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HomeMy WebLinkAboutRancho Cucamonga Sports Complex ,: r J ",r`F r v.. ' .P!. ..•'. -:• wq. AaM. ,.. .. ,,....,-,1.. ..... ,. .....,y.., ,♦.e ... ., ,,-. ..-.. .. ..,. „:- :-•f.•.a y,.. ,.1..,.. •,1r..n ,.,,T.,,...... T.•i .. VF^ w.. •N1•'. - Y ., V JF•' ,. A•. JA . . w r '3^ .c•!' _ t'a. K -i. .a. •s•,. .: r•„ a,! . .< ,..•.. --.a ', .. ., ..x Z #"' •• t! 'k"•+ ,. � . '&, r � ,'� .; w, .,w _ Tw. X3'3" a+""�s'> .,^*'ro- ''..�..* c. .. T,+r.,:...r.�--vA7•t� •a+faz+,.,a M .swr ... 'Rf"^' -. .r -."R: a•.«... r. x7• -!1;=+1.', w ,t... +* "7P'^Ks,,. sa ..G; r a. �� ''�`•" ,hA. ^••f.n�e.• "h' C .•:r-� c... -it•m".i+F•"'t.:*'?' �49r '.•aF,;A�atl.' `}'. t `� i �* "" w 'p.P " "'. y .�'yea n5'a.l• '�+"• °• •' �*+ hw11{geavvw+•�*1 `l r,a • . y0N` xt ?� 17 7v17 v 77 1. ,.' r , '. p♦ _ , ... .' .. ,.. 1 �•Y'•. • ',ivi , Y n ^ • 77 Iwo I f J it•► .00 � . • W (///���IQ`)IL w' 41 ,.{. - • � do t ,� �„ •� O O C: U - _> cn '°� u1, nll r-111 v Ell , ( O �r O - X l_J O z V V z p_ V t I I • ! ZIL E-- y: z z PART=oA & PART--B R E V I S 10 N S FOR CITY USE ONLY Li-J, ' t-- k �TA _ DATE DESCRIPTION PPAOVED MT11►L DATE p ,� R -' A CIVIL ENGINEER UERBI5H. GUERRA 8c ASSOCIATES. IN . ,P A R T KfOiANICAL EN(NEER : STREET sEw • d CIVIL ENGINEERS (714) 987-4304 LAND PLANNERS _ _. __ .•,,.,. 1331 UTICA AVENUE, SUITE ISO i F.T. ANDREWS, .. . r cRo a DRADI RAMC.110 CLWANIUMA• CALIFORNIA 917 CONIAXTINO EN0INEEJR9 } TRAFFIC w ... Kit W.l•►w,t•,•ie.foo p1+1 Ift♦fN FINAL CHECK F AttMteMtt C•wmM"w 1M N14I Ut-041 1 R/W �"` / �\�JS P C,p FC - ; AS CONST. O R y 'SPCRTS COWLE l�► 4 ���- f I � CARE SHE LTE R -ELECTRICAL ENGINEER. e O } �. - ��;✓ 9� ,� TRAFFIC EN GINE E R Robert Kahn, John K aitl •••• •� THESE PLANs wEAE PREMAEo nr: FOR rRIYATE ISE Lu . i Associates, inc. •.Y ; i1�rTIlICAL 1Nc1N�Is • ucf471t�Cos+�tAwrin .TIAL DATE T U C 25 * stt•rm•.ue,e eAease• • a. REN. , Transportation Panning 0 Trolfic/Acoustical Engineering, ; �fsr•rIe•II►iw�•l�1��' IM>!� DRAWN tfJ !• 4101 reh St. Suite 100 IN rt Beach, CA 92110 t�Et�(ED 711)474-000! ••• FAX14) 47h0902 tp !! ta ' °ii "� wur , 1 ^ w F 0� qa SclH , i NAME GATE OF CALF ARCHITECT : UII!ll Illkll iiiil4m .CIVIL ENGINEER j3ERBISH• GUERRA & ASSOCIATES. INC. LICENSE NuMSER FILE ISS -' - +l CIVIL ENGINEERS (711) 9i7-43o� LAND•PLANNERS 1 • OF RANG CU MO C �/► ARCHITECT ,'� GRILLIAS • PIRC • ROSIER • ALVES LANDSCAPE ARCHITECT Uff�L� • =131 UTICA AV$NUE•SUITE ISO - CITY HO CA N A �O CUCANOMGA. —4 LKFORMA 9I�� COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION J . , 4 , u R�TM -^ Architects, cxra�d y•.-� _ - — 1440 kvkw boulewrd-PA9 701'kvkw.ca.92?20•(714)730-9730 I STRUCTURAL ENGINEER PLANNERS • ARCHITECTS • ENGINEERS y �, DESIGN GROUP, INC. SCAPE AR RJM • rLA/N INC AND C RCHIT[CTtMIC LAMOS Al[A �'�e�]� ���'•� ME CH AN I CAL ENGINEER : _ •�•�•••••••�••••••^�••«�•••~•"••«N..«�»» STRUCTURAL ENGINEER )O H N S O N & N1 E L S E N 115 50 C I AT E S ��•/ i N CONSULTING STRUCTURAL ENGINEERS N GROUP, IN ,ltn� „ , ST T NEE ^ DESIG UP, C. SHEET ELECTRICAL EN ER _ a / • • Yea:twwa r+w••••st•..K t..�.•a coos a.n as•i:» � � ! 1�J a. suite 2 b nt• 122 nov s•�.,t!et.a•, t.bdee•a etn p� 4'{.AMIRNC AMD LAND6CAP[A W • saso how.w..wr•,Sdte„o.twe.r/•,U eaor psa sea-s,a 7 bete flan,!Mw lee.s••a•,tdle�U encs g FOOD FACILITY �a NO. ..� � { IRRIGATION CONSULTANT : TOBY MERTENs; - �� E.,a - _ WattsCO a ; IRRIGATION CONSULTANT TY DATE Y V s INANAOEA D TE _ CITY ENGINEER C [ IrU56 FP► i {ES CONSULTANTS IflR C T FACILITY CONSULTANT 1��/C� • 111 MISSION STREET, SOUTH PASADENA, CALIFORtuA 91030 ' 333 AVE A008r �./N./+ �JV'O. T . ❑ 45 s I n � in- CITY 10 F RANCHO CUC AM (DNGA .y � 9 C;Yw O10N1 ED � ' 11/N2�i11 • >rAX 211IM2.2I70 )6AN CLEAAENTE, CA 92872 DATE OFFICIAL T .-•.— x 714) 4108.4483 Food Fscilitiw� Conswitents ApPlfpy 1 L:� �7. SHEET " . Mt�rior CHsipr�rs WE CITY OIIAtA1Mfi N0. DATE ''. = oRAvwcsUcclN s t wosj .A•es�e r +•y_ ...... .._._._.... _.__._...r _ J-- __-___---_ ...._-.-_ _ .__..-_....... ..._ _ _ .�_ __. .- .. _ `• •--- ' __....__.... - r._ .s.L _ .. ___.__. _ _ .....•_ _... ate.- -.y._.._ ._..,,__... .i..r r.....stisr.:�._. O cy-) 0, I O C Cll C Q- 4� 4) 0 • tSl • 0 ♦ 11 < 46 .a • .� •• • ,,P 0 , Ak� r� v I is . '„ '. ' • `. i - � y^ a. N a e � .i' .�•�w *1 "�� •1.1. �yl.w �i R1.���.iN/4�w"JK:�I-ice R. A...t..... .. . •.. ..�' ... . ..i ..-.:••. v. .• •.HY l.t. .•1 . i.�r.1 :r_:N . �•. '•w-Vr". w M Mr' •� '�rrdt.�•'n. -•. ..•Y� i. .+• .r -.. _-. _ - _ _ t. . :.• Y ata._• -- __ - .•�:f: :aJ:Yi �1 . L-.... v.-_.:_.r w 'aa•:.i�:'ii�aaii�Si --aiii ��."—-••.ii.-. rt .. i.:r'r.i. I 0 a N e • - W z 9 CA Z o a O a O LA_ 0- O SLI �Y. 'R": �c� ° ;^r • � ° X 9,1M z a, '; W Z W CC p w • L POEM* O r v) V W 0 0 � V J CL Z w (/) < ~ l � _ U_ U Q V W � z z Q IPART-A 0 w REVISIONS FOR CITY USE ONLY � w ` j DATE DESCRIPTION APPROVED NTIAL DATE STREET Q i WATER/SEWEF • • TRAFFIC }-- L1J cRo a DRAM � • OSIER • ALVES . . CIVIL ENGINEER DERBISH• GUERRA & ASSOCIATES• �Nc. LANDSCAPE ARCHITECT RJM FINAL �ARCHITECT GRILLIAS PIRG RCIVIL ENGINEERS (714) 987-4306 LAND PLANNERS • R/w � 494o IIV w bouwr"d • suits 204 • line.co.92720 (714)730-9730 DESIGN GROUP, INC. ,S CONST. z O STRUCTURAL ENGINEER � A ' �' $331 UTICA AVENUE, SUITE Iso �-� HERS ARCHITECTS ERS RANCHO cucA>`ioNGA, CALIFORNIA f173� tL.AiYNtNG AND 1,ArwscAre ARCHITECTURE wr�ws� ws.arws�r.wr «�c..•w�waw w» THESE PLANS WfXE MEPARED OT: 11 • . ,y`>��� ARn�i FOR PRIVATE NTU1L DATE MECHANICAL ENGINEER ;,5 � ��, lF� U I CLI, ( fp(ED NAME DATE ELECTRICAL ENGINEERLICENSE M1eER FILE RtiS Cf-) CITY OF RANCHO CUCAMONGA — Q C ALSEO��\! COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION • PlIa"T MAINE P W 5 0 TRAFFIC ENGINEER IRRIGATION CONSULTANT TORY nnERTENs; sr�TTm.E FOOD FACILITY CONSULTANT �Q� & m Robert Kahn, John Kain IRRIGATION CONSULTANT FOOD FACILITIES CONSULTANTS A Associates, Inc. . 1030 Transportation Planning •Traffic/Atial Engineering 333 AVE ADOBE � ;r A ,a No. 716 MMISSIOM STREET, SOUTH PASADENA, CALIFORNIA 9 SAN CLEMENTE, CA 92672 I / 2131662.2111 FAX 213/662.2130 4101 Birch St. Suite 100 Newport Btech, CA 92680 • - !� (714)474-0008 «+ FAX (714) 474--0902 (714) 498-4483 DATE,;,� /�•♦�colt�NrTY lE�ncEs MANADEII DATE _ �.• . s crtY ENONEER ., • APPfKWED SHEET CW lei DATE G.. !^, ! NULO�K' OFFICIAL AP*ROVED COMM WD.�. OF. DATE ORAPMICSUCCOWAN • �A 40 A4070 . 1_-_ , __ ` / I , , ' t I - .. , • ' . .. ! . :- , I _ _ iABBREVATIONS GENERAE NOTES ' +PiYI,SHEET N VI C1 I TY Ni► AP . , . . ', ' 11 . I -- a " wr - Fitt ' Y >wrl�...a" 1 } , d t� •� t�J �` �ir�he•" Ik. �) Iw•_ . j �C-- : .i • s+r " •ate Q>lsi :•., ` *' � �TLE� sNEF.T PST R Gl 1'/1R1 1-J , _ _ �rw✓/4 tee. �I CAOI'll,, Z'go-1"�'' •,.*,• ~ '1r+�� , �' 10 ,., • e'. fill TITLE SHEET � ) ,:� Ir �••� • 55.2 MISCELLANEOUS BLDGS. �,..,,. •or woc frM,Nt-•.. c.,..o. •W Contractor shall investigate, verify and be responsible for all condi- � TI.2 ABBREVIATIONS GENERAL NOTES b SHEET INDEX e°� """r" v 1OIIAM • � V -• A•r�_ PLANS b ELEVATIONS r I . ! tions and dimensions of the project and shall notify the Architect about T1.3 SYMBOLS, LEGENDS, b WALL TYPES 55.3 RESTROOM BLDG. b DETAILS - l R ��•' j - 1 AND JAN. JANITOR . I any condition requiring modification or chane before proceeding with ,\o\ ��'�. `�K"� '^ 11. Ir It • �� q n9 9 P 9 55.4 MISCELLANEOUS BLDG. PLANS b DETAILS s ,�. 1 � 11 ANGLE JT. JOINT the work. CIVIL - GRADING PL/IN $5.5 MISCELLANEOUS BLOB. PLANS a DETAILS o `.. Y AT I _ 56.1 DETAILS `; , ( jbwrcat.ot - H R 2.. Contractor shall be responsible for the accurate placement of the C1 TITLE sHEET 56.2 DETAtIs �" - - '-� } ,�' O 40 A.B. ANC 0 BOLT K.P. KICK PLATE T; t2 DEMOLITION PLAN S6.3 DETAILS �I 1' '>, 71 � ACC. ACCESS building on the Site. C3 DETAIL SHEET L :.7'U \ I " '� � •VT r }. 56.4 DETAILS c ,,V T • _� r A.C.T. ACOUSTIC CEILING TILE C4 DETAIL SHEET " ,+ s - < ACOUST. 56.5 FRAMING SECTIONSL,1Q � �5 r �1000STIGAL 3: Refer to engineering drawings for engineering notes and requirewents. C5 WALL PROFILES S6.b DETAILS �✓( fl is %""-°" ao ,,; % o,,.,., cru `. ,.L ADH. ADHESIVE 1 C7 SOUTH 1/3 GRADING PLAN At � >, $r _ r-c-t.ad 3! rr&*""a C6 WALL PROFILES/OFF-SITE GRADING S6.7 DETAILS 46 : 11 + '' • . .- II . [elms I I ADMIN. ADMINISTRATION 4. Dimensions: : - U • S6.8 DETAILS ALT. Ai.TERNATE - rrTfv y ..,.}-�.,;S ('**,-- , I LAM. _ LAMINATED C8 MIDDLE ]/3 GRADING PLAN �_ - -S6.9 - DETAILS _ e rn ` "'4 _.; wst era � •o ` /1 t 1 ,ono , ��♦ M ` J ALUMINUM , A. All dimensions shall have preference over scale. C9A NORTH 1/3 GRADING PLAN bOFF-SITE GRADING (BIO ALTERNATE X19 f • 4114 Ma+ .'.. �l.43 ..` :r: TANA * ' • ANCH. X11 ANCHOR LGTH. LENGTHRY • � CIO PLANTER DETAILS . 't , wA�w�:�1: FO . 12,S ,,. 4,, ) � _� APPROX. . APPROXIMATELYB. All d#aensions are to be rough unless otherwise noted. CII EROSION CONTROL PLAN L.L.LLLIVE LOAD 1 - C12 COORDINATE SHEET PI.1 GENERAL NOTES, LEGEND, SCHEDULES b DETAILS 's w . r-:::::: I. z.olO- ",r4 • APPV APPR VED - t-r� 11- 9 1 LOC. LOCATION C13 SOUTH 1/3 DIMENSION PLAN I � �t r �'F - aj _---i - ALTO AVE. AYE C. Ceiling height dimensions are froom finish floor slab to finish ' il � _ _ __ _._ -.P�2:lA GAS DISTRIBUTION PLAN - Y, , ` "Obwc v • t 1 r rt r r ri n rnurnt torr nl ds - e -o-e. s _/'reel n.,vr.. ►+-a••. SV* N lr Ir.. N ��w LT LIGHT C14 MIDDLE 1/3 DIMENSION PLAN - � ��� r - COLTON -� i� face of ceiling. ,AG. __._ . - �"+ - >r- P3.lA. LEFT FIELD CONCOURSE PLAN `,� ' _____ ,; ALRNATE N9) �: _....-____ ^._ .___�3:2 CENTER CONCOURSE PLAN �- � �� ` -"' •rte ` �r i D. All dimensions sh�ll be veerified in the field• the Archittect shalll'1g C15A ONRSITE/SIGNMNGSANO STRIPINGD - '• �" : t • 1. be notified of an discre enc for clarification before roceedi E . . .with the work. - I GU_ j �C� L- ty11L ,- P3.3A RIGHT FIELD CONCOURSE PLAN '°'0ie•i _J a •.+ s BLDOIK" OM F #A#^ - •+ I/T� of, ^- - i - CIVIL - STORM DRAINJr�►' _._ ;,.. ii „.,,« _ •• T.. W ----1'3.4 CENTER MEZZANINE PLAN vum _ . . ]. _,�-,_...... �� _�, .,✓ � ./ �� a{�F.. 5' !R. _,_.... . +,. #•r r•IhM art 3 a ro0 : - r T tl 1.0 O / r - E D GRANDSTAND PLAN - ° '. cc = BD. BOARD MAINT. - MAINTENANCE E. In no case shall working dimensions be scaled from plans. t17 T1TlE SHEET - r - �i�-r- __P3.5A LEFT FI L j� - _ - _ + �_ t C18 INDEX SHEET ` -_- - -L ��"�� '" ""'--R3,6 CENTER GRANDSTAND b PRfSS80X PLAN BLDG. . BUILDING MAT. MATERIAL i �_.,. _ - a11M �,,0 f.14• . �c c it�ua , t - - _ BLVD. BOULEVARD MAX. MAXIMUM 5. Oeta11 s marked "typical" typ.) shall apply in all cases, unless 1 y� C19 ARROW STORM DRAIN --r - SILT Lyil•- � --•�, - - - >� •rrr" _ - 1'3.JA RIGHT FIELD GRANDSTAND PLAN nn\\ ' W specifically indicated otherwise. C20 LINE A - SOUTH PORTION '! 2 ,. Il ' ;+ f MICHCROYE - 5_ II S4Tr r---43.8 CENTER ROOF AND PENTHOUSE PLAN g ,,,, 2t r , nn\\ v BM BEAM M.B. MACHINE BOLT C21 LINE A - NORTH PORTION __ __. --_-_.-._. __ ,, # _ _1} - W I B.M. ' BENCH MARK M.C.B. METAL CORNER BEAD '� C22 LINE B �" -- - -`- ____ _-. _ IE - �, the framin or construction shall be I •< I P3.9A ENLARGED PARTIAL PLANS .It N �•�` � ,. t � i__ � �- BUT. BOTTOM MECH. MECHANICAL +b� Where no specific detail is shown, g C23 LINE c b ,I ! Ru8108ux ' •..aa.•..0 3, •• ,t♦ IV�V« B.O.W. BACK OF MACK MED. MEDIUM identical or sieil:r.to that indicated for like cases of construction. C24 DETAIL SHEET/LINE 'B' PIAN b i�ROFILE P3.10 MAINTENANCE YARD PLAN, RESTROOM BUILDING P b ENLARGED PARTIAL `� - i• i-MZRA , �""1 tt »o AlAIM r l,.r PLANS` - _ . _--_ -- _ r a. v - 5 �- - _ . COMA `- - 1 ""I"' BRCA'G BRACING MFR. MANUFACTURER C25 LATERAL PROFILES ` i P3.11 ENLARGED PARTIAL PIANS= _-_ _ tr tt M'' ,,,�.,,-. `� ❑ 7. All workmanship and materials"shall conform to the requirements of the - C26 LATERAL PROFILES Ribs MINERAL _� __. ;,. -F. _� , ....._.Ir/� _,It N - MIN. MINIMUM. PS.I DETAILS-.___ _ !!fes - _ -. :' o IVES E t - N MIR. MIRROR "Uniform Building Code," latest edition, unless more stringent require- CIVIL - STREET/STRIPING/SIGNING .-,- .- - �•� �'� - - ?� •�,,.,�. ®d,* `-- vK�� a. �I MISC. MISCELLANE US ments are indicated. EI r I - , [,a/. RE PROTECTION ray:A.1 r a 9 t 0 "...a , MP MEQHANICAL PAD s » C27 TITLE SHEET __ - Lrka• ' 'O. .E "`'N�=k.. - :_`,z ...� . l` 4 r ,t. . Lw ;B. The precise dimensions and locations of all door -and window openings C28 ROCHESTER AVE. STREET PLAN SOUTH PORTION FP1.1 LEFT FIELD CONCOURSE FIRE PROTECT ON P LJ MTD. MOUNTED FP1.2 ; CENTER CONCOURSE FIRE PROTECTION _ _ _ " � CENTERLINE .. shall be verified from the architectural drawings. Other floor, wall , . C29 ROCHESTER AVE. STREET PLAN MIDDLE PORTION -- : - MTL. METAL . .. `FPI.3 • RIGHT FIELD CONCOURSE FIRE PROTECTION PCB3t_. CAB. CABINET NULLION roof openings aS required by mechanical , electrical , or Similar t. 1, C30 ROCHESTER AVE. STREET PLAN NORTH PORTION fP1.4 MEZZANINE FIRE PROTECTION PLM__-__-__7- ___:_- ___ __ 1-..--___-_--_ MUL I C31 ARROW ROUTE STREET PLAN WEST PORTION 'a• N _ &_ __ ­ • ATI ON MAS o CA B. CATCH BASIN MUII• requirements shall be verified from shop drawings, equipment data, etc. , - j C32 ARftOw ROUTE STREET PLAN MIDDLE PORTION . i FP1.5 CENTER GRANDSTAND CANOPY AND PRES isuX FIRE PROTECTION PLAN < I O� CER. CERAMIC as required. #I- FP1.6 PENTHOUSE FIRE PROTECTION Pte- Z. _ __ __ C33 ARROW ROUTE STREET PLAN EAST PORTION --- _ - .•-•- I1 ; C.F. • CURB FACE C34 ROCHESTER AVE. SIGNING/STRIPING/STREET LIGHT NORTH PORTION - ` - " - MECHANICAC - _ Z 3 �Si. ` - ,Mwu i - ... 11 . ) , \ I CLG. CEILING 9. The drawings and this specification represent the finished Structure. { C35 RACHESTER AYE. SIGNING/STRIPING/STREET LIGHT SOUTH PORTION __�_ ____r__ , A I T •, ' CLKG. CAULKING . -__ .. ,I ; Unless otherwise indicated, they d0 not indicate the method of cOnStrUC-�, ARROW ROUTE SIGNING/STRIPING/STREET LIGHT WEST PORTIONL , _�,;;� _ - '°_"_•"'�•� ""`t ` " „ r F _� ' _. ,t Fro CCR. CLEAR tion. The Contractor shall provide all measures necessary to protect C36 ARROW ROUTE SIGNING/STRIPING/STREET LIGHT EAST PORTION • ; M1.1A EQUIPMENT SCHEDULE, GENERAL NOTES, LEGEND iIND SYMBOLS C I = -} r 'r I ^` �� Q NATURAL -. _- -- --_ ,_- - � . - -__--•-•->-- - a• 4 A 1 r K„r/.° > , I - -- 1-. *t' + " c r.r....o n I - a ,�- - - CNU CONCRETE MASONRY UNIT T• the structure, workmen, or other persons during construction. . Such : _ z _--__.. __-_� z ,, ��su -_ � , a*&"a%.•.I �. ._... kT CNTR. COUNTER , N.I.C. NOT IN CONTRACT measures shall include, :, CIVIL - MATER PLANS ,, 1 , ' •a - �'o� -•, -- I but not be limited to: Bracing, shoring for EQuI SID p . I i M1 2A PMENT SCHEDULES � 4 o r't _ _ ,,.,.-. ga [ p- r • t-iu•i\ I L, ♦ ,� , rronw•n qlN Sr CO. COMPANY (i) , NO. NUMBER constructtion equipment, shoring for the building, shoring for Q; ;I46F 611Ef�__ ,- _ _ � '� - - tTl r .._. .-.. C, ifs♦ C o. u. ) I '� - �� �•O�C� -- ----,-•---- -----•---••'- --• -• -M3.lA - -MECHANICAL FLOOR PLAN FOR LEFT FIELD CONCOURSE :_�t�� � � ---- lankin safety nets, support and I , , C37A TITLE SHEET (BID ALT R ATE I'71*) '�-" - .+ -&,r,,- »,�,+- ' C.O. CLEAN OUT IN. NOT TO SCALE earthbanks, forms, scaffolding, p g _____ -� _,___.__ .._._r . ___ S'- %• ° •' "' ` t":• N - - -��" - ` " - - - - °t COL bracin for cranes in- oles etc - -- - _, 13.2 MECHANICAl.FL00R PLAN FOR CENTER CONCOURSE I I COLUMN + g 3 P - � 1 kr! � _ -_ __ _ _. ._..-_.-.._. _ 11 MC" ~- �,>u"i " ,«''• " 6:' .«'bit' r• � - i d __„_ ____.__ - - - C , '' C38A SOUTH PORTION (BID ALTE A E �7P, M3.3A MECHANICAL FLOOR PLAN EOR RIGHT FIELD CONCOURSE T �„Yt� * h'a� '";,` v �,_- ' ;'A N t . } Q COMP. COMPOSITION - - r d,...b« 1 =i` i __ d _._.._ 10. Contractor, at his awn ex ense, shall en a e ro erl ualified persons � �,.�. �1 E�� -wa ----- !13.4 MECHANI�A� F100R PLAN FOR CENTER MEZZANINE �Iq•'�.ti �r 4-� /��.�" _ 5► ' Q t;39A i'E�M1'MIDDLE PORTION BID A 7ERNAT a• _ - -- [ s Y ■{ '- CONC. CONCRETE P 9 9 P P y q - ----- -_ . . • I - ( EN7 ,� Is A P I,: sU 6 - - CONN. CONNECTION ! O.C. ON CENTER i to determine where and how temporary precautionary measures shall be •.� _ 3 . __., P •35 v I 1�P � �_.,_.:-•_-____-__._,___ ; }13.3 MECHANICAL FLOOR PLAN FOR CENTER GRANDSTAND b PRES X .1 �� •-.,r' l '601 i1 .( •?` I • _IIS. d �_JpWer.t $Apse ire_-the_field. r'" C40A PLAN NORTH PORTION 81 A T RNATE +r7� - _ �, ISM) / i $1 i _ CONST. CONSTRUCTION .OFF. OFFICE - - _ . _ Q -- Va -- • �a A W 1'N" L1 - CUNT. CONTINUOUS I _ C40AA PLAN RECLAIMED WATER DET IL SHEET 610 ALTERNATE 07� __ - Ell ON. OVERHEAD _ _ ( �__ M3.6 MECHANICAL FLOOR PLAN FOR PENTHOUSE C `..'� s % i sl FJf__ Is ' 1. the Architect shall not be res onsible for construction means, methpds _.__..___�...._ ._-_,-__.: M3.7 MECHANICAL FLOOR PLAN EOR MAINTENANCE YARD b REMOTE REST ROOMS > 1. t I f° s. ,CONTR. CONTRACTOR , O.F.D. OVER FLOW DR*IN P � •- •-:W-- • 1 AA�W " t\ • L" v -'� rJ COR. CORNER + techniques, sequences or procedures, or for safety precautions and �IYIL - SEWER PLAYS - _ _. `� !'► 11. ,,�- -_lam_ 5 •' ❑ j OPN G. OPENING - J It -r_ -a I r * „ �' CORR. CORRI DUR , Opp. OPPOSITE ' prograws, or for Contractor s fat 1 ure to perform the work. . _ _ - ____ r� ,��i, - -_ '' ► _ __ _ _ __ _ •_._ = u) 1. CPT. CARPET a C41 TITLE SHEET M4.1A LEFT FIELD CONCOURSE CHILLED bHEATING -� t- • .-,, �S -f - ""` �- - �• C42 SOUTH PORTION HDT WATER PIPING I - I<' I SSr i d ; C.T• CERAMIC TILE , r 2. The Architect shall not be responsible for the acts or omissions of the M4 2 -- CHILLED i HEATING �° BLVD C43 MIDDLE PORTION o . . . .A ; Contractor, or any Subcontractor, or any of their agents for employees. oNcouRSE I. 8 Z msoo FOOTHILL I O CENTER C C44 NORTH PORTION HOT WATER PIPING µr r I % PERCENT - . - _ 1 • PAR. PARALLEL S. Stair details as shown are an indication of design intent only. Shop TRAFFIC ___ I CN ` drawings indicating cowpiete details of structure] parts and connections ' M4.3A RIGHT FIELD CONCOURSE CHILLED i HEATING rare •RAt4CHOCUCAMONCA ::1:::::: PERM. PERIMETER .� ti T shall be subwitted for the Architect's review by the stair fabricator. TR1 TITLE SHEET, NOTES, b DETAILS HOT WATER PIPING SPORTS CCLEX SITE : � • /P.H. .ffry, PANIC HARDWARE - TR2 TRAFFIC $iGNAL PLAN ROCHESTER AVE!' dI DAY CREEK BLVO/JAIL K BEMY PR• M4.4 MEZZANINE FLOOR CHILLED i HEATIiN: ;S �: JWW I- •:I':'"' -- PLATE tR3 TRAFFIC SIGNAL PLAN ROCHESTER AVf. 6 ARROW ROUTE HOT WATER PIPING I A :I::: 4. All cabinets, electrical panels, etc., recessed into fire rated walls ••s« tR4 tRAFFIC SIGNAL PLAN ROCHESTER AVE: a N@il�Mt-ABCESS av++DluM PkWY, N4.5 CENTRAL GRANDSTAND FLOOR CHILLED a HEATING ` ", DBL. DOUBLE � P.L. PROPERTY LINE - I%V ;: = DEMO. DEMOLISH/DEMOLITION PLYWD. PLYWOOD shall be backed with equivalent resistive construction. HOT WATER PIPING � - - - - ---- - _- -7 - - M4.6 ,f a lo'To3 �-- --r I -p _ ..,r. .tr: ^--•� It DEPT. DEPARTMENT ; PNL. PANEL MECHANICAL SECTIONS - , j5. For wall mounted equipment, fixtures and accessories, provide all ARCHITECTURAL r TI i M B1 x[pCI PNT. PAINT 0 M6.1 MECHANICAL DETAILS - ,...I CI 1I ,,,n••,,,.,, DET. DETAIL 146.2 MECHANICAL DETAILS a, * A.__Ad_ u � • I P.O.C. POINT OF CONNECTION necessary hocking and framing as recommended by the manufacturer. I - _ 4- -__._,-__.__ ._..-,_.__. I , camon a D.F. DRINKING FOUNTAIN - ro QM13? _.._- f .__ _._, _. . _-- I I g . � . „ +""'- P.P. POWER POLE I y LAN W/ AITE ATIVE IA (CONTROL DIAGRAMS '"""""" I DIA. 'DIAMETER A3.IA GENERAL STADIUM P _.- ---- 9 I � :y 0 6. All exit doors to be o rable from the inside without use of a ke or ----Y 4I____-- -� ff I t s ectal knoitl sal lockin devices shall be of an a roved 3 2A. LEFT FIELD CONCOuli� - > N PR. PAIR Re y .,, _ - > r n\ _ DIM. DIMENSION p edge. Spec g pp RSE PLAN M/ ALTERNATIVE < i r i > I t i DIV. DIVISION P.S.F. POUNDS PER SQUARE FOOT type A3.3 CENTER CONCOi1RSE PLAN E1.1 LEGEND - FIXTURE SCHEDULE b DETAILS a Ir i , - W ( D.L L. P P.S.I I. POUNDS PER SQUARE INCH - ----- . _. - ---- i . DEAD LOAD PT. POINT . ' ,1, 0h �j";£D VO#L?' .. .: A3.4A° RIGHT FIELD CONCOURSE PLAN W/ ALTERNATIVE '` E1.2 DETAILS ��' _ _ I DN. DOWN 17. Exit doors shall swing in the direction of travel when serving more thaq _ __ � - :[ r-- DITTO A3.5 CENTER M Z __ - 2 __-- E ZANINE PLAN _ _ - -_-- - -____-- _ _ __-- • SO persons and shall be provided with panic hardware '' } yam,/,y �j � �-- - - - - - -_ _ - -- -- -- - --- --- D.U. DOOR OPENING `' if '� .- _r r,.. DR. DOOR R. RISER A3.6Ar LEFT FIELD GRANDSTAND PLAN W/ ALTERNATIVE7_12.lA ELECTRICAL SITE PLAN - LIGHTING - N';;;' t „� i �6I n 8. Corridors serving an occupant load of 30 or more persons shall be of 1- A3.7 ' CENTER GRANDSTAND b PRESSBOX 2.2 ELECTRICAL SITE PLAN - LIGHTING L ", so ) `1) ID.S. DOWN SPOUT RAD. RADIUS hour construction with 20 minute, self closing door assemblies. c�MtTp - �/Q1D - x. 2.3 ELECTRICAL SITE PtAN - LIGHTING D.W. DRYWALL R.B. RUBBER BASE I A3.8A, RIGHT FIELD GRANDSTAND PLAN W/ALTERNA LVE 2.4 ELECTRICAL SITE PLAN - POWER b MISC. ,-- z DWG. DRAWINGS) R.D. ROOF DRAIN A3.9 CENTER ROOF b PENTHOUSE PLAN, PENTHOUSE ROOF PUW E2.5 ELECTRICAL SITE PLAN - POWER b MISC. - i9. Exit illumination• All exit oma s shall be illuminated. Provide 1 .� p.� ROUND e " A3.10 MISCELLANEOUS STRUCTURE PLANS W/ ALTERNATIVE ' i ROJECT ATA.. T f - f ) ! RD• 1 t footcandle winiwum at floor level f J9 1s 1 fr1 rrrl r. in•. n,u�rr �rrl rr rrn rr � - � �7T Q�41T'rjr n w�._ 2.6 ELECTRTCAi_ SITE__PLAN - PO_WER_& MISC. _ � a � , RDWD REDWOOD • . : A3.11A LEFT FIELD CONCOURSE REFELCTED CEILING PLAN W/ ALTERNATIVE :.-AfQj . .__1___­.____....__ ___' Z O A^' REINF. - REINFORCEMENT •`R0. Emergency lighting: Shall be provided giving 1 footcandle at floor A3.12 CENTER FIELD CONCOURSE REFLEC7tD CEILING PLAN E2,7A --AREA LifiHTTNG DETAILS .. OC -A REQ'D. REQUIRED •level . See electrical drawings for design details. _-._ -U �_.s ELECTRICAL CONTROL otAGRAMs OCC, r CONSTR• - C 4 RESTRM. RESTROOM M)TT-50 �. - ,._: �.,9 PLAYING FIELDS LIGriTING DETAILS O_ .,,z.r r -r, r.1r a . . r�.., - .BLDG GRP, USE TYPE SPRiCLRS. TORIES FfGT. AREA U_ u, - a A3.13Ar RIGHT FIELD CONCOURSE REFLECTED CEILING PLAN W/ AITERNATIYf E2- Q RET. RETAINING 1. Exit 1 i htin and s� ns shall conform to Title 19, Chapter 33, UBC. _ , _. - - ����-_ ���_ -` ------ % -- - + E. EAST 9 g g A3.14 CENTER MEZZANINE REFLECTED CEILING PLAN _.. _- - J REV. REVISE/REVISION g ng g � j'j'rr&C7 .. V -- ,7__E3_lA BASEBALL FIELD - POWER DISTRI>iuTION b FLOODLIGHTING �, EA. EACH provide 6" hi h letters on contrasts back round. - - - - �ti�iTT�"�17_� ----_ RM. ROOM A3.15 PRESS80X REFLECTED CEILING PLAN EJ. EXPANSION JOINT R.O. ROUGH OPENING 22. Provide a rtable fire extin wisher with ratin not less than 2AlOBC ' •� � t °`°' '' "`'- ` ' rrr` h6 °' - ,CSM t 1= -- _ G11L7. I 3,2A LEFT FIELD tO cDi;�zsE - POWER b L T _ Q ❑ ELEV. ELEVATION y- ( ) Po - _ ANs-3.2 k+ POWER 6 tibioiim pt 9=rrmV ran A-4 ,Grndstnd II-F.R. Yes 3 61 6 46,420 within seve�nt five 75 footgtravel distance to all rtious of the - ' ' _ IGH LNG PL A3.I6 MISCELLANEOUS STRUGTCJRES REfCECTED CEitI11G >fi /{ ELEC. ELECTRIC/ELECTRICAL A3.17 ENIARtiED RESTROOM PLANS W/ ALTERNATIVE E3.3A LEFT FIELD CONCOURSt SIGNAL i MISC. PLANS 40M 4:71T `fid X building on each floor. u.1 � EMERG. EMERGENCY :_ A3.18 ENLARGED RESTROOM PLANS W/ ALTERNATIVE . E3.1 CENTER CONCOURSE POWa:R PLAN 1-00 . A3.19 ENLARGED FOOD CONCESSIONS PLANS W/ ALTERNATIK ` -' - -- ��. B-2 CO/Klss. V-N NO 1 16 -0 861 .__I V C) INCL. ENCLOSURE SCH. SCHEDULE S __ �Q j�Z_Y._.__ ��ss. � . , R3. Elevator controls: Elevator control buttons and the adjacent elevator ~. ^A3.20 • ENLARGED STAIR PLANS b SECTIONS E3.5A CENTER CONCOUrRSc LIGHTING PLAN _ . EQ. EQUAL -SCR. SCREEN door casings shall indicate the floor number in braille and raised A3.2I. ENLARGED STAIR PLANS b SECTIANS - ' ' E3.6 CENTER CONCOURSE SiGNAI b MISC. PLAN a Z EQUIP. EQUIPMENT SEC. SECRETARY A4.1 ELEVATIONS LEFT GRANDSTAND W/ ALTERifATIVF - arabic numerals. f B-2 Concess. Y-N NO 1 1611-091861 ETC. ECETERA SECT. SECTION -.- -•----. .- -. _ • - . _ __.__._ _ _�_ -A4.2 ELEVATIONS CENTER GRANDSTAND I - �� -- E3,7A RIGH, FIELD Cl"/Iv�Ou►tSc - POWER b LIGHTING PLANS __.. ., - A4.3 ELEVATIONS CENTER GRANDSTAND - - �OnCesS. 2 z EXH. EXHAUST SERV. SERVICE = $ A4.30 WA66,4FENGi -_ OKITTED� -' : :JP� -.t3.SA RIGHT FIELD CONCOURSE - SIGNAL b 141 SC. PLANS ��7� � �- -- " EXIST. EXISTING SH. SHELF R4. Fire resistance rating (time in hours) shall comply with Table 11-A Of A4.3ak CONCOURSE EXTERIOR WALL/FENCE ELEVATIONS Restrm. B-2 Toilets . V-N No 1 14'-60 655 O EXP. EXPANSION BHT. SHEET the 1988 UGC for type II fire resistive non combustible construction. A4.4 ELEVATIONS RIGHT GRANDSTAND E3.9 MEZZANINE POWER b LIGHTING PLANS U V E3.10 MEZZANINE SIGNAL & MISC. PLANS Bldg. ! EXT. EXTERIOR SHTG. SHEETING All �,ti.structural members and components shall comply with the latest A4.5 ELEVATIONS MISCELLANEOUS STRUCTURES .. - z E3.11 UPPER FLOOR - PRESS BOX - POWER b LIGHTING PLANS E.M. EACH WAY SIM. SIMILAR edition of ICBG Report No. 4607 (ICBG Evaluation Service, Inc.) and I . A4.b ELEVATIONS MISCELLANEOUS STRUCTURES kA 11II . `•r._ a E3.12 UPPER FLOOR - PRcss BOX - SIGNAL b MISC. PLANS Bldg. A B-I Garage V-N - NO 1 22'-4" - 2,176 V - , S.M. SHEET METAL shall also be ,in accordance with the 1988 UBC Standards 43-8.� 43-9. - A4:7' BUILDING SECTIONS W/ ALTERNATIVE E3.13 MISC. BLDGS. Et t1 +RT�AL PLANS �, S.M.S. SHEET METAL SCREWS A4.8 BUILDING SECTIONS W/ ALTERNATIVE - ".- `I A5.1 MAIL SECTIONS W/ ALTERNATIVE ^' �;Il -- -""' 4W-E 8-2* Storage V-N NO 1 14'-4" 504 () C/- SPEC. 5PECIFICATI(Jil 5. Sprayed-on structural steel fire-proofing shall be in accordaAce with I R - lr`' >I;jl;,f - - _,0_, -•-- -:- ; SQ. SQUARE 1 UBC Standards No. 43-8 and 43-9. A5.3 L SECTIONS W% ALTERNATIVE - ;`"'IE4 4A �I4�It L3 T1r`� � _ � , ; $•S. SERVICE SINK ` A6.1 CONCOURSE ELEVATIONS W/ ALTERNATIVE ES.a RISER DIAGRAMS O i. E6.1 PANE:_ SCr«tDULLs *Bldg. C will store less than the exempt a>tlounts as listed in the 1988 UBC. � V W F.D. FLOOR DRAIN `ST. STREET 6. ErLergy consenvation requirements: -: A6.2 INTERIOR ELEVATIONS W/ ALTERNATIVE E6.2 - PANEL £CEtc13U11 1' "• . _ . Tables 9-A wad 9-B. t FDN. FOUNDATION STD. STANDARD -"'A• Fixed windows shall be revealed �to limit a•ir•fx?i�itrs�'�on. - A6.3 INTERIOR ELEVATIONS W/ ALTERNATIVE E6.3 PANEL SCH&EilJ iS - � . _._ - __ . _.. . _ __�.�/d C/•) � - A6.4 INTERIOR ELEVATIONS, RESTROOM$ W/ ALTERNATIVE _� � I- BTL. STEEL oM t 'T>-A - _- - ct = ' STOR. STORAGE ____----____..,.._._.__._ . ,... SCntDvLES } F.F. FINISH FLOOR d. All exterior doors shall limit air leakage around their perimeter A7.IA FINISH SCHEDULES W/ ALTERNATIVE �- 1 - - U tr • • ' STRUC. STRUCTURAL when in a closed position. I - L 11;,��. ►LI_/Wzr,.z .. •A�--'G-•t.T Z �titCdl�� �•�R-- Cowca55 10N 5 - � ; F.H.C. FIRE HOSE CABINET 1�USP. SUSPENDED A7.2A, FINISH SCHEDULES W/ ERNIA I "� arL? _.-.- "'_ . --- - -: ��� - - �I� �� la+1R ... - G7r7 f•�4J7_45•5J4095 -- -------Q � r FIN. FINISH FIXT. FIXTURE _ _ 1. Provide a seal at head, sill and jambs. s A7.3 DOOR SCHEDULES L1 = COWER SHEET _ . _ A7.4 DOOR b WINDOW TYPES, DOOR SCHEDULE NOTES i A$BREYIATIONS M/ "--_;Q - _ _;• _ _-- _ ' f� SERVICE EQUIPIfENT ELECTRTCAI PLAN -,;-.- _�, • F.L. FLOW LINE ALTERNATIVE - - _- - AR T, _. - Ir.. + FLAS'G. FLASHING 2. Meets ortions of dou le doors shall be rovided with a _ ILS W/ ALTERNATIVE ' Llaa CONSTKUC,IC1r LEGENu AN17 NOTES - `----- - KO-1 ,FOOD SERVICE EQUIPMENT t)ETAILS ,,�\ - C�i,- av _ I n9 P P A7.5 INTERIOR FINISH DETA KO-2 FOOD SERVICE EQUIPMENT DETAILS C , \ FL. FLOOR weather tight astragal or seal . .A8.1 Q rte DfiA1LS_1r/ Aa.IL",�LTIV- A , j4 PerTAlL- �M ITT � •-`' \/© `�' �' A8.2 OQOz i�fTATLS W/ ALT£trvAa iYe �p KD-3 FOOD SERVICE EQUIPMENT DETAILS i J` - V • FLUOR. FLUORESCENT . i T, WA L, L2A CONSTkUCT IOh PLAN KD-4 FOOD SERVICE EQUIPMENT DETA4LS ' � � ' 4, F.O. FACE OF ' T. TREAD 27. Contractor shall refer to mechanical drawings for air ducts in Parti- A6.3 n eW GETA1 s W E vE - �- ' i� / . 1 L .� L3 coNs RUC ti ioN PLAN , .< i Z E.O.C. FACE OF CONCRETE T.B.R. TO SE REMOVED tions re4uiring studs to be spaced more than 16" O.C. " U. TRS 6ffATtS xA . 1� AC OM( _ �p - �/0�37'. I A8.5 CEILING DETAILS W/ALTERNATIVE AG,�.� OM `NGIL� ``"'� 7N► !" - Z r` M F 0.F FACE OF FINISH T C TOP OF CURB ,A \ F� - . nn A8.b STAIR AND RAMP DETAILS N Y. I. '. V' . F.O.S. FACE OF STUDS T.C.B. TOP OF CATCH BASIN �8. fired rs or doors shall be rovided where air ducts trate fire -� L4A toNSTizuC�ION PLANu / �, �, p P As.7 INTERIOR DETAILS W/ ALTERNATIVE OMl`� TF..D �/DlD s \ • 11 4`• F.O.W. FACE OF WALL T.D. TOP OF DECK mold walls or ceilings. A8.8 SEISMIC ANO EXPANSION JOINT DETAILS • `Z L5A CONSTRuC;':OrN PLAIv (20-SCALE PLAZA AREk l'4!- eta I ( ') , FT. FO07, FEET TEL. ?ELEPHONE . A8.9 ROOF DETAILS - - i' r OMrl "�D �tzl t•� ;,r C A ,�o CZ FTG. FOOTING TEMP-. TEMPERATURE �9. Interior wall and ceilin finishes for exit corridors shall not exceed _ g �`� ::_.." __ ___.____ , LGA CONSTRUt 1 SON Dt s A GLS (CONCRETE'j _ . .,, FUM. FURRING TH. THRESHOLD an end point fl awe spread rating of 75. r A8.10 EXTERIOR DETAILS W/ ALTERNATIVE % OMI`f ISP "VC0117 • THK. THICK . , I. A8.11 EXTERIOR DETAILS � l7A CO�1STitUCiIr1N DtIAiLS (CGNCRtit) T.O.S. TOP OF SLAB �0. Any decorations used shall be non-combustible or flame roofed in an A8.12 MISCELLANEOUS DETAILS W/ ALTERNATIVE , L8 CONSTRUCTION DETAILS (MASONRY) A i �A Z ❑ P A8.13 SITE/BUILDING SIGNAGE W/ ALTERNATIVE iI _ � L9 CONSTRUCTION DETAILS (METAL, 30 - TRANS. TRANSFORMER d h awnings, etc.). ,,^ ifi -- OTS 1 •-$' ' t�#� JWri x-=4:18.__- -- .-CONSTRUCTION DETAILS (METAL, - I 11 CfD . . . a rov n r n , , ,� _. __._ _ . -�: IIIA CDNS,KUCT ih DETAILS ST7r FURt�ISLc1NGS ��`'' rr d VOI1�,, •� I 9 . T.S. TOP OF STEEL 31. Roam capacity signs shall be provided in all areas containing more than '•°- . - � . ( ) , �, TYPICAL 50 people for Chapter 33, 1988 UBC. G�+ri i�C7 - Y!?1D R E V I S 1 O N S FOR c�Tr use owr<.r - :. GAUGE TYP. I . S.A. GYPSUM ASSOCIATION ",;L 12A I RR I GAT I uN PAN •�.•r . . DATE DESCRIPTION APPROVED ` tia ,• _ Qt,1 / L p r'- W I P fiTtAL DATE "A r 11, 6ALV. GALVANIZED em ' 32. Provide approved fire warning system. See E-drawings for installation. - . "LISA IRRIGATION PLAN s 1-- I GL. GLASS $1.1 GENERAL NATES TYPICAL NAILS - - S2.,1 LEFT FIELD CONCOURSE • ! 1.14 IRRIGATION PLAN ` ,�rc�eevvtr_ ' GRD. GRADE . . 33. Provide stair landing identification signs at each floor landing. ' Signs ( FOUNDATION PLAN �' VwW A, OkA - Z . GYP. BD, shall comply with requirements of UGC Standard No. 33-2. a S2.Z RIGHT FIELD CONCOURSE 1 L15A RECLAIMED WATER NOTES - GYPSUM BOARD U.B.C. UNIFORM BUILDING CODE I ' `'' ,f W -- - U.No&. .. UNLESS NOTED OTHERWISE �. All elevators, stairways and other vertical shaft enclosures shawl be of 52.3 LOEF�T�TRI�G PIAN i � � ��j �I7� Ydld r(wALC�,�K � X &D H7 FIELD CONCOt1RSE L16A RECLAIMtD i�A,cR A IRRIGATION DETAILS ,. UR. 11RIiIAL L17 IRRI�ar4T�Oir DETAILS a < O to - - 1t' hour fire resistive construction continuous from floor to underside SLAB Pl,ws Ill-. S2.4 IEfT b RIGHT FIELD GRANDSTAND "l18 IRRIFaATID;`� iYz1U�IG CALC161AI I4Mt5 • , r15 Ct7►N1ST. _ - _ of structure above through which the shaft passes. Ali openings into FRAIMIl: PLANS 1 L19 TREC; vl�tE G.cOu +iuVE�i *LAAt • .. - , I N _ such shafts shall be protected by 1 1/2 hour fire assembly. 52.5 LEFT b RIGHT FIELD GRANDSTAND r - . - 0M 1�� - V©ICT `-" 1, IN.B. NOSE 8IB8 ._.._-. . . 1. } ! L20 TREc, V atic s Gkt�til�l;�i JVck PLAN If.C. iIALL ELEVATIONS t TItESE i LA WERE PREPARED ISY: FW�� DATE HANDICAPPED 35. Interior dimensions for al] openings not ]orated by dimension on plan or S2.6 LEFT b RIGHT FiflD GRANDSTAND • *, , r QAAITV:P Vol 17 U . 1�WR. HARDWARE V. VENT " . . MALL ELEVATIONS L2I TREc, VINE Gk1N3COVER PLAN � detail shall be 5 from face of frame to face of wall between room r - o�Arv;K ' H.I.D. HIGH INTENSITY DISCHARGE VAR yARIES '53.1 CENTER CONCOURSE .iBiA = -r OMIT)' 112 - "O �_ . V.C.T. INYL COMPOSITION TILE yartitions as shown. FOUNDATION PLAN 1 I L22 ShkLiE PLANTING PLAN � - , - , . �. HOLLOW METAL C� I 1{R. ), . I .VERT. VERTICAL ss'.T CENTER MEZZANINE <;7mi ;U2 - V01D � DATE � . i . � � i. All exterior wall steel st s shall be 6" deep x 14 ga a or heavier �; FRAMING PLAN t23 SHRUB P' ANTA&G P'AN ' HORIZ. HORIZONTAL VEST. VESTIBULE with aminimum I - 3.65 in and aminimum S - 1.21 in with a mieimum ;x3.3 CENTER GRANDSTAND Iit PMSBOX b 0MrrT-rj� - 1/4:2)p' I` r R tzal.Enommomz - HT• V.L. VERIFY LOCATION I t: r HEIGHT yield itrt;s 50,000 A4i LIAI-e=t eoted Otberwtse. t FRAMING PLAN 1-1-W -'l24 SH5w6 PLAiv1lhw t'LAJk T� �� CO - i M.M. NOT MATER . ^ , . 53.4 CENTEtt ROOF FRAMING ,- .,. ��•Ir....•�, .�. ..r.: .-.__._ � ', Ci OF RANCHO CU 3tCN '', , � < '. , N3 5 BER G ELEVATIONS O ; L PLAidT aLG �CtaE I+� Adis C NiTY SERVICES DEPARTMENT: PAI iK.S DIVISiOIV . 1. '47. �'hcr� w i tt bt h0 raG`W 4 in t�1a, door ro rhatal ki ',: z5 CIM lT`l"� - -V0 IV 0 � - T MALE �'. r � / � `S3.i 'CENTEr't GRANDSTAND � � 126 PLANT.PIG Del-AIDS ik iW►at3 I'ROrEC .. '� - a LZ7 =TBtkTUiN1L (?E711ItS A NOIE5 v L-- � T FRAMING ELEVA+IONS lw NEST .1 ouEcsE 2 , '` w` � �. r (") INC , ,. .. CENTER CONCOURSE '1 - - � � '' ^ , IN H ' W/ WITH SLAB PLAN I- i, ., ,p �,�/.pJ�t{'�.�.jpT. �.. 7� ,- `.:J .i '� -� , •4 ' . w I fir°�4rY� �'-�t / SHELF .ou ,, , t INFO. INFORMATION I W.C. 1rATER CLOSET RAMIPRi TAND sE vIC �'u.s� net. � m Si I r-� 1 . 2 CEN GRANDS � yrr . F G PLAN FOOD R f ,� , , INS. IIISUL. INSULATION _ WD. MOOD . $� - z .E r r lr RtIIc.GE zz + NT I WDW. .3 CEtFIER GRArvUSTAND _ _ .. 1. I �c _ Epi : 'Mba: apt, • I INTERIOR WINDOW r4kLL ELEVA I'aAS .�,:1,00.,..x,: "00 .• .yCs FOvtr .r nv.c a , • /' t ..r INV. R / r WALL .10 UWE IV TED r WL. ! i4.4 CEk i Ere t;iZA i0STA14u r X . "v i �aI j c 2 r .- • _ w. _ - „. M M. MIR 4 FC/OU sL,J NO. - -_... ._r__. E M , - - ESH IiA�.L ELEVAT IDMS � 105 FtX'sty S�nV.�.r� �.�a.I r��E�m; '�al,'+,� fy�_ G. �.._ �` Cy a` r r •• 1. , _ , ria W.P �, �S I 6L0G A �,.^ FOS', �'Gi/lY t'Li,�..�i i'�h"'t1CA a 33�'":.ru.• jN. • MIATt Ft�R00F ( �"t,° ..3 �. ��y� rr•,�,, y,tom, .�/iI�'it G-J%J�. 4, '.. '` "s+ �., k - -T , I a EL0A tats :,,, ,. _ .r , wvrcr_ i .. 1 . " ' , WT. WE I Gi•C 1 ' . .` - .. �' _ - l .,_. _ .. ►1.•..._.. .. , ( t A rr . �/• ',�. 6' &" 4' ,,, r d.;'� ,. - i� .. 11BiF MELDED WIRE FABRIC I :►A meq, r-'-,}., �•OiF "' ----- s ""'' t.. -. w , •` t • { f ... ,.� ,.- ream,. % i.www..., m, e1SNOP CaiiAPNICu/ACCU/�fdf; ,,•.• w aI + IiGOlpi/1 LiG M�71 --t+ . { -c 1 ..' L . . a. - .. ,. „ „......,. ,,. .. ,n... a ,. ,.. •�,�•' I -�, t. .I r,. .,. ., ;: .• .. - --,- ^, .cI - - - ,r _ .. -...n' �,,..._ 4 w••t'.. �.. ,.+ r`.r" t . - .,I. a • rr. t vs a .. ,- .. y r . _ r. , :, 1`.,•a \, M .. .. :. ,-. A ..,. '1-. .+..- .. -.,. f: aI.Aliftlim" 'r �s:' ..A.. .f .1. . . Y' .. : PrP .,. Jn -_. ,_.� 1, • -a •f s_. _..._ --tle-.i tea• .. , I'I'�A'r..'L., !� �a�ri�rY•.ar•i'.�,.iti.+yt rr��4,.t AFGfw'R?� r i� IR1T ..i� `r�I�_- tJLL ,. , .''.�'F" F+�''�,';�i1:F°"''R: ..ry��. 'y"`:,�'. :'!•rl•w .','!'FNt.`.+Mt¢'Ikv'•'G••� .,.,..may,..ire..;...�...:,,..y ,r,... .r . •'.. ^►, - .•ihW .. �.:. i -• .. ... .�,• ,� ., _ _ sees-y. ,. _ .. w" ti,► __....-� ..+•: '\ ... .. „ •• f �+ \,� 1 • LEGEND " ' SYMBOLS LEGEND,WALL • .•.•� 001a41 Rotor"" s Oeta I 1 nufflber Concrete - poured in place . . A8• -s___,• k Certificate of Compliance Part of Porfomlanf q Certificate Of Compliance (Part 2 of 2) Performance compuanco G -1 B y" - -'_� Concrete - precast Or prestressed P t ) ooroments CF-1 B Sh"t No. on which detail Is -- draws Concrete Masonry (describe size, ►�c c - - aatar Mlataatatt �u..pay of units) > and laying , I� I• RA 7110 L1X�11A dJf,�[1 SPif�Tb CI�M'PI FX ,y �������� _ r y - 1 jkl L f_1 AS-PI RC - ROSIfr� ALV�S r'(i 1'�t] 4Y30 - nprn..rFS t o. yps 0- Section , mmemr IIr11 SN41M 'Mference �, Section number . ' hots. Mon am an.Part 2 may be submitud,but all must referrtoe as same Part 1. The person moon""br dm*aoa�plaltoe ler each . i ,� n r_t)rA"nalt,.a wow buldrtp eyeft-t aduroMAsdpa.a+. w oompknm sawn"by eo*q the approprials span.below. Metal Stud Partition - afetal studs 4r wide '�1 Sheet No. eA which detail is I O Ur`t' own �"�� to erapfl.no. sw.rrr.nt. rw proposed bufldhp � wia+ ars requinnt.nts btdaabd an r,. CerNaft of spaced 24. O.C. or as otherwise indicated, _oc R A E(S4T !orI*-prwu By DOW Mtsttlriat i dated a� �`�i�iidr i oaru and we Np11MMt t#stm►amurMw baa and the extend floor to calling �rindPaf Dosi rw. The proposed bwiidinp will be in substantial Ine"a Ans"t. The 4m Y pe►tormance analysis summaAzed below ' Building Ssetien C Section tetter with ens CalAomm guild E was Pwklr .d using an approved CEC calculation n+sa+od, with CEC Metal Stud Partition i on - Sound insulated - note i f ^0 r+«vr- EffipenCy Standenit . , •--- -._.�, it is buitl s000rdw,p b a,. plans and s Ooru and Provided tt�r d And"restricted w9menN Wpm fa re appiicabie climab Er♦!y«O�e AMrad INpM� 1�6M1 Bu1(.�11��' extending floor to structure or floor to NOW"" and n �. Sheet No. on which detail is i b++Prowwtc ors completed a000rd�b a,. rqurements °O�ar'oY NPs•. us q an approprmr nprvsentstron of it"on this C.r.frate of CornPfiarwe. The plans and speodombons builckQ zonwsg and phycroal conawirs m. Al spnitrant a^e-W i ���aNIV Al. 21-?y 21-TIT. 'It-Farr+ coiling. hiss aMsdted �'a haw been prpard to w ciode all 1 oonsarvation h atuns a vat+on N two sot=below,ar M as aupplentent _ A",p E�{n qaw qt. N A -N A b-F♦13ou , _Y emSeqend lmmd id�sr W" to&a iOWN&ave bWWSW wAlh Owl areas M Ma - -44c> P ave Arwap•Cpaa+•Wal Eft. 10.0 10.0 h�+Mer M� O x ` 4 b7lafbgArealnW.lf. ' ' ` -- ro r Metal Stud Partition - Metal studs 4' wide First digits Indicate row No. s AwmweCMOM. . . . j1Q �7�_ maw= • i , a, • fMatltq Ates�f1ae1 sees. NA ,, NA r . • �-_-._. 0 r A mg ec • • , , _ _ extend near aced 16" �-to structuareas eabove rwise indicated, R� Referewfe! Next 2 digits Indicate �! Fero 2 t` ripe No. Q AvIb • 1 hour Elevation Nafwrewce No. (D 6ria-) Y�- 9Y3o ._ tal • a'""r � spacedStud 160 O.C. -iextend from noostuds r4towide floor or _ 1 u"°°"�Ofedarw'01l•wALVsW?• • •E�I181�Ow rt*) roof construction. For 1 •hour construction use First digit indicates near No. T 1.1! "_E r� t� 1 layer type X 5/8' gyp. board each side =I U90 Qi f, ❑ . ! CEC Oooupnvr Type . . . . �.�boli. Owrw. The arm aorts.rvalion fsarwss and perbnrwr,. A 5+��. .�a• ••• � Uphtlng NS feA Next two digits Indicate door spedfioations Wdoelsd on ft dooxrwm and a, we plans and a ro Willoned Boor Area . . . at �o �• . �' Door Referewl:! . spedficalions snaN appy b futur alrteratians, w�less oompiianoe is � ; • Mao r ANewer LPo. . TAb t£D AP P1tQAGL i • • Mo sN stheduie O do-m sVowd anew and a new Csrtifimle of a llncorrdipored Fboor Area . �. gQQ ai sees°"`, Ararred IsePeM/ .. _ glazed Partitions - wood or aafatal and glass r Compliance is cutiminnsrd. A set data i 1 s - of tl►a Careen or will be stained and transmiaed to Iuture tenants, 7 budget Table(fr.Standards). q g f3 ���S� �+w . • VD. . . . . . . . . . rMrr1A11iL iK►ru owners a oa►ers wive r.sponsibiYty br makx►p improvements • AU.Energy Efudpet M+s1A) • .WS-SAL_ a -!� 10 �adtaM L�tsttY t�hl ^ ' a nwdifiationo b Pew baYdirp. M this oertifor a t bot, . new midlorate 1liwdow =N schedule ` v ' lnay be niquired bola.•pornwt is issued for aMerstionc. unoondiooned • GIe.Merwd CEc hwdelOalr„�Q��_- � 1/ Ae�t�d LSO�. . . . . _ �.Z3 we11sM _ iplar+s Minddow Reference D t'� brat am Mdicat.�a an M» rnd,r Ins...ns an oondilian.d in rt. ape►. . . . . -.98 a catr.f c¢edr<v sees . . . `L jYlEn AiWrr awe:h •baa iiy�Nau 1' tf"'t�"w'!f"'M'!1'°'MI"q'W"�'°rl'rr I, CaaAM.d Enspy use . . l t ,. / , Ewtr.lop.R.quf►awren/. llhraf-yr. sr'f0'fAL �OfL A.L.I. (3l.DG�=s. ( IIJC.LIJDEf� 494* 1xy)NW B�.yD iw7t a - METAL co U0, PAttTiTION - FETAL OrUrri 4�i�1(rp� a I: Average RaofK).iw,p w. . . - I�FiUfHrr �Fa'Tha7f UH LEFT a llaNT(,D 5 k3Js r vuv hPA6C-P Ifo It O.6 - L'XTE NO FIKCIA I`LI2, TO FLle• - - -' ) , ky •,,' : •sees A. 1i AvengeEidniarFimAt . -- h-F409W t r►'up HA.jN-r, F GYMS 1 O;e 1e0o 6ONyTi dCT I ON. IXOK 2 I•+OU K �, 14 7�0-�73 a 3z 114i o �- GON�T'iQL1cTI0N U5E 2 LI�YERF, TYPE X 6/g 14 AverageOpagw WaM qb. . - b-F•smw �--� (3' *�$t•4A�1-.V10 : KomW eII-Mee � ' N Revision Reference Revision No. see brief iia GbYP, t� EA. coiM ALTC-RWAT1\/E 2 HOU title block V1- 1a orarq Area in ver sees . �� r �: to 01�+-588+S&��• Iso s 121s4q�F�'L _ +� 'li• .4- �+c�'"• ,� , , 1a Ave"ve SC(Wea olathto. . - *YO ' 1 4HAPOT WAL GON42TfiU GTI ON (SHALL '13E .� 17 Wwinp Ana in hoof. . . . - N� t1 t �-PD: 1501?,W✓iZ?/!�}'FtL s 1•Z's W 2 LAYWR4i W& TYPE'X'CeYP. 131, ONE 51 GSE 1 li ? 0 1=� Is Average SC(Roof file). - -! LINE-K www RaprM«w.nt. G HCi UPAi 6 f?il`•1�0.G, LALS44 NOTW ONTIMMWICbe, ..� � U En,aroment _ The andfuture alle w Albw.d WhWe ' LPD ! MechanPcai AMwer MMepo..r F,r✓ f P- - L a1 Exit (i11uaisated IC Subscript: R • Recessed o "d - �*vy with ai.�tomia Prod Euildn9, ratrats wbp e�tp _•.�Q wewAN Re erulce ! o A ftioiency 3 • Surface � 6uridrrp Ererq�E Stan cell provided - 3.i tJrrt Fan Power. _ 5 3 rwlrAelm ata. tiorm I r>.nquir.nw,et arxfa.Msd an aria CeribicaM and � Allowed comtrtan Areas LPO.� � ..__- _ Q - �4_ weas/al 14 __ o-ftmft 10-�5-9� ` !wa wa�aMte aMOf apphombis a�.aswea, as loop as baho bi" oo.trpangr fit ANow.d Tenant Span LPD. - �(m- fZ waasKf is rlabd Cooftlp Capadfy - - 7oM5fladls) P • Pendant a Peonage z 0*V R.duc*m . .�.._ waftM aid. N Ileled Ileetitp Efoi.ngr. . - Q � m""• �•.�- r►M) 17 RaNd 1 Isaanq Capeeity - , M P ► 94 Sysbrtr Type . . . . . . G E.r/T�,b u l 6T-UP VAV 50" N Eaonontfssr aoaNnpt . . .�_ �_ (YM) y IS L4*Fen Peers . . . . . . . -jsq - waMvdm a !"'Ma"f1• •-�` •-- -�-- IYAq 4840 1RylaL BLyM. Surrm E04- 4, 't Pkad CodilV Elf;d.noy . . _2.93 junks) t7 Aabd C m*V Capacity . . 13TUY�unils) , E NaMd ° ► _ ' b fleatKtp Etfioierroy . . . (nails rTi A d Directional Arrows Use to indicate pitches, � r a pAwd Hraorq Cepa ft . . . H1,iQ�.hLILN�) f. ca U1181111110 ML ltopos/ direction of stair lwnl ° O 20 a..b"? . . . Y nen •tc& N f 81 CF-IX Annftaet . . . . . . . . . . . �_ (Ye4 c' . Use for notes, uterial irk a�ArMprr lsprrMr►1w ',� � �-.� �/hiltD nst�d el•Isaiar 1eN Illi._-r_� - Rotewue Arrows C&I outst etc. Always use straight lines so an angle. C/) - - - - . . - . _. ,. .. - - �•.. .. .. :.ti•:. ••a:......... sees ♦ . . _:,••:•:•. '_"""". F 0 t N r k North Arrow I Use for all floor plans - Reference ( bate in Isar right hand O oR s Go L x SCALA :--SPRAYED FIREPROOFING -0 CIRTI FICATE O CUM PLi ANCA ( �!� T MP ) NONE REQUIREMENTS C: TELEPWOi4E REW eEF ES 2162X14 - AC LT < � MINIMUM AYERAf:E THICKNESS OF FIRE PROTECTION MATERIALS L1.1Cto5rUt2E ExTEeloe puTt�aoR LIC T'ED APPLIED TO STEEL COLUMNS rF-FE2ENCE TELEP14014t fl4i:L )1U12E Z O Nim vkAW10 Thr. A 4 RE40, O SIZE W D RATIO 2 HRCo.) J ��� `1�L.�P1.10i�,!!E l+ Min. W01 14 X 730 6.62 3/8 Louvee R FEIZV46t L f •� L JVEiZ TYPE Min. W14 X 228 2.49-6.61 5 8 SEE 6cREPULE < Min. W12 X 106 1.44-2.48 1 V ❑ Min. W10 X 49• 0.83-1.43 1-1/8 . X Min. w8 X 28 0.67-0.82 1 318 J L) Min. w6 X 16 0.57-0.66 1 3/4 CL Z W Min. w6 X9 0•.33-0.56 2 1/8 G Z TS8X8X14 - 134 O ' V v � TS4X4X14 134 Z V MINIMUM AREA AVERAGE THICKNESS OF FIRE PROTECTION NATERIALS E ' APPLIED TO UNPROTECTED FLOOR ASSEMBLIES p[ F-�- BEAM SIZE W D RATIO 2 HR O V W ` Min. W8 X 67 1.60 or Larger 3 4 < F- Min. W10 X 60 1.20-1 .59 718 aC = U ' Min. ws x 28 0e80-1.19 - i � � . . Min. w8X10 0.37.0.79 112 FIRE EXTINGUISHER LEGEND Joists with or without lath, 2 1/4 scrim or net -- �' CIS ' SYMBOL _„ TYPE NOTES V MINIMUM AVERAGE THICKNESS OF FIRE PROTECTION MATERIALS FE_1 2A1013C WALL HUNG z APPLIED TO PROTECTED ROOF ASSEMBLIES 0 1 HR FE-2 408C WALL HUNG Q Deck with Gypsum wallboard 3/4 FE-3 2A I 06 W/CABINET Min. W6 X 16 w D ratio 0.66 or larger 7/8 Min. W8 X 10 W D ratio 0.37-0.65 1 1/4 FE-4 2AIOU,W/CABINET AND BREAK ❑ GLASS ACCESS R E V I S I O N S FOIL CITY UK ONLY IL1 • nTiAL DATE �`- DATE DESCRIPTION APPROVED STREET ATER/SEWE ' � TRAFFIC A�+ -� W FNIAL CHECK < � . R/W 4S CONST. 1 � O THESE PLANS WERE PREPARED BY: FOR PWATE USE . aMT1AL DATE Z DRAWN � _ CHECi ED NAVE PATE LICENSE NUMBER CITY OF RANCHO CUCAMONGA � 9 Q COMMUNITY SERVICES DEPARTMENT: PARKS DiVISPDN X r PRD�ECT HAMS SHEET 71"A c , &q 1 �1 PEN `►� A VED APtNtaVl/EP - lOr NO.o ►' 'i 3 1 f Of CAS, A O-q mmmGEn ATE - CITY ENGNEEA T 'l 3 1 DATE - OFFIGAL SHEET OF �� APPFXNED �+ 1sI11MrN0 SMO.� W DATE / i 9 //e/9i sees. \ M.hlpr aMMMCaUOCU'Maa , ` r"!- , W •'` � r sees .�- ' - ' MOI�i11000. NO ANe7e +t - r • � 1 ` _ � 1.._...:.+ .-..�....�_.,. _�_L.,__.��--�-_...._2_���L.. .�..�. _.1...___.... ..r.. ._._'� __ _ __ _ _ - -� `��__ _ _1 ___ �a _ .._.. _ __._ ... _...�..__.�..:.�i. _. ...,_.._. _-.rise_ �f..�._-_.�=>•,Q�n.��_ ,_�.�.. - - .....��.�__...��� �._._�,r-.t•�,:..:r _ -- _a:�i:✓..r �'zz► r 01 N 00 0 r. X ❑ 0 Cy') 0- I 0 rD RAN 1 ,,, O C U� CAMPLy, 'M .e ` O O-ALiGA S ORT S CO EXC1 C_W ❑ GENERAL NOTES 0 1%4%T 1F1011 2�LiN*Ts ,y N I. All work shown hereon shall be done in accordance with City of Rancho Cucamonga Standards and Specifications, Chapter 70 of the Building Code, latest edition. 2. Prior to start of grading all existing vegetation and debris, ,1 C including existing structures, footings, foundations, rubble, O trees and root systems shall be removed from "the site to the .�. satisfaction of the Soils Engineer. 0 3. After stripping the existing debris, any existing loose fill p U or disturbed natural soils shall be excavated to the satisfaction of the Soils Engineer. 4. The exposed soils shall than be EVALUATED by the Soils 1` Q) L'L Engineer, and any additional over-excavation shall then be C i > made in accordance with the Soils Engineer's recommendations _ and as contained in t:he So i 1 s Report. GRAD I NC PUN i 5. The exposed soils shall be scarified to a minimum depth of �� INDEX ❑ 6-inches, brought to roar q*knlm moisture content and compacted to at least 906 Comsoctios. Gesed as We ASTMD letwatery hast wAlhod. ' 1 . Title Sheet Iq roormtu 0 =:;IQ= zz 2 . Demolition Plan N 6. Compaction shall be obtained by methods specified by the r 06- Soils Engineer. 3. Detail Sheet 7. if any unknown sub-surface structures are encountered during , A construction, they shall be immediately brought to the PROJECT LOCATION =i I0 4 . Detail Sheet attention of the Soils Engineer and Architect prior to I = 14 CY proceeding. hm 5 . Wall Profiles • W 9. Dust shall be controlled by watering throughout the grading i t _ and building construction operations. 6. Wall Profiles / OFMW SWAM 0 9. Protective measures shall be taken by the Contractor to I > protect adjacent property at all times during construction. ARNOW : ROU E 7 . south 1/3 Grading Plan Protective measures shall be taken by the Contractor so as yrl not to cause any mud, silt or debris onto public or adjacent ii 1 . Middle 1/3 Grading -Plan 0 property. Any mud or debris on public property shall beI 9 North 1/3 Gradin Plan , removed immediately. 1 f ®9A MORTH ij GRADING PLAN DID ALTERNATE 9IDET (1) P 10. Prior to start of any building construction the Contractor ' 10. Planter Details shall furnish the City with certifications from the Civil i 4k, < a Engineer and Soils Engineer that building pad subgrades are sO 11. EAOi/ON COMTAOL KAM _ within 0. 10 foot of the approved plans and that the proper Z O LU compaction and preparation has been obtained. 12Coordinate Sheet CK c 11 . No grading shall commence without obtaining gradinq permit Ar • :F . O 0- and notifying grading inspector 2 WN'ting days prior to the start 13 . south 1/3 DisiOnsion Plan "' rL of work. J 12. The Soils Engineer shall also be responsible f,.- oh3arviag am MotiM vWft Was ►utON 14 Middle 1/3 Dimension Plan < sled certify that proper compaction has been obtained by 14A MIDDLE �b DIMENSION PLAN BID ALTERNATE NDET. V O subcontractors and agencies concerning utility line backfill 15 North 1/3 Dimiension Plan including, but not limited to moors, water lines, 13A NORTH �j DIMENSION PLAN BIC ALTERNATE SHEET X electrical , gas and landscape irrigation lines. 14. ON-SITE SHNIS i AND STRO406 Uj < 13. Responsibility for grading and inspection shall be assumed by • V w the Engineers of work in accordance with Section 7014 of the /aiC/1 W`r,6 EAC*/A/jF&rS �t/or/CE TO eoA.IrtAreracs r CL Z ((znn . "uniform Building Code• r,We sx.�tra.Ars s tate riiA/ or e.✓y rAM01t � o �.J iS Ar"-*A/v ./r/c/r y m v ow or s r"4A-.Iv r" s.�., ft/ XWMr .�V O*,ft �nF 14. Certificate Of final lot grading are to be submitted t0 the "rAlwso sr 4 ss.aakY/ oc .r.M.rwWWs AvvACow ri riff Atrsr A- arcs &Amx&9~ rw'AP ,ore .vo arr.-a ./roc/rws C/) building and Safety Division prior to final building ,rXcsir AW AAoAFp OA/ swrss A"A/s. rw'clrAlmweturf ,s A+!ac/MFo ,w zwAse ~& Awar w4,ra vAirr AeArArwrs r• O wQ inspection. (By the General Contractor)® raorEcr 7.#.* ara.,r.ss s.✓owA/ t vA/y orw.r c/Ad�s orf! srt./crr�1Urs Ator av wA/ o../ r.sff" rtoA�Is. Q 15. An "As-built" grading plan and certification of compliance CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES AV Countvcraes Ar-WAeavrrAaar*" �«� •1&scAr av6ff l .A/ co Aru►rAw ry rA•6� /Y.rAs sw&4� � L) � 9 n9 P comp eAAPi/cr rwEic 0Artor W_W se rv..r Oct EMp"r>•Irs .rte Arov/Owo A• W-VAN /ftsca rw w40W. .#AAP rA/E O with said grading plan is to be submitted to the Building andr+/k/c /s /•ir.0nrcrro. A!C COA/rl. eF#" f AW0e0A0#WAe7Ass JW.4:4 t~Afty x//rw 74-As "'aeeAAAWrAWAF& Safety Division prior to release of grading bond and prior to / Construct 6" curb only per City of Rancho Cucamonga Std. NO. 301 . 'LF /T>W7® jwwr✓ vjp AwA1ry ,rAw j&OrwAlN oA mw as. aCW~erA.WA& R,/ c..0�os, 4k/v w/ry r,is jwvri V � final grading inspection. (B the General Contractor Construct 6" curb with 24" utter r Cit of Rancho Cucamonga Std. NO. 303. 4L -64WL.F $766 'c'�"�Dis'`�/i° `���°'sr"'W�' ''"/moans/.vc ,�rArewrevr� ocwtssr.�rr�a✓arr~rr ewugals.A' F.- 9 ng P� Y >m ? g per y amsos� w 16. All slopes exceeding 5' in vertical height and exceeding 5:1 ; Construct 3" A.C. over 4" A. B. . Sf N•I�l ';I res e/r/.K E�A,1AF.FC rvocc Amr a& fgfJC^~s.rrda Av •e4/✓ warn Ral.r nrr eoKmveraes' j sa�inwavrawwl p[ O slope are to be )anted with approved )ant material andP.C.C. A 340 SF eb�/.�c� ,v/rA' rAw 4eeA,~rAwA V. .0,0,WrY 0"01 A/6.0LTA/ Area a/rw✓s"' or rnwr vs. AvwxArrrAwaur = Z Pe P PP P �- Construct sena 1 e per Sheets 4 of 16. 11W M VQA%rA AV_ .�rAe> Ar ll Ndr.✓sr91rsicr...v SMOWrY ~O'A ..� O V provided with approved watering system. ConstructP.C.C. , tin= > . ® 81.330 S.f • 17. § sidewalk PIER t,-�i�ScaPE dk-�+1�'�T S P�S �'4� S+lTS. 13 1� iaJ[ S ,�rrrrrras �rwrrwcs .��sEs s�rr .� s.�lcc w�csu�lc :.,ca 1 cr.�cEri �•:�.✓s/ar�s NO elevations will be changed during grading for balance or / 430 L.F 1nr1rro4/r/tar/c/ry ~,C -Ass :/ c AVIZ01" awr.ws 7AW ~rrs Apw eWA/tr�r./crA.A/ iF iWzo ~&%.I�-r C' z � an other reason without written approval of the 1luildi b Install trench drain per Landscape Architect's P-&^, , see sheet S 'E Ly Y PP ng •t•!Tt L.F I '!� irucc./awc.A; sssrrr 4*- Mex �r�rs..vs .awl/ -Aryavr�-� nw►r nes .rEjtr/sr.1.1IrA/r s.%vets .eMwrlGY c.M.irwrwill�sc.y t/') < W Official and Civil Engineer of record. 7 Construct limited access curb per City of Rancho Cucamonga Std. NO. 902 . II✓OA.br wE 4.,&#iruv ro AMsAANZ W WAU4 MMWSj AWOO rw.r 7AJE 4o.41MOc7aAr ,r.,sA" atr0-4ffA/v, ,,,0os.,.4iA,,1-r w 'I 19. All P.C.C. water carrying devices with minimum slopes less 8 Construct sidewalk ramp per City of Rancho Cucamonga Std. NO. 310. tl EA. AV-* .voce rArE el" aF,eVA.CA/o eACWAd.A/#,* Awwavr".-Age41r .ow../cr/ow.vsc .vA/o rw ArAAWA%AwrAr z than 0.5% will be water tested prior to final finish. No&A.#,44- C A ALo PA/Y 1 Amen L/.Oe/L/Ty, .0t4L ON .0"04040 A4J �toA/ELr/pA/ W,'ri/ rAAF Aff,t/rlffMAV4JM U_ 9 Construct S' high block wal l per Profile sheet S of 16, awd Landscape Architect's PLANTS ® &W Xo AM A.1 rAi/s .4VAr4.4scr, fVeff rA&1# Ahff cAV40At/rV Wr;ff14 P /fir r.•ms err• A4r-o Lw*wane) 4&- 19. All walls require separate permits and inspection. t~heet 29® Detail "E"® 1L -&a&-ur.. 3700 STOMP ~AJVY 9Lr AW~JWA- O CD 20. All works within public right-of-way require separate permits Construct retaining wall per Profile sheet 6 of 16, said anArchitect's Ldscape Pi..A�S ® }. w ee and inspection issued by the Engineering Division. W LF 21. All roof drains shall extend through curb faces to outlet on sheet 27 . Detail "B" . ®SPCCIAL WTF- �_ • hardecape. Calot-uct e%bfer„mss for L'1lelwape Arcl,tier-{ 's PL,rts 4 Srec,�'�eat�•ns. �tFer {0 !9 hoe /Jo.N1� M S.F. 44~,l /.04W v V C 1 22. The undersigned Civil Engineer will be responsible for 11 : �'Ied41.0704/e7le .' 44k-rF.cJD f AjirES0 A)@ lie .))Poor N WLIAI/ 94. Ar«/s. Rion) k CeV1910AJ, sy oEesisN cVL ECr_A 1II A:sec., professional inspections in accordance with Section 7014 of � EA.k;onstruct 18" curb r Detail Sheet 4 of 16. © 100 L.F. /A/ejlapas "Ise. 4J,0rts , CWA7Aa4Es the "Uniform Building Code" J Is ruEw PL qAJ amosrs ewe c osEraw •e _ Construct curb cut-out and local depression per Detail "C" sheet 4 of 16 . ~171W AWP irEMs Alm .Jarmo a�/ TAW ve n�ent _ 23. Paving shall be performed In accordance with R-Valw4 pevetesti taMen 3 iAuoiv1PdJ,4 . AN"TV. to determine structwe) sections (prior to Pavlof). l4 install "Brooks Products" catch basin NO. 2424, with traffic grate per Detail "A" '? 2 EA. U sheet 4 of 16 . Lv � A ,S.,l lsfarlb��ee fb-rr►rf is QeluiGe-� � f+t,s fhgi�f ode!-� lb..r�f to LF Si// r'0w -,*/ a/ 4yr/cel/ut if 000387-1i// Ar Itistall 4" X 14" rectangular cast iron drain pipe . PART�A *71"11 ,4^.l.�fn.' -0460~44011S.&.4 �41r.>'/t .Sifs// 6r �A"�tl✓ pe �. tibe cfy AA&e r4 .ua,40w 0/ . E'er 4QWWAIW Rr/r 482 sf. ! 17 Construct spandrel and cross gutter per City of Rancho Cucamonga S?D. NO. 308. 4• REVISIONS FOR CITY use ONLY w h Construct dirt shale and berm r Section 0-0. - 1'�I DATE DESCRIPTION INITIAL ' DAT z Is , P!' I EA APPROVED E ^ z Construct 25 square A.C. pad with C.M. P. riser per Detail Sheet 4 of 16. ,[, /r-7-90 cvl,Wiro vA/r //ss' 'L•I) STREET NOTE TO CONTRACTOR g 0 Construct underwalk drain r City of Rancho Cucamon a S?D. NO. SU7 . 1 EA. '�-�-�/ r D Irl ATERis1wE THE QUANTITIES NOTED ARE PROVIDED 9Y THE ENGINEER SOLELY Construct special cross gutter per City of Rancho Cucamonga STD. NO. 309. 1 EA N a �e �++••�►� t GRD t DRAIN FOR THE CONVENIENCE OF THE CITY /(D- Construct •" Concrete with wire mesh r Section P-P. © TRIGY �� TRAFFIC �, FINAL CHECK ❑ t OF RANCHO CUCAMONGA per / t REDEVELOPMENT AGENCY_ THE CONTRACTOR IS HEREBY Construct variable curb with i" -oar strip per Detail "D" shoot 4 of 16 -� L.6 120 Raw NOTIFIED TO PROVIDE THE AGENCY WITH A BID BASED ON MI. Owl) "(H � Oto 6") . AS CONST. G C/)` KTMMINATN�II OF 9+IJANTITIE9 AND A COMrLETE d08. 490 S E 7 Construct drive approach per Detail Sheet 4 of 16. C/ Construct A.C. ramp per Detail Sheet 16 of 16 . BO LIJ SE THESE PLANS WERE PREPARED BY: FOR PRIVATE UJ Construct 6" curb with a" mow strip per Detail "B" Shoot 4 of 16. 685 L.F DERVISH/ GUERRA 8 ASSOCIATES INITIAL CAT[ � ` Q Construct bus turn-out per Section M-M. 5,130 S.F. 8331 VVICA AVE. sulTE 00 AMr. M CW,& w N»8 DRAWN O �_v E/OAtT/yiY/o.C.!' .L/T/T/ES� diameterlnstall •" diaoter RV.C. drain pipe . 440 L.F Ape/eoT.esee um[CKED aloe c.r. fzmw cwr ,ago e .;ios�sF1c4 ® lnstall "Brooks Products" catch basin NO. 1212 . �� �'�d> ®): 6 NAME DATE . w ,es.wE SAN rimes ExtWot• srAs.✓rw,i s 4c&.4WA4 -�_,�a, sArAur~, , ��E Cona t rut t P.C.C. down drain per Oe t a i 1 sheet 4 of 16. 180 &F LICENSE R �[ FILE U7 I Construct extra depth footing per Detail sheet 6 of 16. IIS CITY OF RANCHO CUCAMONGA Construct 30" high retaining wall per landscape Architect's Plans sheet t000 L.f. /00 COMM 1;Y V DEPARTMENT: PARKS DIVtSiON V V) Detail *CO . y . PROJECT NAME WEA (� Construct "V" notch curb per Detail sheet 3 of 16. ' RANCHO C ACAMONGA SPORTS COMPLEX y THE SOILS REPORT PPMMMD BY KLEWELDER,INC. ® � PvtnF/ED Ua� ,� Construct open channel per Detail *F" , sheet 6 of 16. - IS TO 13E ACCEPTED AS RT Of THESE PL" Install 4" perforated drain pipe, see Landscape Architect's Plans *booF.t 27 940 L. ' ''�''��, SHEET TITLE PART • (MOJECT NO 564026-01) 3WI 11/5391o✓ OAKS 9094a1amI4P Detail 050 . SII TITLE SHEET o c/_) Po. Cox dvo38 1& Lir W � KLEINFEDER,INC. �'/1/�rAlR�I•�+D �� //-&038 Install 4 P.V.C. drain pipe (SDR 35) APPftVCD APPROv[D r 11731 STElk" AIIE.9 SUITE E "0 tow ® « ip� � RIVERSIDE, CA. 92503 Metall 3 >< 5 rectangular drain F'pe. .- 0 *=T Jos NO. Construct 811 sift grading ana lkalnage fcchity per shoo 4. EA. DATE C0111111gITY lE111►ICE3 /1ANAaER DATE/,ta.9' d$' CITU EIIa11ttR N i L r EA t �. ' • ..•r' mf �� • � I�.a�b✓/! Gat►. .�iywn► c.r�fr .+lltf 7s �wpF I��G. w,.o. ..air� oiR AfP1R. � ® „� � ' APPROVED DATE ! 1 OFFICIAL r , 1.H:f APPROVED - ORAWM i .� V NOTE: SHEETS 2,4 14 HAVE ADDITIONAL QUANITIES NOT SHOWN ON THIS SHEET. DATE �� CITY PLANIm:R 1 DATI SHOP GRAPHICS/ACCLOMWSS 110.AN/K �Y. 01 N 00 1 cy) x O co ... ,.......,.• ....-., .. ..... .�. ;q!!{�..AM'•"A,nn_,.- �,ary;m„A`., - . 1...-,�4i _ _'!w°' '.'-'�" ....�.- 1111 .... i.4'au. in_y " r! r T .•. } ...-.. I.• R _..:" , ...YT -raf. T, t ^,?r ., '•y 'Y"' .w "• r '"r. , w - ` - w " `�.y '.OM1.: I _ 01'!,_• -'•4 ..",. ,�,.. ♦' ate. . .. .a. R' +. ♦«w ,. ... .... - '-F,„__ r r WPW, r r ° « OL cyO x &AREA "A' NOTE : THE CONTRACTOR SHALL REFRAIN FROM CONDUCTING ANY WORK WITHIN AREA "A", AS SHOWN ON 8 W " FOR : +•- l _ _ i" -- -- - t- A E�00 OF THIRTY 30 1 CALENDER DAYS FROIM THE DATE OF THE CONTRACTS "NOTICE TO PROCEED'•. < C� n l •• - --L-- -- - --- -- _ - - - 80 • t 1185.4 + W 1165.6 x1384.5 x11.6.3 '� � ! f ❑ • x � J "s: , illy N ,vTSoo N / �TBJ Zea x 1e3 o O, 0 f - N 1364.6 ' fl • N x 0 � ,� _ _ --- ---- --_ __-__ -- --- - - x1162.9 x3183.5 ' I 1 r ��wr � - To sT.acT a►�' +raou.tO,All .EXtf*T YEq.�T,v?,rcu/ >QEQ4t/�' ik�Cl.64wKJy N .sT«cTaCi ~r&4S, A=44o ✓O,074p /S, AR&4W40, 7ACAl SpfxoaT sr.VAiii s n\ g,r/,qu Bf t'#MovED M IA(& S�4T/Sf aCT•tow o.� r.�(E Saks E�/•viB� W ` '� { ' , • /F VA IY [/4J W11MA1 S O-S r,EZX-,A -5MacTcJ�¢E-+ .taClr I ! ,wsivlEo�iorEcY JWW4A*41T To 7x/EWQ77F;Ajr,4(i of 7'44e sons 4W-1i A41(�•+C � ,00cN/sill .4WAae To j) cif t'l' 7 .'J�frIDLL BE f r�LLE� B� W.47XX/� Ti/Lolor hk1L/T AWZ 11Gu/_ Gi/�F.B.4V7saicl a "' O i rc �i ' TECT/dE A S S S�64LG fiE TAA Fill A41 Tic/E Q�.c/Tx'.PCTGKS 74 i°JCOT cT a L! ---1( '�, l a4t/!JG'E.t/T �XG .�TY �7T .CLL T/.✓.LAS dl� 6CudST�t.(CT/CL(! 4�E.1Wo[?iRiL�, O�TEC% c� Q) Al `\ + T CO/YIPL FX , ; A� ' A�IE.r/sv�E'3 srv.�GC iiE 7•c1�.v sr nA.im cta�./i r/OC;nac so ARX <tor ry ccc► .� _I`' �' ; W All �Ar/O, _-;AQ-, 4W GJerBL/S GWTv o�/se/c ae Wv cs✓.aeF.v`r ^.Care'• .o c/y w�7fd47, 1 1176.6 _ S W r are o�iQeis ae/ AV�/C fW4oWX7Y 3�GC A' "-AOwWP Ak44, 42AOr-li 0 x ; ' X/?NGVT Q r.47.1 11- .c7 l�.QAOd�clly i�.l�asiT z` �� tr s A� .�.toT/.�'�.varc�rr ���crac (t� ►uc�wrCr � � U , x 1175,5 ; ��`°4 boys frlac ro 3TW�T aF �1 5 y? A�4 K,190 WIT.441 Punic trjWl✓T-Ao ,44Y AF4WAdi sEP�evTer ,,le'woiTS C \ - /A/f/krAU/ W�/f0 BY 7?/E CAo(41A4EFC pn/is✓oWtl < -� -- Z - - - - - ` � 7) 7A/_0 C•G1c/T„p�o7cTgC SNL1L R�i"L rG 7x/fr GEoTEcs�vicaG .6[J4i�fc�E.+L/� snot � t. .v?raoo` x I (p�RB>,Od.EO BY L'[Eic/�iGA�L .WL G1pTiG0 4CTai1 s'9, r99o CEFIa.eT .ulo 56-loZG-02� o 3} A .ate a�Ls As7aZA %JCC �*+l is xw6ge Seco raC 7*,5 fJae�lrarst &c, 42WAs� ? Q �f W .SI., Bornlo��d inlo Carve iCa Ljii a+f l 71 } .389-Zl// ><ir Ft/'rr„f tL O` � Fi�mmil Sll Ac- .��sa/e� �i MGC \ 1174.S zq A/pl cd+<•an. �ocrmar/•fd ficv� xii!!.a }" t 1172.2 ! V ❑ 3172.6 1172.3 } X x x 1172.4 "»" J V W " t x1172.4 x1373.4 3172.7 1171.5 - Z z e x 1171.5 x CD I x .�^ Si71.4 , � O 1171.5 1171.5 1!71.7 DgrMo1,177lo� /t./�l G.S / �ir� rs (f) x 137 5 x x 1$ ,�' I ' Ti' i �/ 444611Y.�v ^Wr O w x EXIGT, 5TCUGTUjrE / FDLWOgT1a.J Te 6E A6J,,wvia To T•1'/S asaTJsF•�� `l ; V V 1172.7 3 371.4 1170.4 `, � � i�EEL ,f C77�Y �* •* r 1170.5 x x x /' o OF tWJE rD/c 3 E® f1L�_ A`_O✓.WrlO c/ ,�. xAW xit7a.s Q 1171.4 �flS � - _r �rEI ✓EO Td 7 S4T FAcTio�.J 4F TIdE i o _ < x 1170.5 x 13 7c.s x 1 201 sox S. tu►/ !F EL / G/1Y /.v /1'�cTc y N V t ti AREA A cv- 1369.2 c - i ��r > Ciu/c,,rzErE f3�:sT S�I�i'lo+[7 T•o �:' ,r• a Zo2 EX/5T7w1! f�au�/c�c / &3z) ,J \ xO 11bi.5 3169.4 O ��A�/o✓E/7• x 1 I x 1369.5 I Ix ' O x 1369.6 - GLIA ! 4,gv VLx .4LG Y/,1BS To T�c/E Sr4T,M�:I¢AGT/oN rt s Ex/sT s�TE f �.oc x1167 3 ' Y x - -- -- x - x ■ 1165 5 x S 3 x03 dl»' TI•/� 60/!S EAJa�iMJEEI� G•/7rY I�LSPCT -'• CL Z _ - -- - - .� Q4/- /Ti1C r aN4.4.5/YL7 O•V'Ail7' QL w cn W *�•; "'"1-,--���` - x x � ` ,; 1 / �lbif'�i 1 .9 �� EXiST�Ei P.GG.✓! T�C'�c To BE �E�✓�a✓E v, �X�'� � STo.1� p�z��q 1137.7 116x.6 3161.7 /, s) x /IK� !J7 PbG� 4 O •� pA307' .rOr+J`Cev.SE S c>OL .,...--- - G /L /T+' x x x �i \ ii // 1167.6 x xl 5 VAJ�crC DAf6Cri0A.1 Ac' -Wo QRA.6 +l>C+a1J, .QWCs//T0-T,,f t Z x l 11.4 , .� 41, x1167,5 Sys + 136 .4 - 1 S NOTE: ALL EXISTING UTILITY SERV4CES I INCLDUING, BUT NOT 'LIMITED T0: ELECTRICAL., TELEPHONE, GAS, i� �` x 3367.5 WATER, SEWER, ETC., 1 SHALL BE ABANDON, FtEtOVEJ AND CAPED Yr7 TFie APPROVAL X70 Titer Cii.Y`-^•' (/) X/ �/ t /�• e - - x INSPECTOR AS A PART OF THIS PRO.►ECT. THE GQAiTftACTOR ShALL CQNI'�ACT ALL AFFECTED V f- !'� 11oL.. T WNE7M�R OR NOT SUCH UTii.iTY ' 6„ t ) 11Ec.3 x1167.6 / ` " I ------ --�^ UTILITY COMPANIES AND COORDINATE NECESSARY OPERATIONS 2 xLij 116S.7 ?0&45 g6� - ---- ! _) IS SHOWN ON THIS PLAN- 1166.6 � A�/St75� x < pp ( ) ( f 1 x 1365. x i 365.2 x 1366.6 xcv- x1165.5 11 6 3166.5 1165 6 I I iART A 3 5.6 x �i' x x ■ I t i F}kk' k 1364.61165.5 ',`s ,.->^ 3 165 `. - x 1164.4 1364.6 1164.6 x x x 3 3 6 G V J I 8`Il �` GSL;USEii TlAi. " SATE W > x GATE DESGRiPI'iC}d� PP620Y z x '--- • 4, 1162. � `'•�.,• 1164.4 1� : , i 3164 x x 1163.2 I x Sit- W�a A.I ,-rt 64.3 x1161.4 I AM. Dill PRP al 30 igs C )ONL�A7�ATRAFFIC -- - ------ - rGi( � �"\ Z FkAl ❑ 4 31 3.33164.7 x3163.2/ i,�x 1 ,%� """VVV As CCAiDilT. '� a u) x!161 •� / 4 ( , p t Z w 1!61.2 xil 9 THESE PLANS WERE Pt £i�ARE13 BY: I" I'3RIUtATE tf�tE .Z J J x1161 5 x1163.7 DEMSH, GUERRA & ASSOCiATES fkiTiAL ' OATC .__ E Q 1162.3 116 .12_ j i 1362.4 8331 UTICA AVE.f/ 4 ' b;!';�43,Ft C GUIGA. CA. Si73Q OGY•~ticiW+CE' .i.G "�`'a f ` 0 • 1 x y � �z.6 �-- G J a - - I /4 NAME ° ► DATE00 +� W �1 1!60.6 W • + x x 1161.7 -.- -- -I x 3163 ( - R.G IC NCI. 'ZZ�1 1� 1ti. {Iii a CITY OF RAIiCHO CUCAMONG • ` 1130.5 , Pis"CT sitill RANCHO CUCAKONGA SPORTS COMPLEX x !35■.i 1158.3 fr" • x x { x11 , F< SHEET TITLE _ 1 f t1564 • •• x 1�15�7.5 x 1157. x 1157.< * x J T ' "• ��/���� a `a� W 3157.5 il58 4 1157.4 1157.6 x x JI►PI�I13w., a' tt34, ~ _� �� •• O 1157 7 r r 1tr�5 3 A r . ..c S _ r 11� 2156__Z - x 4. a.:,.0 a? �,. r _ 1156 IF 1156.6 - - 1157.6 3157 9 S 158.3 x - x 'T -•- t166-�-- 1111 , x Still •T 1157.7 _ 1156.At .. 1* �,._ .- OA`� C3VL«3 �a5 sr � ` - _ I�r U ° , x 1156-z 1356 6 '. x a- � No. ---- v i 11:56.1 w. .. x TTT ►- 2 �x t C 2 "'\ • * R.wrow :io''ISI � • m. '.x..,... � ` .,,. - >, .w.Wer. DATE 61SHOP GRAPHICSIACCUNKS8 IIEOIIOEII NQ ANM o` N 00 O M I� X r O O M 0. 60 AtpL 0 cyD 1 '• balf. !.s ' 2' 16 ' ! � PER TYPICAL SECTIO 13 RAIN.• SOCCER FIELD � SHEET 4 q 16 ' •• �l ,---, IL 3 Ild H Z . Z \ 2 18 7 26 ' la" 2' 9 10 _ ' q c SEE GRADING ; o 3 S 2 3 in Q PLAN 1 �— 1 O p h _c �7 Q W MAX. /�� •� i/ < � . -�- - 2'MAX. �. b 18" 1 9 ' V O 2' MAX. � < \� ,�- ' .. • - \ RETAINING — __� 6, 1= W y RETAINING ~ E Y• GRD. - IS ' 10' 4' 10' l Ilk, WARNING TRACK J MAINTENANCE RD. S - -- a PER I BASEBALL Z I R'� PARKING LOT F (MAIN) OUTFIELD jr a.� 1 -� �o SECTION L s' 1 3 II Ex .GR. FIELD IL 0 7 s' MIN. O N -,.�A�111 F I SEE 8MT. 71 �, � I,�� 2 2 FENCE W Q r° \\w _j 2.0 / Z N __ _ -: �i/^v e'-•• 2' MAX �,.:: �•' a\ �� 3 � �' K PM LANDSCAPE AACMITECT t� RETAINING I t 3 vir 1 \, ` "cr M SECTION J - J ``'j - �: �- 4"SRF• DRAIN PPE SECTION A-A O (SEE SHEET ! ✓mss PER LANDSCAPEARCH/TECT - n (SEE SHEET 9) ,✓r.s. o - 'W 2 -SECTIONI I VARIES2 2' �. VARIES 3' VARIES : u tSEE SHffT ! ✓rs• 9 t.0' ~ SOFTBALL � MAX. CONCOURSE RAMP an FIELD RETAINING 0 _j d `' EX. GRD• O L! is W ♦' W �• ui t CONC. PAVING t~ ~ Q �\ \ PER LANDSCAPE Alt HITECT �•' , v;i 3 :`.,: 0 2 0' Kr t 2 5.5' 32 8 24 6.s I 3 1 I� --- .•.x ,: N 2% 2 % PER TYPICAL SECTION PARKING DRIVE AISLE 4i 3 IMS \\`\ 7777 I ��� S' (D Cr, 1 2 /I�``� . \ PER SHEET 4 c 1 +- x SOFTBALL MAX ^�� ./r�\ 0 ` a !�� ul= PARKING LOT A �:� MIN. � x O � GRADING 0 • l FIE LD ti' 1' EX GR. 1 ///_ ' ' Akl PER GRADING PLAN Woo ToF � SLOPE rr/�\�-% PLAN / Ill►` --�I PARKING LOT 3 k/_ > 2' MAX RETAIN. .\ \ , = E ' ;;�. "��� ' SECTION �', � �': �►�,;' �' /'��\\'moi - //i � � � � � , TGE Vlw TT �'31.GPE -. � +►' /\M\ M/�\�\ Q z SECTION K - K SIDEMMLK ESM'T c u4"PERF DRAIN RPE ( SEE SHEET 9 ) ,,lis. PER SINE PL.ALQ � � u PER LAW0�9CAPEA/ir.7AfTECT ..� -- SECTION H - H � �' VARIES L 14' ~ 4 ' 60 w 0 I SCE SHEET • ) „Its. 0- R S PER STREET PLANS 2' •ERMMIG R GRADING PLAN --►+ - ,_, PARKING I ; �, ❑ 9.0 LOBS cr A ORB 3 ? r. /// /�(�� \ 01 w cn 10 u 3 . . ` •�•a�' LLJ WARNMIG TRACK 10 2 5_5 ' 3 2 ' ~ 6.5 ' 10 ' MIN. y;:r �� ,—/�� /\ \� z I T. S O' r PER TYPICAL SEC TION O q SHEET 4 2 w FENCE X6" 1 PER SECTION C C I O < 0 PER ARN.SPECS. I (SEE SNITS • !) •✓rs• U U � EX.GRD. 1 -•` GRADING It O 2' 0 6.S ' 2' \ PLAN j SOCCER FIELD FS. PKGEAS. LOT ' Ln U — ON-SfTE SUS TURNOUT PER TYPICAL SECTION !' wAil. 11ETAw. \'/�\ 1 "�%''' ~ � SHEET 4 ;: ; j : • . ' , :` 0 z j `' (TYPICAL) r v = — J �, BLEACHERS PER 1---- -"7/T�� ZH 01Z ARCHITECTS SPECIFICATIONS 1 9 , a- Z : GRADE SOCCER ®/.�.T' / MAX �d •" P.C.0 CONC. a t SECTION G - G (LANDSCAPE SHT. •) " .a 4 V) w flElos /� IELOW f3. s� `; �:. ry :a.. ( SEE SHEET 7) .firs• z �i wiCx6" to GA.MIRE 2 MAx. � 5MESH PARKING LOT MCS' ®/ �' RETAINING o CD 2. ° / 020 2' 2' - 3 w 20% ®SEE SWEET CLI-I Foc /� ���� V �y�� �� •. --i; \\ �\\.� — b10D1ACATIOOS ILL &*AGNgts \ U r • _1 1 PFR ST. �.,PLAN 14' �' 36 ' :._' :' 1 `i:1 SLsPE MUC® w SECTION M - M •" THICK C.A.B. BASEBALL ,q ill /r MAX 3 IMPROVEMENT PER STREET PLANS (SEE SHEET • ) AleS• 1.0'Y° \\\ „\ i /`\\\ �� a;l SECTION D -D c .���� '�(\� ,ERMI N6 PER 1 GRADING PLAN (SEE•SHEET 7) W it s. PARTIIIIIIIIIIIIIIIIA ��,� �A"1, PF¢ S.D. PLAL15 \\ ��1+ii _ � • lltt I � BLEACHERS PERS W. 0I LANDSCAPE ARCHITECTS SPECIFICATIONS i� SII •, _ \ \�r� \� _ \ R E V I S 1 0 N S FOR CITY USE ONLYT w CONSTRUCTION NOTES �+ l* \/ 'r1►\ DATE DESCRIPTION PPROVED INITIAL DATE 1� z iz-7-90 �AN�o IroYE A-V q �L-Ij- O STREET z 7-,ZZ-7/ Adl fio 1 >�. WATER/SEWE / CONSTRUCT 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 00. 301. SECTION - E "�'+� �— GRD t DRAIN �— :ONSTRUCT 6' GUM WITH 24" GUTTER PER CITY OF RANCHO GUGAMION6A STD. NO. 303. 'FO a 30 (,a\Js•rwcrlO UPD�trED TRAFFIC (SEE SHEET 7 ) '`� 's' FINAL NAL CHECK ❑ 3 CONSTRUCT 3" A.G. OVER 4" A.S. RrW (� :OWTRUCT P.G.G. SWALE PER DETAIL SHEETS 4 OF 16. S v ANSTRUCT P.G.C. SIDEWALK Fag "'46se-4GK A 944I_riiGT'1 Pl-A�S �NS >S 13 t.bt«�l�I K Fo/t A�� nr514�$ 6`ti _ I1 AS CONST. � © P.C.C. DOWN DRAIN LLl a-- INSTALL TRENCH D11AIN PER LANDSCAPE ARGHNTEGTs f'LAnIs Q GEE SHEET s ,, \ 1 ,� THESE PLANS WERE PREPARED 6Y: FOR PRIVATE USE TRANSI TION LIP TO -- �-- MATCH T.C. DERBISH, GUERRA L ASSOCIATES INITIAL DATE a Q 7 CONSTRUCT LIMITED ACCESS GtMB PER CITY OF RANCHO CUCAMONGA STD. NO. lOZ. CURB FACE. 6" R� SIDENYILK � 8331 UTICA AVE. SUITE 130 ANGHO G"A. C.A. 91730 DRAWN • _ ' , SNI CONSTRUCT SIDEWALK RAMP PER CITY OF AANGNO GUG.A-MON�GA STD. NO. 310. , t /it PER ST PL of 17141 987 0c CHECKED Cti IQ q v CONSTRUCT e• HIGH BLOCK WALL PER PROFILE SHEET 5 BF11% •NO LANDSCAPE ARCHITECT'S PLdn�S 1Q ,51"1' .Z'1© / Ti1/L w "Q ,l. / III' NAME DATE N w 1 ! ~ ® 11 T 1 4 • E- 3 6 ' 10 LICENSE MBER µs.[ • =y FILE - R?TTER�nll7 Pc/t �.e�+./Ast-�,Pt �-11r�'r 'S rl..,�,nl< < SPi[�FlGATiorJ$. RIsF6R •Ib s�7 „/o -*I A" 11 ® O `'Gs.JSTRK:r1sti L.tGEn/4 f iJoTES" /ora: i./o " /2 �•�.� . s Ntc�a's ?s.,A.J�. l �� -• /O CONSTRUCT RAETAPMG WALL PER PRDFILE O NT.6d 16 A LANDSCAPE ARCHITECTS Y � a---CONSTRUCT 6' CURB WITH B" MOW STRIP PER DETAIL 'B' SHEET 4 OF I$. IMPROVEMENTS PER STREET PLANS CITY OF RANCHO CUCAMONGA U) . I COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION V Q 33 Gon/STRUGI' V" NIeTC 1.l CIAWS PER Dt7AIL 4W-q1.�. I 1 PROJECT NAME J / PARKING LOT "D" ' DERMING PER GRADING ,d "V�I NOTCH CURB DETAIL 2' 2' 11 I PLAN 3' RANCHO CUCAMONGA SPORTS COMPLEX ® 33 3 2.0% �� � � ' SHEET TITLE .�s s. —— " v- �•:- X, ,yip /�� GRADING PLAN CROSS-SECTIONS W Q AP VED APPROVED CY ' DA /� M iTY S :_:• I`14NAGER DATE O- CI Y ENGINEER SECTION F-F APPROVED M SEE. SHEET 7 �fs DATE SUI ING OFFICIAL SHEET 3 OF , • �� �'�� t ) �= V • APPROVED DATE CITY PLANNER DRAWING No. c1�.3/ coT s*to&T a., & ,F ., ..� I f II DATE BISHOP GRAPHICS ACCLW14ES5 AEOROER NO A55m l .p 0_ N 00 1 O (Y-) X 0 D O CY) 01- I `, O CYC r � VARIES •'- Zai" b 10 � • _ 10 10' t ' i' 2 ' 10' 1O' ` F Q) MMRONG TRACK EXIST. VINEYAADS To Be s, MIN. ANN. ANN. MIN. e Q C O W VARIES, 54' MAX. � •: � _ � VARI z' OUTFIELD FENCE SOFTBALL ,z � O 2' MAX. ( W � S 4) W ✓� (H • B ) FIELD r 30 -1111m W 2:1 � � MAMITAWANCE L� RETAIN. �' '� -+ �.+ I r— � S, 1 3 W 3 10 PER GRADING P.AN J W e J MAX -s � YARD ` � 3�� ` / 9s � E h } W //� t Z � y 8 P.G.C. G�fc. -.-- i � ` If T o ' �, N•vAA�S W' �///.'x!o' �O C�,II. TOP at SLOPE. /h \ \D O 1 /0 — GRADE ! ® ; f O C C E R TOE 3LopE SOCCER Z PARKING z '\ �/ k '1f Haf' — 7 °'� I T-F. 1!84.5© FIELD FIELD N LOT E p ' A&( pope N \ 6 \ ` ✓ sQ O. Ae�l/ -+ I MAX -,.a. nocr's PAJ� 5 ( SEE SHEET T ) PER GRADING PLAN /�� s, _SECTION 0 - 0 " - 0 « B" THICK C.A.B. n 0 MIN3 1 t/� (SEE SHEET 9 ) Aly-s. _% P' VARIES SECTION N - N SECTION P - P GUrr- w=35' ER (S& SHEET B ) A{t.s (SEE SHEET 9) -4f S- c 8-pC I 1/2-9 HOLES 12" O.C. W Z ? VERT. G" O.C. HORIZ., !L \ J J LL BEGIN Q FINISH SURFACE -- i.Ow fp=Ct m E VARIESI.5% 117.5 •fo . 61M11TE'D ape 12.5 F-F_w Aw PRO /2"A/1tlE1RON ^ to to vz r s ,-, w/C-NP RISER .N.P �� W MATE W r°n m :� "Y '• O BAOOKS PItmas CATCH BASIN J 2s o� 111E f TION -Z GUNITED SLOPE H a a+'x6 /o�..�• A►i� MS><IVQ NQ 2424, SEE PLAN FOR TOP OF ' " 01\ bh z� ~ i (12 10 " N 1�2 �' y f RATE ELEVATION R 4 Q DR_ APPROACH DETAIL (D l I ALHAMBRA FOUNDRY .IZ � �� Z (rr� � � I _ _ RIstR BASEBALL g i ROUND ID IWCTANGULAR !► • '� — — ® q\ A\D FIELD 1 U) ADAlIDIR NQ A-400 ,.. '; A : s • �u - ' �' '!- 4�' WARNING49 'I, '_ J d i •. •. •, ® I \ P t ~ _ x= TRACK a I It' MAX. RETAINING II AGG.BASE �• D f _ _)KK4t4(*A"4MZ��, BICYCLE PROOF t FL.PER PLAN �C /�(iN .1<� � - :•- I _ — _ i2" TRAFFIC RATED WhQE' — — 1 �q _ ' 2e Ex GR STOAT ORAIM Arj_ „ L� (PIE5.8.,PLAN) i. — 15 Mi�J. W AP.C.C. SWA TAIL ,�. •;�\ _ 106 / ALHAMBRA FOUNDRY RECTANGULAR P.C.0 LE DE P: _ to DRAW PIPE NQ A 470 " . P ( _ —Z B"DIA V.C. PIPE " 12"Nom.DIA.ROCK 2' 17' SEE PLAN Q (412114"QA) � _. IN CLASS a CONC. C DETAIL "AK o -""�' SECTION S -S — K r+� z P�aPoa:D 4611 ¢•C.F. 1NCHOR ' ( SEE SHEET 7 ) >s � G• I O BLOCK ` � OPrLSTa0M PMAIU PLA&JS LL, O, 1 �- � LIMITED ACCESS w • , �• � � � � � e CURB PER PLAN e x -NORTH It i O ~ 1 ALL V CONCRETE COLLAR — _ "• X y PER S.D. PLANS � a u 410 W V L_'T L D w rr - _ • ' L OFTSITE DESILTING FACILITY DETAIL 1 Airs = d. z z < o O tx ,� 0-83 C c/� O w CONSTRUCTION NOTES 'o Via, / Cons tr1.c t 6■ curb only r Cit of Rancho Cuc a Std. 1110. 301 . _ _ I � 0 City �Pn6 N. TRACT tDY. CONC. BLOCK WALL O B" CUT DOWN BACK ZZ --- Construct 61 curb withr4* Rutter per City of Rancho Cucaawnga Std. 00. 30 , D� OF CURB TO CREATE 3 Construct 3" A.C. over `" A. !4. . T - - O LL DETAIL "B" T a at.6 �O1" LINE '� g1Ow" O--construct P.C.C. swal Per De c.i 1 u"r� - — S Construct F.C.C. sidewalk P1gE: -+�Jas�a.� �irxc.T's R4^1 sw *Jmw S i3 r11si�/s ,�l z ,Tis. O AS %J It- � Dr ,o S � ® — TtaP Of SLOPE '� O U ' LOCAL OEPIESSIQN S / I \ w w�tIES • . j« Cl- v �' w 7 Construct limited access curb per City of Rancho Cucamonga Std. N0. 902 . �•" �., � CpVST. P.C.C. os " • ' + w" M \ 1s 1S DOW ORA/N N P.C.C. DOWN ORAJN z 6' SLOPE BEYOND I�—•— Construct sidewalk ramp per City of Rancho Cutaaonga Std. 110. 310. T.C. •• •,• � — 7 Construct 6' high block wall per PF4PKA Sheet S of 16 , I!1 L. ARCHITECTS PI-A Q , ski 27, ptru�. "E "Q O C� DETAIL "C" � z �-- Construct retaining wall per RLAAS ' MDAL� She 6 t ���/ LAN0.9CAPE A1tGHfTEC"R s+lf z7 , cAr�l_ 's . z0 1 ,- \ /'/ w }- r; T R 1;4 Go,.Js 2ucrionl t EbE .Je rr5 Bio rE �lu�r/3c2 " iz s. AitW. LAr./5.>: REAR A/C 1 T OF SLOPE }- # ((�� ■ ? �--- Construct dirt Swale and berm per Sectift 0-0. v _ a Construct OIAIMTEO RIP-RAP pad with C.H. P. riser per Detail w ere - o n 1 K K t— � � ' �-Qom--=— U Construct 6" curb with 8" mow strip r Detail"B" warm-c>n w :•';.: C.B. + `�� 3 Construct varlabto curb with R" mow strl per Detail IV Idsre- On /N-vwms o'I MYJ �•• Ga MAX V omal�� _ PER SIORIKI•_= P D ` SWEET�3 'VA. IB"CLUB DETAIL 12 DRAW S \ K .E DOWNORAI N DETAIL (� �,s• PART�AQ C� (C JACK BENNY DR. R VISI N � DAT DESCRIPTIONS FOR CITY usE DICT INITIAL ATE z 6' 37' 37' 6.51 I /Z-7-f10 A,c040AIr r. J?A-ofi. -441 STREET z 11-22-71 ,f / - ATER/3E J z 0.83' RAv,ssD sac.rw.15 0-O• a,s.R",rdx s As 4 ORD, A m 2' 26 ' 26 ' 2' 2' 14 ' 14 ' 2' TRAFFIC ® 0 TI UP[ 7EiD F I NA v 2' L R/W O 4q A As COOT CENTERLINE G c/-) CONCRETE PER I PROFILE POINT = THESE PLANT W R P PAR Y: FOR PRI AT U w v� 1 CENTERLINE pRJF1I.£ SYk�JI•'I.:AT;vi : = LANDSCAPE SEE SHEET 8 OF 16 p ARCHITECTS a DER6IC < ISH, GUERRA 9 ASSOCIATES INITIAL DAT[ 1 p .4Z Z I 9231 UTA VE. M7�" RAMAW CUCA. CA. 91730 DRAWN [•/�. s/it+so ': O Q SPECIFICATIONS ohm 9) DESIGa t� s/1lDO 2.51 — , 2x IES — 2X I VARIE r 1.02' 0.69' 1 .33' 3 .O5' .33 DATE N CHECKED VAR � 0 a00 D w ® D MAX. 'lw�.\� --------� .�;�� ��� ' \\ ' AR�� .2 ,`: , ,, LEVEL LINE n.ci. a9. >n. 9 c. RET. _ /� ��^\��\/ ,���\ ` . Q � •� L VEL NE = O mow ;�� - CITY OF RANCHO CUCAMONG�A �`� . �� a\ � � � r � � � VARIES a- 2 /. = 2•/. n )i �,�;.• � � i � 1 \� �, \\ � _ N rn►nJNtTY SEavlCcSDcPARTMENT: PARKS DMS10N� �_4 AGG. BASE J PROJECT 9wM z 4" AGG. • E t RANCHO CUCAMONGA SPORTS COMPLEX 'a SHEET TITLE � GRADING PLAN CROSS-SECTIONS AND DETAILS o Q APPR D —1 2 SECTION T-T JACK BENNY DRIVE A TYPICAL SECTION AT ROCHESTER NORTH ENTRY TYPICAL INTERIOR STREET SECTION �� �, �• Lv - 11,. lv:i� GATE - S MNAGO -lI SEE SHEETS 7 B •) ^/%s. l SEE SHEETS 0 A 9 ) ^/�s •✓.�s. a '1 ►�; Y ICEA APPROVED ``� SHEET # (W _�_ )ot \� DATE UI D OFFICIAL � V �\ V t♦1► IkI, AP►ROVED ' OF �E>,tF�•,fl' jAk. Y PLANWRAW N0. 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ISSUED FOR DATE 6Y A/►, A WALL PROFILES SPORTS COMPLEX _ CITY OF RANCHO CUCAMONGA , CALIFORNIA Wby 1cm*D. QwG►wf ARCHITECT TOW,," -� • o GRILLIAS • PIRC • ROSIER Is ALVES o PLANNERS • ARCHITECTS • ENGINEERS • INTERIOR DESIGNERS 0 4940 irvine boulevard • suite 204 o irvine, california 92720 0 telephone (714) 730 - 9730 o fax (714) 730 - 8296 1 -0 N 00 (y) r,-- x `x 0 ❑ 0 c� i 0 co zlr �, z zka/! I JC W L10AL OYlTIOM 0 W � CL L� -C >r SLOPE PER ' . a It 4" PERFORATED DRAIN PIPE IQ �! X 2.1 O ® Being a rn rtion of Parcels 1 and 2 , Parcel Map 7267 per plat W Q� , recorded Book 79 , Pages 43 and 44 of Parcel MaTIE INTO C.1. .� Iv -� ps , records cn 3 o GItADMIG PLAN i i Z os�•ss o of the County of San Bernardino, state of California. j ,� CATCH ALS1N PER T s•e rc�a. STORM DRAW FLAW E x 13 T. 12"WIDE BILK.MALL HayAR1E5 PER PpO�LE BELOW � 11 0 NCLE RADE ~ PROD. M H=4 � UrvR � V � 3 2' WIDE BENCH f Y5 O.S. _ N 01 � POPLAR --- /-` — W d t. ' rot cF s�� TYPICAL SECTION 8- 8 ` / tILT.S ,0•aD DRIVE � _ D �_ v• ��� 'pJ' SLOPE PER 135-0.o'110, 0 GRAM6 PLAN p s�; l C1 ® © 0 tip' I I 0 ® ® 1• �°► APPROXIMATE DRAINAGE AREA I I �l� J 0 r.o.s 1,7w. :I 8 x - mi jK12.5 1 I/2-6 HOLE:: 0 12" O.C. •� 1D 1 e � b~- Q- ) l46. 4 A.C. 44 Ct6IZ. DETAIL �J'obPIv BEGIN e FINISH SURFA( iv \ � o 0 i ftANSW oSEE SM •df K 4 ' " IEGLWE CONCRETE y MAT vi in I ❑ 8 4 PER PIAN E �..) � y 3s W I " 3 U - C.IM.P(12Ga) � Z RISER IaJ I t N ��� �'oQIF p�� j♦®1 �" ® � ®\ \ I00� 1/� Q) GR. _ � 12'� C„� - I I LLQ \ — arr —W EX. 9 24 C —� ` 419) LLJ - to $Team OAAIN - -� / C (36 CMR) F - - 8,. Eaotlo�l a CM,(r.��� —� -� c►"� 4� �0 ,� \ - MALL �K') &o _ O hi I9Co/�►�D FOOTFMLL BLVQ MASTERPIJW � C � _ _. � 12"NOM.OIA.ROCK X11 N) V Q Z 096"STORM DRAW ��� � - - IN CLAD 10'CAW- C�� �-`� h�' � � O °o PER w4ora. No III s7-D (D h„ _. _ `�. ,� p:. t kOCK x s d , /, 11• • �� _"_ gyp- O A. SECTION - NTS. A A A \ INV. 1197.29 D iug ojE AJl�.pa �,) ., G � ® k * 4> Q 96 R.C.P. q0 V INV. 1194.79 )K ��)� ,3 \ \ 4�\ �® w t*EJC AAC?1. s DETAI ..Z•• V 49)/ ©yrs• �s - _j V ui f n. -- --�- •- -= �2yk! C•Y � B /'1 5-' 98�� f°C .s•�, Cf) LLJ ; / ♦ q /- o n �•;; O PER PLAN ) EX Tr-A D>tl:PTN It-i G'- QL/ Y?GTAIL (a• •••ya) �I CONST. 12"DEEP ® ;yl,�� � r�14E� ? 1Q� F HILL BLVD. MASTER PLAN S.D. � P.C.C. V-DI TCN � — - LMIE N 0. 6 (96") t A1r oXwer2 N V rQ • � � PER RC.SD.85 � r W . Mr. Ht7-� O wS.®f . UTLE9 � A A.Y RA, EE DTL� Z z `BM AWrWG SEP"*AN AMN. //� � CONS . RECT.OPEN - � mor. x' s•c• s.� _ - �- O / \ MANNEL TRANSITION _ TO MATCH IAW DRAIN N c K cy. P,W�. 1 e� so n- Z CIO W •ERM ER \ OFFSITE GRADING/DRAINAGE EXHIBIT I z. UtC.f 40' 41 1 60, 90 t0' w) "WG PLAN 0 - UNDERWALK LEWIS PROPERTY ti zRADIUS 300, b' SES ST EET Ao--CONSTRUCT DICT SWALE AND FERN PER SECTION 1-t ao ` I V J o 4, 3 DETAIL FCONSTRUCT LS sauARE SuNITEO RIP-RAP PWw/C.M.t RISER NASECTION A-A (I E t /o Q- INSTALL TO L.F. OF 36” QKR ( 12.6A.) _ 76 , FS BEHIND rMALL ye o 0�- CONSTRUCT PIPE CONNECTION PER L.A.C.F.C.D. STD. DWG.W. 2-0 N2 AND DETAIL"Z" ( 1 EA.) ° � ° v PARTIIIIIIIIIIIIIIIIIIIA O ° FS.)TOP OF SL,DPIE ° o O O o 0 ° o 0 0 ° ° '�` y 76, 9 m �E --APPLY GUNITE CONCRETE TO SLOPE WHERE INDICATED�t!/�' �'f30 S� � ' �ORAIN WE PER PLAN ° O O , 1� . 3 � 7! 0 0 0 ° ° ti I '+ ; o !�►�✓-tuf, SEE A4r*5 /�ERiE- �2 0 (--CONSTRUCT CONCRETE COLLAR PER L.A.C.F.C.D. STD. DWG. NO. 2-D393 It EA.). R E V I S 1 0 N S FOR CITY USE ONLY fit- W b r 604020� DATE DESCRIPTION APPROVE INITIAL DATE N 0 z 60 40 a 12-7-90 ADD'L INFORMATION /�-/A- 0 STREET _, z ' tD ^Y-Z.2-7/ = A r �= WATER/SEWE I ^� r 20' 20� 40� 60' RADIUS • 300 Z -/4-9z M FIE IS' 45- ,�/aT GRD t DRAIN i9.s' 0• = M TRAFFIC z ' , , , ' O p. �` ►� ^Z Z C S T 4J1_nkluD FINAL CHECK lag 40 40 40 2e ? ^ ►. r � J R/w 1 Q Q AS CONST. IIA300 ^ Z ^ / ///\\ \ ! 32' 6.5' 2',6 W n " " /1. • L, ° d'♦° ; . ..- y �� "'VARZIES . O THESE PLANS iWERE aPREPARED BY: FOR PRIVATE USE n ° o0 ° INITIAL L DATERETAINING WALL PROFILEFS. SEWQ WALL ° 0 DERVISH, ;UERRA ASSOCIATES _ U1 W�Q SCALE:HORIZ. I"= 40' ° ° ° 0 rEr �cEss u.Re 9331 UVN:A Av[ sE " "ArcHCCA490701111DRAWN W AT 22.W SOFTBALL FIELD ° " �►M! CMIfEFOR uJRi � ./iiaot O O CHECKED VERT. 1"= 4' FS., r OF SLM O ° ° U CONSTRUCT PER LANDSCAPE DRAW PIPE ° ° ° GaC / ! LWbAK • Z NAME DAT ' PERPFILE 00 (CENSE o ARCHITECTS SMT. 2 d26, DTIS ° � 7 n SAW CUT TOP OF MALL TO o WITH ACE RANCHO CUCMONGA" F -• - CY s r wk� ,/ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION RADIUS • t. RAUS POINT NOME MATE PROJECT NAME SECTION u-u , RANCHO CUCAMONGA SPORTS COMPLEX M � ti.., a a 60, 60' 40 40' 40' 40' 40' 20' SEE SHEET T a a SHFET TITLE J ...1 • OF If ',` M_ RETAMIIG WALL M10F'E.Es ,OPPWE ORADWO LEW* PROPERTY) � Q ci C/ 340' ��' W z Q A70 APPROVED V, ►- RETAINING WALL PROFILEIf LY :' _ y z : �- AT S.E. SOFTBALL FlEL ^• D T - - • 0 UNITY ER ES MANAGER DATE// p- 44%. CI Y ENGINEER ® 0 h AMPROVED SHEET OF 104 NO. /'' . .q!/ CONSTRUCT PER LANDSCAPE " DATE OFFIcfA ^ _ ARCHITECTS sor. 27d 2e, OTL'a < 11 .1 APPROVED , ` } - DRAWING NO. I�� DATE '' CITY PLANNER P"JA'T V4 ' w- / , _ C 6 DATE BISHOP GRAPHICS/ACCUPRESS r1EOROER NO A55 M5 W 1 i� X O O CGWISr%[u:T �W11rWRIAll L 5C4� dtRC��ifEC7 ®Ld�IS * 3�fuF1, /STie S. / f�a"Z O Se/l� ,� - `• + 1 �/ " © .°ca.✓s>�a .,,107E75 " .�orE .��,-. � /z < %✓ .4. 5, aRit,�l's p�d✓s � @3 -- Construct variable curb with •"Mw STRIP (H - 0" to 6" ) . • 1 0- onstruct 6" curb only per City of Rancho "CucamongA Std . NO. 301 . construct 18 curb per Detail Sheet 4 of 16 . I 2 Construct 6" curb ,w tli 24" gutter per City of Rancho Cucamonga Std. NO. 303 . p �l,/ ' Construct drive approach per Detail Sheet 4 of 16 . /3 Construct curb cut-out and local depression per Detail "C" sheet 4 of 16 . ' ti Construct A.C. ram per Detail Sheet 16 of 16 3 onstruct 3" A.C. over 4" A. B. . y'� � • • p p a T ♦ Construct P.C.C. Swale per Detail Sheets 4 of 16 . 4 Install "Brooks Products" catch basin NU. 2424, with traffic trate per ai `A" b ti J� . �;�t — COWSiRUCT 6" CURB WITH 0 MOW STRIP PER DETAIL W, S4�"T �` o �5 onstruct P.C.C. sidewalk pint�Itxu�PF �� s puy.1S �skF s+}rs ►� >,��o.ayN1 l� Fog D1P•°� A -sheet 4 of 16 . C i --� R ,� ,��© " " ^ k•�ti �' 33a©! /ST�¢uGT �/" �o7-c� u!R/S PK,t taR`T•Ivt- S7' . 3. of I!o, ' �- � i s Install 4 X 14 rectangular cast Iron drain pipe . � . \ 1 � G Ins `•�S tall trench drain per Landscape Architect' s F> /� Q see sheet 5 fi - }� �' a f 7 Construct limited ecce:s curb per Gity of Rancho Cucamonga Std . NO. 902 . (W �. • ��- ss ! > O 0 Construct sidewalk ramp per City of Rancho Cucamonga Std. NO. 310. i ,o4% k T� 9 onstruct 8' high block wall aper Profile sheet S of 16, and Landscape ARl ?L (5--Construct sea4drq1 and cross gutter per City of Rancho Cu n STD. -sheet .27,1 Detail Construct Is ecial cross gutter per City of Rancho no STD. N 3 �, , I 31i !nd/�i PrC. �o�� �.f'O.P -'`� /; 1 �o Construct retaining wall per Profile sheet 6 of 16, and Landscape ARcl PLANS© jis:�b// ~o.,b: f�.�n G..,�r .vos. �so.� -+�'<•-�� kQ� 7'• 2 \71� �a ,� t - w = eet 27 Detail "B" . �e ��. e,ti SEE SHEIET 8 .OF 16 T 4 I Uif. �r ;ham- s ,�� \ q��r s% / JACK BENNY I ' M 4 - Nis m '� '�' \ �1 �° ^`1°�'° D R I V E o;y �S W �� V _ - _ SEE SHEET 8 OF 16 �N �. � h - . �� t /� N � � � ,,,�' so �.c.-� 4l MATCH +os ' ° - - - - - - - - - - - - - -_- - - _ _ �---J �.� _ p P�� \ rl- �f.,;�\ - - �4 - - T- - - - i INE MATCH LS'I ' s � ss STADIUM — - `� \\ +q �` ' �q �� �� ''� •L-4 i ,�'NOISOMEX40 ^ti'' I I k o, CV LINE _ , s z i \ -- 01 7- - - - - - - -- lF0 U 1S611— X17. 0 _~ ........... . ..........:: - c- - dr 0 /1• f ....-. ..... ^ / Y. F-.7 D --- -- - --- -- - - M �I► l Yids c o _ I o' sk M titi - _ �. •�� Ir � b � 1 \ ' ,� I► 'y• � � C3'l` c � ' � �ti, �� . 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N / � r.�• y , , xJ ' ++c . !\ - - \ _, \ i \.\ ! � \ \\L-t s . a / s� s • + \, I' � -,1 I+` II'' '�jR i �/ .. �• ; - ` `_/ 'Si.-'L - .. U P• r .. " 4 p' '' ' /' s\�'��, + ;\ � �� !\ \ ft , s\. , \ ` ``! - \ t. c. ,a \, ,t\ I�!• to 'I • L1 J V _771 U Il Y : ITII to s _ \ , r \`/ + J �� �-_. " N �� M 0 I s „•`\ \a` \ !i a ! \ ! \ !- \I \. ('�' ` \! \ ' ! s. s N `.! `is 1\ �I , / ♦'s ! \ 'p �^- - Iex til {, Q a / �' ! `` 1' • \ ♦. 1 \. !• \ - 1 - R r ♦ i \s i s \ / / !\/. I „\ r , c, \ _\ I �, O V • i I,,`�• ., .. .• \ s s F ♦c •s \ i \ 1.<, l ! \• ` M ! ♦ + 1 r \' r ! ! ♦ 1 = i ' ` /\7 v 2 � \/ QL I 'Y ` +\ , !\ -� ` ' \' \' Ms \ ` •\ i .. ' /'\ a ,�', ` �• ( +, ! \ s' 1, 1.\•1s ` 6 v I '♦ / ^ ol. LLJ • \ L y° C r f r- 1 7 G Y I / s! ! • \ ` s \, s = 1 % !\. r ! i !1 a c \ \ 1 �, , s c -, 1�__p.�� y /y�tp� j -/� \ i \ .a• \ ♦` \ s `\a ! \\ r s` �' ! G s i s \ i./ t, ! ' 'L r ' iIi\i"M�CL NViLJ r L_. 2 rig S-7 C • j C • ` �' -� O• Ij f �� + s\,�,' = p •. !V +` \ ! s !o s+�t� ISN!,!` I =\ I•' \�t s r `c` Nc� r•! - '//(►Z - u-• -- � \ -,\ _ i ti �• 7 �¢� I �P _ \ + ` ! ♦ ' . _ !\ ` ` 1 Refer to Stora Drain Z oveaent Plans for >Etze and location �/ q i , t � ! +\, �,� \\ of catch basins. * \ ' D-I D- �I // T?R�n f,VE 10 �Ef{ 1' \! s i, a• *,La* =y, / /, • / /r �� `�'1 --till' l �''� ` ,r\ I , sAllill N ,' .% y= + + ! a \ r \ 02 Refer to Street Improvement Plans for additional infotaation ^� ' sY� " , \ ` �y1 '/, \I =�`! _ s + a `i on indicated area. K . . /t'(•r"l 1 1� I.i/ U• 1 A S' �` � I ��F�,vF�7%O/\, �-�� ,��� �. II •�� ! \, s • s s � - / r"�37 / 17 SO �• ,Y Tr' fjv I ,I' - -- -�'�.- - s o c s s 4 , ! , •� ! • , . s N I .•'\ , \ it �•'.s la + � !yPI � / • j _ • _ _- Refer to LandscapeArchitects Plans ter •additional i.nforset.on 1� V'L� /! �� �I G ,`I \, � 1 1 r , -_ `_ I /„'�1• • - p \ p N 1,N (�(/(�}l� r � ( s/i v 1 i M" s '��•N y s s�11' s = sc y ! =1 +`�_ �rI1'� O - ^ - I F-- II l�' r �J� 1 ' V _ Y\ •j\ , N 1 q A' r I __-, ° s '\ •i s y I� ! ,�,sf'= 4. n` ! c= \ s / V��•',//u� r- - I re PA KING �O w •DM 4 (ri •l I ------'.. ! , \ ' < Y \ N \ •N V� d I �s'As\\,f s \i sl\/ "�\r'+\� in. ! / e s,• s! _ \ a`\ s /� vi-• } _ - y ,V 1 4 \, ` • 11 o =` r s I /i 'hc f � �' a +� a •r 11 - Z s ! /; N�' 1,/ '° v 1.,, t +, - ` • + a!r\ ^ f i t ' \ - yy s C s -1 N s 00 , I N` N ' N I �1 /i �\ '-iss \ ` ssse. Y��`.ta•l �s \!..- tl� l � I,J\ , 4 1 1 / . ! r i i I ,,�, ,-� PART4- �DE SHEET 10 FOR DD. V. . y � I ` . �, . " 'Y = a I ib"=yM�ul f SIR ! !`! ! ' s 1 !/ y- // / \�_____" -J V l L, l - p• I / 11 4 V a • ! a Y " - ' R E V I S 1 O N S FCR GTv UK awl* � w � ZZ (�' Q I ,?' .� j ` v �► r ' I � " � .\ w��ev 1 " �` ! • `N i�ir�r " � ra� • EE HT. 4 � �� W Z I • ' �.. �, , ' I �+ _`\ " \, , "� '" . - " ` �' ' ! . _+s d" ; r!c DATE DESC ii�T10N SATE 1� z 1 V \ SLY 11' y'� �^ 1 d 1�\ O, ' en \I`•\ • ,Y"+ °Y • !\\r+`• f !=s +• ` " a ! i = s s /s s!' v O r .• • t L //7 C L6v' LsTr ` STREET �} � N ; - Y - ° `\ s !\ • _= i � /fti! ! =\•A-t ♦ ! as! ! N // � , 1-7Z^9� 11 K ATER/SEWE A a � y � a DRAM � ✓- ` �� . P POSEC PAD ROUGH GRACE,/r. w t 3 -- o -- �° _ `z� G�3 5 © Q SEE SwF.-'LL!- \ a�Ecx « (c y I J" I 3 , —N� _ C T�IxT UPOIITE r� a © ### F r 6 I �` wtb0lf'1CAT►oIJ R/W \ �f -3 po D D- / I -- �j�s- y --- �, o KEY MAP NO SCALE 0. t cn o r 5A,' fs s�e fL c �� ( I I I v 5 9 -,`�� _� _; ; THESE PLANS WERE PfiEMAED S1f: Fon rnn►ATE usE Z x j ll _ ' oo s'I° �t 7 1� 1 - I I _ ^ / � DERE I SH, GUERRA g AS 0 T ssTu►i °ArE o J -� o 0.079, c S CIA ES ,i' • --�_� ,: �•/ " '• ,- �.1' •331 UTICA AVE. SUITE IbG RAMCNO CINCA. CA. 91730 , DRA�I/ii /�.W. 3. 1 r� o fi s `- .�- -- El +' , r ° 171s, s�7-.°. • -, DATE II_ �a° 1• \ T-. 58 �� J 71 I 1 • / �I LK�iF IAYEA 1 fi E Z oL .......... i LLJ CITY OF RANCHO CUCAMONGA ' w COMMUNITY SERVICES DEPARTMENT. PARIES DIVISION �3 (, "-00 < F#pICT MAIE W • 0 0 4 ------- D� --- p fi I I I� ' I, , F �a �' a r° t I� �s x 3X •I� 5� I �1 o� 3s �. Ps Ps `' �• a• ' h� ° �� _ ° W RANO CUCAMONGA SPO _ - 7 _ � 5 - - - - - - ' � �° 1 � srrrtT m� • b01 .4J - - - - .... .- - --- - --- - ----- --- - - - r I 95.80 - - - - - - - - - oarIt - - - - - - - - -^ - - - - - - -- - - -- - - - - - - - �.,_ ._-�.-- - -- - - - _ _ 'r'-� -. _ vx sn o w `fir 1 J 4� iGr,�t4? D • �iL 'C re''� E ,+- - - - -_ V8y'28•:/, - 1 43_- o SOUTH 1/3 OF GRADING PLAN c� /� i O / L-.-- / R 0 U T E �v t�o �n�"k}6{�a F b�, ��x1� � I ¢ � Arc r /�� ' � � vp0 ARR0W - _ -- - P-A m '112tES SILL L/R'�'fED $ M1N� Fiel 04/7-s) � �/ —J p W J�IAMETF_e aF �foRm e �YP � . -. ctTr ENas+EEn - —- --- --- -- -_-- ----— �� — y - ---- DATE, rj .r• Y aEJ1VCfi I�AN�11 DATE �-(� 71� ArvAovED SHEET T of 1�L ,o. ►a. a -- DATE • suLOs«. OFfICIAL ARROW ROUTE Arr"OVED T - DRAWe1G 00. —� V E SHOD GRwI A"C,PRESS GATE / RF_.RDF R Ivi> AA-,28`. { I c� `7 x 1 0 cY-) I O AIATCH NOTES �'"E ' CONSTRUCTION • / �.:,.t� f'L11 .�Lr,;_>,d/a. Q�.al/re 5 Tc_!w� -,1E�.'„A1rnr Qr�E✓2 ,'r7 S,��r je /a--Construct 6" curb only per City of Rancho Cucamonga Std . No . 301 . �`/� l '" c ,e..rirsE'= �) ate_ �a 3 « Cucamonga Std . NO. 303 . 6 curb with 24 utter per Cit of Rancho Cucam n 2 (;ons L Cuc t c u 3" A . C . over 4" A . B . p Y g Construct 18" curb per Detail Sheet 4 of 16 , - 3�--Construct A " ,« Construct P .C .C . Swale per Detail Sheet 4 of 16 . 0 13 Construct curb cut-out and lural depression per Detail (. sheet 4 of 16 . �x r � ► *' r o O 0 .. ~ $ � � uct P.C .C . sidewalk PE� N�+`� = '' Ue.'-'?,�Ec�'� p/-A'JS ��Fs11,-'< Iz rJe«rf/�s FoR �+Mr�safl�s�, !4 Install "Brooks Products" catch�••basin NO. 2414 , with traffic grate per Detail "A" Zy � I ° Construct r�� s �� \\ �� ,\ �� ;o1'ID �1� ►� �► o 1 1 Q v Install trench drain per Landscape Architect ' s -�` -' see sheet 5 street 4 of 16 . W 1 I 7 Construct limited access curb per City of Rancho Cucamonga Std . NO. 902 . 13 Install 4" X 14" rectangular cast irun drain pipe . ,`pO \ ►QV. ~ 1 0 g Construct sidewalk ramp per City of Rancho Cucamonga Std . NO . 310 . 1 ® �l-ve -p �•r 3 � to M � � � o to I �- Construct 8 ' high block wall per Profile sheet 5 of 16 , and Landscape ARL► S. WAI � -- 12 ' 1� _ sheet 2.' Detail "E" . z x ? Construct spandrel and cross gutter per Cl-Ly of Rancho Cucamonga S 'D. NO. 308. v�; �^,� e, °r A til P �--- Construct vara a curb with .8" now strip per Detail `l Sbeet 4 of 16 v +- ♦ ti p 15 Construct retaining wall per Profile street 6 of 16 , and Landscape Architect s ICa� o e e �i'0 �A a ' I sheet 27 Detail "B" . p (H - 0" to 6" ) . loo' 1/c. oN_ 41 11 1 I + Construct drive approach per De toil Sheet 4 of 16 . y p� q� SEE NORTH ENTRY SECTION Construct A. C. ramp per Detail Street 16 of 16 . �q�� SHEET 4416 N SEE SHEET 9 OF 16 / l I &sAlleldm A/k ��/� \� Construct 6" curb with 8" now strip per Detail "B" Sheet 4 of 16 . ,E � t o ; O� I V SsLT) r� ' I _ Iu 1 �� IAS�-���� �i o--- Construct bus turn-out per Section Ill Bc �ZtoL vo �Jb � (D / / Install 8" diameter PV•C. drain pipe .(SDR 35) Tc. 7g�7 /Z+» '", a/=1` `- ��• 6 I C N r AiAI ALlFD, • � ��� --- •- I I. al 1 40 perf orated drwin pipe , !11!'! I.AIK14CAhP Architect ' s P1 arlR iI1P.et � � of 28 , F.L. 77G� ` '�� ^ ♦�y�b � 3r, N I O i. De t a i l "B" . T I = f 'ri•u 4R• �� - z Z�• t AM9RA NO A 4d0 SEE :MEET 9 OF 16 U 8 ' ,( � O INSTALL 4" P,V.C. �I _ 1 • / � Fly -4 � INSTALL 3x5•. DRAIN PIPE (SDR 35)RECT. DRAW PIPE ALN �� � I - N ti TA L"BROOKS PRODUCTS" CATCH BAS: 12. - IL4 v , / r,4'/ 7a 8 1 MATCH L ,- i+q � (�9 INS _ }-� rQ 0 ��° 4 tet! 73 r�v�7�E4r1/\�Z--1Q17. I / R . R,' I C LINE �' �t` to 1 _ 17 0 O 1 H- 6 ;� z > u Am ... 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Sia .. .. iLw L•T 'PJ AoDf'0 D,u/NP f _ W r p• k G1110 i/DRAM �1 y ' J A uc- ,T6JNY vG- TRAFFIC �f�- e e o to 3 v�• 1 .I- Z FINAL CHEM Q `J 0 Sthucru uPDa� R/w a r At CONST. OTE . /L!•1 -rRorS ul LL BE LocA-rED .- "'^�!\ 11. P KEY MAP scALE °- W Q _ THESE PLANS WERE PREPARED BY: Fag FNV E u.E Z REFERENCE NOTES: 46 00, V.C. ae' Vc A,2 5' M/n� F�r•1 oursfo� 171.�MFTER � W � �?►. = Ta 17 P►. • �►.S `/ CTS .001 etc. �I r` ° ��\�- - uERBiSH GUERRA t ASSOCIATES Q t?I. * 71. 4 r �Q� MTIAL DATE r h ! Zo60' Yc. RI•= 70.50 <'_ _ • IQ-- RErr:R TO �TUKM LrtAl� 11�1r'KUVkAtt:1�'T r1_.1.�:' rJrt :':T. ANC LO�AT•O:� '% \ ^ �►\ -� ' '. ' •E ' r elll UTICA AVE Ii017E 100 RAMGNO G1ICA. CA. 11730 DR, R,/,/, c OF CATCH BASINS. x . ' Q ' I 1t .'.� m�1 •��-g3ot Cf1ECICED (� y # /' s I i Cv Q- RkFr.R TO STREET ;MPROVEMENT PLANS F-R ADD;T;✓tiAl ;NfORMAT:ON 0'� \W ►. �; �. ►, - GATE ll t• p - IL ON INDICATED AREA. '-IIII\� V CGI I� ��y V > /� I ; W aq% V . �' 0 11: $ V IN , C r ~ �� v c �I `� / ITY OF RANCHO CUCAMONGA O 3 REFER TO LANDSCAPE ARCHITECT'S PLANS FOR ADDITIONAL INFORMAT♦JN ,r h C u ON INDICATED AREA. W �. t\ \\, V v h \ h 'l o 4 � } w Q Q q 1 D �1 ~ Y �' yC fp `6 n v O d �t � i � * 1 tr 1 J �, Ts y p � 4 1 t � �• o �, a o . ; / w� w COMMJNfTY SERVICES DEPARTMENT: PARKS DIVISION Q �1.' h o ►� ti ,• V w '►4 �� �' Gr, i < ►IIO.ECT NA3E 23 ry ry h L �� h V 'Z ' �' RANCHO CUCAMONGA SPORTS COMPLETE 13 W i �.� ^� $ 7r ti' -o �' -_ -- -� SHEET TITLA o f 1 I MIDDLE 1/3 OF GRADING PLAN �- w i`II v 1 71 V, +-3�9d�IG .d �• a 1. ^ i 1_ , I cc �A � �.5� ••LOOT M 1 - r � I .,\ \ I ♦ r ,, - �y W � v - ,►• � -}I } OATE • T S MANAMA DATE � *-f v ENQIEfR V QN /1 I CEiUTE,C�L/�tlE PL'OG/G E J�7C�L' f�,E/cl/UY DE/VE >�°rwr .eQCN,ESTEeC ,(7VE. s I A�ovEo �T B of /G, - ,o. No. �. a v �'`:� CiA .✓, OFFK:IAL o of tp 3TAD/lJM PW ZX(• )qY w 4 •� wsc/z. ;=so-T- -- Aa>•11110VED oRAWNc No. =- ARROW ROUTE Oil r PLANNEIII p'6.oUEcT SWEET 1Jo. � - DATE BISHOP GRAPHICS/ACCUPRESS REORDER NO A55285 1 b rl 0 l \� I O1 I X n O CYD 1 O� INSTALL 4" PVC. DRAIN PIPE (SDR 35). REFERENCE NOTES: © O 0 1� Refer to Storm Drain Improvement Plans for size and location 0 ,� �--I�sfo//a"bio .4/���� G�fr �voS 7So� ,sP,� ✓ED �aw�\��� �r. © _ _ __ of catch basins . f� Q2 --- t� Refer to Street Improvement Plans for additional information Q ® on indicated area. ® (])--- Refer to Landscape Architect's Plans for additional informatio ® rxy1_16,I f JJ4 Q on indicated area. <sweoA"-44K S •t YSIM - 1R �T 700 \r©%. 1r O 0 /13 la W a. Q o © N o 44J ©SEE S t ca; Ig /N IFI CAtI Int tlil�'A `g, N phGA Lj� MoD 11 , `�1f ®e\� // ® 1+••1'°� �i� 0 nsvr .z . 4 o IDS 16 � S. 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ER TO 67RUCTURAL!'NGINEERS SLAB ELEVi+710N rLAN r n' 8 OF 1 S _ b REF r x �1lTE FOR LOCATION Of RECESSED FLOOR $LAOS SAND SU } ' 7-22-91 ma" }- Z VIV TRADE LOCATIONS AND SLOPING SLAOS. r '6 ` Q 9 ,, 3.2 I �/v a� �� � Q �I • `' 111 181 ! � / �B�-e L. arAc dN v'Ct�I'C�ss � M Z —J i/t�92 -- - .. - /� - �I � , R,u � �• i ©sE� SNEEt C.U-3 F� �8r.� .�, �o +� o s ��D 8k /'� /�.f5�. s ? L �Z PJ/IsL•l� MAS I rsrer-1 ,W x 11: W ' ' w� [)l f z l9 ­z �wsEo sf<tpwl G/1/Loa(,u1G s -_ aoA�O 1 i�wUC M F{CAT OIJS 8 �� v 6 �� - , 1 _ 7 \ �\ 2E MATCH- - _ O I. �S ,� s n 4. s eye s. d s` ti► ' LINE , SEE SHT.BOF16 I Construct 6" curb only per City of Rancho Cucamonga Std . O. 301 . �• • VIIII, �. �eorr '" d� sl �*�W Asools�te m t c� V�� 1 2, Construct 6" curb with 24" utter per Cit of Rancim C'oMpon a Std. NO. 1. 3 Construct 3" A.C. over 4" A.B. . <n _ _t; �+ \ ,+ 8 ,- ,�;.>•• �-. ! s ,. • :''0' w� PINIP M /Y: !IaR tAwiwE�1■D � I ( �r � � � I I sfy�' � ac y' x y g° r �:iq 11 `a ` ; , s° DER8ISN GUERRA L ASSOCIATES J Z Q ® (:onstruct P.C.C. shale per Deta41 Sheets � of 16. �� /.�, �• rl _. _ I o p . + *y;;Y b ', +a ' a l i 0731 UTICA ANE. SUIT 1 .N. ! 3 ■ � P.C.C. S � �" ` SI s f I ti � 0 1 r � ,� w + ', � E a0 AA11G/10 CUCA. CA. •1730 ... © a Construct sidewalk Pa w�� uwE Awe s Pi_ Js 6ssr, sQrs �3 T�loo�-'� is F r �� °+^� �. I ' ee a 1��g v r (7140 N7-4300 �� 0/ i install trench drain r LandscapeArchitect's Pt-A5 see she .t 5 �' ,s '� �' �' "` AIAA- !,r � 1; �` 1,��/ ' +�" ►+AME DATE h Q 'Z W �--Construct limited access curb per City of Rancho Cucamonga Std. NO. 902 . _ 3�� ° � IND_ .IysN�� . �• � � C/� 8 Construct sidewalk ramp per City of Rancho Cucamonga Std. NO. 310. 19 Construct united rI ro ad with C.M.P. riser er Detail Sheet 4. _ Q W �- Q rip-rap P P e g , q g Pe Construct underwalk .AraA. t of Rancho Cucamonga STD. NO. 507 . �� } --- _ - � I � � W � Y a—Construct 8' high block wall r Profile sheet Sof 16, and Latidsca s P � /�i�� _` y g � �-• ,. � � •- raheet 27® Detail "e" °� / Construct 8" concrete with irire.mesh per Section P-P. �_: • ' W Q ' N to i� we'll r Profile sheet 6 of 16 amd Landsca /�c->�'S© S �Co Construct variable curb wi 8","mow strip r Detail "D" sheet 4 of 16 '.r�;`� ;;i' ' > Z C9 U. i (� 2 /0 Construct re i n R Pe Pe � � �-- n � P Pe :)�•_. . . 7. i < PnpllticT W LL PCorts Sfi«� 27 Defer/L '/B" 1 (H 0" to 6") . 1, / �h= i ' `. 1 SRANCHO IA �� COMPLEX W Tooloo 0 fsr;.i S r Lands a Architect's S cifications see sheetu."y -- drive approach ail heet 4 of 16 . - : . ' �. ' W - H 2 DI In�.L -P t g. pe L Qe , @4 —Construct r PP P ' ��' / - �� .,,c•� ,-jet•,," �ye„� f �%t�s' AWe uwt6er"Di " s ����Is Pl�s� 3 Construet A.C. ramp per Debit s6et 16 of 16. -----_ - ' - -J so ' �/ / , f1<T 11Rt Construct 18" curb r Detail Sheet of 16 . • ('onstruct 6" r w h "� w stf! pe to 1 "B" 4 of 16. �- Pe I J �t� �1O '-- , �e a 1 ' 1 1 NORTH 1/3 ' OF QIEAWN6' PLAN o WO Q . ` 'C"' � ► bt 18� �- ` ,' _ `�` `d i1� � V.C \ d rt i n �� _ = - - - - - - -- _ ^ , 1 _ _ -- - Z y ,. -- - `- J Install "lftoalka _�rladucts" catch bai with rYic orate per Doail "draoks _Pis"_c�►tc u D1O_ 1212 . L - - - - - - _ - 1 �, ti ti Y Y r ti l'-rl - l -Y Y , lY1 r 1 ` 1 :'. _'�' i ..r L_ • l' l-Y-Yy- Y. ti - �+'$' x •� W . Y , r 1 1, ; y , 1 - . -A per �Y�iee� 4 o f �6 . 1 / 1 L� - I ► 1 ..� sbee of 16 . f y , , y ti �,ti,, �--- own drain r De t a s sheet t of 16. x :. \ w I f - = U �! _ Install 4" X 14" rectangular cast iron drain pipe . I Construct extr th footing per Detail he 6 .• 1. Qappr �----Construct 30" high cape Architect's Plans sh t 8 �� I I Ws )o9 1'10. 1 'f l l • Detail *C" . - r _ _ ► Construct spandrel and cross gutter per City of Rancho Cucamonga STD. NO.I 308 �-Construct "V" notch curb per Detail sheet 3 of 16 . ;/ ;� - . AAi�Ow �. ft Construct dirt Swale and berm r Section O-0. Construct open channel per Detail "F" , sheet 6 of 16 , -�" ^y V a 4 P"J"T Sr�aaT IJo. Lt.® of �...L ® . x DATE �' i-O /�J BISHOP GRAPHICS/ACCUPRESS 11EOADEN NO A55M A V N 00 x O 0- DATA SCHEDULE DATA SCHEDULE o c . NUMBER RADIUS DELTA LENGTH TANGENT LAUNDER LENGTH BEARING /k ` O201 3.00 113,26'21' 5.94 4.57 400 1.61 NORTH 301 3.00 16A•39'39' 8.83 30.22 372 h 101 9.00 574016'13'w ,w• 7•r Ib 302 3.00 101'16'55' 5.33 3.69 402 9.00 N71.46'13'E r 83.t6 71 +♦ti 303 6.00 62.20'21' .77 4.89 103 5.25 WOW si'03'w e\� /!i !t•75 �6�y •��Alw ('h 304 6.00 6W 6 20'18' 8.13 4.65 404 6.06 N6W 33.06'w n, 305 3.00 135001'55' 7.07 7.25 405 9.00 N69.51'03'w � 1005 b - F-2 Tc S 3�� 373 �t � �� � 411 306 3.00 146.30'06' 7.76 10.64 106 7.85 W199 36'30'E 3� 4b hVy C l.I'7 h at.7v �� r 307 10.00 36013'30' 6.32 3.27 407 10.23 WOW 50'32'w O F3 I7'Y1 y � � O 110 -a 308 3.00 160'31'33' 9.45 406 1.37 SOW 09'26'w �� f�y.`� 374 ti 7G ► G lG 83 3s ' 309 3.00 1240Sa'19' 6.54 5.75 409 9.00 SOW 09'28'w X13 c s FS t.0a 0 310 10.00 70.27'53• 12.30 7.06 ti 310 < Ifo 4.50 N26'39'06'E F N \� �� 361 < 311 10.00 72.07'07' 12.59 7.28 4%p ' y� to b�. , 4b\� `v Q) 112 9.05 NOW 09'28'E ti ` �-- 312 3.00 92'30'09' 4.64 3.13 112 2.25 S39'07'S0'w F-I .� � 4 � p � 313 3.00 173.10.56' 9.09 54.36 113 9.00 969.1/'37'w V R. 3� F-3 �:�+ � 314 10.00 7N 19'40' 12.97 7.56 414 t.63' .+�.e• �'41"E q� 601 �� 386 �`h 315 3.00 116.42'26' 6.11 4.67 415 14.47' N"'z�o7"E 1� Q\ y,{I �G ❑ 316 3.00 66.29'26' 4.48 2.77 *1 40 t bt' ►�a0' �'4M w �' !/� 10 370 C 7 375 V , 'l �� Q j s' 376 V�' 'I b C 317 10.00 77.31'53' 13.53 6.03 �G� GS ZD (1 318 3.00 1170SO'S1' 6.17 1.99 9' ��ti •r �b O r 38s ;� 4 U N 319 3.00 90.00'00' 4.71 3.00 367 re &L14 " h -3 ,a9 411 r 320 5.00 1040 56'21' 9.16 6.51 fS 368 �� 15 N 321 287.00 1.04.26' 5.57 2.76 v0 3� or.15 ,y 322 3.00 161.32•0e• 6.46 18.46 � b all 412 �s mob V V V Y^ 4 633 11 o 323 3.00 68'14'39' 1.62 2.91 W 324 10.00 104015'26• 16.20 12.66 PARKING lOT A' � M � V 449 /"� �� N PARKINB LOT T• �� vtiv N 323 3.00 90.00'00' a.7 f 3.00 (\ O � �^ rC V� � � k 326 10.00 57.22'43' 10.01 5.47 _ r w O :_-...:.c:: "' Vn^"' �Vllh PARKING l 7c_L7. 3o 327 3.00 96'30'46' 5.00 3.30 � �0 � 328 3.00 (60'00'00' 9.42 LO � • �-n r - 329 3.00 120.51.391 6.33 5.29 n ® G 330 12.00 79.44'08' 16.70 10.02 I °;+ 11 14 r 3 3� 406 O U �WI� J �' v`� J 331 427.00 1.06'15' 6.23 1.11 c, fTADD , ) 340 341 332 12.00 63'15'42' 13.25 7.39 FIELD � � � , 1, v Q) 333 3.00 97.14.45' 5.09 3.41 r A! 4 uh 439 R K 334 3.00 !09.56'41' 5.76 4.28 I ,. I "+ o .� \ 335 6.00 11.0/'27' 5.74 3.00 i I V w M a1 \� V e 330 C-I ih Y d�h c_ 336 3.00 119.26.00' 6.25 5.14 V ti' �i M' �► V > y O �,; u ,L r Z A► V ` b V Vh r yh � � Vti A `3 341 ` V6 337 3.00 90.00'00' 4.71 3.00 -- - / b 336 3.00 114039'56' 6.00 4.66 I 414 6� Ily 4'S ,��h �� h 11 4h E 415 � 37E K y 426 N 339 3.00 17W 43'24' 6.94 36.98 4p � ►1 t9.Z*'o7"E 3200' 4w �l y ❑ 340 10.00 63.49.42 14.63 6.96 ° :� Tel-11 , l p_I D 3 fc `� u !! fi 341 3.00 108'11 07' 5.69 4.16 = 1 4tl o i"w '`� N 8'1•Zd'07'E 3i� -2 Nst N 89°26'00"E 6 (�N �O�Q � y1i�\ �� OT 342 3.00 136.09'15' 7.08 7.27 = ai � `� 31!7 /.21 IG.00' w Iii eo v ce Il.oO I ZI 3" `yv V V� ��y� *M�OQ O 343 RKING 10.00 48'10'15' 1.15 4.31 , sOfT1ALL h `v b w 1� A ,1. 429 �b Y Y y�. N 344 442.00 1.31'10' 17.79 5.89 LOT T' = SOf/OALL t47 V 3'� tG� V ,' t77 V �r v 4C1 G , 345 10.00 42.33'44' 7.13 3.90 LOT 'E• - I •' , b Ugh A N 346 3.00 137.26'16' 7.20 7.70 PAM 106 LOT '71' �' V h b 0 a V 341 = 347 3.00 100.53 25• 5.28 3.63 ! I �V V ^• ,4r , ` ,y W 1 348 10.00 4W 46.04' 7.12 3.72 4 yc+, • V *^ V Q^!' °. y VD•� C-6 347 `y „ v • �1 - - - '��h 250 V " N 243 \1 y° Z7A M b y wV 3� U) -000 349 3.00 f3f 19'19' 6.68 6.63 360 3.00 162.13'07' 6.N 19.16 _ 377 I1 21' lo.00' 1` Ia..go' I�.so' �V�y �V�N/a.00' 4 ZI' 577 Yy* 407 343 3k 3r IC-7 364 b • 4 • Y bti 361 3.00 90.00.00' 1.71 3.00 - = I 5 N G o7 bS w n• 2d' o•r s Go ,� v ti� ^ti tiN VtiN V V t t _ Ir 362 3.00 116.52'06• 1.12 4.68 j = � of. sas 363 10.00 s6•f i z f• 11.56 i.52 +0 aoGtiA T '4 0-4p a cot b �� * a F4 y^ J A09 Vy 354 3.00 911111" 3' 5.03 3.33 I stop• V V C-B �'�'�--PAAKNIG LOT � '• b (/ V� � ,t4 355 3.00 153'17'01' 6.03 12.63 eolll E ` ^ "1 X14 '� yy A M A D352 /n�\ .v j 0 4Ib b s1s ^N 1iS M w 4K �,C `kM `_ V b= 383 T W 366 10.00 94010'36' 16.1/ !0.76 / .�� � � 1` � w �� � - � � �h• � !7G k 14 V '� o �l-s�'�r 1167 3.00 1130 u•06• 6.07 1.79 j �, � � V {� �` �` � � � 4 e O z 368 3.00 (52'12'21' 6.00 12.36 V V a '" 359 3.00 112.53'14' 5.91 4.52 j I `� ` ti 'N b' V Q r �Ott® ��`w 499 � a 310 3.00 118'29'36' 6.10 1.65 IMILT�h66P0� . 361 3.00 69'53'41' 4.71 2.99 - � i PARKING-LOT � uy r ' 352 3.00 141.20.05' 7.40 6.55 PAIIII LOT T - ` > C 363 3.00 f4f•31'ff� 7.41 6.60 LTE �_ � 364 370.00 2'03'�41 13.32 1.66 t L- 365 � 366 to:opo i�i�•1o• 16:3i to:� - --- - - - - C-9 woe Sec �w� � - O .4.P.�iv .Ffxi�4�" O 367 3.25 1540(6'36' 6.75 14.21 � V � 366 3.00 IV 31'16' 4.0 2.96 ,r �� e y ` 169 5.25 132.31 11• 12.14 11.94 REFERENCE MAP �p �L���4R vb f, 370 3.00 136.00.00• 7.07 7.21 y 4 0 e J Illillilin S7 � 371 5.00 135.00.00• 11.70 * 12.07 30 ❑ • � 372 3.00 10'00'00' 4.71 3.00 323 t� Z 316 y V 373 3.00 110627'39' S.» 1.32 � � ip A-2 337' rc 7 7 �� V 374 15.00 10.54.10• 6.71 2.67 32 a! , 613 X 'B u w < 375 115.00 1.37'13' 3.25 1.63 376 3.00 116»47'16' 6.12 4.88 815 (• �y t .° 3611 \� ve J V W Z B-2 !71 1.00 l SO'49'1 1•' t Qlpf 384 � , Ev- A-I ` y. CL z z »r tl.h t'Mso,IY' 11.48 5.&4' /n 35 831 p0 O CJ t`�i oh \\\ ^ 316 �`h �,,�� ,� T ��� C- - - I0 2 C/-)- - - - -� POINTS b 503 0 W v • 321 4�. �� °% P 3w `0 V V C) PARKING LOT 'A' 1BL.ANOS) qi 7 r.1ckv7 .t � •t � O 1\ b G 1 G K 78 Fs 794.9 3r ~ W (:::)POINT 744 N 2414.8327, E 2016.9628 0 sk. 31217 ` 3n POINT 756 N 2457. 3885, E 2173.2734 t(, �• �� =V•I� � b � O � POINT 769 N 2476 .1 896 E Zoom. 31 1(o • = z POINT 789 N 2522 . 1096, E 2171 . 3062 M 15 �b Ff•5. � �••�` - POINT 799 N 2585 . 1859, E 2170.6437 315 ,�Gb}'�' r� ��•�� ��' O V • POINT 790 N 2535.5375, E 1988. 2813 �y� 799 /soh . � 336 ? <cL Z CJ-) ass V7 POINT 813 N 2591 .7818, E 1958.8512 am ft W POINT 831 N 2596.5102, E 1976.2190 31 101 7 334 7 L CL J!MMLOT V MAWS) 790 /h �h A-4. 4• _ �' Fs 's.w L� - z A-3 B-3 o O z POINT 383 N 2026.8034, E 1986 .DOS 1 c 2�G 393 POINT 580 N 2026. 3113, E 2175.0045 }- W POINT 595 N 1964.8303, E 1967.8438 q o- d�0Tc POINT 581 N 1964. 3115, E 2174.8431 .. 01 g• � $11 1Gy6' 316 FsKa,o 9-4 �- POINT 622 N 1902.8975, E 1949.6824 � �. c POINT 582 N 1902 . 3118, E 2174.6816 ,6b 1� 5611 ,,1 r` �(/ �� _ V POINT 691 N 1840.8509, E 1967.5209 P ` ` �R LOT "A �� ' s s, POINT 676 N 1840.3120, E L174.5202 ~, ! tc v f�yh� vp 313 TG ae n �N TTc 7,. °a �� 306 FS 4450 71-69 t 334 36x NrGi LOT `C (�1A1�8) -�� �,f C� i O POINT 633 N 1664.2510, E 1863.!!66 +sv fs 8 , fc �z 0� , Q POINT 615 N 1439.2518, E 1863.3771 3� 4 5�5 S /s >^'�- PART-A . POINT 601 N 1695.6530, E 1802.0829 •4 ..��h PARKING 1•e 0737 r 1 s °� REVISIONS FOR CITY POINT 449 N 1662. 4759, E.. 1739.9!13 Noy + aK 402 ti POINT 474 N 1509. 4765, E 1739.'5700 7�9 333 T "El --: O s t• POINT 461 N 1520- 2837, E 1677.5995 A_5 8 • g 769 - ' c 73>p4 7/ DATE usE ONLY � � IW �� is 71.b1 DESCRIPTION APPROVED INITIAL DATE `- oz POINT 439 N 1637. 2832, E 1677.9217 �, w A-s A��) ff /.)1 FS 71.11 /Z 7-90 / "09AW ffii !;�i-/ STREET �.� z POINT 429 N 1523.5363, E 1615.6062 A 7c 84.4:1 2 406 7 zi_!/ t1 r !DINT 428 N 1622.5359, E 1615.4808 K !�s Po B-5 - B-s ATER/SEWS 622 GRD t DRAIN PD I u T 4s! AI 1479. 4p We, E 1.01- SKI � SO2 TRAFFIC r it l/ P O 3,1 FINAL CHECK ❑ PARKING LOT 'D' aLANDtI Tc 3.1 y�. ,� 312 � 71.4b OPOINT 249 N 1248.6676, E 1178.6596 �� F b� Ff !o S C POINT 250 N 1 1 1 3.67 35, E 1 179.91 17 307 ¢'f�,y� i ,�� As CONfT. POINT 263 N 1114.2415, E 1241 .9090 \ 306 Vh 4ti 0E1 THESE PLANS WERE PREPARE BY: FOR PRIVATE USE oNLY POINT 264 N 1249.2427, E 1240.6570 * ! a Fs 9t-l.3 7, 7' I�ERSISH, GUERRA i ASSOCIATE 1 POINT 277 M 1249.8177, E 1302.1543 ! s1C »•s9 t ti 0 326 li UT,G► •v[.bu,TE ,bb RAMCIIb CUCA. CA.s�»o s DRAWN INITIAL DATE Q !.DINT 278 N 11I� . etas, E 13x3. 906.1• f' 306 ,e� V k - i , ? �..a 301 >M r CHECKED W PARKNC; LOT IrOsLAMDt) 301 �' !' �•W . 1�as 1�°� �' \ NAME DATE Milli ONs14w ac. J - t` R-C.E. NO. 9224 CITY OF RANCHO CU DANIEL E. G RRA O POINT 1005 N 2610.5825, E 1364.8353 ffa1A17 z Sp POINT 74 N 2459.7721, E 1077. 2430 � s ' g 744 7" 3,26 327 tc 72.G 3a TC ss 7lo.e! � CAMONGA c 0 7 7t.79 7t l5 Tt ]o.S(. COMMUNITY SEFh/10ES ENT: PEAKS DIVISION 401 7Z.219 1I PROJECT NAME U S, ► 7c 7c �' c91 B-7 RANCHO CUCAMONGA SPORTS COMPi 400 A-7*. �' A-B is i le1j 676 303 SHEET TITLE a ,��e ���4 �� 3� �� CANTER ISLANDS CONSTRUCTION PLAN W a `f' 0 ls�s 7c. 171-208-B 9 Ac 7�.t'i �- APP'RO APPROVED � 201 if 71.7' t0 z fc 64). lc A9.9J C Y ENGINEER Tc , FS 'N•f1 DATE UNIT E V ES MANAGER DAT ` 1� •11•Qr') /V 6'1.19 /'!< G9. b 403 325 APPROVED �, I 3i DATE r OFFICIAL SHEET /97Or 7C 'N.4o APPROVED fs 1d.6� LS L!o ORAWINi 110. RwERbIOE RWEPRINT - RrvERb#oE, CALIF DATE �( LV CITY PLANN[R BISHOP GRAPHICS/ACCUr11ESS 10 I+Eopoen No.Ad61r6 DATE �,II�MI r d. �P t 0- N 00 1 r O x 0 D - O cyD . 1 '.i O ------._ :C.:. 'fit` cyD !Z) N tfj N (t) N 141 N Pi201�fDE fr IIS CP-vSNED Cay N 1 —1...� • q�C�12FLgTE BASE G TAVA^.AK : w 1 a 1I1414 Q) Ft z - . • wl4rtslr ® - ~1 ��, Q I WAOW 3p {1 mor, OLD F (3) I { SOCCER FIELD �G 4 N 0. . 4 . . , . . d O 1 ® c (I) N►Qas �IyN (1) u►4aa PEeFEears>7 O 'i PARKING LOT D ( (I) NIyN &YPI—CAL) C-M•P " " e►sEZ �. � � i O i5E COMPLET%LY ^l � ', F ' ` SA�►edLl►JPED W C) SECT/OA/ A (15 11�(,) N141 c 40 D \�~'' r� Q C�� 1-I Iy L! �� (1) N lefj N O ► �' __ ` • 6CCER FIELQ vPOO N r _ Il t - 0 114)A401e � f O -- s Nu z _r--� _ — . } , STADIUM y r / 4f �QAr—(1) Wi4w f CL �P' 1 v > UpE . ce O clI a ro .; ; . W EROS/DIC/ G'D/C/T�OL 4E�(/�LiOG ,Ud TBS 0 ALL S4tivea45 SNOWA! OJJ -rw"a PLAuo AmALL Rt W PLACE AT' T61E EI.JD OF GA4W r7AY DUiILI 4 7L1G ¢AD/M 4 C7 Or .GLATAoIJs Q. P &M OCT-:,&9C iL I-F, wAjrILL APK1L 16, t4JWEW 5 DAY RAIU 1-0r<E440T SI(CGEPS .4o z. w C./-) �\ Q.) ALL SLOPES li,RgATE¢ TbJA41 S ) Lv- SHALL ire. PIALJTgp W-TI-1 AW APPI¢OVEp COVate w MATEjUAL 4 I1tel ATED 1►J ACCoGDAwJG 4 E wtru TLIQ GttY OK ICAIJcuo C4GAMONC,A • \ > C/, /�,fl/ FLE41jifW&i ►JTS 4/JI.Ess swpras Age P00T"TEp WiTrJ vesgoea" { SAII"05'ag5. � z Z a) PfADTOCTIVR ^,1ffAffU9dL6 >:WALL ip TAKELI A 041 O PU1•L1e otG O Ba AS LJoT 70 _ CAL/f$ AAJ-JY "UP, sla.T, Or- p&aRIS' To •B DEPOSIT D AO.IAJGEWT PsoPESETY AT ALL TIMElr of GoWJi;TRLJcT/o.J. A/JY "UP ec 17JEiAe 0 w �� ! OLJ PYiLIG PftoPftRTY stIALL BE LEvfove-o mAmavlATfeLY. OUST st+ALL yrs Q COLJT001.4.EP By tUATailIJ4 or OT"EIC APPleV&P METHOD -fW2o"e4WoIJT V ( ) • �► , f i y f _„ \ TWE <if:ADW4 i ISUILp144 CO*4AT1t4ACTloA1 oPeIe^T1oL1s. v I I O �) rill Q'Orer: 6><CEEDi SI IN VErTICNEGoV O 1 ) N TO iE P"WTOt7 WITH 4pPZOVE� PLAWT MArER1A1- tPIrovDED WTHAPPROvED _ In VATE1CIW4f SYSTEMS. sbg IipPleevrp LALIDSCOPE pa4WI,J4s 7 gaos'o" } PARKING LOT "C" O "�,��1�' �p�� //rrGO� cow7r..oL sOECIFICATfOWS r=O#C PECILM3TeL TWEATMEWTS. O � j , 5) A STAND W CLEW PDR EI4EP.6,F-"cY WOeK SHALL " AV.GILAQW A-T ALL ce- T)MF-S PLIO W4 TWE lC:AUJY 5IRQ2S0LJ Al)=Cr.,•,SSr,gRY MATERIALS S►JALL BE 0 'i CO#jV'EWIDAJT LOGATIOU15 777 pVAILr7BLE vN SITE STOCKPILre:O AT TO PAGL.ITATE• V • + � _ ICAPI D GO W S T IC UC T IOW C.F TiLA RDWAbR:Y pay ICC 5 W44F" rOIIJ IS Em a jile W T - '� 4) DEVICES St•♦•Ii11.L LIOT LE C61010VE10 OL 1.11OPIFtEp WIT'WOUT TWE APPROVAL ef: THE CITY , ) w Lv/ O V I ce w 7) ACTrue P RAIIJSUMM, ALL 614,T 4 Desm4s JC}IALL oo 'YsMov@P FROM CNQCIC• agmms !/) la�N / / ,, ANN G6iJ1.TIsjA AAflNiP s T TWQ ASOJJ A0.4rav Gay. Q f) W CASE OF ep4eerSsIJCY, CALL C/EC/E�gG G'pcirCgCTGt� O O C • <3)Nl�y ( ® ® A T •% AW ReoV C fp JAY 4,E^j trgAJ- �eN/�/RAGTaIR. Z w l�NI ! !t) cn i ,• `. V F- . �, PART--,wAQ .Z)Ni C.--'' REVISIONS FOR CITY USE ONLY w DATE DESCRIPTION APPROVED INITIAL DATE T z 12-7-90 CHANGED CENERAL NOTE 8 s.r - STREET z SEWER/WATER _ ® 40- PARKING , GRD. t DRAIN PARKING LOT "6" - - — j r ® 5 YZ 3 Z O 6 ?o (,jP AT TRAFFIC i FINAL CHECK ❑ ® R/W ® ® PARKING LOT "A" ® AS CONST. Q � LJ w441 0. J � w P ® THESE PLANS WERE PREPARED BY FOR PRIVATE USE J � DERBISH, GUERRA & ASSOCIATES m r 8.01 UTICA AVE.41117E 160•RANCHO COCA„CA.91730 _— INITIAL DATE O O • 4V t DESIGN J.C. 10/90 P ® ® ® J.C. 10/ W NAME 000111&�- DATE - CHECHED• " (��.-• , _, R.C.E. N0129224 DANIEL UERRA t, tI D.E.G. I I/90 d -• - • )y• .am.• •%. o � <z) � � 4 c4C q'"�A4 MAO oB 414 f�o f" C!t/sNlJ?. r4w .. ` . CITY OF RANCHO CUCkMONGA AW,*eF4,os& ays.r &' rsacr ov' 0Z C - - - - _ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION v U O�.GeA,v4 �b�cgc,F �F gA:goi�dr'� � •� . � ' "'•' .� I V * PROJECT NAME •e , •. rZOAJ/ , •'M{• , ... ♦ .,T • r.. NUD•i)b �).,. c'!� JC P� �•• �•�_. •� _J - - RANCHO CUCAMONGA SPORTS COMPLEX r vG0 OB ti r 5�, y5 _ cc SHEET TITLE W C!J EROS ION CONTROL PLAN Q �r Thr, ,( AP RO ED APPROVED 659 83 R0 C h E S T E R A V E N U E DATE' -1t0 1T S RV ICES MANAG DATE/ ENGINEER <3�►� APPROVED DATE WZU-1LQ4N6 OFFICIAL SHEET l/ OF /G \' .106 Nb �� •1q3 <0 1 APPROVED A, , DATE `�� CITY PLANNER DRAWING NO. QF4,)e4T so4esT 130. &SHOP GRAPHICS/ACCUPIIESS DATE I Ago AEORDEA NO A652tS fi � 1 -o o� N co Q x 0 �'j ❑ O cy-) 01 PMPLEX COORDINATE POIfTS 0 CITY OF RANCHO CUCAMONGA SORTS COcy') r�_ T.C. LOCATIONS PAIIKNO LOT Or STADIUM PARKWAY T.C. EAST i SOUTH T.C. MCO. LOT Y SOUTH EAST i 1rEljT T.C.PKC. LOT V' CENTERLNE VICTORY pRIVE POINT 1005 N 2610.5825, E 1364.8353 PC:N­ 2166. 1655, t 2023.6791 POINT 502 N 1750. 3035, E 2213.6549 POINT 165 N 166!.6 74, ,--, /sj s s POINT 139 w 1000.8885, E 1015.795! � POINT 1017 N 2594.5822, E 1364.9069 POINT 180 N 21!3.4487, t 2045.6013 POINT 1106 N 1756.1875, E 2034.3654 POINT 400 N 1639.220, !� �S� .i��t POINT 140 N 1088.8447, 1 1094.9797 POINT 1016 N 2594.5956, E 1367.9064 POINT 101 N 2216.6523, E 2019.3985 POINT 1903 N 2019.9804, E 2032.4350 POINT 401 N 1638.8195, E 1569.5056 N 2592.4838, E 1370.0376 P01NT 34 N 2034.9786, E 2220.0376 POINT 503 N 1766. 1629, E 1963.5460 POINT 141 R !0!6. 1209, . L 796.!!26 POINT 402 N 1635.01!5, >E 156!.4!73 POINT 142 N 1202.4646, E 1071 . 3413 POINT 6702 SOUTH MULTF-PUR�OiE QLD ACCESS CENTEIILNE POMITi POINT 6703 N 2621 . 1977, t 1318. 4937 POINT 104 N 2306.9739, E 2218 .4349 POINT 504 N 1710.6392, E 1!67.4750 POINT 403 N 1635.8624, E 1553.1173 POINT 143 N 1253.0594, E 1049.1864 POINT 6704 N 2624.7174, E 1394.9444 POINT $000 N 1369.0390, E 1893.2595 POINT 105 N 2271 .9745, E 2218.6442 POINT 505 N 1746. 1776, E 1953.5349 1553.5207 DINT 6705 N 2629.7174, E 1394.9220 P01� $001 N 1315.1110, E 1$73.1419 POINT 106 N 2271 .1834, E 2253.6441 POINT 524 N 1791 .9279, E 1!55.8194 POINT 404 N 1491 .0629, E POINT 144 N 1370. 1879, E 1326.0764 P POINT 405 N 1491 .4149, E 156!.5207 POINT 145 N 1371 .0591 , E 1026.0777 ; Q 0 POINT 6706 N 2629.6360, E 1376.7501 POINT 1521 N 2241 . 1390, E 2253.5640 POINT 525 N 1748.2356, E 1!65. 1128 POINT 406 N 1484.8109, E 1569.5124 POINT 146 N 1698 . 1455, E 10h27.0275 o POINT 1522 N 2241 .3799, E 2161 .0643 POINT 526 N 1797.6862, E 1969. 381! POINT 1198 N 2297.9826, E 1028 .7695 POINT 6707 N 26..6.6.,61 , E 1376.7636 POINT 407 N 14$6.6106 E 1572.5124 POINT 6708 N 2626.6227, E 1373.7631 POINT 1547 N 2211 . 1522, E 2248.4859 POINT 527 N 1794.8510, E 1967.4012 POINT 408 N 1472.8107, E 1572.4684 POINT 59 N2297. 1114, E 1328.7682 POINT 6709 N 2610.6228, E 1373.0352 ' ' POINT 1549 N 2180.9245, E 2335.!075 POINT 528 N 1794.8432, E 1970. 4012 POINT 409 N 1472.6951 , E 16POINT 1199 N 2390.6635, E 1043.7279 0 - 0 +, PERB TER T.C. LOCATIONS PARKING LOT 'A' 13.5293 POINT 1550 N 21x1 . 1653, E 2243. 4079 POINT 529 N 177x.7433, E 1970.3595 POINT 410 N 1145.6!64, POINT 59 N 2297. 1114, E 1328.7682 N POINT 432 0 2333.6904, E 2007.5565 POINT 1551 N 2111 . 1655, E 2243.2236 POINT 530 N 1778. 2341 , E 2204.3587 POINT 411 N 1353.9055, E 1$65.6760 POINT 742 N 2362.5536, E 2007.5565 POINT 1553 N 2110.6318, E 2446. 2249 POINT 531 N 1794. 2340, E 2204.4004 POINT 1693 N T407.6903. E 1049.970$ POINT 741 N 2362.5536, E 2014. 2765 POINT 1554 N 2066 . 1527, E 2248. 1084 POINT 532 N 1794.2262, E 2207. 4004 POINT 412 N 1366.0033, E 19x6.3267 T.C. LOCATIONS PARKMO LOT "P" POINT 740 N 2364.3189, E 2020.7605 POINT 413 N 1372.0746, E 1906. 1922 ❑ POINT 710 N 2352. 4870, E 2023.9717 POINT 1556 N 2021 .6735, E 2047.!920 POINT 533 N 1797.2262, E 2207.4082 POINT 414 N 1372.0223, E 1125. 1922 POINT 6712 N 2590.1659, * 1402. 3235 POINT 711 N 2404.4995, E 2215.0240 POINT 1600 N 2021 . 1398, E 2252.9913 POINT 534 N 1797. 1845; E 2223. 4061 POINT 415 N 1669.0212, E 1!26.0100 0 2211 .0710 POINT 1534 N 1990.8899, E 2252.9125 POINT 535 N 2067. 1836 E 2224. 1111 POINT 416 N 1669.0614, E 1911 .4170 STADIUM PARKWAY O POINT 6713 N 2614.8348, E 1425.9797 POINT 712 N 2419.0340, E POINT 500 N 1793.2114, E 2248. 3979 POINT 536 N 2067.2253, E 2206. 1111 POINT 417 N 1672.0613, E 1911 .4252 POINT 6714 N 2612.7230, E 1428. 1105 POINT 713 N 2419.9220 E 2213.9657 POINT 501 N 1793. 3026, E 2213.3980 POINT 537 N 2070.2253 E 2208POINT POINT ;E • 1 +", E 1027.0275 N POINT 6715 N 2613.9912, E 1430.8340 POINT 714 N 2422.9220, E 2213.9735 T 414 N 1673. 1690, E 190x.6372 POINT •=� K N ::EE9898 . 1455, E 1531 .7415 (� POINT 502 N 1758. 3035, E 2213.6549 POINT 538 N 2070.2331 , E 2205. 1189 POINT 519 N 1689.0890, E 1914.9621 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 1010 N 2601 . 3997, E 1403.5997 POINT 715 N 2422.7828, E 2229.0369 POINT 539 N 2088.2330, E 2205. 1658 E 1928.9023 _ Cv 9.5992 INT !24 N 2087.5x45, E 2070. 1662 POINT 520 N 16x3.5507, POINT 36 N 1931 .8254, E 1x63.2597 POINT 1011 N 2609.5987, E 1432.7231 POINT 716 N 2638.7821 , E 222 PO 1 POINT 521 N 1697.8872, E 1933. 3142 POINT 1003 N 2603.7994, E 1413. 3075 POINT 717 N 2638.7238, E 2213.5791 POINT 1925 N 2072.3845, E 2070. 1246 POINT 35 N 2139.9196, E 1937. 4936 POINT 1103 N 201!.!404, E 2032.4350 POINT 34 N 2038.9796, E 2220.0376 W 0 POINT 1012 N 2584.9544, E 1406.6092 POINT 719 N 2641 .x238, E 2213.5459 WEST & SOUTH T.C.PK(L LOT OE' POINT 1126 N 2072.5924, E 2067. 1246 POINT 522 N 1682,19495, E 2034.9086 POINT 33 N 2338.9776, E 2220.8186 POINT 1013 N 2476.5958, E 1368.0941 POINT 719 N 2641 .8103, E 2210.5059 POINT so$ N 1729. 1455, E 1397.7415 POINT 1927 N 2069.5924, E 2067. 1163 POINT 1699 N 1644.3431 , E 2224.7664 POINT 32 N 2338.7720, E 2299.4144 POINT 6710 N 2586.0001 , E 1403.5299 POINT 720 N 2654.3673, E 2210.5110 POINT 307 N 1729. 1455, E 1382.7435 POINT 1928 N 2069.5957, E 2065.844 POINT 6711 N 2588.0541 , E 1404. 4543 POINT 306 N 1714. 1455, E 1382.7415 POINT 1929 N 2007.5956, E 2065.0912 _ POINT 1930 N 2047.6425, E 2047.8913 r POINT 1664 N 1714. 14SS, E 12x0.5208 POINT 7 7 /TRA ENCLOSURE � 0 PaME I cm T.C. LOCATIONS PARK NG LOT 'A' POINT 1663 N 17 6 4. 14 S 5, E 1280-5208 19 3 2 N 21 15.3 2 S, E 904 .!6 3 3 NORTH @ULLPEN SH 0 POINT 1662 N 1719. 1455, E 1258.7263 POINT 177 N 2115.4967, E 1942.9636 POINT 899 N 2517. 3094, E 1550. 1584 CENTEFAA E AFIIOW & ROCHESTER POINT 740 M 2364.317!, E 2020.7605 POINT 179 N 2166. 1655, E 2023.6781 POINT 924 N 2606.7130, E 1560.5029 T.C. LOCATIONS PARKNO LOT 'F' POINT 710 N 2352. 4x70, E 2023.!817 POINT 1661 N 1674. 1455, E 1236.9314 POINT 2 M 1000.0000, E 1000.0000 � Q) POINT 711 N 2404.4995, E 2215.0280 POINT 1660 N 1724. 1455, E 1236.9310 POINT 1356 N 2616.4443, t 1476.3972 POINT 1 N 1012.0235, E 2296.3642 POINT 1059 N 2622. 1501 , E 1156.4290 POINT 712 N 2419.0340, E 2211 .0710 POINT 1659 N 4724. 1455, E 1146.9317 POINT 7 N 2666.770$, E 2300.6775 0 > POINT 1063 N 2622.2325, E 1174.9412 POINT 713 N 2419.0220, E 2213.1157 POINT 1658 N 1674. 1455, E 1146.9318 WEST T.C. PKO. LOT W POINT 1062 N 2619.2325, E 1174.9546 POINT 714 N2422.9220, E 2213.9735 POINT 1657 N 1719. 1455, E 1125. 1373 POINT 506 N 1740.9190, E 1123.4284 POINT 715 N 2422.7427, E 2229.0369 POINT 1656 N 1764. 1455. E 1103.3428 POINT 507 N 1746.3564, E 1109.4946 CENTERL/IIE JACK BI~t�RY DRIVE POINT 394 N 2533.5845, E 1056.9868 POINT 716 N 2638.7421, E 222!.5992 POINT 1655 N 1714. 1455, E 1103. 3428 POINT 508 N 1772.5927, E 1903.5254 POINT 1694 1721 .9232, F. 2298. 212.4 ❑ POINT 1061 N 2617.3429, E 1180. 1200 POINT 717 N 2636.6238, E 2213.5781 POINT 305 N 1714. 1455, E 1070. 1526 POINT 1907 N 2028.5976, E 2014. 4418 iTADK FIELD POINT 1900 N 1719.9885, F 2034.6370 POINT 393 N 2537. 1328, E 1053. 4641 POINT 714 N 2641 .8238, E 2213.5059 POINT 304 N 1741 . 1455, E 1070. 1526 POINT 172 N 1812.9332, E 1837. 4394 POINT 2012 N 2281 .8484, E 1913. 2772 POINT 1903 N 2019.9504, F 2032. 43!50 POINT 392 N 2537. 1473, E 1048 . 4641 POINT 719 N 2641 .1103, E 2210.5659 POINT 303 N 1741 .2239, E 1043. 1527 POINT 173 N 1828.3930, E 1850. 1278 POINT 2009 N 2611 .8484, E 1583. 2772 POINT 1901 N 1790.7758, E 1838.8756 O POINT 1056 M 2546.0960, E 1049.4901 POINT 720 N 2659.3673, E 2210.5110 POINT 302 N 2087.5174, E 1044. 1584 POINT 174 N 1839.8235, E 1833.7161 POINT 2001 N 2281 .8484, E 1583.2772 POINT 1102 N 1123.0357, F 1800.6748 POINT 726 N 2656.9980, E 1904.5149 POINT 301 N 2087.4738, E 1059. 1583 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 2003 N 2409. 1276, E 1710.5565 N POINT 727 N 2642.8717, E 1904.5781 POINT 300 N 2102.4738, E 1059. 2019 POINT 175 N 1926.4472, E 1878. 3287 POINT 2011 N 2375.0255, E 1927.8973 ` POINT 72x N 2642.7262, E 1999.5783 POINT 1209 N 2102.4649, E 1062.2628 POINT 176 N 2127.2615, E 1950.0001 POINT 2010 i 6.46840 t 1676. 4543 T.C. LOCATIONS PARKMG LOT 'F' POINT 729 N 2637.7515, E 1900.0709 POINT 339 N 2092. 4149, E 1062.2337 POINT 177 N 2115. 4967, E 1982.9636 STA�f'ELO � NORTH &EAST T.C. PARKING LOT b 3 POINT 731 N 2617.5610, E 1883.8238 POINT 338 N 2097.7332, E 1070.7335 POINT 178 N 2115.4056, E 2017.9634 POINT 225 N 1252.6725, E 1502.6364 C/) N POINT 732 N 2613.6589, E 1980.6974 POINT 337 N 2096. 1527, E 1068. 1835 POINT 544 N 2104.9277, E 2017.9362 POINT 226 N 1252.7189, E 1507.6362 • x POINT 341 N 2128.4737, E 1059. 2774 POINT 336 N 2093. 1527, E 1068 . 1748 POINT 545 N 2104x9928, E 1!92.9363 POINT 227 N 1257.7187, E 1507.5899 LL POINT 340 N 2143.4736 E 1059.3209 POINT 733 N 26 116.3897, E 1884.4805 POINT 228 N 1257.9969, ' POINT 734 N 2599.7969, E 1875. 3266 POINT 335 N 2093. 1992, E 1052. 1749 POIIN 546 N 2001 .4475, E 1984.5328 NORTHWEST SOFTBALL FIELD E 1537.5486 1 POINT 136 N 2143.5172, E 1044.3210 POItT 334 N 1760.2006, E 1051 .2079 POINT 1210 N 2092. 1780, E 1954.4672 POINT 2600 N 2230. 3126, E 1351 .5743 POINT 229 N 1283.9958, E 1537. 3474 0 POINT 2003 N 2409. 1276, E 1710.5565 POI T 333 N 1760. 1542, E 1067. 1904 POINT 1106 N 2049.7964, E 1939.3410 POINT 230 0 s +7 POINT 61 N 2169. 1027, E 1044.3953 POINT 735 N 2409. 1276, E 1962.5565 POINT 2602 N 2530.3126, E 1351 .5743 N 11913,93 b, � l��U,�19� � POINT 60 N 2297.9361 , E 1044.7694 POINT 735 N 2349.3776, E 1962.5565 POINT 332 N 1757. 1542, E 1067. 1816 POINT 1105 N 2044.4183, E 1954.4101 POINT 2601 N 2230.3126, E 1051 .5743 POINT 231 N 1286.9307, 1 0 19 0 POINT 59 N 2297. 1114, E 1328.7682 POINT 331 N 1757 . 1542, E 1070. 1816 POINT 1104 N 2041 .5928 E 1953. 4016 POINT 232 N 1286.9029, E 1527. 3200 POINT 57 N 2385.6740, POINT 737 N 2349. 3776 E 1978.5565 POINT 330 N 1738. 1455 E 1070. 1816 POINT 233 N 1302.9022, F 1527. 1716 3 E 1058.9300 POINT 1103 N 2038.7674, E 1952.3932 NORTH PATIO RAONJS PONT POINT S6 N 23x4.7385 E 1061 .7804 POINT 738 N 246. 3776, E 197x.5565 POINT 1665 N 1738. 1455, E 1241 . 1816 POINT 739 N 2 46. 3776, E 1981 .5565 POINT 1102 N 2044. 1456, E 1937.3242 JOINT 3413 N Z4T2. 1865, t 1462.7751 POINT 235 N 1286. 151POINT 234 IN 0, E 1446. 1751 0 POINT 55 N 2387.3956, E 1063. 1733 POINT 1666 N 1732 . 1455, E 1277. 1816 POINT 1101 N 1167.8587, E 1910.0972 F. 1446. 3235 POINT S4 N 2379.9151 , E 1077.4436 POINT 182 N 2333.6904, E 1981 .5565 NORTH DECORATIVE CONCRETE CONCOURSE POINT 236 N I2R6 . I?.iR, F 1443. 1236 POINT $33 N 2333.6904, E 2027.5565 POINT 329 N 1732. 1455, E 1385. 1816 POINT 1100 N 1962. 4805, E 1925. 1662 POINT 3429 N 2304. 2107 E 1412.5743 POINT 237 N 1286.0960 E 1440. 3238 0 z POINT (53)cr N 2235.5253, E 1352.8935 POINT 328 N 1748. 1455, E 1385 . 1$16 POINT 1099 N 1959.6551 , E 1924. :578 ' POINT 1067 N 2452.5154, E 1130. 1013 POINT 187 N 2304.0719, E 1992. 3607 s POINT 238 N 1302.0953 F 1410. 1754 N.W. SOFTBALL FIELD FENCE POINT 327 N 1748. 1455, E 1388 . 1816 POINT 1098 N 1156 .4296, E 1123. 1493 POINT 3531 M 2SS1 .t04., E 1412.57{3 u POINT 1068 N 2463.5603, E 1118.7610 POINT 2524 N 2128. 3126, F 1109.7415 POINT 326 N 1751 .0331 , E 1388 .9950 POINT 1097 N 1962. 2078, E 1908.0003 POINT 1202 N 1301 . 3441 , E 1359. 1739 Q - POINT 1069 N 2465.8189, E 1120.9608 POINT 325 N 1739. 4826, E 1385.7415 POINT 547 N 1921 .0690, E 1893.3977 2133. 3126 E 1420.0968 POINT 1203 N 1285. 3448, E 1359. 3273 > POINT 1070 N 2468.0346, E 1123.2037 POINT 2526 N POINT 324 N 1739.4626, E 1397.7415 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 1204 N 1285. 3170, E 1356. 3274 Z POINT 1071 N 2456 .7729, E 1134.3288 POINT 2527 N 2118.6679, E 1434.7415 POINT 333 N 1760. 1542, E 1067. 1904 . POINT 1096 N 1986.5853, E 1879. 1664 POINT 1205 N 1285. 2892, F 1353. 3275 w O c POINT 2529 N 1$07.3126, E 1429.1415 POINT 332 N 1757. 1542, E 1067. 1816 POINT 1095 N 1879.82 :4, E 1e93.5339 EAST DECORATIVE CONCRETE CONCOURSE POINT 1206 N 1301 . 2885, E 1353. 1791 POINT 3334 N 2111 . 1435, E 1872.4075 POINT 1126 N 1300.6207, 0- Y V S.E. SOFTBALL FIELD FENCE POINT 331 N 1757. 1542, E 1070. 1816 O ISLAND,JACK BFN61 OR! E POINT 1094 N 1976 .!949, E 1892. 2032 E 1281 . 1822 � � POINT 330 N 1731. 1455, E 1070. 1716 POINT 2929 N 2111 . 1455, E 1605.6396 POINT 1127 N 1284.6214 E 1281 . 3306 u" POINT 2424 N 1750.1455, E 1511 .7415 POINT 1093 N 1874. 1895, E 1890.8285 polwr M09 U 19273043 E ZZI-S-0OZ4 POINT 2426 N 2060.5008, F 1506.7415 POINT 1092 N 188 1 . 1770, E 1876.5685 POINT 1129 N 12POINT 1129 N 1264.5936, E 1278. 3307 84.5658, E 1275. 3309 J ���T 1'711 u I�zz.4z�►s t Do9�1•bto7 POINT 2427 N 2075.1455, E 1521. 1861 S.W. SOFTBALL FIELD FENCE POINT 2400 N 2050. 1455, E 1531 .7415 SOCCER FIELDS POINT 1130 N 1900.!5651 , E 1194. 1825 POINT 548 N 1x42 .01$9, E 1854. 4477 V ❑ u 171c.. zo68 IE x.406�b POINT 2429 N 2070.1455, E 1931.7415 POINT 2624 N 2530. 3126, F 1371 .5743 POINT 549 N 1831 .7210, E 1870. 4150 POINT a40 N 1654. 1455, E 1328.5208 POINT 1131 N 1299.8138, E 1194. 1360 F�iN7 191¢ u 1109- 8b'I E tom-7104 POINT 2626 N 2219.9572, F. 1316.5741 POINT 560 N 1827.5191 , E 1867.7050 POINT 981 N 1654. 1455, E 1523.5208 POINT 1132 N 1283.7145, E 1194. 3344 y Pot►iT 1911, 1-1 1745.91177 E 1166.40337 2627 N 2205.3126, F 1161 .9297 POINT 561 N 1825.0609, E 1872.0590 POINT 882 N 1324. 1455, E 1523.5208 POINT 1133 N 1283.7367, E 1191 . 3346 X Foi ]T 913 1717, 066 E ?411.40617 POINT POINT 559 N 1812.8622, E 1$65 . 1718 POINT $83 N 1324. 1455, E 1326.5208 POINT 1134 N 1283.7589, E 1133. 3346 LJ1J Q � N � POINT 2629 N 2210.3126, E 1051.5743 FOtuI 10119 u 17t3• Ti7O& E ZWAI•SA4•s POINT 553 N 1786. 3136, E 1912. 1949 POINT 884 N1324. 1455, E 1268.5208 POINT 1135 N 1299.7572, E 1107. 1892 P�u�l 147 U 173o•�>•v E 2"4. 568,0 MANT. YARD BLG. 'A' POIyT 552 N 1800. 2463, E 1920.0611 POINT $85 N 1324. 1455, E 1073.5208 POINT 239 N 1299.0070, E 1107. 1897 POINT 240 N 1283.0077, E 1107.338181 Z z Nv1N1 IU40 N 2571 . 3619, E 1048 .5635 POINT 551 N 1798.7714, E 1922.6735 POINT 886 N 1654. 1455, E 1073.5208 POINT 1051 N 2551 .7879, E 1062 . 4508 POINT 550 N 1800.9264, E 1924. 7606 POINT 1087 N 1654. 1455, E 1268.5205 POINT 241 N 1272.9793, E 1104. 3382 6' POINT 1049 N 2604. 251 1 , E 1136 . 3971 CENTRAL ISLAND PKG. LOT POINT 558 N 1793.7432, E 1917.8035 POINT 242 N 1279.9000, E 1104.940 O z 15 POINT 1045 N 2623. 8251 , E 1122. 098 POINT 354 N 1779. 2266, E 1171 . 3292 POINT 557 N 1?90.0510, E 1927.0969 POINT 1207 N 1218.0083, E 1104.9408 MANT. YARD BLG. 'B' POINT 355 N 1782. 2266, E 1171 .3292 POINT ISS N 1275.0640, E 1060.7443 0 POINT 1020 N 2565.5367, E 1011 .5464 POINT 356 N 1782. 2838, E 1168 . 3297 EAST SULLPEN U V POINT 357 N 1798. 2872, E 1168.3320 POINT 910 2248.7296, E 1818.7383 0 POINT 1023 N 2612. 2032, E 1011 .6819 N POINT 358 N 1799. 3156, E 1114. 3418 T.C. WEST & NORTH OF SOCCER FIELDS POINT 922 N 2202.9455, E 1.724.7068 QST SOUTH C/') V O_ NT YARD BLG. 'C' POINT 359 N 1783. 3122, E 1114.3395 POINT 155 N 1275. 0640, E 1080.7443 POINT 923 N 2259.0739. E 1908. 1417 POINT 1215 N 1286. 2'532, E 1559.0204 T.C. LOCATIONS FARKING LGT "~" POINT 1025 N 2656 . 2614, E 1069. 4918 T POINT 1027 N 240540. 44939 E: 1111 .4914 PONT 360 N 1783. 3693, E 1111 . 3401 POINT 156 N 1288 .8735, E 1074.8879 POINT 991 N 2208 .7430, E 1913.9653 POINT 1216 N 1286. 2532, E 1577.6874 �" W POINT 1072 N 2505.5950, E 1198.6748 POINT 361 N 1780. 3693, E 1111 .3396 POINT 157 N 1283.0272, E 1061 .0741 POINT 1217 N 1326.9199, 0.8250 POINT 362 N 1797.8172, E 1111 .6720 POINT 1161 N 1376.5680. E 1232 .0948 E 1577.6874 O POINT 1073 N 2519. 3417, E 119 SOUTHWEST SOFTBALL FELD POINT 1218 N 1326 .9199, E 1559.0208 = z POINT 1074 N 2520.9051 , E 1193.5628 POINT 1667 N 1797.8679, E 1094. 2210 POINT 150 N 1377. 2650, E 1042.0958 POINT 2500 N 2108 . 3126, F. 1409.7415 RESTROOM NORTH (APPITIVE BID ALTer-OATE :I� IS� V POINT 1075 N 2522. 4154, E 1196. 3303 POINT 363 N 1800.5496, E 1094. 2288 POINT 159 N 165512239, E 1042.9030 ■ POINT 1076 N 2508.5:98, E 1203.9135 STADIUM PARKWAY T.G. POINT 364 N 1800. 4925, E 1097. 2282 POINT 160 N 1655. 1455, E 1069.9029 POINT 2501 N 1808. 3126, F. 1409. 7415 POINT 1220 N 2119. 2570, E 2067.9736 1352.3935 POINT 365 N 1803. 49:9, E 1097.2854 POINT 161 N 1682. 1455, POINT 2'302 N 2105. 3126, F. 1104. 741gs POINT 1221 N 2119. 1511 , Z C/J POINT 53 N 2235.5253, E E 1069.9029 E 2108.6402 P POINT 1077 N 2537.6775, E 1279. 2383 PC:N_ :e7 N 2304.0719, E 1992. 36'17 T . POINT 1222 N 2100. 4845, E 2108.5916 POINT 366 N 1803. 1863, E 1113. 3330 POINT 162 N 1682. 1455, E 1531 .7415 POINT 1219 N 2100.5904, T 2553.0573, E 1275. 4892 POINT 186 N 2291 . 1943, E 1977.0582 POINT 367 N 1857. 1860, E 1113.4898 POINT 2400 N 2050. 1455, E 1531 .7415 SOUTHEAST SOFTBALL FIELD E 2067.9250 DG W POINT 1078 N POINT 1079 N 2553.8040, E 1278 .5523 POINT 185 N 2277.5560, E 1991 .6887 POINT 368 N 1857. 4917, E 1097. 4422 POINT 163 N 1682.7499, E 1552.9244 POINT 2400 N 20650. 145wi, F 1531 .7415 PROJECT BOUNDARY POINT 1080 N 2554. 4914, E 1281 .6293 POINT 184 N 2104.7852, E 2177 .0583 POINT 369 N 1860. 4912, E 1097. 4993 POINT 164 N 1667.7745, E 1553.6838 POINT 2401 N 20ri0. 145S, F. 1471 .7415 POINT 9 N 2668.5268, F. 2246. 1402 0 POINT1081 N 2539.0422, E 1285.0810 POINT 183 N 2189.9627, E 1938 . 4014 POINT 370 N 1860. 4999, E 1094. 4993 POINT 165 N 1669.6874, E 1568.5613 POINT 2402. N 171SO. 145ri, F. 1511 . 7415p POINT 9 N 2662 .9721 , f. 1004.3293 O J POINT (53)[4 N 2235.5253, E 1352.8935 POINT 323 N 2145 . 1978, E 1922 . 4246 POINT 371 N 1891 . 1518, E 1094.5883 POINT 22 N 1050. 0035, E 1000. 1452 z POINT S2 N 2546.5222, E 1351 .50:8 POINT 322 N 2060. 2801 , E 1892. 1172 POINT 372 N 1891 . 1228, E 1104.5883 POINT 30 N 1058.6585, E 1933. 3293 }- W 1 POINT 321 N 2077.0869, E 1845.0265 POINT 1669 N 1896,6041 , E 1112.9522 NORTH T.C. PKQ, LOT *C0 STADNIM BULONG POINT 29 N 1676. 2'562, E 1935. 0300 POINT 51 N 2546.5895, E 1366.53: POINT 2008 N 2.170. 1444, F. 1471 .CI'AA POINT 13 N 1678.2774, E 2210.3895 Q _ • POINT SO N 2562. 4358, E 1366. 4602 POINT 320 N 2041 . 4345, E 1880.0822 POINT 373 N 1897.9323, E 1112. 1473 POINT 166 N 1673. 1476, E 1594. 3303 POINT 49 N 2562. 4492, E 1369. 4602 POINT 39 N 2005 .7820, E 1915. 1379 POINT 374 N 1896. 1879, E 1109.6371 POINT 167 N 1675.0615, E 1609. 2079 POINT N F POINT 1543 N 1791 .068 E 2234. 912 Q .5888 E 1868.0472 1 . 2623 89.7515 E 1606. 1739 POINT N POINT 1942 N 1991 .0680, E 2238.9129 V ~ POINT 48 N 2565 . 4320, E 1369.7806 POINT 318 N 2022 POINT 375 N 1893.6656, E 111 POINT 168 N 16 POINT 68 N 2529.6379, E 1365. 9357 POINT 317 N 1940.5649, E 1838 .7726 POINT 376 N 1885. 4936. E 109e.5719 POINT 2400 N 2050. 1455, E 1531 .7415 POINT � POINT 110 N 2021 . 1762, E 2235.9913 POINT 1004 N 2559.9767, E 1385 . 3151 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 383 N 2092.3126, E 1419.7415 POINT 169 N 1787 .6500, E 1789.6564 POINT 109 N 2021 . 1841 , E 2235.9913 W POINT 1003 N 2603.7994, E 1413. 3075 POINT 1644 N 1896.7866, E 1819. 4187 POINT 377 N 1782:9232, E 1195.6830 POINT 170 N 1773. 3839, E 1703.6735 TOT LOT RADIUS PONT POINT 107 N 2241 . 1753, E 2236.5641 ~ POINT 1002 N 2655.7989, E 1413.0748 POINT 1643 N 1873. 2653, E 1863.53 POINT 378 N 1795.9457, E 1204.9586 POINT 171 N 1787. 3956, E 1817.9448 POINT 107 N 2241 . 1759, E 2239.'5611 POINT 1001 N 2655.5211 , E 1351 .0140 POINT 1642 N 1878. 2925, E 1813.7921 POINT 379 N 1794. 2052, E 1207 . 4021 POINT 1904 N 2012. 2843, E 2046.9996 POINT 3227 N 2162.9923, E 1803. 4916 POINT 1539 N 2619. 9218, E 2240.5501 U 'OINT 1060 N 2639. 9767 , F 1156 . 3492 POINT 1641 N 1883. 3196, E 1764.0454 POINT 380 N 1796 .6487, E 1209. 1426 POINT 516 N 1732. 2326, E 1890. 1173 POINT 1529 N 2619. 3517, E 2459.5191 PART=mA < POINT 1064 N 2638 .8894, E 1235.8574 POINT 1640 N 1854. 1543, E 1804.6580 POINT 1601 N 1787. 3874, E 1222. 1448 POINT 517 N 1719. 1461 , E 1882.7864 SOUTH DECORATIVE CONCRETE CONCOURSE POINT 1540 N 2667 . 990!, F 2246 . 0167 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 381 N 1773.3149, E 1219. 2440 POINT 518 N 1713.6078, E 1896 .7265 POINT 3636 N 2001.0168, F. 1470. 7415 POINT 1527 N 2710. 3927, E 2059.7.851 POINT 1065 N 2650. 3496, E 1239 .6644 P POINT 1066 N 2638 . 4934. t: 1233. 1155 POINT 1639 N 1812. 3762, E 1769. 1478 POINT 382 N 1778. 3158, E 1219. 1489 POINT 650 N 1709.7163, E 1895. 1$04 POINT 9734 N 1757. 3723, E 1470. 7415 ? • POINT 1638 N 1847.7585, E 1733.8195 Q DINT 6919 N 1772.28!7 E 2210.6342 P POINT 649 N 1715.6238, E 1880. 3110 � POINT 1637 N 1799. 4720, E 1746 .7968 POINT 648 N 1700.3566, E 1875.5245 REVISIONS FOR CITY USE otrLr Lv POINT 1636 N 1751 . 1855, E 1759.7742 WEST DECORATIVE CONCRETE CONCOURSE POINT 647 N 1703. 2192 E 1876. 4219 F 10'50.5959 DATE DESCRIPTION APPROVED INITIAL DATE z POINT 1635 N 1790.9403, E 1729.4507 NORTHEAST T.C. PKC. LOT �' POINT 4012 N 2169 • 31 26, 0 z PARKWAY POINT 2400 N 2050. 1455. E 1531 .7415 POINT 309 N 1729. 1455, E 1423.7415 POINT 646 N 1704.6911 , E 1873.x078 POINT 3836 N 2169.1126, F. 130'5. 4457 N z STADIUM ARKWAY !SLANG At ROCH. ENTRANCE POINT 353 N 1751 . 1455 E 1423.7{IS POINT 634 N 1718.6330. E 1881 . 6579 z-7-� ,�Ev,sED Pf+c .. :�. tv[ A11 oc1Z[. n�)11 STREET POINT 316 N 1725.7560, E 1564. 1140 POINT 352 N 1751 . 1455, E 1399.7415 POINT 1904 N 2012 . 2843, it 2046 . ° SOUTHERLY MULTH "POSE FIELD ATER/SEWE �. POINT J8tl N 2334. 9 '76, E 2220.8082 POINT 3:5 N 1676 .0039, E 1569.079103 GRD. t DRAIN POINT 34 N 2038 .9786, E '220.0376 POINT 314 N 1720.0747, E 1545. 4620 POINT 351 N 1775. 1455, E 1399.7415 POINT 635 N 1766 . 4338 E 1816 . 0 POINT 410 N 1145.6964, E 1613.5293 POINT 350 N 1775 . 1455, E 1300. 1335 POINT 636 N 1754.9380, E 1805. 7300 POINT 496 N 1455.6830, E 1610.6543 TRAFFIC POINT 196 N 2293. 1778, E 2068 . 3840 POINT 313 N 1764. 1455, E 1521 .8450 POINT 349 N 1780. 1455, E 1300. 1335 POINT 637 N 1756.9899, E 1e03.5414 POINT 862 N 1123.5725, E 1923.7479 FINAL CHECK POINT 195 N 2296 .6129, E 2066 . 3346 POINT 312 N 1714. 1455, E 1521 .8450 POINT 348 N 1782 .0040, E 1295. 49:7 POINT 638 N 1754. 9667, E 180: . 3262 R/w ❑ POINT 194 N 2300. 0480, E 2064. 2853 POINT 311 N 1714. 1455, , E 1438.7415 POINT 347 N 1795 . 2418, E 1300.79'2 POINT 639 N 1766.6023, E 1790.6995 POINT 34 N 2038 . 9786, E 2220.0376 POINT 310 N 1729. 1455, E 1438.7115 1 POINT 383 N 2092 . 3126 E 1419.74 S POINT 2400 N 2050. 1455, E 1531 .7415 AS CONST. POINT 192 N 2342 . 8129, E 2209.9990 PCINT 309 N 1729. 1455, E 1423.7415 PONT 346 N 2001 .7854, E 1112.8134 PONT 1082 N 1723. 30:2, E 1733. 3075 WEST & SOUTH T.C. PARKING LOT OD' POINT 191 N 2312.8292, E 2210.9897 POINT 345 N 1997_6388, E 1098.7546 POINT 1083 N 1709.7849, E 1741 .6431 POINT 153 N 1251 . 1275, E 1090.7994 THESE PLANS WERE PREPARED BY: FOR PRIVATE usE � � w POINT 190 N 2340.7719, E 2221 .9079 STADIUM PARKWAY AT ROCH. ENTRANCE E 1097 .9059 POINT 1084 N 1708 . 1450, E 1738 .9839 ^^r^ F POINT 344 N 2000.5163, _ T POINT 1207 N 1218 .0083, L 1104.9408 NT 8 7 . 77 1 v T 085 N 1706 .5468, E 1736 . 2995 POI 1 9 N 233 9 6, E 2220 8 6 FN; �. t =:; F . .,565 000.5250, E 1094.9060 POINT 1 POINT 1208 N 1253.9411 , E 1104.6072 DER8ISH, GUERRA i ASSOCIATES INITIAL DATE POINT 343 N 2 PONT 633 N 233"3.69::4, E 2027.5565 ppINT 342 N 2128 . 3691 , E 1095. 2772 POINT 1086 N 1720. 1918, E 1728 . 1761 POINT 200 N 1254. 2222, E 1130.6061 8331 UTICA AVE SUITE Iso RANCHO CtJGA. CA. $1730 C 1 Q POINT 134 N 2316 . 9454, E 2038. 4929 N 2128 . 473', E 1059. 2774 POINT 2400 N 2050. 1455, E 1531 .7415 (7141f�7-4301 DRAWN ,I•G, iG/ht O W POINT 341 POINT 201 N 1251 . 2223, E 1130.6339 CHECKED l0/j)1 :_v POINT 34 N 2038 .9786, E 2220.0376 POINT 1087 N 1692.5393, E 1671 .6479 POINT 202 N 1248. 2225, E 1130.6617 NAME *AAA- DATE II • NORTH ROADWAY ENTRANCE POINT 103 N 2370.9773, E 2219.0927 POINT 1088 N 1677.7508, E 1677. 4336 POINT 203 N 1248.0741 , E l l 14.6624 W POINT 102 N 2405.9772, E 2218 .9930 POINT 1089 N 1676 .6125, E 1674.5242 POINT 204 N 1176.0772, E 1115. 3302 R.CE. NO. 224 DANIEL E. WJE R POINT 101 N 2405.8860, E 2253. 9929 POINT 1090 N 1675.5199, E 1671 .5974 POINT 205 N 1176. 2256, E 1131 . 3295 E POINT 832 N 2333.6904, E 2007.5565 WEST T.C. PARKING LOT "F` a 91 N 1690. 3970, E 1666 .0434 N 1 173. 2257, E 1 1 31 . 3573 CITY OF RANCHO CUCAMONGA O ' POINT 833 N 2333.6904, E 2027.5565 POINT 100 N 26 .9.8854, £ 2254.550. POINT 10 R POINT 206 POINT 734 N 2316 . 9454, E 2038. 4929 POINT 1529 N 2619. 3517, E 2459.5494 WEST T.C. vIOT ORY GR:�'E POINT 2400 N 2050. 145, E 153: . 7415 POINT 20"1 NJ 1173. 2535, E 1134. 3572 POINT 1528 N 2664.8722, E 2259.6672 POINT 1073. 1383 POINT 640 N 1673. 2925, E 1605 . 4832 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION �= `- POINT 34 N 2038.9786, E 2220.0376 POINT 1527 N 2710. 3927, E 2059.7851 POINT ij 1072.9807 POINT 641 N 1657.5903, E 1608 .5558 POINT 208 N 1081 . 2575, E 1135. 2104 • POINT' 103 N 2370.9773, E 2219.0927 POINT 209 N 1081 . 3781 , E: 1148. 2098 PROJECT NAME POINT 1526 N 2709.8590, E 2264.7844 POINT 141 �, . , _., 1, - 796.9926 POINT 642 N 1657 .0142, E 1605.6116 2 RANCHO CUCAMONGA SPORTS COMPLEX POINT 102 N 2405.9772, E 2218.9930 T 5 POINT 147 N 1193. 8/51 , h: 1051 .0874 POINT IO N 1078. 3782, E: 1140. 2377 POIN 1525 N 2729. 8590, E 2264.8364 POINT 643 N 1654.0142, E 1605 .6221 POINT 211 N 1078 . 4060, E: 1151 . 2375 O JOINT 101 N 2405.8860, E 2253.9929 POINT IOJ N 2619.9854, E 2254.5501 POINT 148 N 1238 . 3368, E' 1032 . 2335 POINT 644 N 1664.0141 , E 1605 .5871 , ,��•� ^•.., � POINT 100 N .2619.8854, E 2254.5501 POINT 1529 N 2619. 35:7, E 2459. 5494 POINT 1160 N 1347 .6567, E 1290.0108 POINT 645 N 1662 .7389, E 1595.6688 POINT _ 13 N 1062 . 4037, E 1151 . 3759 8 ,�'• = SHEET TITLE POINT 1529 N 2619. 3517, E 2459.5494 1 , `� POINT 213 N 1064 . 2460, E 1349. 3774 _- ■ POINT 1529 N 2664.8722, E 2259.6672 POINT 149 N 1 "348 . 4698, F 1010.0120 EAST CONCESSION SULDING i�e,J,�e 5� Altl:rMlrs1• 91k POINT 214 N 1080. 242 3. E 1349. 2290 COORDINATE SHEET POINT 1528 N 2664.8722, E 2259.6672 POINT 1527 N 2710. 3927, E 2059.7851 POINT 41 N 2169 . 1811 , E 1012. 3954 POINT 2359 N 2211 .5104, h' 1-7C4 . `)421 POINT 215 N 1080. 2701 , E: 1352. 2289 c < POINT 1527 N 2710. 3927, E 2059.7851 PO:N'" ' ` ''E K °709 .e59C, E 2264.7844 POINT 58 N 2298 . 0290, K 1012 . 7696 POINT 2360 N 2216 . 4182, F 17'38 . 3157 POINT 216 N 1083. 2700, E: 1352 . 2011 APPROVED POINT h9 N 2297 . 1114, E: 1324 .7682 , 2 91 . "S'R, f Ifl01 . 1.245 APP 0 ED 15 1 29. 2`92 , E 2264. 7344 - ,�� N 'L S , F� ,; r 2264.8364 1 01 NIT . 3h l N I POINT 21 7 N 1083. 4184, F: 1 368. 2004 POINT 127 N 2402 . 7333, h: 1030.9428 POINT '358 N '1187 . 3449, E 1767 . 4535 - _ POINT 218 N 1250. 4112, E 1366.6516 PAINT 128 N 2409 . 4182 , E 1012 .0930 POINT 219 N 1250. 2626, E 1350.6523 POI N1' 119 N 2409. 3601 , E: 1032 .0930 NORTH CONCESSION BUILDING �oa.i,� A a��n��c 9� , DATE . uNi Y E ES MANAGER DAT W _ CI ENGINEER � (n POINT 299 N 2412 . 3901 , E 1032. 1017 POINT 2365 N 24E3. 11 �2 , F 1'� 13 . 919t POI NT 220 N 1253. 2b�7 , E 1350.6244 'r. 1448 . '77 ;8 I'l1INT 2Gl N 1256. 2b26, E 1350.5966 , ' APPROVED i /I POINT 291 N 2412 . 4153, E 1013. 1018 POINT Z^362 N 2466 . 0:41), t �� POINT 222 N 125"7 . 3477, E 1467 .5916 , a, .�'" ' T INS FICIAL SHEET 1Z o+< A. 1« , POINT 2363 N 2499.7996, E 1492.6817 �. '' I+f< DATE- 4. Il.D No POINT 19tl N 2529. 4148, E: 1013. 4415 1'O1N'P 221 N 1252 . 3479 E 1467.6374 �/i soon POINT l � / N 25'29. 3596, F 1032. 4414 POINT 2364 N 2496 .8879, E 1517 .8471 POINT 2"24 N 1252. 3943, E 1472.6377 3 APPROVED DRAWING No. V POINT 2153 N 2546 . 142`x , F 1032 . 4902 DATE ITY PLANNER 1 2 RIVERSIDE ■LUE►R,NT RIVERSIDE CALIF DATE BISHOP GRAPHICS1ACCU►RESS REOPOER NO ASsm i I ry n • , iMc., 3a,.: Ll NV 00 I I MO 1, `^J • Q 1 I x ❑ 1 0 �-y1 � J 01 1 1le at Z311z:1 I 1 E 28 -- Its " I I-T I T I T I I I I I I T W 1! W 1902 0-24.00* 'o a Q PARKING LOT "B" o-..•16.16' `C -L 79 L-3a.fr 190 1, ' j / 170�• Op, Its W PARKING LOT E r• '24 2�0 s.so• II � •� :::. °,t'•tO' ° N89' 4'460E I ?-900-8 �l► . e9 © I '� I,op JACK BENNY o DR- °SEE SHEET olam/ 1JlC $ NKO0 - Nrip C Np 11t _ � oo 0U 89' 4'44' W EAST 37 Ifll 1 Q 504.71' - r PA C 121 - - - - - - - - � - - - - - - - ---- s1 at �• °A � rC-4 � 321 c 113 If 14 114 Ifl3 0 � 7s a 06 P MG n h UIN STADIUM PA KWAY Sla + a 0 t 38 I 2`6 Op' Nt\ }° � FP. 94 �p� Ma!'34'46" c Q xo R,. as U i 167 • y0"� 601 �+ .011 -` I 166 ..t8� + o. C-.'S - - --------- O V c o. . \5 41 IN'34.4610E 363.01 Al /�\ 'n I 30.62' ~' u r g �3G.74S lis 64 Rt. °5 -� W S I8!! 1 < w � � 9 O o -- -- R (n 0n i 833 C! n 18.2x 401 G el c� 419 !.n 3 - p N L4'13 _- on DATA SCHEDULE ❑ m I ~ 8417 • Q8<, 1`iV1 - -�_ * i4! G•.2 Np mor 1 43! NO. RADIUS DELTA/@PG. LENGTH TANGENT Z 0> 0 7s 3.00• 101.50.30- 5.34- 3.70• NOTE: 0 ' •fo3 q N o� 425 '�~ a 76 REFER TO "PLANTER DIMENSION PLAN" ° o� + SHEETOOFFOR NG FOR DIMENS ONS 4 COORD. b n.0 16.00' 83.44.22' 23.94' 14.98' z 1 o r 77 15.00' 02`2437" 21.08' 13.13• I �- o �_ °fr POINT DESCRIPTIONS. i 1 6.00' $> a- SEE PLANTER LABELS FOR CROSS REF. a <F 7 e 321.00' 10'10'07" 11.15' 48.N' LL 195.00' x7.00' 115.000 ( EAST 1 VARI S 79 20.00' 90.01'10" 31.42' 20.01• • 1, 9' 6.0' 6.0 VARIES 9.00' 2+•�' 24.00 PAR OT "C" = N ao 3".00' 32`4938- 210.04• 100.40• 19.00' 19.00' O ' 19.00' 19.00' K.50' 91 15.00• 85.39'27- 22.43• 13.90' 1 19.00' 19.00' 24.00' 10.00' 82.52'24' 14.46' 8.83' �1J Il.00IL > ' 19.00' 9.00' •2 • SOCCER FIELD SOCCER FIELD o • s 429 461 Il.00' 19.00' 63 3.00' 100.52.17" 5.28' 3.63• Q1 i ° o c _ 64 384.00' 09'24'00" 63.00' 31.37' Q u1 c r 7 ' oo n oo nm z. - •a 3.12' 180.53'43" 780' Q� o o- z C-T 474 I c a as 304.00' 09'24'00" $3.00' 31.57' � - p �4 o- cJ N00'09 280E C-8 - L 31.10' W 16.00• 87 wll•o4.1rw It.00• Z 446 se 384.00' 10'4435" 72.00' 34.11' U 406 ' a ' " e9 3.00' 94'20'29' 4.94' 3.24' I 0 01 W -9 o- 90 337.00' 13 46'17" 81.00' 40.70' /� J 4716 $ N29'22'S5"E It.00' o • ti cls N I .,. (, ❑ 0 92 50.00' 28.54'47' 26.10' 13.36' � X ` I � - O • ��31 OVERFLOW Z 0 • I ► 1 C-) 0 93 50.00' 22.17'29" 19.45' 9.65' 0 G_ 326.00' 31.38'09' 180.00' 92.36' V �4�r Y . 9s 50.00• 22.29.13" 19.62• 9.94' Lai_ \\ , • sc 50.00• 28.11.11" 24.60' 12.85' t1 0 F �� 0 b 97 15.00' !0'02'31" 2367' 15.01' �� UJ s •qp. co + K � o- s 1 0 � F4 ;►m r ate' (HINIIIMINIiININNi � , I j e a 98 15.00' 90'00'00' 23.36• 15.00' V V VARIES 2s.o awwllNwMIINIwIwI • I � Q��� I 99 3.00 !72!'04" 5.10' 3.42' , Ln V o 6.00' '�. 50.00' 23.5031" 22.55' 11.47. ♦_ 16.03' 27.00 27.00 19.00'. 124.00' 15.00 19.00 24.00' 19.00• 19.00' o < " $ 101 3.00' 90.00'00" 4.71' 3.00• I 01 0 < v � z • r�, o� lot 327.00• 15.1739" 287.04' 183.51' 0 (' � 121• W a 88� d8 • `� 882 • 1a�� 1zn i pooh �O1 los 3.00' I4.41- 0 V • b N R,° & 1130'31- 5.84' 4.41' - Z cn a o I - ® 104 27.00• 90.09.59" 42.4S' 107 r }x� ^ o o I o o bI 27.08' N O � W sA c b0' i ry+ $ c.SO' N r- O r rfi' N a b 1•s 15.00' 88'26'18' 22.37' 13.88' n 337 00 17 - 91.00' moo 81.00'; N� 0'07 81.00`` a �:: OG ' los •3133" 103.08' 01.95 t No -28-07-E. , 81.00' :1 F- I i ` i t 97 R.P 00 31' 3' W O Its N O' I' S N O • 3 ' S w 11' 03" w N 3• S w IWi p 6 c' 0 C 0 _ W W W '� "' 10' 240.00' 23.06.20' 96.76' 49.0$' 24 16. INA O' 10 la O O O Q of O Z F •I \- 1a 4.00' 180'00'00" 12.57' } W \ u• 9.00' 1.00' ^ 1! < i I i I < < i I E$ ~ • I" PA.C. u seJd b�"i 11 1133 TYP. I I 1125 117 120 TYP. 117 36 Ila � b 1 • a w N, w aI b w i �� 0 IW 81.00• 22.37'12" 33.93' 17.20' R67 r O !I6 I W W U U W L v �( V /(� 143 \ F.C.C. 1Is U 5,11,36" A.P. a Rl R.r. RP IIs 119 30.00' m I w N I w a h M 24.00' 19.00' ��o h2`,+ t R1. a 103 .113 D'1 �•Z �'3 < !tO N 99. 28' 07' E 117.00' a • I di a dl 0 4 < 19.00' �•� 110 70.00' 22`3712' 27.04' 14.00' x": f' \ 220 1 Y i a Ill 302.00' 14.45'47' 77.81• 39.12' NN117 �� I " Y W -�. '29224 ' ARROW ROUTE a 224 z t u r 148 N _- t. - 4.00' 180.00'00" 12.57• \ _ ♦w ` Iso $ I 0 I < us 310.00' 14.48.47' 79.N 40.14' ` 120 16.00' 21.43' 1 0 �, o 0 0 o a �� J J Q I I 4 N W i KI - I CO N 19pO r �(F ` ,�1 1,1` PAOTINNINNA< ,,, I>r �, u 114 78.00 22.37.11- 30.79• 18.60 0 kt' I' N• < = I FUTURE I&WROVEMENTS ' W W W W W <_ z- N T I 8 I O > > >OI I >> > > > Y O t lit11011= PARKING s� - ---_�� _ « = N «I N « a w cW do , • ua 78.00' 22.37.11- 30.78' 15.60 147 I' j a W o 0 i 11• 35.97' 22.26'59' 14.10' 7.14• REVISIONS FOR CITY USE ONLY W ;, x4.00 19.00 11.00 >^ _j + DAT DESCRIPTIONS INITIAL DATE z I P9. 10 12` 11.03 5.64' z 0 or <o u 117 21.(.01' ' 12-7-90 REVISED R/W i SCORED CONCRET is / STREET a r19' Ya' I!' 19' 24• 1!' I9' 24' I!' I9' 2S' I n< >O1 o P" o� u• 3.00' !0'00.00" 4.71' 3.00' -9/ dd.J c v 9' WATER/SEWER Ila :1-• I of 5.00 90'00'00" 7.80' 5.00• 0 S1RcIGT�o u TRAFFIC GRD, & DRAIN O a s' X s' PLANTER TYP. 1.97 22 26 59 24.28 12.30 I c % a Ito 6 " FINAL 131 a /A0/s : r o R/W ❑ or I fi N N 121 N21.40'04"E 4.19' AS CONST. a . a Its P. r <F 127 } g ; ANIMAL N I 32 OVERFLOW P RK INC SPACE AT 9.00' EA. - 2aa-00• 263.00' 15'36'20- 71.63' 36.04' Q .� W o- SHELTER ' 410 ° THESE PLANS WERE PREPARED BY: FOR PRIVATE USE P o °o z 2c3 278 n 1 N e, lts 15.00' 96'28'58' 23.26' 16.80' C -� 1 �I - -� lo.oc� DEREISH GUERRA t ASSOCIATES INITIAL DATE '� Z 17111 la7-43 - o M !" D-(� '�' 12+ 15.00' 91'43 27" 24.02' 15.47' 9331 UTICA AVE. SUITE ISO RANCHO CUCA. CA. 91730 Q QI =r ►- $ 1 • DRAWN J.C. 9/1990 2 0 2-0' 9 g z I 120 279.00' 15'3706" 77.68' 39.09' DESIGN T.E.D. 9/1990 • 0 �wi P'4 "S NOTE: SEE "PLANTER DIM. PLAN" I est NAME DATE II • CHECKED s�rL' 396 is ^•HEET /0 OF/61 FOR TYPICAL I 12c 20.00' 85'28'48' 29.84' 16.48' W_ 397 lie PLANTER DETAIL/ DIMENSIONING. 1 .IM 00.31 a3-w Is.00 9 00' I Iz7 276.00' 22'26'09' 108.14' 54.77' W R.C.E.R.CJ . �� DANIEL E. RR Cly >' CITY OF RANCHO CUCAMONGA "' O TYP. Na9.2a'07'E WOO* 118 �_ 1e 210 RP. 1 ,• 12`• 200.00• 23.00.01- 113.12• 57.34 Q COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 22 c I I9 10 T ]RFL CK - N 00.31.53' w 19.00 I 30 129 320.00' 22'26.5!" 128.38' 63.81' PROJECT.NAME • A. g N 89'29'07- E o 19e.00 .22 T- _ �'� H RANCHO CUCAMONGA SPORTS COMPLEX �_ I �. • ' 1 i - - - - - - W SHEET TITLE 0 = SOUTH 1/3 OF DIMENSI N PLANS PI (+ �� qo 15.00' 90'00'00" 23.56' I5.00' V c C/� 1 13, 298.00 ?2'26'59- 116.76' 59.14' 0' APPR VE L" Q 1 z Q 31 1 I 136 n 1 32 300.00' 23'08.51" 121.20' 61.44' 1 137.43 _ _ - - - - - - 1 - 11 99.28'07" E _ 343.10' I: Ei - - - - - - - - - - - - - - - OrW07•E M. DATE MMUNIT ICES MANAGER - = CD 170 I-op ISO•♦"1'♦1• 0.411 ' APPROVED ® 2 R 0 U E DATE - 'au OFFICIAL SHEET OF �_ A RROW wn )06 No. APPROVE DATE /r CITY PLANNER DUWIN� NO. /�3l RIVERSIDE •IUEPRINT - RIVERSIDE, CALIF �'�'T s�ia�"f �. �4•f � *7_3 1 3 BISHOP GRAPHICS/ACCUPRESS DATE REORDER NO AMM ANS /-1 �l N 00 I 0 Q I x ! ❑ I i I U v I I I I I I I I I I I I I I I I I I I I I I I I Ikj1 0 'P N .-. Q 125 WW I I T I TIT I IT IT I I' , u O �6 /' W 6 ✓ I R"24.00' o PARKING L 0 T "B" o;s;;:'i" 79 `aO• 19� ' cc 1 � ' '170 .C. •30 X543 1 �-• w Lu PARKING LOT "E" ` o. 6.50• /�G Q 114 2s Op. i '' Is ,•' t0• N89' 4'46' 179.29 N14 O o SEE SHEET - e0 6� °� li 12a 122 w � . / .ti gyp. e9 " ? 0 190o JACK i� BENNY o DR. ,. so2 n N / ? _ 7% N, 91 P.GG 19 9c 10! 820 �' O j I '80 th 111 1918 110 4 " W 119.2 z _ ' W r AA 90 aD O - • - • - . - - • - - - '' •396 !1 e N 89' 4'4- 119. 9 - - j 0_ 118 90 08 -^ f`, 1c _ EAST _ - - - - - - - _ - 05 1911 0 1 504.71• _ !I 168 5 C-4 7s , 521 C Ila 1914 114 1913 00 8 0 38 STADIUM PARKWAY _ 4 `°eA O6 '`` P"•G n V I xc.op �s\ s4 �Y 7c al9 _ IF - 8A ,AE° t0 Rl. a Nig- 4.46"E i 0 I 0 601 U 1 I � e 16.00 s 6 M 7 e 20.08 •2 e- C-JR v In I I n o b c N07'193t"W ' 165 64 RP \5 • 41 NW34•46'E 353.08 ►�\ n\ 30.62' p, .� 30.74' 9 45 C-3 oor ----- \06 ` 103 29 Y /3 v O > R 1'1 O N O 18.21. 401 °-'c 97 >0 449 533 r M Z >` t? _ W 1 • O 442 C-2 N,. N 413 8> eel ` 68c; bbl -P G Z- n DATA SCHEDULE ❑ z NO. RADIUS DELTA/BRG. LENGTH TANGENT I Q Z - 43! o °o 7s 3.00' 101.5830" 3.34' 3.70• NOTE: O to3 428 O1� ° REFER TO "PLANTER DIMENSION PLAN" N r c ari b O1 76 16.00' 83.44'22" 23.94' 14.03' FOR PARKING LOTS A,B. C. D 4 F w IS.00' 82'2437" 21.50' 13.13' POINT DES14EET 10 S 16, FOR D CRIPTIONS. PTIONS.ENSIONS A COORD. N '1 a 6.00 - $d - x y 78 321.00' 16'16.07' 91.15' 4SM' SEE PLANTER LABELS FOR CROSS REF. 1 W 5' 56.0' i6.0 VARIES b 103.00' 1 EAST I j b 27.00' 195.00' 1 EAST I VARIES IF wf 1 79 20.00• 90,01'18' 31.4r 20.01' • 1 24.00 19.00' 19.00' 24.0 19.00' 19.00' PAR OT 38 .00' 3x4935' 210.04' 106.40• t" � s.so• 81 13.00' 85'39'27" 22.43' 13.90' � cD • SOCCER FIELD r 1900,. 19.00' 19 00' 19.00' 24 00' 9.00' 82 10.00' 82'5224' 14.46' 8.83' 1 W • 19.00' 19.00' 24.00* SOCCER FIELD o CID No 429 461 93 3.00' 100.52.17" 3.26' 3.63• fy Z 1 c i o ° 00 84 364.00' 09.24'00" 63.00' 31.37' Q o ` n a 3.12' 180'53'43" 7.86' r 404 C-8 474 es 384.00' 09'24'00" 63.00' 31.57' 1 ,1 31.10' NOO.082i'E 87 NII'04'18'W 16.00' Z 45.00' S' 449 88 384.00' 10.4433' 72.00' 36.11' OC U -9 89 3.00' 94W29' 4.94' 3.24' 0 1 _ W �• `�'''- �.-• 90 01 337.00' 13'46'17" 81.00' 40.70' � .. 409 � I 4!c o � m 91 N29'22'33'E 16.00' Q" V El26.10 f 92 50.00' 29'54.47" ' 13.36' 0 1 }. I I • " ti► 515 N • • /�31 OVERFLOW pARKI o >, a� X o y, z 0 I -�� C-I i 93 50.00' 22'17'29" Il.43' 9.83' ' 0 1 c ) ff w O 94 321.00' 31'38.09" 180.00' 12.36' \ 93 50.00' 22'29'15" 18.62' 9.94' ,T A O _ 96 �++ w so.00• 2x11.11" 24so 12.53. o it < ~ I �,� • + 97 15.00' 90'02'31" 23.37• 15.01' ± - 1 oc G� {ci /p•�I ` W o � � w N � I3 I _ � �ONNIMMIINNNNIMI .Y� 8 1 O Q � 9a- 00' !0'00'00' 23.56' 15.00' VARIES 25.0 I \ r 6MIHNiIMMIMIlMiMflll k z 9s 3.00 9729'04" . n � V V 6.00' \ S V7 (> v ' 6.03 Cb. p SO.00' 28.30.31" 2265' 11.47• j i �� „:; >,. ..��„ ,.r a� f u W 27.00' t7.00 19.00' 24.00' . 19.00' 115.00, 2400' 19.00• 19. CP $ It- �9 �, •_ 901 3.00' !0'00'00" 4.71' 3.00' ° `r� , �� o _ $ ob W los 327.00' 15'1739" 287.04' 183.51' ��° r O r=' _ N •�.'� 8�2 V ■ • • >. l a c7' 1217 b P°o, °i R° 903 a a - 3.00' 111.30'366" 5.04' 4.41' dV r s g 4! o g 0. I Q- Z c! Q +� } wt r > los 27.00• 90'09'39" 42.45• 27.08• Y i W N W O O K 6.50 l M P1 6.30' < N N P .Y N In N p y , r �.^� f f 6.50' r '4 �? "' 0 '� Lo w 106 15.00' 03'25'15" 22.37 13.83' a 1, „� " 1 W h N > .1'. N y.• m 1. d ■ • a, . • _ z_ � .. . .. . ;.: �.��. . Z. ...: ;: N los x r^�, ��:fi eLoo 72.00 el.00 .... •... Ne 807" .'< eLoo�� . r:: .. OC 337.00 173133" 103.00' � , A�Fw . . u.. N89 28 07 E. . 81.00 I. I a 51.95' ��ip qt: 4 4i n f d, Y 44 's. � r 'W � � N 971001 -543- 2 ,M f .i�1" O IZe R P N O' 1' S N 3 ' S W 00 31' S3' W N 3 a W � c o b o b 10- 23'06'20" lC.70' 49.06' � �„ rr � ko' I6. O' .0 K It o 0 0 0 o c 240.00' 7 z s �' O1 w ^ w la 4.00' 180'00'00" 12.37 Its 9.00' 9.00• n i i i < 9 i K } • UB'1°?d b7"E TYP. IIT 36 Ili 1918 I • I 1" I �-1 �t$$/ \ 158 P.R.G. 42* 117 1133 TYP. II 1128 117 120 o ti H N W to w 10! o I 214 W W' W W u �, o� 06.00' 223712" 33.15' !7.20' v� N9 C!) R.P. R.P. R.P. u u U u u tt ll o N I t < <I .[ < .� <I 9 • 1�y' E ` V �- 143 ; \ P.C.C. IIs u „� ,�}" Rl II! 119 m ( a y a « 24.00 Il.00 11.00 no 70.00' 22 37'12" 27.64' 14.00' ' 0•1 �'2 D"3 220 N 89' 28' 07" E 117.00' 30.00' w �J N 133 at 83 I � O 3 y ,w �.p C oto \ X33 225 'E' z '� F v z - a 111 302.00' 14'43'47" 77.81' 39.12' `� i� 148 �"�, 117 224 D.C. i ) at I u �! •?9ZTA m� N Iv I < < K < i < -9 r 114 4.00' 100'00'00" 12.37' ARROW ROUTE _ Z R r x4! 264 277 -- C. - I d t ` wl w W 130 N 89'29'07" 120 I ; 3 3 tl 3 0 0 113 M � 16.00' 21.47 0 . 1- I o � 0 �i o 0 0 :o � � a- 310.00' 14'45'47 79.80' 40.16' � , N LA I s I IK ct ae a 9 r 0 0 19 p0 ���.` ��� t�` PA14TIMMIMMIA < O W > > > t_ zb: FUTINIE NIMIIOVE�NTI � > � > > `� ,� 114 78.00' 22'379 l" 30.79' 15.60' Or �\'�� III, Q O O O of O O YO /I • r..5' �• $ 0 z n •r I „ ; x= ~ • 11a 78.00' 22'37.11" PARK IN - ----... . N 0 N a a _ oW <o ' a 30.79• 13.50' !p - d 10 147 _ a r b ; 110 REVISIONS FOR CITY USE ONLY Cn I I WO OW 33.97• 2:•24'39' 14.10• 7.14• DAT DESCRIPTIONS INITIAL DATE 6` W p x400' 19.00' Il.00' > � '= o�' ¢o u7 21 Ci'1' p'Y 10' 17 11.03' 5.64I ` O z 12-7-90 I REVISED R/W 9 SCORED CONCRET ,s STREET Z 19' 266' 19' 19' 24' I!' 19• 24' 19' 19' xi' I9' > P' w` to u! 3.00' 90'00'00" 4.71' 3.00' _ I o 7-zz-9i dde.l cross v 9 WATER/SEWE Ili '•" I I & 0 ST�IGT TRAFFIC IZ n 111...--- II! 3.00• 90'00'00" 7.83 3.00' o T >tz5' X 5' PLANTER ; f 131 o wy TVP. �_ T------- o O Ito 61.97' 22'26'59" 24.28' 12.30' FINAL CHECK a li olt 1 R/W Q ❑ h21'40'04"E 4.19' J 127 3 N$ $ "~ ANIMAL «; - 1:: As CONST. CA a io ih• m_ ; I 410 32 OVERFLOW PARKING ING SPACES AT 9.00' EA. . x88.00• o O 263.00' 13'36'20" 71.63' 36.04' Q �) W THESE PLANS WERE PREPARED BY: FOR PRIVATE USE SHELTER N ,; �_ 1:3 IS.00 96.28.5•" :3.26• 16.eo• DERBISH GUERRA AS 0 no 1 a0 263 275 ,o I SOCIATES INITIAL DATE IO.Oij � O In w _ Qi o 2 .o' Z 2.0' :'� °b o • 124 15.00' 91'43'27" 24.02' 13.47' YYY ` 8331 UTICA AVE. SUITE ISO RANCHO GUGA. CA. 91730 DRAWN J.C. 9/1990 `� (7141 957-4 o N p" D-s Z I to 128 279.00' 15'57.06" 77.60' 39.09' DESIGN T.E.D. 9/1990 ■ - NOTE: SEE 'PLANTER DIM. PLAN" IO*Ak� a9c o .^•HEFT /0 OF iG FOR TYPICAL I =' NAME DATE LI ! CHECKED IIII: 397 = a PLANTER DETAIL/ DIMENSIONING. I 128 20.00' 85.28'48" 29.84' 10.48' I ••� W 118 9.00' I R.C.E. x9x! DANIEL E. RR ` Q - N 0031'53"W 16.00' TYP. N49'24.07'E 14.00' I b 127 276.00' 22'24'3!' 108.14• 54.77' W, [-' C/D „i „i 215 R.P. I > CITY OF RANCHO CUCAMONCA - O • 1s! 200.00' 23,0•'51' 113.12' 57.34' Q COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ■ 22 '00 (ID-0210 T RF L CK7 N 0031'53' W 14.00' Is! 320.00' 22'26"5!' 123.38' 63.31' t m N 89'28'07" E Ili.00' W PROJECT,NAME '22 -�- - �-- RANCHO CUCAMONGA SPORTS COMPLEX w 1 a _ - - - - W SHEET TITLE 1 d- 1 0 1 = SOUTH 11/3 OF DIMENSI N PLANS � ■ Iso IS.00' 90'00'00" 23.36' 13.00' V � o (� 1'� 0 $1 298.00. L2'26'S9" 116.76' 59.14' O' Q 1 z C 1 131 1 � 31 1 �I APPR VE W 1 134 I ss 300.00' 23'06'51" 121.20' 61.44' J 837.43 - - - - - - _ _ ' r �•p� - DATE MMUNIT ICES MANAGER - W / T ® T �J 11! 1.001 ISO'�"I'♦1" jri31 APPROVED � 2 ROUE A R R 0 W DATE - u1L OFFICIAL ' ,Y SHEET OF �G ,04 No APPROVE .1 M` t�" `I V> DATE ff CITY PLANNER DRAWING No M-3 v RIVERSIDE iLUEPRINT RIVERSIDE, CALIF. '"�T stiwT 1o. i bio/ o BISHOPAPMI SMCCl1PAESS REORDER NO A66M DATE a 1., -O a N 00 w ' 0 CY-) i 0 i 01 I ! i DATA SCHEDULE DATA SCHEDULE DATA SCHEDULE • NO. RADIUS DELTA/MG. LENGTH TANGENT No. RADIUS DELTA/MG. LENGTH TANGENT MD. RADIUS DEMT LTA/M& LENGTH TANG PARKING 103 1 0 �� N o0 18.00• 91'48'!7" 44.04' 18.47' 220 65.00' 31'21'57" 58.27' 31.26' 40 T A c 1!2 i 2O 279.00' 15.87'06" 77.q• 39.09' 1 N21'40'04'E 6.19' 41 326.00' 31'30'09" 180.00' 92.36' 1B9 IRI Ne9'al'o3"w cf I a-20.00' 85'20'49" 29.84' 16.48' 22 35.00/ 92'4434" 56.63' 36.72' 4 50.00' 22'29'13' 18.62' 9.94' 79.00' to pt. 3Y I to3 368.00' 13'12'54" 97.72' 49.18' 23 268.00' 40'07'.52' 225.13' 119.69' 43 50.00' 20'11'11" 24.00' 12.55' `�. ' N PJt.C. 4= +w 33 I 0 104 < to 38.00' 160'3017" 98.08' 22 3.00' 18•'40'25" 8.32' 16.04' Q- 18.00• 90'00'00' 23.56' 16.00' Iso Q P C IBB o 1199 oe 28.00' 10!'!!'33' 47.70' 38.37' 30.00' 23'14'03" 12.17' 6.17' L7 15.00' 90'00.00" 23.56' 13.00' PJt.C. IL y d 0 60 034 • 3.00' ,180'00'00" 9.42' 304.00' 20'33.40" 153.40' 70.42' 4 50.00' 23'30'31" 22.35' 11.47' !iO o { SOFTBALL FIELD 07 384.00' 06.341W 37.3r 18.67' 27 4.00' 160.00'00" 12.57' 4 27.00• 90.09'39" 42.49' 27.08' / r. 1 �- 1 L - - t 3.12' 180'53'43" 9.86• zzB 296.00• 30'38'09" 158.99' 92.00' 2a 27.00' 89'80'01" 42.33' 26.92' sI 1• I I = 384.00' 06'42'82' 46.00' 22.53' 332.00' 32.59'10' 191.14' 98.30' 49 368.00' 03'17'04" 21.09' 10.35' / Y _.- o � Ito 5.00• 86'37'44" 7.66' 4.71• o--20.00, 123.08'87" 42.99' 36.9!' bO IS.00' 88'3!'27" 22.43' 13.90' 186 �Qy / 108 ❑ PJ1I.G. � I to 3.00' 104'30'08' 5.48' 3.80' sl 20.00' 84'04'03" 21.00' 27.72' SI 308.00' 34'48'35" 110.84' 108.40' P� I I st 253.40' 13'2090" 103.24' 52.38' Q O 10.00' 0730'01" 11.80' 0.f!' I is 3 50.00• 26.60'31' 22.85' 11.47' a3 EAST 10.34' , / I N89'51'03'W I� N41'40'04"E 9.83' t 101 / '�^I 3AO' V (� 14 263.00' 16.36'20" 71.63' 30.04' 34 15.00'. 85'37.27" 22.30' 13.90' a 12.00• 74'16'07" 15.55' 9.09• r� �• 0 I I I � 0- _� Ia 18.00' 96.48'68" 26.29' 16.80• sa 310.00• 08'45'13" 47.91' 24.00' as 3.00• 105'43'53" 3.34' 3.96• 7 / �_ w I I I / 50.00' 22'17'29" 19.45' 9.85' sc NORTH 22.00' C ' h + Ic 10.00' 87•!4'40' 1826' 9.86' . / / 7/ $ + I o 37 50.00• 29'54'47" 46.10' 13.36' / v a7 24.00' 90'00'00" 37.70' 24.00' E . o li 3A0 7I 04'05' 3.74' 1.14' o 34 336.00' 09'2197" 54.8!' 27.51' za 5.00' 111'49'17' 9.76' 7.39• J / z G1 IB 3.00' 90'00'00" 4.71' Q\ / I I NC RS a 18.00' 50.00'00" 9837 If.00' �-320.00• 51'44.43" 289.00' 135.19' ,`Q pc 17! Pwc �t $ 19.00 10' I Q U I i SEE SHEET 15 of 1 & ! 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JACK BENNY DRI ------------------ - - - - 32.00' DRIVE � Q N I 33.19' 24 - - - - - - - - - - I - - EAST 93.10' 314 I A�` PARilIBBB-A R.L. MOD. ■ Z 246 - - 1635 ♦c - - 3oi _ 4s - 24 - 312 S4 P --_ 1660 K - 4 �so4. 26.00 311 _2 - b0 w REVISIONS FOR CITY Y STADIUM 13 � I ��,� w o _ _ . _ • ''G l DATE DESCRIPTION APPROVED INITIALDATE O z 24 EAST 461.84' r- �O • I ��� (iPOA•r STREET �- Z WAT R/ W I Icl 4JF0 162 2 PR��N / ;A o 1 1 GRD.&DRAIN ` SOCCER FIELD SOCCER FIELD Q I o TRAFFIC 159 FINAL HK. 21.00' R/W Z ❑ DATA SCHEDULE DATA SCHEDULE I `ase , AS CONST. ftp.• ill d ,,A '�,Y' "�: " n�°� �' v °�`, n 1„�`,4" k r"'"' � G �I " = p - THESE PLANS WERE PREPARED BY: FOR PRIVATE USE Z NO. RADIUS DELTA/9RG. LENGTH TANGENT NO. RADIUS DELTA/MG. LENGTH TANGENT a 3 5.50 �nw ',� J � w �r 60 7a M. 4 � �'� ' ' �' DERBISH GUERRA ASSOCIATES INITIAL DATE O � 3.00' 106'35'59" 4.02' I t 0 < §s y ° ti V a p tt �" ,- ,G r a ' 8331 UTICA AGE. SUITE ISO RANCH COCA. CA. !1730 Q 61 15.00• 90'00'00" 23.36' 15.00' 7c 3.00' 89'04'31" 4.06' 2.081 h � � I � �Y ?� I� �� � ,�,. ,,� I DRAWN J.C. O � 0714! 997-4104 � •/1990 � ■ ,,.� , DESIGN T.E.D. !/ 262 77 3.00' 90'2734" 4.74' 3.02' - NAME GATE �• CHECKED J.G. 9/19!0 - R - W 6s N 99'50'01" W 3.06' 27 300.00' 70'30'47 369.10' 212.03' R.G.F 2 e24 DANIEL E. G C� 0 zs 10.00' 580232' 10.13' 5.55, 79 351.00' 70'4130' 43!.18' 140.14' CITY OF RANCHO CUCAMONGA � � � � COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ss 3.00' 121'57'29" 6.39 5.41' �o - ■ 2cc 3.00' 89'50'01" 4.70' 2.9!' PROJECT NAME W I L_�„ + RANCHO CUCAMONGA SPORTS COMPLEX -� ��/ �-5.00' 143'37'45" 12.71' 16.17' B2 \ \ , Q 3.00' 91'05'28" 4.77' 3.06' Bs SHEET TITLE 69 17.45' 89.04'31" 27.13• 17.17 .. 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RVIcis MANAGER DATE'-' 2 � '�• a APPROVED , ./ s SHEF' /� OF /� ` JOt NO. .-1 DATE s'-•� DIji-DiNG OFFICIAL y , ^, . • r- APPROVED r n .-. t•, +- �.-," � V L_ ` V lJ � ;;,h' /`�` r � � DRAWING NO. / DATE 4 CITY PLANNEP. - DATE I / BISHOP GRAPHICS/ACCUP11E11S RE0110ER NO.Aii2�6 rh ,� J 01 N 00 I 0 ff ! V x t 0 0 0 (Y-)� -wlIOE arnt obcL NIAEUVIOC' CVf1k 1 50 NUIP N`J w t abbe.`.Ai 0 LAT. "T" i ISEE SHT. 3 i !) -�-'_"- ' O�_ _ - - - - - - -�,p� _ _ LAT. "88" ISEE SHT. VJ DR l Y - ----�" LAT. "CC" I Y .� C LAT."S" ISEE =FIT.9 i 101 � 0 dEF 1 I SHT. 3 i 9 I Q W N I I I e.0 LAT. "V I ISEE SHT. 3 i 9160 I I L "U" I I ❑ ISEE 7. 3 1 9 1IT I " I T I " I O r • I N > z I I 8 > O- rn ` o I( {SEE SHT. !I IEEE SFIT. !I tBEE SHT. !1 : ' LAT. -X: LAT. "G" LAT. "F" `= I I P y 1 - LAT. "D" �' • N I Q ;I' • ei IiEE SHT. !1 • ] I //UVJ\\ D " O , _c " LAT. D I I 1 L ISEE SHT. !l 00 ol -- ---- I I LAT. "O" LAT. "K • IeEE T. !1 ISEE SHT.9� LA "A ISEE SHT.I V� k J-1 N I c I LAT. 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"W" w (EENE ..C)" LAT. -HH- (SEE T y -------- WEE �— _ ISEE SHT/OJ KkM Q�pEESSi% p� N / O gr m \•\ \ � M.: 29221/ ar"o C/7 \ aF 4c LV- LLJ �r ,O \ r�'r clvi� �`'I Z _ Q I` BIZ r �� fyrz y` D I N fn _ .9 y — s PART—A i �N m �s ® IlI�1�3 cau mma W 'JPiiSa1� _ V 1i z Q --- - / c/) i g rn Z ___ �_ IL i z-7-♦o CNAN/si� aree�rav qc A^C)W AWOW p?l �•i)-�p � w i o Ns� CITY OF RANCHO CUCAMONGA d < - I m - LAT T. "Y" SPORTS COMPLEX STORM DRAIN + ISEE SHT,i0f = O { INDEX SHEET si.3o 1 •08'S7'E 1= TT FF71T TT TTF-17 -I I I T_ o 7 FFIT 7 TT IT FF1 C U !14.94 W 06 57'E 220.00 c 0e'570E 378.75 j � No0'08'S7•E 5�i.99 _ _ _ _ _ _ _ — — — — — - - - - APPROVED BY: DATE - 40 � i I - - CITY ENGINEER R.C.E. NO. Cf) �.rwr s.�r-r�o � I � • J 666 90 �� cEs1cN DERBISH.GUERRA i ASSOCIATES RECOMMENDED Q �— - — - — - - - - - - - - ---- - ND0'08'57'E !656.75 - 659.85 330.00 - _y CIVIL ENGINEERS '" �_ HDRAWN 8331 UTICA AVENUE SUITE 180 SHEET C C H E S T E H A V E N U E R.C. . CA. !1730 17141 !87.4308 >~ A— oI< o JR CHECKED Do>A.ol G r DRAWING No. 108 NO. R.0 . No. 29tt4 EX Det• 7/ Dot• 11 0 —D *1"T go.'LL� •� ?�3 m 4 /. o 61SHOP GRAPHICSIACCUPRESS REORDER NO ASSES — DATE G �I k f .: c,i -0 N 00 0 16 M A X 0 i �- 0 ^(y') 1� - O k dL Q C 0 .Y W W 1 w O 0 7 L 1^` O ('V•jT" N C M C6- 0 0 0 C Y tt O �7 0 1 �s� ;�' / N Q d/ ar,0 clj SECTION B-B LL W ` SCALE � 1/4"= 1' 0 1 - 4c 0 I _ U �i � z - > i 1• _ c aO +r` I Z — SPORTS COMPLEX O 05 o ti°�/ COMBINATION BASEBALL AND SOFTBALL FIELD s TION A-A Q E C SCALE J 1/4 1' V p 0 V w Z z .Fr"''r �►� � f O Ll--j r- V o UJ C ] 4 SC•QCE _ 'r --�� a- Z CJS w '40 , - - --- - - -- - — z �,a I O CD z ff U-) All• 4 � \,cit=,u,=. .. . � ',� ,,�� .c- i✓ S -- � ~ ° I U � eds sty �»�- ::Z' � ash " . ys� �c�ygb _- `7• � � Q /.0r,j _ .� r _ f d REVISIONS Gc � A eos co G S . - It q ! DATE DsseRIMox Ser �ax's�rx ,vo., G w z I�tSfiecac-rio�! cA-r� ` Z `� •. ff, Soas" b r SLI-f Ds9 �4 o ` 6 F LLJ-- -- y p. ► Tnn PIANS WZU PRIPARED BY: /on MRA'R OS ASSOCIATES nano. OAT'-� DERBISH, CUERRA Q V) Q - - - - -- ---- --- - - - ------ ---- - - _ 8381 97KA AMM ( I �� CWA U 1/ sr _ SUM .so �.Manc + D A. � . culcm hada DAT1L - w q �G X41 Q 1 mstc nnfm >'uz O CITY OF RANCHO CUCAMONGA b � COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Ran RANCHO CUCAMONGA SPORTS COMPLEX < - ARROW ROUTE -- — `� � I= CONSTRUCTION UPDATED DETAILS - cTri Q W V _ 1v J YLI JUL Y IS 1992 05 � /n sir or — ,of 40.001-1 13 0 DROac No-1. 771 cu k DATE / Q MSW)P GOAD "ACGMnEH 11 comp1 MO A/a7�6 • 1 r • FTT a clv/- r r Nz x c c C c 1 C r: r__Q ' 0 C W 0 n W ❑ 3529 3533CN AA pC) b 1� lb 5 1� t..i 0 „ 5 3365. •� 5 ,3364 3932 f�/ 3918 F / 3902 / 3885 F 3869 S� 3853 t"5 �`� `ti, Q` �: verb 35 0 /� J 3838 Fy b,.0 0 _ 3636 r!X _ 3367 t J:'31r Q7' �. 352 i 3520 '' % 0 �� ° ryI/cu ( 3 jZ41 3518 `Zl�t _ 3934 392 u it 44 o 5 0 _ 5 v' U 0 3904 3887 3871 � -3uX 3855 3• �% 836 .�1 f� 2.oy ` 1S'�?/ •wa/ 1elt 10 10 ilk tri cl �S y 0 � z 3366 a, �y 3936392! 3905 ! ,� / 3835 ` 3653 -�' .20� �'--- 3656 388 3872 = 3856 `� 40'5 �S' 3655 3 � j ♦ � ,II 3505 3504 4ti el Z t i i oia 3502 1 O CIA WEST CONCOURSE _ .�� N a (n Cn . W 1 ` : � : > I_ 1� b- COORDINATES FOR WEST CONCOURSE _ \�� I POINT 3366N 2151.3126, E 1311.005 L. FOINT 3367 N 2187. 3126, E 1311.00865 GS/ 3669 t_ � � 3672 FOINT 3825 N 2150.9152, E 1307.5743 O �j � 3671 /� O FO I NT 3@3E N 2169.31 26, E 1305.4457 t'S \, C FOINT 3638 N 2187.7099, E 1307.5743 3487 , 2 POINT 36153 N 2192.8821, E 1262.8726 C J` O v 3488 3485 or F•DINi 38:;3 N 216S.3126, E 1?60. 1455 � ?.-� I �I--. � Q '�' 1 POINT 31256 N 2113. 7431, E 1262.8726 I nn\\ a FO1NT3865 N 2192.5127, E 1222.5630 FOINT 3871 N 2169.3126 E 1219.6766 O POINT 3872 N :1.16. 1 12.1, E 1222.5630 0 c U �� -�. � �} � Q > POINT 3885 N 2192. 1433, E 1182.2534 �, FOINT 3887 N 1169.3126, E 1179.6118 V 8 Z r, h <r tY POINT ;,888 N 2146.4818, E 1182.2534 C ' PO3*-,::IN3*-,:: N 2191.7740, E 1141 .9438 � � \ 17 C) POINF 3904 N 2169.3126, E 1139.3449 >> -�- �s+ O 0 H U POINT 3905 N 2146.8512, E 1141 .9438 �q 3685 't 3688 _ POINT 318 N 2191.4W6, E 1101.6342 /VI 3687 �J s J FOSNT 39:/:/ N 2169.3126, E 1099.078 +y w \\s FOINF 3921 N 2147.2206, E 1101.6342 1 O 3471 Q 4 O U I OINT 3.13_ IJ 2191 .0352, E 1061 .3246 1 3472 `� POINi: T 34 N 2169.3126, E 1438.8112 � , „„ � _3469 X31 El(� X 1101141 31316 N �147.5's2?0, E 1 06 1 .3246 Fy V LAj w 1 cL z z O CD C/-) LLJ 3702 3705 Q 1 ��J c 5 1S , ),-Wi) �" FS/" Fs ?,. S�- 0A J 3704 q 2956 f S FS F5 3456 Z^,. 3455 ae f5 F f ��� C fie, I tA 2972 2988 _ 3453 3305 3321 3336 2927 4?` _ w /. 1 ii O i = z k5 n an �`g �' �I �%�\ '• e 1 I I f• .��'<< <s > a- z C� 2929 c. d r. 2955 2971 r� 2987 \' 3304 '��%_ ` �A`� � � W � �¢.% +t c� •� --- 3320 3334 106 3718 3721 z > 3720 iw 3720 i 2930 f5 e �# �� z w AL 2953 1A 2%9 ��! 2985 �; 3302 / 3318 rA 3332 +�� L) scLLJ ,rs ' 3427 3429 430 S � U EAST CONCOURSE1- 3732 i�4,'G 4 %: 3736 3734 `i Q COORDINATES FOR EAST COrJrf)UFlt POINT 2927 N 2127.2441 , E 1603. 7769 COORDINATES FOR NORTH CONCOURSE __ _ REVISIONS T c� POINT :9^9 N 2111 . 1453. E 16.5.6336 1302.3180 E COORDINATES i'OR SOUTP; CONCOURSE 13%.4757 F O I NT 3364 N 2009.3796 E DA R Ds3CRIP'f70N � W n POINT 34:7 N ��" � N 2342.348!+ POINT NT 3JE J N 2(x19.S 736, E 1452.741 S s- -r +1V �.IP�m� POINT 2930 N 2^95.0469, E ICAI. 770:9 F DINT 3421 N !..04. 2107, E 1412.5743 . 1188.7415 ^^,w,,,'' POINT 2953 N 2097.5759, E IE.68. 3461 FOINT 3431+ E 1428.6729 +z - �� O z FOINT 24._,5 N 2111 . 1455, E tE -1 .0732 E 1436. 1438 F'OINT 3635 N 2006. 1456 E 1489. 1388 POINT 3453 N 2366.9172 � �� s,���tr CV-/� ��-?w z POINT 3455 N "2369.6443, E 1412.5743 POINT 3E.36 N 2004.1168, E 1470.74 1 �J C� FO1Nf 3456 N 236.6.9172 POINT 36;8 N 2006. 1455, E 1152.3441 FOINT 2956 N 2134. 7130, E 1668. 3�f 1 POINT 3653 N 1%1 .1137 E 1417. 1719 POINT 2%9 N ?2!87.9433, E 1701R.6557 POINT 3469 N 2107. 2268 E 1135.70715 FOINT 2971 N 2111. 14',55, E 1711 . 34-1 � POINT 3471 N 2.409,9112 FOINT 3653 N 1958. 7166, E 1470.7415 \ POINT 2972 N 21..4.3456, E 17013.65'37 . E 141 2.5743 F G I r4T 3LtE. N C� POINT 3472 N 2447. 2268 E 1389.3742 1961.4137, E 1494.3110 �Q FOINT 3403 POINT 366`6 N 1921 . 1341 N 2447.5364 , PO I NY 29@3 N 2C►99. :3117; E 1 749.%53 r PO I N 1 36.,71 N 113P 18.4497 E POINT 2907 N 2112 . !131 E 1731 .6(+69 . E 1135.4051 E 1147.5413 � � POINT 2998 N 2133.9762. E 1749.9053 POINT 3487 N 2450. 1761 . E 1412.5743 . 1470. 7415 POINT 3302 N 2089.6841 , E 1799.2749 CONCOURSE POINT 3488 N 2447.5364, E 1389,7436 FOINT x672 N 1921. 1341, E 1493.9416 _ --- +� �j, COORDINATE POINT 35u2 N FOINT 3685 N 1880.8245, E 1447.9107 v , t w 2487.8460 POINT 3687 N 1878. 1829, E 1470.7413 E 1135.0357 TH1SE PLANS 1fERE PRBPARHD BY: POINT 3304 N 21!1 . 1435. E 1791 .9739 --- POINT 33+15 N 2133.6068, E 2799.2749 EET POINT 3.,01 N 2490.4449. E 1412.5743 POINT 37 N 1880.@249, E 1493.5722 DERBISH CUERRA & ASSOCIATES POINT 3350 N 2099,0335, E 1829.58.13 POINT 3505 N 2487.8460, E 1390. 1129 0 POINT 3:18 N 2528. 1556 E 1434.6663 POINT 370; N 1840.5149, E 144@.2801 r -� POINT 3321 N 2111 . 2455, E 1829. 114,16 ' POINT 3704 N 1@37.9160, E 1470. 7415 eJJ+ UTICJ �►LXUt SU171 +So Ra1vCNo CULL rl !+»0 POINT 3321 N 213'3. 2373, E 1929.39 t5 JULY 299 1992 POINT 35 +� N 2530. 7118, E 1112.5743 Q�j.q, Q POINT 3521 N 2328, 1556 E POINT 37113 N 1840.5145 E 1493.2028 (WO) w-NOP J 1390.1823 POINT 3718 N 1800.2053, E 1448.6495 POINT 3332 N 2119.1229, E 11369.4941 POINT 3529 N 2536.2474 E POINT 37�4i N 1797.6492, E 1470. 7i 15 N'� DATE POINT 3334 N 2111. 1435, E 1872.4073 FOINT 3531 N 2551.8045, E 1412.5743 FOINf 3721 N JCBNSS NL'1®)Ot =,, W POINT 3533 N 2555.5942, E 143"2.6077 1800. 2053, E 1492.8335 1921 TIIa W - POINT 3336 N 2132.®681 . E 1169.9941 , POINT 3732, N 1759.@957, E1149.0188 � 0 FOINT 3734 N 1 757. 3823, E 1470.7111 Cf)CITY OF RANCHO CUCAMONGA Z _� O Fi1iNT 3736 N 1759.9957, E 1492.4641 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION C-V PROiza N"a RANCHO CUCAMONGA SPORTS COMPLEX y SHM nns CONSTRUCTIONa Q_ UPDATED DETAILS • cj cn W II JI J LY sir 3 of S -106 No. '3 •"!q 3 - 0 DRAWING No. BISHOP GAAPHICS/ACCUPAESS AEOPMA NO ASSM DATE 'i /lo Aga , A `0 0- CV co 0 x ' 0 ! o O ` It. / c ------ - -- 1 .S1lf 92 (� IL IZL .Ebr cion /o Noiv S/-P f" y O CITY OF RANCHO CUCAMONGA .. SPORTS COMPLEX J PLAZA AREA FINISH GRADE DETAIL ? 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S'I.�P.�'s�✓C.4-,ca�' w QAJJd Delsfd P.��•.n of Trw•r,1+' pno�n Tti•F us-* D �,p � � �r � �' � � Q / �� t � / `_�_ - O Q Z Ih cL�td r�V V --r�/ // Cb fir► -----rpm-cA .e-i+�---i--� U V �i �. 10 C-v 00-1 0 L---------------- r I .I � r—L�E.1cwE_C � fo�f � � � '7t ` ' ' �; 11 SEE SEC�I ►.l -1E3 R� d- Z C/7 f N� y;y OQ ADb' ATI" I �S PBZ c/� w 4c.1EG � I M Ir Cie Li-i ;S 'TREADS I TZ c �� �— f� N ! e/ ,�► � fir` - �' ��' �v° � � �y� , �•� ' �,� I x I U • .�?/!C. ,ILS- ' � 1� P.PIOF/LE f v + � � �j/ I�: I '2M �>, ►; � � I �c+P,.►�-� F.�e'E � cv— S .eIse ,� .� I ------------ �i •� ti w +� �rc� I �e fo f O!/GOl�TS Q t 0 • - �'' _ 19 �� sEcT�01.1 A A I r� REVISIONS ,kA1 � �.lc �E� I � �e' ' �,;~ s• DATE DE3CRIP710N W z ..'fit�� s�E:,�HF e ;• s _ Si GL/-1 -Z -3 z IL 14 _ r +► I Q to i . a CL D i LLJ Sit I G TRESS PIANS W RE PREPARED BY: TOR PWV�'R Dai e Y / I I I - - — I DMIa DATS �_- —1 so, �� MrS ,�;k Q Q� l $�E4=�Ei-5 >19�Yoao DER�aSRiv�,i s�cnrt ,so w�cAiros�ci �,�ac DRAWN P.4 q, � V) Q 4 Jw \ ��► v ��►. - - - ^ x * , I I NAIL (�1 it-ua C'� � J ■ DATE Q � W �" ; •M �r r-- I _ :�c�rsi xe�®sR t7 4 1rtE Cf CITY OF RANCHO C UCAMONGA ° o y ►o �"'� e '� ^ i I i COMML'NITY SERVICES DEPARTMENT: PARKS DIVISION •J } PROJECT NAM ( 1 RANCHO CUCAMONGA SPORTS COMPLEX m w �ti^ ti" I sKtlT nna d Sun T1711 .SOf7S.4ll F/�SCI� T.FY'tiY.s/ ow"R _�'�z7'of R.c' .PLa! �P � � CONSTRUCTION UPDATED DETAILS ■ ► - I i o ARCHITe'(.T Ep•�•� DATE !!-!fit \ PROMM TnM � ,t-� CIsGO.hl��!!.I RNCtNRER a G.r:�'srAr xm No. s>G CT I o►..1 1� -= I W Q Ji'�J3' �YAy.�'YEX JoY N0. d's-rffav Lu I I 3i tH QrWA.1 ALTO • TLAI MK39 M t01ME IMO • NN kvbe Wd. w°1!o !i� IrrMo edN. IE7l0 (711) 7111-f7�0 � I . \\ I SHM o1 S �Ot WO. 0 DRAWIc No. as►av caw►«csiAccunea GATE 0WOMEN No ASSM r 1� I 1 - r %% — — - - � ej p /4 aj re < 7" 9 I p I I � I I ! T z C I , C, Z7 SA� lu pA b� a 5 07 "L Zof 4 p r or�e,� Z I cke ZL o NQ e460 , V X — :. I ' L. z z L1_I r d J, t w 402- RANCHO CUCAMONGA SPORTS COMPLEX ° z _ REVISED GRADING AT SCORE BOARD w z I ,II O 0 DRAWING - z NG NO. 95 1 -- I I I: t ` . Ew ' � � �� � � � • 6'�� cv— DATE Dss cR�noNN� 0 Z z s?dv . A�.1 s Gu- cd-z cw CL "~ LLJ —._— ---- -- - - - --- -- -- -- ---- - - - _. ------ — _ ------------ -- - -- _- _-- -- - ate- f�.Z _ rd= PUNS 11'IItE PREPARED BY: FOR PRIVATE USI '� _ DERBISN, CUERRA k ASSOCIATES nmw, DATE Q ese, una saM sum +so ituvnro cirri a t,7toDRA�AI D A. Ev .J ,lo C NAYS_ DATE _W ° ucsxs'c rmYB� 29?Z� � cl() - �, _ -_` -- — __ __ _ __ _ ----- CITY OF RANCHO CUCAMONGA -------- T--- –�- - — � ,' COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION • PROJECT NAVY m U RANCHO CUCAMONGA SPORTS COMPLEXs L0 y CONSTRUCTION UPDATED DETAILS C/ I I SHZ'tf OV 6— got tro. �REORDER NO DRA�WC Ko. L cun�se Doh 8 . .t (`L�l V- N 00 1 X 0 O O ' - - ---- _ 0 I DERBISH• GUERRA L ASSOCIATES, INC. O ` CONSUL; INC CIVIL ENGINEER REVISED MAINTENANCE YARD 1`01111' 830 N live 1.56. t 1070 Isis E33: UTICA AVE.. SUITE :5( / 1�TA $CNEDULE 11011+r 364 M 17791466. L 1171 7636 RE.r.;,►�G CUCAMONGh CA. 9.730 FINISHED GRADES 6/10/92 1'OINt 260 N •1781,I466, E 1171 7830 RADIUS DEL I4/9Rfi_ LENGTH ja�eNT. row! 1694 •N it INS.• of JI{e 7630 a► 167 900' 14{•:201- ItOt' Iet1' POINT 867 N 179. 1466. 6 Ilse 7036 ! (/14) 967-4306 751• N. 2439.9.11 11. 1151.646• 7o ts• 300' 90.0000- 171• 300• POINT See N 1199 1466. It 1114 1030 �p. POINT 269 N 1762 1466. t 1114 7030 = �� '4 249 17•s to 09 a1' 27•s' 1750, from r Sao N 1782 1466, t 111 1 7430 x 270 9 as 146.36'41- 24 46 3104, POINT got M 1779 1466. it 1111 7436 �J rO1Nr 362 N file favi. L 1111 7638 271 3.9.00 trlf 30• 142.07 71.06 POINT $43 N 19003414. t 1094 3243 ('Oil+T $64 N (900 2227. t 1097 3243 O c - D/ 7C-/ /o � ,`1 �•" / 'f'fW.-.�Z•_DD JV p*' 27! 3.00' !0'00'00' 1.71' 300' �t �0 PLL-84.71 POINT sea N 1102 2727. It fool 3330 -�+ 1 �• ' ft4 . tz QSo? 1 .•t .Oo RL-_412. V 273 300 10'00'00' •71' 300' rOINT 404 N 1902 loss. 9 1113 3330 1L (�/-� \�. �•`s I.D° f.� 47■f•. S 6� u-9 . 7 P�-J1447 c cL.•t , �bGcy 274 ---- 111.00109 S11-1. Sao rOINT 397 N I6f7.1400. s 1113 4098 �- D / 1101N r see N 1461 8326, 6 1097.469• o _ VJ �` 279 300• 90'00'00• 4 71• 3.00• POINT let N 1600 8336. 6 1067.4904 /1� `��/+ POINT 870 N 1160 2418. t 1094 4904 W k� " '�,� ��-x.11 �'-� « � :77 3.00• to•:1134- 174• $0:. �-- ` ��sb '" 0 1 r I 8' e �c • BUILDING C p MINT 871 N logo $202. s 1094 6126 lPOINT 872 N lots 962$. t 1104 161/ "'/s� 1 270 300.00 70'30Y7' 36910 !12.00' POR1T 873 N 1967 /325. t 1112 1473 �/� `k ♦ � r II1 r01 -�- a ---- (I I I 700' 700' S $1 279 399.00' 70'21'60~ N:23' 240.19 rOIclNT t� r r 874 N 161. felt. s 1101.6361 8 ` `` 6A19 f77►R.c�L T7iAl O I I O I fs ' b i�� �0�� i �s 290 36300' 02.19•47' 11.76' 730' rOINT 216 N 1612 4064• 6 1111 2623 ♦I , J tL _! .J �' e� (� �'� /5.33 6549 I` 9• Ot5 POINT 878 N 1096 4936. t 1091 6711 �/ ; ��-� 1�,�) 46 i 4: i� '1 tT �j. fee Soo' •9.30.01- 4 70• 99' rOINT 877 N 1102 0232. t 1166 6630 O TT I is •. 62.14 9,00•YILL ✓ '� 1 M■• L �2 t 4100" TVP. rOINT $78 N 1716 9467, 6 1204 9666 N ^�0 ! P' D 6 ( I- �44 J POINT 879 N 1794 8068. t 1207 4021 (� ti t0 4/ ♦ �j/7 10i3 `4 N 70 374 / POINT 580 1794 4167. 6 1209.1424 N �1 \ \ •!� S f�. • �� Q Net'4477'E p I'OINT 861 N 1704 1466. s 181/6022 36 _ N � L3 �1 \ 21:• - - rum let N 1771 1466. s 1214 $022 8 -.11111 X11 �• �''� 1� MO•I,t!-� kArs- 790,\ p. � •f (1l 1- ti �� 31 _-- 27 POINT $03 N 8011/12$. 6 1411.7416 0 i fib! MAINT. YARD \ - 1 V I -- rOINT 1$01 N 1799 8366. s 1221 336$ N d - 2 1 A 176 �d POI11T last N 172•.14$$. 6 1841 1019 _ I'` / i O.1 - - - - N.97.13'13- F. •T POINT Ie$7 N 1104.1461. 6 1094 3139 � L POINT 1190 N 8297 9626. E 1020 7695 O N.Ot' 29 0111, - ,", POINT 142 N 1699.1466. E 1017.027s ;� >tTo� AraiO�� .,f•� -- 3st 0 70, r 40d so ED /- is er F los -� 30 O _ >t V 0 R� t ♦� � w I It.00• 24. 1 'd.0• 10• 64 a `- 27: 367 :7: 179 C f/ '0 9 394-661 11.00' 1'c 2 ` -4� +�! �k o i is, 1447 TN li O' NOI O r.�> K V11" g 00 ;00 b w -_ - 74 3 t 381 177 161 �� `•j 4 ! I \ C%4 In f ul FAST 44.94' 27 s T 262 73 3.O 380 26 2•t - N X34 :GALE � 332 epi of 1"■ 10' • w '2 W 1 I ' e��tP ,�c•b�� c t1i 1 FAST . 171.0•' 740 1667 _ _ 429 300 > 4�T 611 Iss1 A ( 1'x.Icx� plerNoT�S EXJsTI a/G NLtv�.Tld�l A -C Ail/• -/ NOTE: FOR ADDITIONAL DIMENSION REVISIOINGAIT ItF SEE DRAWNo9 A3.10 33.1ETAIL A2"Is" EAST I6 • 4s c 11 40= TffU REVISION TO DRAWINGS C-I5 AND C-16A OWM DRAFTSIUN tA1L « R.F.I. •,8-PARKING LOT E REVISION R.C.RED. AGENCY DRAFTS" P.G. >` MAINTENANCE YARD AREA A�•� DATs JAN. t, 1992 $ABT 17i7x O�lRs GP.R A. D♦TS 2-14-92 Z 0 pgp�,? tjrJj RANCHO CtJK;AMONGA SPORTS COMPLEX ><JiCII�TEER D,G a A �T 1`0. ,-1 UICHIT'Lt.T � y O�� XNf pjRojK CITY OF R. C. SPORTS COMPLEX iR1c1N>vLR o.G.tA. 1m Np. RF140-1 JOB NO. 89-793.00 u- ' � ^°► � �, � QaWJY•!MC•119�•Y.1� • lIA19i�'YI#1>lE.'1!->♦lafmu • NN ktrt M91i.-.dl. ea-k.l.. e■M. 9!7!9•(7H) »E-relE - .i ♦ &,�o! � G)RAJW PMC•MM ALTO • PuNKU11-UIa MIXII W== • 4W k vbo ".alto X14•MI■o o&W. W1 -(710739-ME ...J `o -� E 5yv v�,LQ V ❑ � -i.� ���' 4 DETAIL "B" � TON � DETAIL C� X . 6uj cn cv- +' C z Z 0,�tr" S(ia W04 DRPTN ICTy � 0 • e/t� e ``_ U V I 1 L O LiJ h I U = z I z cn \5 4P y 1 111 Lv �� N w � - ��' • �`� � I � `� � AMIO/i,Ep �,w« � yS'`P � �'�Y s cc w Lu . Ov SEc-T I oO A - q tiPer • �" �, - C3►� I � � 1'o. � r . +►• ,t V cf) w 10 0 A It. A V U c► Q I I up � �• cry \ •���' �js I W'I p s. �` REVISIONS w II � � �•�. a �. DA'Ti< D29('RIPTION z JAN. a s, •9 S 31 j x `�d► `' "• - - u Q� pFL a_ 14111" 7'J Z ❑ �! DETAIL D -72 C C.0I / A 512, y o V1 u' ^ y rm PIANS WMM PREPARED BY: Fos PWTATR oat N- J I /llw�or Al A*J4 r/ A4y1f/ 57/x✓ feL Lft,1a/I104C fy. y 1 vl 1 �� D= r• I _ < W DERDISH, GUERRA & ASSOCIATES IQ Q ua1 UTXA APIM SWT8 I" AANC10 Cori u #ITS@ DJUWN , ■ AD CHI= D. A• � as D.rc w Is ' CITY OF RANCHO CUCAMONGA -- i elk COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION cc • eElAovf ; CEC6QSTWGT 1.IOTPcO � • -- - 5O � p RANCHO CUCAMONGA SPORTS COMPLEX pbICTIdJ o� Mort/ 91[11` ; � � I CEIJCE MESIA I SOWMT5. 5"41L SEii1T 7mj ■ CONSTRUCTION UPDATED DETAILS 1; cn i � AO.AJSTED .�lLat01►161Lr. __,_._ . DETAIL " E!! 7► DETAIL am r-- Or xm No.� 0 DLRDIG No. ort DATE 91SN0P GRAPINCS/ACCUPRE04 REOIIDER NO.AUM /-�0 V- N 00 1 cy') 0 c� 1 O c� Q c o O i b W Q_ W ❑ w O N � o Z � , OW cH 1 O O sL C Z � ❑ X43/ N f U) SECTION B-B • SCALE i O E W c SPORTS COMPLEX z Of. O f . ` �y COMBINATION BASEBALL AND SOFTBALL FIELD O � SECTION A-A � All SCALE F ' u I I V ❑ I X W Q C/-) I z z I l � � , — O C s 8 % C/)*.o e I �, i L1J r cz L Ln c I J o L1J cef i , t SO ✓ V) W W l < ; O CD 471 40-1 0 Lij h '.r ,gid —:_ -_- - - - - - �' ►' O i f —_ 3 1 40 - Q � . .� � �B • G�-. `.d REVISIONS � DATE DESCRIPnON w fs z CAIS ZXTJJ (IPt�A?� o ShedsfiIWd e,0- &- d-s �� z -1 I 3B Sy r p CLl•S $ ----- -- -- �' ❑ w fs TBESE PLANS WIRE PRRPARED BY: FOR PRIVA'R Ds DERBISH, CUERRA k ASSOCIATES DMIAL DATZ o --- ------— - -------- ---- ---- - 8331 f VIVA AVINUI S 0 CVCL C.L 70!tDRAWN ca < - - - _---- --- - NTl t 60 14NQI 7 �� � T '(� NA1a_ DATIS Q w �0 Sq �!o �� �; �� ' vc»rsa NUMBER C i� CITY OF RAN ° o COMMUNITY SERVICES ��� CUCAMONGA IJ- � DEPARTMENT. PARKS DIVISION PRWVM NAIR m U ARROW ROUTE RANCHO CUCAMONGA SPORTS COMPLEX cc c) — �- s�I' mIs r � cL CONSTRUCTION UPDATED DETAILS f W Q JULY IS 1992 cvW or s 0 DRA11Ildc No.'Z ,o. No.o ll q 3 BISHOP GRAPHICS/ACCUPPESS DATE ( / / 0 ORDER NO ASSM G. • qe o N 01 N 00 0 X 0 ❑ 0 Cy') 0� 0 cY) dL ANC1111`- 10 t -4 >- -< C an O -C1 (:�)nm "n2�L. 11N*T 2�LTIII*Ts 0 0 < W r U 1 {- o 01 d STORM DRAIN GENERAL NOTESQIJANTITIES U W 1o 0 CONSTRUCTION NOTES � o 0 U I. All work shall be done in accordance with these plans, the �Construct is• RCP - 1500 D. s1�e" LF. Cit of Rancho Cucamonga �-Construct 42• RCP - 1400 D. LF. i .� y nga Standards and the Standard l'l 3 Construct 36• RCI! - 1750 D. 414 LF. S f cations for Public storks Construction, current 4 Construct 36" RCI! - 1750 D. �� LF. edition. Contractor shall De tam 1 ams with and shall be � ❑ responsible for adherence to these Standards and �construcc 240 Rcr - 2000 D. LF. �,Fif7 m Specifications. o-m --Construct ls• RCP - 2000 D. LF. ;/OS' 2. All pipelines or substructures of any kind, telephone or a Construct transition structure per Los Angeles County Flood Control EA.power poles, water meters, valves, fire hydrants, etc. , shown ���---Construct area drain manholeDistrict STD. NO. 2-9235 (s.. She•c I ) .ol• rich bicycle proof grated lid per Detail • EA. N or not shown on those plans within the right-of-way limits or in adjacent areas where improvement work is to be dorm shall be removed, relocated or protected in place as required at a Sonet 4 Construct junction structure 060 per City of Rancho Cucamonga Af [A. SO!. no cost to the STD. no.City of Rancho Cucamonga. 1 Io Construct manhole "A• per City of Rancho Cucamonga STD. NO. 510. EA. Wa II Construct manhole •6• per City of Rancho Cucamonga STD. NO. 511 . 7 EA. 3. Any contractor performing work on this project shall I! Construct catch basin NO. 1 per City of Rancho Cucamonga EA. familiarize himself with the site and shall 'be solely responsible for any damage to existing facilities resulting STD. No. 502, w - (per Flan) . ; �'� I3 Construct catch basin N0. 3 per city of Rancho Cucamow�a s EA. > directly or indirectly from his operations, whether or not (sone NO. 506, h - r such facilities are shown on these plans. V Pe Plan). 2 EA. FD AHI' 14 R•mov existing d•silting inlet, extend lateral and construct catch 4. A permit shall be obtained from the City of Rancho Cucamonga basin as shorn. 0 Engineering Department prior to any encroachment or { Is Construct local depression 'Case [• per City of Rancho cucamvnga 10 EA. construction within the City of Rancho Cucamonga easement or W. - STD. 00. 519. ) right-of Lway. I�? �` a Z PP. G u G C T L�CAl1�� :W� � / �. /� � Construct local depression "Case C" per City of Rancho Cucamonga EA. C i STD. NO. 519. Q > U 5. All sewer, water, electric, gas, phone or other utility W t; � � / a g per Type Z W i 17 Construct drainage inlet r CALTRANS STD. D 13 T G2 t� So EA.® 4 laterals, mains, or crossings shall be constructed prior to �� M - (per Plan), sae sheet I for detail . 4 _ paving. O �, 0 0 6. Compaction tests of embankment construction, trench backfill, ARROW t _ on Sheet 3. "r mob u- 01 9 g b-grads shall be Yi + 0 -R•mow existing brick and mortar bulkhead. 1 EA. � compactingori inal round and all su performed at no cost to the City of Rancho Cucamonga. A �I ,� �+►- 0 written report with those compaction tests shall be submitted �� k+ ) V O to the City Engineer for approval prior to the placement of �, �2 --Construct concrete collar per Los Angeles County Flood Control District EA. X base materials and/or surfacing. Z 4, STD. DWG. NO. 2-D393. W yu �'/ly 23 Install Alhambra Foundry manhole cover and trams NO. A-12546 or equal . �" EA. ® W Q � the 7. Estimate of quantities is provided by tEngineer only for � p � � 90091 60A .�w•�e I-�.rt.r�.i•.-e . w the convenience of the contractor. The contractor shall make t Z z his own determination of construction quantities before submitting a bid. Any item of work required by those plans • sF I R. R. N �O CONTRACTOR OT AT c which is not specifically listed in the estimate of w0 quantities shall be considered as included in the other items of work. TIK NMNITITKf IlrTEa 1►e rRarl[iN OV TIt [MiMK[A 9Kltlr i•A TK CoWgO IKt W Tog Cita •i RY10M C1K M"" C A[NEr'tLwwwy N[MCr. TI` CaStTRi•CTM N ItA[a1 11aTIF49 D 0 i. City approval of plans does not relieve the contractor from T• rMw TK M[MtT• 1r1TM • 9M N►rt9 sow Ins •rr�l fee- V responsibility for the correction of error and omission 9[TBAI11111►TM9! rV W �1MMT�T1[• •919 • [T[ rM. LLJ discovered during construction. Upon request the required , VICINITY MAP I. Ce 0 plan revisions shall be promptly submitted to the City = z Engineer for approval. 25 Construct B" Dia. P.V.C. Drain Pipe S.D.R. 35 (Join Stub per Arch.) itis L.F. O V a 9. Mork site and exterior streets shall be in a neat, clean and `[�-Construct 4" Dia. P.V.C. urain Pip* S.D.R. 35 Win Stub per ArchJ _1U.4 L.F. 0- Z C/) hazard free orderlystate throughout Construct Junction Structure per detail Sheet 10 of 10 3 roughout construction. Site � EA. � � w shall be cleaned upon roqu•st of the Inspector. &@---Encase Storm Drain per Encasement Detail Sheet 10 of '10. 52 L.F. w 2 Construct Pipe Comeetion to Msnhol• = EA. 4- z 10. Contact all Utility Companies as required 2 working days prior. to �® excavation. Provided for your convenience are the followin¢i ��-Construct 6' Dia. P.V.C. Drain Pipe S.D.R. 35 Whei le stub per ArcAK l9Q LF. z A. General Telephone (8 00) 422-4132 Z�Q 31 coNM UCT S"D1A.CLEAN OUT PO AM MMT 1 -EA. }- w for underground service I . Title Shoot }i -- LV-vwV-z "LITAOSC^M ►+o too• -TesycN ve4161 W1 ■ 2. Index sheet &5;" %L40l ZLVD. LOS /aJ4iL" -CA. �o{o 491119) -799- Seas V F- Lor-w coil l►.1 4g0AT%LWi 4VA�LASLV- F"%4 SCOF ILD CO. S. Southern California Gas Company (714) 529-2869 3- Arrow Rout• storm Drain 3t�0 L.F. U 2191 E. Birch Street (714) 529-7070 4. Line "A" south Portion U-i Brea, California 92621 S. Lino OAO 6. Line was North pertionl SPWIg1. a.10TE : S C. Cucamonga County stater District (714) 967-2591 7. Line "CO • •Je s®" OF-VlewxJ A"Olc.SY nE>E:6�N L1Eee�4 � islcwcrs U 9641 San Bernardino Road 8. Detail Shoot/Line 'B" M%sc. sloTEe, cwwcrs , 4F-W PLAL. S4A1ca.Ts A"V Rancho Cucamonga, CA 91730 Northeasterly Portion 7S E VVITNE V iTSwl AS a30T•ao b1 Q 9. PWv pVA lo. Lateral Profiles C/7� �rBrowW service Alert w C= ' Call: TOLL FREE Z 1 foo PARTammA pRI11A!'S mglwi�'s WOlICs TO It ,- THD TWC WORKING DAYS BEFORE YOU DIG The existence one location of •n ur�de AOIDIRD OiM� f l�•/> > /Z-1-ter G w y r7rwrnd utility 11 cub pi pas or � structures shown on this plan are obtained by a search of > available records. To the best of our knowledge there are no existing rod utilities take t ee �utiows� osoures to th: CITY O F RANCHO ,C U C A M 0 N G A is required to take dw a utilities shown awe any other lines or strratures net ehOwn ew these plans. TITLE SHEET w All contractors and subcontractor* performing work eAeww on Or related to these plans shall cn -olt their Operatiens so that all V employ... are provided a .ate place to wank ow the public is SPORTS COMPLEX STORM DRAIN = 0 protect". All con rectors and subcontractors shall comply with N the "occupational safety and Wealth Regulation" of the U.S. • Department of Labor, and with the state of California Department W of Industrial RO1•tieme, •cometruction safety Orders." •J S� U TM civil engineer shall not be responsible in m eepows any way toms flee � contractors' and euboowtreators" oewpliano• with the "ovcupatiesel APPROVED BY: DATE. - a Safety and Nee l th Regu 1 a t i Ons" Of the U.S. Deportment of Labor or ��QppfESS/p 1, with the state of California Department at Industrial Relations• CITY ENGINEER R.C.E. NO. Cf �0 ` Q N "Construction safety Orders.". ° E. b , _ ocst)sM c r•9 "' �~ E C Contractor further .__1 � �� m reagensibi11t for agrees that he shall assume sol• and OOe+lOto _• A y job mite conditions during the Oeurse Of BENCH MARK as No. 29224 ' X construction of this project, including safety of all persons andoRAwN S»1 UTICA AVID= sum les rVT � Property i that this reqs i r•mswt sM y 11 p 1 y continuously awe not R. C.. CA 917" h 1�q t1s7♦� �' - (D &OAT SPIKE i WASHER A be limited to normal working hoursr and that the onatral shell STAMPl S.s.Ce. 9.M. IM SOUTH ,� date", indemnity •we hold the owner and the engineer heralees M ROCHESTER AVET.C. ARROW TAND7ARNOw ROUTE CIVIC !'`lt1, �Ot NO. 4 free any •we all liability, reel ems •llag.e in oewweoti.n with CH[GttO p�Mr� � the performance of week on this project, emoept i M for liability vi6imi t. 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(� lv " ` T• < n\ 2 For'T'wall thick nose.S" Table. ��U► \ f l'/ST C.�l tt✓O 1s, 0 3. 3 most reinforcing not requiredM ot regUed . n He 5 eo less and Mrs C�` e un«on. aeng ptee width lth•7'a fes•wolfs 0.ce.enee p tneice'S'EO f//f//,��ylr►EO se.-A 10A eke, 1� C� _C:T limits War be reinforced e1 ban 015-•centers pieced �-= 1 - f cleat b 0rtee d sate Unless ether.tee*hawk ti = �1 TV 4 Stem-Nm%e rem red•rtT[vs�1-�t Ins then 30iordrn wh«elt' aS�PL�/�ZwiV//1v -� o _ W eo h _G��JJ �p N � is 50erche•of more rrrttdl t16p•+•Mr lo.rest nnq 12 ntM• � -- ' � ' lbws th*(lap,ono distance r Iw+q not more than 6 inch*t Aeta•r ---+ lop of /del. The erttvnc*between stepsthroughout shoot not•■teed \ 12rrcn0t and shoo be unTfam Ihre•sphgrl tM 10nptAollM .� ❑ ALTFRNATIVE moll Piece shops in the well without on opening .n 'Eau 2 RE INI-URC EU T TUM mpope S 0010.16 show"apply to both etel aM concrete pe M 7 r- - 6 f�p0161 can o►oced in awy..ell %I U O _ 7 Curb section tAol1 match adjacent curb o 1� f �0Z N r 11. Sown floors shelf have wood ►rowel finish and amonlnwo rf fl it 4 bete,Total-2 T I $lop*Of 12'.3 from all dwoc tome towend outlet pope t V I - e4noop.012' \ �/ I 9 Gotvarnclnp-SooStandardSpecificationsorSpeciel .L. ..fa i' _ _r•- 1- - Provisions I To 2' Q' ) ;o q Cost•rn-plot•or PrecettoltertwtM a optional with / t�aolinl tor.SeagrateStandard Span plerron* N wT T 3' 1)_M�n � 11. 50t 1n10t se that gilts bens an f+arelMt to 4Netlbn a N Lor outwdesat 3'6 principal awtece lbw C f'Chtantler 12 See'Stondot .Grate 001e411"077-4 8077-5 Greta y h O e703'Den/ 7' ALTERNATIVE one From* Detale and"atone of Milocellene0w loon b� O into mase x HALF RUUNU BUTTOM end Steel V p: ` �V\ 3'Fitlet h ') � P 0 70 0 e ' a 0 I aN . � \ N' � � �o '�s■3 CONCRETE CUBIC YAROS _ Type _ -1 tr f'pa z0'-0•iT•3- \ n Iv �� h \ Q N \ \tl `h` r M KM ►s,_3' Q•to g' O' T•6' ►t• X 0 L \ \ v \ �l * , • N• 3'-0' -Additional N• Ada,nonef "C CprltlCt) 5-t' Gp•f►ICr) � N � C` C LT2'-113"i Min lT ) ': I 0.95 0220 111 011 \ ". � � iL Z I shewwp •most pipe► G-2- 1 25 0. 257 3.45 0 330 \ rL.s L :PA_ 1 dj- ' -.S!1�E 1 y 1;40t'O !••ti•) " LY.i i�'T/i.S!-S 'o . - SECTpN 8-8 c-3 103 0 2zo 11► ( 1 1 6S r1/ C. /e- etlwl. ❑ �.w =/3"/c/•f �.mr •/.5/(far ? Sf.1YJ! ries G-4 down6iowW..d1 °�° esttde ape a 124-) ' t 7 0,257 3.4f! 0560 �s' 1.30 0.257 350 0.330 Qis11►j��7Cf.�' •� - v- -j c sl_102 N 9C.OGE 0.2 20 11 1 ( t 1 e4 ; y Grove - r G-6 104 0 220 (1) 111 N= e z_ �l hools S i2. ,'# Type24 111 took twos No deductionallowable s awe to be meds b ft***Table baud an 5• (500 / N �.1 cn N 5*c 5-81 '�� - - -- = J �uenhtie•because of pope ooen«ps,different flexr �¢ �� Total-3 c�__� - -- alfenrotives or different curb typos. 1 1-2'-0' 11T 2'-11 Vj Min T or oufsrde els .3•• CONSTRUCTION NOTES TYPw-.E=� STATE OF CALIFORNIA 4f�Construct 30" RCP - 1150 D. O DEPARTMENT OF TRANSPORTATION 5 Construct 24" RCP - 2000 D. DRAINAGE INLETS 66 Construct 18" RCP - 2000 D. 10 Construct manhole "A" per City of Rancho Cucamonga STD. NO. 510. Q C aO 11 Construct manhole "B" per City of Rancho Cucamonga STD. NO. 511 . _ 0'2 Construct catch basin NO. 1 per City of Rancho Cucamonga Z v -- W STD. NO. 502, W - (per Plan) . O Construct catch basin NO. 3 per City of Rancho Cucamong4 0 _1 STD. NO. 504, W - (per Plan) . rT//•lyeter f s•i N.a" r T, -_ IS Construct local de ression "Case B" U_ 01 1rsa(Arca/ l J -T �_ 1 p per City of Rancho Cucamonga _ • I ( STD. NO. 518. J __� �.--- ' f RIM ELEV. T eT ' 1 ALMAMORA FOUNDRY CA MANMO'= FRAME • Gonstruct dralno9* Inlet per CALTRANS STD. D 73, Type G2, Q ' • 611ATE N4 A-12S4 OR APPROVEC EQUAL. N• (pet PLAN), see Sheet 8 for detail. , ❑ A ' A } CONC. ►fou 6 Install Alhambra Foundary manhole cover end frame NO. A-12346 or equal. I ( NOTE: OPEN GRATING TO BE FURNISHED INLET �' X STRIP IN LIE[ OF SOLID COVER r C0 R.C NI• T t M A C. Ie. 1 w/ l fir- UNLEss OT/ORMI ISI 110710 W IT14 �' 07 1 W RC Arta +1 R.C. Arc* * raw+•/ c«.swrewsrn ��J. Y3 ISOLM COVERING) I `.�4� b q --J („� W ' /•. w mew/• roe-r1Ae 7D i 24'DIA. SLOPE SHEIc - fee DOWN I I E�, , Z Z CONS, p d M• .-wcA o �= 1 :4 TOWARDS FLOW I I Jt _ ------- - re&_ comer "" 1 ��ti 0 CD T- ]ECTION a-B /, •/N. •1 )I N ri/ l� • + �' C/-) NOTES PRE:AST CONCRETE 1' O \ ,�J „ C'4 O L1J -1- I MANHOLE �• I• I I • ��� Q Q I. Til• ArtiwwN w.p1► •I /w.«gree• r c•wv«p«c*, I, sAM/ w•► evc••N !'IS" ' r AIsilo •► tTII•sr TrA w T, 6 --_-- l NOWAsieckv t/oe/ er toter, wocooV, p•rrorrr MI come eve, Me stool Shelf A* 14A .• \ a � - Irn/Arch/ !•e N•N A T,� as ti,twee. PINM Tj AcA poo-POO Me�of rc* me danN 1•e sociis" • ,. • . ' I we ' V N V 1JrL7.LArch to wCA- /her of •rcA se craw A*r/woy Me Mrc*w w*trf • INET W TAI 1•r Nw,tA$ shoo•ctrl, rwr/orw/� IAe,r,hwl too tre»$r,rw r \� J. TN s0we►a/a /Att*,est�A*I/ 1, •s /aIle-S 'C • I T I r >;� o•T/ ler I•Pope *ad rch to Ptpe-IAN of we's w Ar melee" woe It tAo O T r Irmpol or r� NNI 3 T "we fAkAN0fr Of M* 0,00 Plot 4 sac^@# pe*•I•r, fin -Arc 1 tato O�': I� /r O = _ (Arch L _ IAt Lwrce,/c M/cAwvSr that/ rev w./•►w/t from that N -M ercA, or , � • Z /� V ■ 1 ^T ;r^ see fico.•" to that r/ the ♦Ip• -*n otos 4 inches s w FL ELEV. PER PLAN ft. of eecA ewe erek to ore* o/Ma eeto,wmw see •r rcA I".� I Z Co soc,/Iw o, e*cA tin* 0 the treweiflo* sod J&ON reel, ewe/./moot C w I 0 "w -_� L , ^ Allwe*w /A0 two ~o. •IN •'' I• / N O s Vr V) < W I fl•I Awl l/ ■ e. role (w/eri*r srrl•c• SMN M $rw••rA dM owl, r*i/r,w/l, rates•" /M ,we ! • • • h r ,.,,`r" 4E i DIA. E L h W I •I/•w./we tecr/.wf. g- . STEEL REINFORC_D f l/ I ��1� � � 13 L'J� S T D IUM M P � J • !. A,proof /rwctore.•mbio0wwn, P sA•,be 3 Arches /or pope treat o/ to MCA*$ • POLYPROPYLENE PLA' 1C STEP'S �7 0'q R/� ` Z i Of • rocker vee pop* shot mer ft rweAet. -Q / �"� P - TYPE PS2-PF oS MANUFACTURED _ f �/ V u' 6. Is-J000 p.f.i. of to 00,6. sl BY M.A INCIUSTRIES OR �t s e �• �' / O I T. ltel,aA cowerrrsl/e•/outs of Mr $*ore Ar+rewtr•ws of rA*te N Me A0e Lo • APPROVED EOUAL-SPACING IS 'P ' • �/ �! I file. or ars* sectree m e,*o cdrvra4 /Arer�h the rrowerlro* $,rector• of PAO � � ( NOTE: PLACE STEPS OPPOSITE 7 � /7 LL L r 6� z T-- 0pto•*. Sea Soo. /-/ • ire. =.0 , C.20' YIN. OUTLET UNLESS OTHERWISE OUTLET \� SIV / LU 1_ . 1Ae *siN•e s/rae/rr* skew be [Iwetroctel M occerfeace with rawer•/ DROP MORTAR DIRECTED ) ■ JQlIftraetorel*Nee opoirmt to tat r ere* $towcfrees rhes" so /he prpoet O ��f f•Tv S T_rfA/s•/ow- T , r _ ` I►o•rw,t 9V►ER3EDIE3 STO. DMO. NO. !-0105 _ __ s � o r �r V (� l r.I eP T or L TM/Ars^/ See Arm J n[Vtfgevl LOS ANGELES COUNTY C1► i MI ', L -Z- •••• ••••••• •• FLOOD CONTROL DISTRKT ��; �CA• I' SECTIONAL A W � T, S ON L PL N TRAM" STRl1C'TUiE '- � `► b �/ �- • ucTIDN A•A ' N0. 1 250c Ps l • I• � t�`-z _ I \ _ 1r.v,wnr Nr�.r r / CONCRETE I ills. EASE S'-0• DIA. * Arta real,Mee , Aersos000*-$ANN, •,•,•,1= Mw " •�•••••PLAN t, lCtT101tJ -TA$ - y rA-p ■ tNtr/N,N/rlicl/ r $/*ortee ere/$• --- erw• .�.•H.. � �� � ��� � W $.t,r.e. ......... OemLS w. o'0. 323 w .J = NONIE b"R.'S7 .».. , Or I � ..4i(/�t�JLE 0.40100" O.P/W/�t/ © uJ NE ,6~ Z M �� � Q z scoeE 0 z I �: .►.. 4?0 -C-Avo Coxvv o M / '---MRT-A .:c h ' N T - Z =doer,--- .4 _. .y NOTES •� J ❑ �., // ~• c TABLE �• verves 4o^ .4. a end . J-e sA-cw- o- �'•t ,oro •c► © �L / / �// j� �1�j1'el� E e.o• c- o^• I ' D L L A awake call w ;s regLev d wo wa //w erAonplr n proal• axytRds 1 •N I•+■, N'ee• attd,Imo ,ru.m one.- rrlr,n reqs -.o ter vo•r a CITY Co MwrG/El1>b I l Q/l7 ry 130101. *der eeret•� wmt..d+w Msmd �1eb+e.p _- I • I 7t•r APPROVED m _ /? [O * A 1«��T� ! _ - e T � cM.t MM �ow ovowo,qw DESCRIPTION OF REVISION DATE _ t \w ? wT S fr► �fj�►M!✓a�TlOf a1r W//rl O Ca1?CIrRI • •• • • • _0'Y yrm OrM'�/r 1r i v \ INArrM /dr ArAtA AWrw tw"nwrM. own e�.� �j APe /�' SECTION G-G • ,wlSr•Ir •wt/ •/ ,/rKtin �-E 6 c,0aw, t alas r owbe ftse 0f Nae AwW pole oa4 at, 4, �: /, .�e , ,Atr..r�, R"nom�wE star/ov- .Ao�::; e�r°r M �J"M CITY U. 0 F RANCHO C U C A M 0 N G A z Q . ;_f A,e,rs ��N / A L •,n.r.w Jr J Ad..... � • •e r' 1•r! MT •/ e,K •oto •ren 4 � /O " ''f d✓.tw' I •c w • �erc, rel ter ate// 1 e - •/ N n b J+t•/ M ^ft", •w0' SItI,t pt !W rn ~eve I 3. far poo b'PR'Man 66 o S,AS1Ct1A/1 aMd/s rrgtAi+6d A. - `►� Aiwout e •s awm o of •err 6•rr/ •woe � UJ P$v N"/Jb/�S*d use next&M krw ~"' _ - • !who's h► «.r Au►*.�sr fA, Ar'•c ♦ •e J.beri.. ,/.tint" • illow- „ r/"r ire, .• ►� a«-J • �' s per.t .r edr-J www/ per/,I / �WWj l , / / S. hint'r�wformV on goes 24"Ord Mss n ab'rwflN and aro aro ` .f w :e, ., sin,. skew s_--. r arm °it•- J•rr'r of w•..h �. •r- •h•'r 1: � SPORTS COMPLEX STORM DRAIN O • At"of ' whim arise', of Jptwr " /!./s► At" •Bert Torr * ' e pots wbw/r atlpb i0 a Atss Juan /O' o l, mem y (�/ ,aMro/,rWdw ti I •t +' I :•ew,t,wr dwc IWw J,rw/l y ■ ' -'""''""''m' !'""" .,tA /l•Tw ./•irr•• .•tete. h..r.w.r. v DETAIL SHEET LINE "8" FROM STA. II.SO J w4LoR`� s,3 W/wr /s /Ie .d Mr ab'7leter o/1ht crttAls-fills ' 1� i� + !r+"w! ^"''!� e' ; • on. ovi Akedo ar/t•.sesy A► fig' 4 *w s , ,' 10 ,.//ort/wM �� • i «t�•� TO ROCHESTEf: AVE. - S b.- ore N,r..r l•er^r ,Ao// at 4001/ A•tswNew h walk / 1 ! win cwcrt0a/, ins ,Irrws kr.•. _ � / • • i•• t .. . . • -V�/// •ewer• J4r1!4/w � 3-4 ClraAlar, Toes s1i�o�'br D t�?x frill/'1h#ntss/f 19" � ��:,w A.., x• I e s iECTN01f ►-I w tdww +T•4r'/00 pareira t r ! !' dlr•O ,• •/ t0' �1ry0 7 ~ 4 IS �/10 Ar Ayes 14th 4, /tom Nwtr/S arid$ems 4 _ db*r,1 r••r/ e0 Aroe,&O'Nome.A / • I 7. fwrl-/,w•n/ I ,M// it i' Ido d !If i take • » .... tow 1![V •c•rr•.N FIX=LOS ANGELES GGONTROL C"TTIf11CT K er JAdI ► -ore s,.,r S1.•*M/ wowy at, .rs./w�n ,r.•..r�..o i •"df w-r r a •err Alf.' APPROVED B Y- D A T E foes► O ■ petal /ati► sollils. `� " h""" '�•'`"y11ew^"' ' M"" err.-wl' ' A e who" foewas en A end !/•rel.din s •.• ow, ,�«.n p�ESS1 CITY ENGINEER R.C.E. No. c� n ts,•w te�.ede wee a. r � � Q[./v./i awn, l/ � B. Pw/ooy be corrrpow/Aelo/poo colla** Ape or Tw'A/arc>r1d gl �4� � Q ® / >5• A^wr Crte^m+w ' / on 4s, Pro/•c♦ or•w,n9, ,n,*s y,'ro ,I►e/; xe//Er CONCRETE COLLAR / , w..ewt•.c�. ■■wte•o"o Aht"LRs COUNTY nc�+tr 0•/0« t'ht end to/t• pipe ,/1e// .• �, E 0 f DISJOIN "~� RECOMMAENDED "j t•wwi cofovRpot, or awbov,02S G'Mnerrl PpOe i t-o/7i --• •-•• •••••..•• rLOOo CONTOOL p/eTtetCT /4 opo on • slor•yAt pend• lien, nre:n l,na •• cors^ �ti �� `f,A PCZ DERWIN, GUERRA R ASSOCIATES, Ill. � � .�_1 FOR PIPES 12 INCHES / A / •1 N•. .ra win I boson or 'Pc roes, error ,n /na0 /,n, ,�� S Abe AD At used/for o side charnpe ate/ #W majoline. . ear evow•w .r JUNCTION STRIKTUK I • /. � , co w int Caval LtrGat+fEeOti ®THROUGH 66 INCHES ,.s ".ewer I / I s lore+,•w J ,n•// et sno.rr c^ ties •-e•,: o^.»•nos C t331 UTICA AVENUE SUIT 150 /^ L :: Ar.sew 4••r T NJ I I I wAt' .net• appon•np !p!/! Iwpr, •'!O- nC4to Do Ow Ne. 2922• �+� DRAWN SHEET v .r.11e... IttCetttt6ste66 M •..•weed w R. C., CA 91730 (714)907-4306 .. .« D.Y*1 , .,w.• •re•r * PLAN l 3EG'1004 ; I tL I +ht so-Arlo. ••�d,-,tf o of ,no et -o-d o- a s•re.ew+ --- ' CestterumtAw t 401 V LemeNf / r I Orson os s+o+tl exert �� OF / ........•« _ - 00A iM .. Q✓� •f i.�__ r art . n f�0. LAM //nM - / I \ I t r O••O^ /r• !r'O bl !/'.'w r• n .• c.^C f:' �,� CIV �• \! \` ^` )04 NO. .Os �c1 COUNT. noel correo, oeT*ICT Now C fit,A••ftT I a / `�' 1 CHECKED DRAINING be. `v soft •o R- •INS / I e-c or '+v• o^ r »^•h . , r •c tt s'^r• os,- -"or lE \� If% `v- Aw sifts R.CF. u.29224 E p~Date Dote �+j� ss,�cT N•. �4�� ��.�� 4 BISHOP GRAP""/ACCL#0fWS8 DATE 11EORDER NO AMM 11 A41'%10 EAST FILE COOP IP%#Nt I' EF•H24 I Dm Tp N DQZ �V DD �9 �N n 0 C 7 D T N co 7 1 T N G --- - r.G' D \ V-4 5'CO E"C'B. U 3� 20 E•rio,�i 5 1\ t��SOE.Vp•�/ -------_�.- ---_ —TG =//G�� �^y /�Vr�=//GOGt� Q v 3.s v= moo' < •Q \ 3�S1,�a � � � T �1 �w /.v�!=i/sem a� �► - 8 /�vv _�sr.G� of3��g- ls�ry"Eccg m2o E�VOPi� 1 All Q\ ro =/isBBs A a 4 GtsED b Kl4,rE,Ca 0 \ of�G� 0 .o— P,�roP i v .o�ti V �1 0 7�9/7 BEGP/.aE warms !� E raP_//SZ G 7 Q /iVl� ti = - =3si- A� y Of�GO�`CB. ZO 4e OW 0 !/-S�s' •tri ---- V \ y : cep- ,o. �i4r Y --�/ T.G -- //C/!/ = Oi � 0 a of�s � R0 ti y o .4 y a 0 __ 6�st.tz ca ^► � '� •� � v=4.67 - - - - _ --- - ,o > rt PiP ' v=497 9Z BVE '41 •�\ /�Vl/-//sB G • a f � � AIN .s, ,-7-s •0 o r _ �9 a /: i � p4�.�'J•4d SEG.�,� Moll 1 © i ar i 0 m v 1 7sEwOP '• Z S r�o,Pr/Q•P,� � - - -- ,� ,4rE/P.9 .1'' v=s.G•l" „ I w � I II'' •, �� � � - --- - �d6.D3 -L.DTCC•• /,✓ms's//s7Gp3 ��7��/1/..K 1 �- �i✓v= //So.Gam' ( i�V�/=//s.S.2.� M e a .ti sa INv v c.B -wro' V1 //9f/1 EiE/OP/ � � y� A !Z, Ilk a � N \ 0 I � t 1 [ 1 � O�J'9.GJ-ECB ��'1 � - •` �- rC. L p -Ora, si /O - ve9� E�vo.oi,2�- 4G✓' ti " i _.. : .5 ell ut N o�orta I v, /it/v=//SB.�O /i✓K //54.7 r - o/s�t2 -E.yO.�iPE ���� � y -- I• Q1 -4 fG9� ECB. N U O 4� �►� � r.o =//G.�/o � � o Z t o� .5Ih . OiG7s0 E�vO P/PE" \ O o % o o y � Y \ DAA OsGs990.� S �1 �j '�b� 0 � � ~sites � �p 0�.�730E�O.�i� - -- --rc •ii�6/ � . � .� b� � �� O _ a v� ,�� .� � /iV//-//7G / _____ •• , _-- _ __ - _--,- , • `�' ft2�1��i �� •�O _ G,sO4.1'�-O//i2r�q E4��rGb�,QrE"" 1 p /.s�v=/is498 � OrGt�GO �,4r. 'i�' r6'._/iG� •�� /�!/=//_5�.�7 / D . 0 Y / !�Z fiVO•o/�E OfGt�Ct7 `'�1 �1�th •'1 . O of7D 29 /�f9.SG�--.�/.vim-,4 --- ---- - - - - w QN Q a a f n sitsO �.�C..B s EX�.ST /OLX 2' v /7 t' S 4s94 Of00 GYJ 2 ��•' �/Qrr„ 0 _ — V _ X IN 24> 11� V 1R 10 arnD � � `� /y✓_ _ //t/!/ _ //7t7 ro/ Jh1, - O/4��'ENO��' �'B/VS7' /�v!!_//1'O. 7G ` --- Or t A.C- �� `� �':P.C . -/�vt = G'.B -'i>✓c'� `= 4� s279 IN, t � . � �',B-/✓�O !/=SAO' r.C' =//6G.A61 — � Np\ v o w i z0 m th n i m m m O m (n 0 p r Q c IMP N = m .�0 ZZ -� ' 1S! k, �► Ort���E.r�o�i.� N M lop O IIZI „ w� /iVt!=//•S9.sB Z� W.PrE To / 5 n�AFv Z + y r(J)p /f420/ew'+ - - - -- � Drn ® u n iN�'��FEG:, /o"'!,✓.vlE,P oma:_ -: "1f > m '� �i z F s Z /i✓l! _//GHQ,O/ may/=/ -1 O1 9 ` w - I P v Z Z v z op a��c ���•� % !1 !1 J C . Z 5 © co►Js-tcro,J � a-r� �7� SHEET TME A NO. ISSUED FOR DATE SY A/►0 . LATERAL PROFILES S P• O R T S COMPLEX - pr2-*\,V I N c-j S 2 I•14 n A M5 CITY OF RANCHO CUCAMONGA , CALIFORNIA h RT CH•D. ENGINEER ARCHITECT OWNER ,.1 D �, GRILLIAS • PIRC • ROSIER • ALVES o PLANNERS • ARCHITECTS • ENGINEERS • INTERIOR DESIGNERS c 4940 irvine boulevard • suite 204 irvine, california 92720 o telephone (7 1 4) 730 - 9730 o fax (7141730 - 8296 __v 1 4 m�• `LJ 0- CN 00 O �f I x 0 0 O Cy') " Oh � tih O O T.S M ,, r� f I o W o0o ee►� e eql ee o r cP� I o - 4 cc T C f PERF ARAN PMr'E PER o O G � LANDSCAPE a�irEcr(rrP) �; ' � � � Q o I � 8 � W � Q�` Ile' N N o \ P ("sem s�'r�J �.or .o �s ' �' '� Q '� V► �� so h V 0 b '� GS 0 ,y v' It } rxder sf-'. 0'.) 10 p'r`e- rsfEsyr�J f Or J� O SCALE 8 �;\ \ kit .ot�6 LOT ��- oho ,1 soccE.P . SOCCE.P � Marto , LLZyp7'J�S� /B .PL's _ 41 00 Zo.or. we 404V7. ` O`� M N 0 WV' 2 k o� O 0 1 N. siv ti , 0 O � O •0.02 � ��� I'I e' • o � � � � — N 8 � �s=moo 1; Ui��� C � � �� � � �.�E y1 y' ., .. o PfIB= DIRA/N PIPE PER TO �` s II y �,4T. ° ��� �LANDSCAPE aRr,HlrEcr Tl'P 5�.� �, O \ \ LGW.S•T. 30�d' \ ti SEE.S'iY o � \ y ^ � �'� � 0 � T � O v � � �� ZS ,� l.4T T, ` �' � .��o�- � � r - � \ o� \ � 4�=�1c%.r p b � �; h' I I ,, �.I s Z G \, �� M I �.5�E J m 6► I ... Q 4 N ,u 9b oo ao w. Qo �.�rr r. � ` WOO p ®� al L.q �y �O.P/Z. /"':�O' LYYas�vST t�ll��f �L V b ` - �4iP�'/NC � N �O1� �"-� . "'O" ^, Q � Q,*-.HBc Q.�. -�4cfr. vE.Pr. /"_�' '� \� \ �r e'o CC -� L.4T CC- ' LL_ p' R ® Iq - e�tir,.rs olrflr.Pw�. .rvOJ a k Q <.SEE.Srf-'T. '� k \ � c�-�r �.cJr�iC ,v�sxvAra�t.S eaves a�,uAJ1A✓* ro nvE ser/7•..1, O i ,w0 -VW5fY F�ws F�uva. U / \ _ V X 's'r'��� CONSTRUCTION NOTES w Q _ ��e.�c..�/,✓4 �.e aF7a►�c � �y� -�— �IQr�Y�" � OS -- Construct 24" RCP 2000 D. ,y�o_a,/. l V �I �v�y CDip �p Construct 18" RCP - 2000 D. Gum �i� IZ Z //z(�� GhI1P ,CC.O to Sit/PFAcE qls YE.S'TE�P!iQ, / pb �g� a— Construct area drain manhole with bicycle proof #rated lid per detall (�,� Q 0 eve. t �o��vv Ecus. 'K� u`�� 1JoTics: y�59• .��•� P G�•� sheet a . . . ._ Cf — 1 TN6 ca✓cosrg SoQ: ,0,44 SN/sNtfi Q� �, 17 Construct drainage Inlet per CALTRANS STD. D 73, Typo G2. ? '� d'mw O W GL,Q58 �C'I✓bt7AL c'D�la/sGTic/ //r T~� H= Iper PLAN). see Sheet a for detail. _ Q Q �Q '/ /s "AP � c'�/ � 4sI'niro 'v: �E xx yGP (23�-- Install Alhambra Foundory manhole cover and frame No. A-12348 or **mi. '�`� ; V V u11DISf�iftiED 0X'fN ��� � I 1 Q /L� o.�.J ,�AVI�,srs/sssv �I,cnV fn P� o `-' `� t er+�ta �//'reG, � L ¢CP SrAW DRQYJ. 3�c1t. 'p O f1i1i * � SrO�! 01S,Oet/. ,40�� � �.� �p� 2S Construct 8" Dia. P.V.C. Drain Pipe S.D.R. 3S. (Join Stub per Arch.) i �1,�• i �►s �S/ 26 Construct 4" DIa. P.V.C. Drain Pipe S.D.R. 35. (Join Stvb pw Arch.) ` +1+��,� � (,) I 1 •� 1 � N 5't.Wofr PIPE s a% AF'IC7l0A1 �L THE PV e. F11 ,v � 0 �•E -R � Construct Junction Structure per Detail Hereon. � (,{ TOTiOL. �E SN GL SE C�Jf TLi�AlAaip t gyp 28 Construct Pipe Encasement Per Datall Hereon. .'• W TttEvua rV��tOC••t000 � My TAOr AA* cW xr of TA+E R>r a oo � © C/rKir 4VA444 YAW ro n.Rw. S � � \ ca�JcICFTWE � - 3E T/D4l 6 oeojEers �s� s Qom c� rv� O �— ti� �� c sw�rrr els doss = Z A'eP. '4 • � �� � �� srs-c-azso (� wru1. O V ■ 1oo 1 7 AET,4141AA1A1:4cs) t1. as Z � ��` .�LJ�IICTIOA J 8 =JC UZE OE7Q/L 415 ��a ,l�*s� $G� t`' h°� r� d 0. LLJ \' d 4 SJ �°' off° u- — vQ O 14 zw �!� �,�•- �� � � L7P,QN Eovf.P sro.P�! 9 M��. ��g5.3y ���DI�I - H-• • 46104 r. _ io 4;w_/.oc%.r b ` �► - LLJ U PARS' A hl -1 MP3 50 \ 1� \ I Y` V a~ ►i O'er N l0 z - \ ,� FF z 000 CtJ CL It Q \ 'or I Uo �swl�.4CriGc/ •S</.O[L eE 90?f /,c/.4« amvgEf. vo.,v. ® lAPPOr v" „ /?/�3af 93 _ 0 \ - re6cria srq�i�rY s.rvc� coc/�.,�� ra 6VAM&E0 LAT. LC I tllL 4Sa.l4 CEQc/. .VIE�JTS. \ 7/ E u VVV k �Q, S'. s C� AL2J11GLI�T LA7L'!XS OKF.MCiE.0 7, /9-90 d'� /i'/>- CAS C/� \ Q ,N i3 -'�¢ sLot� Mu,J. st4PE M AJ. CITY OF RANCHO CUCAMONGA C O.� � \ �� �I� r y l� CD.✓l��T�O b.4GC�CL ��l L'IA�A�,4CTf�BQ'',CFiCl // � J_ � Q NN h co vsr/j► .soft �C':Pc p p J J h �\I\1 �( `�.a ;�.�-!', \ ��I ' +' .. �r,� ' ,� B'M,Or. 0 � cnvsr. /�.�sv«iv ,Pc,� h' �I h �� h bh 4 , �, ~��z-� - ���,�uLA,� ��► � �� . SPORTS COMPLEX STORM DRAIN a �' (,Sim MATERIAL , – LATERAL PROFILES p� Z N \ Q I( l APPROVED BY: DATE l ' n- CO�t/ST 'rA I 4,� _ Sc \ / y� CITY ENGINEER R.C.E. No. � 0.4'd DESIGN DFRBISH,GtJERRA tASSOCIATES— RECOMMENDED W � Q L�if/,f'l. /.Gi!i LF �oLc ,�c _vvo/�Tz/��ED / -rig,J7. CIVIL ENGINEERS / T L'� - CAOW=/J6 cfs A/•4r�� ,H.vrEt�.v� 5.4 iAw Tv EE " 8331 UTICA AVENUE suITE ISO tie .AC�NAOGiOTE BOTTOM �Jl'O/� �l rCSrA'wr�tio[ G�O DRAWN SHEET R.Q. CA. 91730 17141 96.7-4306 s Jyi�/C.QL T,eE•cJC�J -zTio c/ Y �'.o T,GE.c/-- SEC iGu/ F x J w, ro OF /0 - �'a✓' DP.. ZAZ P/PES. ��^ �Y.0 ��Q�E.S /"'40. CHECKED DRAWING No. A, 10b NO. �G(l .'1 G� (,�,d �,�� Dont.( E. G r � V R.C.E. No. 29224 Exp. Dote Date • 131 RIVERSIDE eWEPpINT - RIVERSIDE, CALIF Pf-Jar-T zi Ae rr W. L,_&6smf BISHOP GRAPHICSIACCUPRESS REORDER NO ASSM DATE -0 o� N 00 U c� X O M O _ ` J < W URVILINEAR SIDEWALK SCHEDULI 1 0 ROCHESTER AVE. ARROW RTE. Owt.r Use Ott-sot to somber LLr stt-set to a- _NTGA SP TS COM� PLEX CtCAMO. OR AN ly 1 0 STREET I P R. E ZIT T ]EDOLAIN S � � �k � tt 37 ♦ q . - 8.03' N - 0.16' 104 + 63 . - 1.33' N - 0.11• 34 ♦ 00 0 - 10.30' N - 0.21• 103 + N 1111 - 1.00' N - 0.20• 34 + 25 0 - 13.72' N - 0.27' 103 + 11 0 - 10.00' N - 0.20' El 34 ♦ SO 0 - 13.600 N - 0.31' 106 + •3 . - 10.5' N - 0.20' 319 ♦ 73 • - 15.96' N - 0.32' 106 ♦ 73 • - 1.M' N - 0.11' » + M 0 - 16.79' N - 0.30' 107 ♦ N b - 8.110 N - •.16' O » + 20 . - 12.77, N - 0.26• 107 + 2S b - 6.00' N - 0.12' V N KS » ♦ 21 . - It.", N - 0.23' 107 + 30 0 - 6.24• N - 0.16' Z (� GENERAL NOTES ( 4 » ♦ So . - 9.33• N - 0.11' 107 ♦ 00 0 - 3.50• N - 0.07' cv TEMPORARY BENCH MAR ASEME � » ♦ 7S . - 7.51' N - •.1S' in ♦ N . - 3.M' N - •.N' 1 s� SCHEINA t a HT 40 + N 0 - 6.46• N - •.13' IN + 25 0 - 5.19' N - 0.10' o d I. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard 1. SET NILTYNAILL 8W 1 MAS RADIUS T.C. Duel/ VSIDE ARR01 1 Sr. AXS Wo votes SEE M ♦ M . - 6.20' N - 0.17' iN + Se . - 7.Sa' N - O.1S' 0_ 1 SEE GPJCM WNEI &E AT flllfT 1N ♦ 73 0 - 11.06• N - 0.22 (fir ppr I 42 ♦ Z' . - 10.11' N - 0.20' � C Specifications for Public Yorks Construction, current ELEV. • 36.45 1 KEN FOII E11106- 42 ♦ 44 . - 10.00' N - 0.20' 109 + N 0 - 14.62 N - •.21 edition. Contractor shall be familiar with and shall be responsible for adherent• to those Standards and � P. SET HILTIRAIL a W IN T.C. AT 4TH ST. LT. W/O ROCHESTER , 1"G � iM + !S . - 17.56• N - 0.35' - S/SIDE AR OW M ♦ 04 . - 10.N N - 0.00 I M ♦ 23 . - 9.)1' N - 0.11' 109 + N . - 11.07' N - o.M' � Specifications. ELEV. a 37.61 TM 0 I �� w . » 0 - •.n N - 0.17 109 + 73 0 - 21.34' N - 0.43• 4 U 44 + 7S 0 - 6.74' N - 0.13' lie ♦ 00 0 - 22.90' N - 0.45• 2. All pipelines or substructures of any kind, telephone or Q1 43 ♦ N 0 - 4.71' 11111 - 0.09, 110 + 30 0 - 23.5• 111111 - 0.46• 1 3. SET NILTI NAIL � W 1' W/O ACR 8/W COMM IMf�iT'!'ll 6 • power poles, water motors, valves, fire hydrants. etc. , shown ARROW1 I 3 45 + 25 a - 3.47• N = 0.07, 110 ♦ SO 0 - 22.64' N - 0.45• or not shown on tense plans within the richt-of-way limits or ELEV. • "111 I � `� ♦ 4S + 32 0 - 3.0111' N - 0.06' lie ♦ 75 0 - 21.25' 8 - 0.42' C , �, •• . . s.. in adjacent areas where improvement work is to be done shall it �' s 's A �• 45 ♦ r . - S.4a• N - 0.1t• 1*t ♦ la.N s - a.Ss _' " � •..'...• N ♦ M . - 7.92• N - 0.16• 111 ♦ tS . - 13.50 N - a.Sl' i > be removed, relocated or protected in place as required at s PRO J ECT LOCATION = _ no cost to the City of Rancho Cucamonga. INi � N + 96 0 - 6.x3' ■ - 0,14' 1111 + 75 0 - 118.23' N - 0.36' 1 K + 2S . - 1.93' 11111 - 0.161 111 + 50 1111 - 13.43' N - 0.27' 3. Any contractor performing work on this project shall b, CURVILINEAR SIDEWALK DETAIL - 112 + N 0 - 12.06' N - 0.360 ❑ familiarize himself with the site and shall be solely 11 I M 112 ♦ 2S 0 - 12.03, N - 0.360 1•112 ♦ 50 0 - 13.70 N - 0.27 responsible for any damage to existing facilities resultingI il! ♦ 75 0 - 13.40' N - 0.27' Iq directly or indirectly from his operations, whether or not l>lj 0 ARROWa U IFLEr --� 113 ♦ N 0 - 12.110• N - 0.26• O such facilities are shown on these plans. r '--� 113 ♦ 25 0 - 9.71• s - 0.19• 4. A permit shall be obtained from the City of Rancho Cucamonga Q �, M s swsweL no."*STREET STAT10111wa 113 + N a - 6.00' s - 0.12• N Engineering Department prior to any encroachment or h vl Iy 0' 113 + 13 0 - 4.40' • - O.A' construction within the City of Rancho Cucamonga easement or .4 �1 t ' ' 114 ♦ N 0 - 3.21• • - •.r' {_ C t 1L► + 16 a SAW, • - O.r• N right-of-way. HXAsT. A�Ii WAAOl� y y , v) -i 5. All grade stakes shall be set by the Contractor or Engineer. w bed7 a . 4V _ • 1 ' laving stakes shall be set at all hinge points, edge pf pavement M.q. / tti O points within 0.01 foot of sub-grade elevation and at not more , f -- than SO foot intervals. Additional paving stakes my be °I s required by City Engineer as needed at warped or verical curve areas. '- AT + SF N. It I / in N K of _� 6. All sewer, water, electric, gas, phone or other utility e. BUS SAY CURVE DATA laterals, mains, or crossings shall be constructed prior to o o r paving. c BUS BAY 'O As tr �O i 7. paving shall be performed in accordance with R-Value and PLAN VIEW °� L' 00'5 & pavement tests taken to determine structural sections (prior ,' a T. I6.4t' Q) to PAW" ) V I CI N T Y/1 N E X JM P M'T'=' Qs 0• Ir 40' 4a" Q 0 6. Yhen improvements are to be placed on native soils which - �! Rs toareo• _ � T. ttTo• W consist of a rocky material, the sub-grade shall be prepared , 2' 3 VARIES 0'- lo'RAWFos w VARIES Z L' 4a"ST' oC Oby removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. 11 VARIES r- it O -� 9. If the asphalt concrete is to be placed on sub-grade, a soils f Iq e � sterilant registered by the E.P.A. for usunder A.C. and sjQ I.AYOtTr Is OCSPr!'�L OBLY s'P.C.C. cows. Wldw e:� Q P.C.C. shall be uniformly applied at the manufacturer's Ate. f11�LAA TL4.4911 T/Ob/ C TI�TI� �1ES fen ST ET TEES OM10 GA. WW MESH recomended rate for the full pavement width prior to paving. ® O TIv/L A�1/OGt/<ilOLir NOTE T g;ONTRACTORS, V Elm 10. Estimate of quantities is provided by the Engineer only for -T's' Approval of the final sidewalk layout :hall be Slade � . 1. All street trees are to be placed In accordance With CKY in the field aid adjusted as necessary to nest field SCA t*. einoteeler- •Ar levenea or any r mvrCsmad sulitf plpms 0r' X the convenience of the CONTRACTom. The contractor shall make r wttwctrree wheaiw •w Mis peeve Ore aitelwM ti • 6Ossrr OE C/D Standard 601. conditions as approved the Public Works Inspector and w Q his own determination of construction quantities before 1> o f 2.04 .s' •vei l Mle -go" . to the Met et owe Ikws�vle"s those an se submitting a bid. Any item of work required by these plans project plasNer prior to final construction. LLJ which ii not specifically listed in the estimate of 2. All street trots shall be s�'ed and planted ;cordin M CttE _ • •� ...r . e+riettw�•q r d to ties obe•/t w •Awe ewe these plse». to•pre6oft 00 -7 V Z retic Standard OSA or 6065 a s prole y to hardKol � � w w -, rc f l i t i e. e�.rw •ver .wp i r sera ohnn • � O z quantities shall be considered as included in the other items these piesis. � 0 11. of work. 3. hackflll mistore 0f all street trees sM11 St per ten 0 THICK C.A.A. signseet per City of Rancho Cucamonga Standard Numbers * NOTE REGARDING STREET LIGHTS All oestreeters ems esreewtre6t•s'e perterml noun 6Ms mArw or w recaswswdatlans of an aeronomlc sells r�epsrt forwlshN a the 401 and 402 shall be constructed at each intersection. Ci 1 �• CONTRACTOR SHALL 8E RESPONSIBLE FOR ' 1 = Y r'letM b three p1eM so•11 sewrmst thele laws N 9/rt all O Q 0 mWoc INSTALLING CONDUIT, PNLLSOXES ETC., © 4'�-'•2I No{e DETAIL omple7eee ere peovia" a onto Isom to weest mei 181• /mile f• V V -tw12. City approval of plans does not relieve the Callfr OsOt from responsibility for the correction of error and omission t. •9 street tree shall be planted Wore the Center ed ten trent Is AS REQUIRED BY Southern Csv,sians by Psr6%xh c;.ur•ro � M.T.E. t:%a 0 66 All el Safety •we veil eNM O � California Edison FOR STREET ® Assoc., !hs► "�oeer!•tleseel Netetp •nr Nlsalth Aeglmia!!�sI� et •.i. � - discovered during construction. Upon request the re ired closer than three feet (3 1 t6 the face of cot. sales OtM IN190 LIGHT INSTALLATION AND PAYING FOR 1naL04C : Misc. t.Wes, Chary**, Qe- PLan 0"01 too 4 se LAf>sr ewe with the Std et, ealit•ew/e �� C/') V plan rerieioeu stall be promptly submitted to the City dated. LIGHTS (TO BE INSTALLED BY Southern 9bewit, Ani SAsla4ea I*~ As "eA of In"961e1 o•1stize eemwstemstlew rte!/ er wo.e Q� Engineer for approval .e rov 1 . California Edison) AS A PART OF THIS an fit 1.4-4 ,4k 24"4641g. 1M efvil imam shall wet M le jet w c 13. Mork site and exterior streets shall be in a neat, clean and S. All street trees are s4ject to Inspection and acceptance by the PROJECT , sed seoeentrsetors• ewes wi "M aw i4t & Z z hazard free, orderlystate throughout construction. =its City Engineer. sorety aver asolth "lotions' et •.d. Wa*mrI I of or Q U • shall be cleaned upn request of ten inspector. REGARDING POWER POLES with the stole et Cel i tested s eepme'�gt OI[ SmA■sarlal OMstfOr' - Z 14. Contact qO� » Ai�T 1-ON-422-4133 and the following NOTE: REFER TTY LANDSCAPE ARCWTECTS FLANS CONTRACTOR TO BE IMASPONSIaLE FOR COOR- FALSE CURB L GUTTER �oswstt�6tiew �� ��� Ln -I< CV- Utility Companies as required, 2 workAm days prior to I TYPE AND LOCATION OF ALL TREES OPIATING AND PAVOA FOR RELOCATION OF POWER 8Y GENERAL CONTRACTOR tiwtrestsr twum mot he Xhe&V arsenal• "be a'wd "�s"N' f3L L1-i excavation. POLES As Ka"ED N UTILITY Cot/MIMES J-t v' rewpewsio�t lite tet sir esw auems �l Ms mel. ad . o- /s' SAFETY FLOOR eeeletrwetlee of "is fast, imeledlw+ seteV 2 all poi s " no � _z MATE f �t "ie a11•il I eaNRiNremsl am ort AtQ'S'r � to wsemel mufti boom LM"t ren allmii O U SAFETY "A C 1/='r ! 1/l�fTAIIQE f �EMd• l nd �w el�� Md the !N)�w•� �lal�eA CHAIN �, w STEEL AOL T-t PLATES F,619=4ftsis � 1 isba ll i , resit Or•64 169@40 to onstear uni 04fib ': }' L1J CONSTRUCTION NOTES IS ESTIMATE OF QUANTITIES w ire 01ki. �" s.r "'''i"�3pT[: llir e.� ..�i�N.. s �'w00r��.4•I�ae. •� - C/-) (D- 3'}�® ,--,=PENclwa CIEARAIIGE V �- CONSTRUCT On CURB W1240 GUTTER PER CITY STANDARD NQ. 303 -46-70 L-FRELOCATE EXISTING POWER POLE _�Ea_ ® � To REAR es SAY. () LU �-CONSTRUCT 4"A.C. OVER 4" A.10. '94Z = ' �F& CONSTRUCT A.C. DRIVE APPROACH 'PER LETAIL, SHEET 4 1,280 SF ® 1' \ t -� Q rjgl I (SEE PLAN FOR WIDTH) � 3 C4NSTRUGT PCC CU VIL�INEAR SIDEWALK PER CITY STANDARDS 304 a 310 -E$98�S.F. 0 9,696 : @tree right-of-gray wotod ow Me ►lawn M U T PER 4ilE0Ul.f s prrAK, HE-dJ. -�1-- 013 r�+ `�+�01"* a" •OrV906" altimtw• Ms not been trll2 7a---CONSTRUCT SIDEWALK RAMP PER CITY STANDARD NO 310 EA, • acquired. 7'1�e WWI I mot begin Meek in SXVM Q �-- RELOCATE EXISTING FIRE HYDRANT PER WATER PLANS I �' •��, � • 03910ting right-of-way lienee rwtil ala�ieiti" !e • 5 CONSTRUCT VARIABLE A.C. OVERLAY 1?,080 ® e N �r� ,,o � �-- CONSTRUCT FALSE CURB & GUTTER PER DETAIL A SHEET I 1 k EA, cn ia-- CONSTRUCT CATCH BASIN PER STCaIMI p�i4IN NT PLANS N.A.- MAM�OLE RIOS a COMER �/ e - D• •rsR�t s .�. w RELOCATE EXISTING WATER METER 4 • -��. ��.-�•� � �.�., • o�t�� I>� PART O z CUM 6 OIITTEA �lSrrf N dL _ z 7 CONSTRUCT LOCAL DEPRESSION PER SWM allW MSO WENT PLANS ALA- O--ADJUST EXISTING WATER VALVE COVER TO GRADE 6 EA. © �-RELOCATE EXISTING S.C.E. BOX IEA- _:.':.'; �M war t;;- _�d.l l,.at .- '`-, ALL 1&TAL PAR r'.',.' / @-ADJUST EXISTING SEWER MANHOLE TO GRADE 8 © GENERAL CONSTRUCT A.C. CURB RETURN W1TH LANDING AND RAMPS 1 �• To aE BALVAff1lEO _ TO s�aww ow sETAII * AO IMG bi STRIPING PITS. 8 9 $IO 19 sort` VlTAIL- Oil QN1�ET (� •�, to TCos1'TRAtT�ORwcOOMNMATE ®REVIs[o Cowl. NOT[ OIIANTITItS, Ai1pE0 TJ.MI. NOT[! IMT->p t,-/�. �-INSTALL STREET LIGHTS .PER SIGN S =-� � ► sf►.® CAWT ACTON.I TEO*i"sA ' CITY -qJ�.l��! 4.�E . Mantiok �e C�ra•It * 0� REVISION DATE ❑ (D- INSTALL STREET TREES PER LANDSCAPE ARCHITECTS PLANS N.A. FOR ""'Von RIM. 4 a DESCRIPT NOTE - T 0 CONTRACTOR MAISIOLE To aRAOE. 4 wttKs G Cf') a r NOTICE AtoulAta � w �- REMOVE EXISTING A.C. PAVEMENT 71,336 S.F. Q DETAIL A - TILT 01/AMTIT1Es MOTEO AAE MOV10[0 all TIRE EMSINEEA s�E1.Y CITY of RANCHO CUCAMONGA 6 > Q 1186 M'TJ' STREET IMPROVEMENT PLANS S • /3 SAWCUT T'r7 NEAT, STRAIGHT EDGE • „---�F � CoA tI�E co1�►EI�16r,cE os TI+[ cltr os N�►Mc►Io u►c�►MOMSA AEaE�KIeIMEMT AaEMG1l. Tib c01f1AACTOA Is IIEAEaY IgT1f1Ea (&- REMOVE EXISTING A. C. BERM 199 L,F. ® To "ievol TIRE #MWCY WIT14 A BID NI we 0011 IbS OM1M pETEAOt "Two of ""Tows Awe A cow«Tc �. l SIGNING i STRIPING PLANS w REMOVE EXISTING P.C.C. CURB 8 GUTTER 330 L.F. &&-Ad1a4i etic}. wrier Msfcr 4• gr+ ER de ROCHESTAVENUE U O 2 � SPECIAL NO TE � BENGN MARK ARROW ARK ROW ROUTE TO FOOTHILL VO. W CONSTRUCT BUS TURNOUT PER DETAIL - SQ SHEET 1 ARROWROUTE EXISTING OVERHEAD UTILITIES ON THE WEST SIDE OF BOAT SPIKE l WASHER STAMPED FROM AOCHESTEA AV[. TO 9W* WT ® 17 CONSTRUCT B" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. N0. 313 L.F. ROCHESTER ALONG THE SPORTS COMPLEX PROJECT S.B.CO. B.AI. IN SOUTH T.G. ARROW AND Int EAtT FRONTAGE SMALL BE UNDERGROUND FROM THE FIRST RTE. 1173 WO INT. ROCHESTER AVE. y� 3 S 6 EA. POLE SOUTH OF THE SOUTH PROJECT BOUNDARY TSTA. AND ARROW RTE. �r� �� APPIMM BY. N1 6 @--coNsrRUCT RESIDENTIAL DRIVE APPROACH PER CITY STANDARD NQ O 3i+6361 TO TFC FIRST POLE NORTH OF THE NORTH ELEV.= 1158.41QpfESSlp CITY [IIOIIMMt R-�- �- o v /s TINGo w R SOL E /SEE SPEC IAL NOTE SN1 / OF /01 S PROJECT 1o11N&AR Y MTA. 4 74S.S0 ANO POLES REMOVED. ��Q�o�` E. ��' ��+ Coif: TOLL FREE o � REM E EX HG E `��y s� E9 W Q As 3a-EA. 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ISSUED FOR DATE 6Y A►►, � 09 x ROCHESTER AVE. STREET PLAN SOUTH PORTION SPORTS COMPLEX n �+ M 5 CITY OF RANCHO CUCAMONGA , CALIFORNIA • O RY 1cm1D. ercndfER ARCHITECT owNER a I GRILLIAS • PIRC • ROSIER • ALVES o PLANNERS • ARCHITECTS • ENGINEERS • INTERIOR DESIGNERS o 4940 irvine boulevard • suite 204 o irvine, california 92720 o telephone 714 7 - o - w p ( ) 30 9730 fax (714) 730 8296 - EASI FILE CORD 4OV"JE C& EF14 2* A T : 6 4 J: J: 4 C-) rrl 0 C) c 0 7- U) a C) rq a 0 C) 4� T T c— Q C CO C/) (D (6 to (4 cl) 4. 4 J J: 4: +'-4. 0 rn 0 -4 C) 0 0 c� c'j 0 00 E: QD rn m x f rn am G) IZ rn j-� IN ;U 70 QD 34 z e-Z. m rn m rn -.0:0 ;0 rr, rn rn Z G) 0 El SH T/2 I t, rn A,' El yr-60 90 47 C-) It G) m 0 co z Pk rn .... ........ C) 0 < rin co 0 m ZZ95&13 37 qO E. .3 7-t-9 A� el/Z. 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ARROW ROUTE STREET PLAm MIMLE pORT*N SRORTS COMPLEX CITY OF RANCHO CUCAMONGA , CALIFORNIA 0 By �::twcr - owl," 4 E GRILLIAS PIRC ROSIER ALVES 0 PLANNERS ARCHITECTS ENGINEERS INTERIOR DESIGNERS cl 4940 irvine boulevard suite 204 o irvine, california 92720 o telephone (714) 730 - 9730 fax (7`14) 730 - 8296 EASI FiLE C01M QMW C9 EFH 24 i Q r- Y g• D4 t 2 rNN I J , 7�- I b o n m n • . � I ! .. ,. y O n y Vf y a .�., ¢.,•.: ' € � .�1. � i _A 1 I�wb.,i<.<.;1 f + i # i € E f I I + " i € 1 �C ( 1<4'xd., eta:..<} .. .� < b ;. , .: ., ....<f<,°.. .,._<..:a..< ;<..,0 _ r y_ y I I _ t t ".: i 1 1: ,� , ,.. . . .. ; � . ' j-:.4 01 : i i01 ' 0 r y D A J 11 ii i.. 1J7 �r:. i O • I A '.. .a ..<..;e., t,.c:.> <...!.<,a,..5..¢: ,..� <..-i� .;,< } t... .. i-.} <}<... i ..i.. } ( i s i '54 7. . a rn ARROWI ROUTE ,._ 84 y nt y i Z SE I HEEi 16 F I N1 0 I I t t 1 ¢ } rg / 3 n Q) t O II t / .. ,,. 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E•P. .� ,..;¢ t.; , l .;.}: # :oj. ..°€,,_.. ,..>:�.<,. . . ! ie.._: € °.�,..: .,., i' i I:' € �' € dee a -.� I I II I �: I I � 1 i �" I •T• E F b E � L/ !dam O p O � 1 j ° i -fi e �..>¢., t :.,.:-^.-r�-•...,._,.... .}„• +. .,..S ,�o ... ,',_}. ., ,<I a _ ., ,1-, j E .+.... .b¢. r n, UL71MATE .�'1�. R/W NORTH I,\ I •� -,. i , i {.. i + � i .. ... -}..,.. ,,.} e,, f Fd s. ., :} ., .., 1, w � I r I a FUTURE T.C. > E m 1 I I i N o € • i ;,-� /2Z f o.7S � PT Gurt9 o STA, ECR TO 120+26 < I E.P. 28 N. rn • 120+81 TO 12 7{23m _x i -I m rrl '! n` N N I I I I < � Q }; -.i.. ..° e. n � /zz•rso.a t I I izz�s! D �o � O C II I AIX ' ” t F / I SAWCUT M JOIN EX. E.P. � I I ��� =: �► Iii I ,.<. };:I , t � ,, ;� ,_. ,. f b m , _ l '1 V`to x1 _ I ba . . o -• ( I \ ,.,.i.. "1, .:11.,., .1;<.. 1 ,.;.'.> t: � i i' :.. �. ID y I I I I 00 ..}..,. ", _, ,..,�., F.,.. <...� -e� , ei.. i s e .1 .. • e. 1, i } I II I II b• � N i + +, `,. �,.;:.., i,' e,. , l ,> a.t;.; Z.>..:€ . . J I I II + N _ y :� I� N O V/G 04 l/(o C10lf o < Tit CA 01 rn A67Y/5 77 4 n /,24 �'s/.8 f I•: I ( € I i 3' �> Fe is , i �*1, -� < d oi. .} _ _, (;L L< .i<, ,..,.., r _:q. e 11 t i t T-7 m 1t /Zq f 0 7./7 D.A. ..e,,::. ...�<... I � EXIST T.C. i t^!= 44 f + a I f L — — 2 -) �( 01 1rr0o �4 ;< a e loop T �is S. R/W I too i la t d>> � \. 'ff„;. I II •1 I t i ` i � i ! i t i~ € i ;� t' {' 0 �•• 1�� II 3 + _ t' # €: I: t. t i i <{.. ...; eG 7 ,r �K07 :yF'`„4-i 1 , i _ I ' f cs T Z my n OUrn , Q r -� \ I I I i ! , _ C> Q Z :U z p N R' D I 1 { F 1 R , t r � o cn D O O N I ( F #: e .i ,.., 4,.. 1.. .1 < ., .._ €. + n O I /P7f�o3.7f Jo/w fx. G cS F.:. y<;:!.I• ,. : _ : # t ... t #. e... r i n I I I PER DWG- N0. B -16 DAY CREEK CHANNEL PROJECT ,<.° € , ,. .:l.: d ,:4 ¢ .,.:. e.,_ fi .• +< m l :Z:) -4 o r*7 Q N m v XI I IIS N 1.° ..€ !_ < € + .° { i. L: .,A t €.'< F . : <. } i.lwe�. �. .. .;. <: • 3 CDa P y. �.wd P.c D M h o m a � in � o N � ,� I I II' p+ i 1? E't �o � JJ _ \ = o ♦ v r I I Iln O CD D m p. c� Z Q o O W ' II # p — 1 _ — 06 0 - oA o D d i t rn v h k SHEET TME — � ARROW ROUTE STREET PLAN EAST PORTION SPORTS COMPLEX NO. ISSUED FOR DATE 67 A/►. N -ts �'I• pe A M 5 a•oARCHITECT owrrER CITY OF RANCHO CUCAMONGA , CALIFORNIA • � W � eir . Ercn�R o ca w GRILLIAS • PIR C • ROSIER • ALVES o PLANNERS - ARCHITECTS - ENGINEERS • INTERIOR DESIGNERS o 4940 Irvine boulevard • Suite 204 o Irvine, california 92720 o telephone (714) 730 - 9730 0 fax (714) 730 - 8296 -O 0- 00 0 (\ 'CT X 0 D 0 M t\ i 0- 17 * i �7 W l7 A.PN. 229-011-28 17 " Q G N G MASJ G 0 Q 17 ! Q . • Rn 11 $ 1 tJ AV's �- - ' PROPOSED R/W, r ��� v °Z M >fi Fgnm ZIVT ow w•I 1W r 3 ROPOSED C 8 G ani vim, la - — — 10 >W -10 EXIST. R/W 0 w -� _Z _ a �/ — — — — — o J — - - — — p —J — — — — — -- — — — — — — — — — — _ _ — — — _x - CN 9 — IZ LfiMoyE — _- — _�►- > _j Q 0_ ,R is _ iv 0 PROP. 8" A.C. BERM _- PROPOSED b" A.C. BERM © — - _ -- ~_ V � `� -- -- -- - -- - -- --- -- — - - --- _ _ 4 --- —L"— INTERSECTION SIGNING A STRI U lb FUTURE C. i C' 18 v le EXIST. C, i . N PER CI OF R.C. TRAFFIC SIGNAL 4) — = INSTALL ION PLAN. DL M � Ea�tstlu FUTURE R/W — j o C o °� s�>N �4�� d EXIST. —_ _ — _=_ -- — _=_=_ < J Z o v R/W ,� J k �, w 29 - A.P.N. 229-02J-39 k� �� ti r o a ? v * p. 0 DEROSA / MASJ q ��h 1 ! i,� A.P.N.- 229-D21 -31 W d CV ' � AGGAZ 7�JTT 1 � � v � QW • M Q M _0 ROCHESTER s AVENUE �� r :W 0 NORTH -0 1'os 40� C W Z — a 0 VI LI 01 17 qQ G a V w v, a SEE ION „SITE * h Q p h N SEE ON- SITE t. I � Z z SIGNING 6 �TRIPINC� PL S n �? 4 J �' M SIGNING STRIPING "► o 'I r �I M � "' w W w I �„ u 0 R/W SED _` R• W -- •� __ � -- � 'PROPOSED -- - - � �Y -' LLJ PROP. C 6 G "< PROPOSED C d G -_- -- 4 � �0 ~ pnpPOSED C d G � .� + 2 0 = z gt�f' W V � — VK O • 8 3 —`�, d �► , '�,h A �aP 13 "' 9 Cv- - — —\— - — — — — Z C� w 3N 41 11 P"If wo �b µ '� '�' �► r. - LLJ ;��-- ----- - _ -_ PkOPOSED B" A.C. BERM -' \-- _ _ _ - — _ - n P A.C.A. ERM_-- y}{ -_- -_ PFc.f. 6�' A.C. BERM -__ p _ -�_ e is _ --- _ --_-- -_ _ FUTURE C. G --- --- - - - =7 71-2 --- — —� -` �- ►�, -- —tel FUTURE R/W Fw-- �/ 0► u FUTURE RCV— /W Q� / �� � � 16usTa+� yW rvTs✓�CF 6vS �'i,GvovT 3'to° ��«ESTE,e (FUTURE C Ef K BLV a ROCHESTER 3� AVENUE W Of z � � Z p�j I I I I I 05 99 ons- S/T� Q Q z 3 , 3, , M Iw PART-�A JJ ♦♦0 � � L�G��Sed ocJ�Cs cC ��� 5 BZ � V V-17 -9 d ❑ CONST,ryGTioit/ //eTES � J�� ,�/JDL /�vfotNA7i�,✓ �q,ODEO /T-/3-'�I /Z -7 -APO ri � Lij seeanlotisoon k=IKPsvstreet light by S.C.E. A.F.N. 229- 021- 64 CITY OF RANCHO CUCAMONGA �' Z 00 Q 60 install l,oee Lum n H.PS V street light by S.C.E. A.P N. 22-9- 021 -44 A.P.N. 2 2 9-02J -4J Z — ', see Wolfe on shee�I. DOYyINE Y � •� z � O see 111 22,1 sn efen H.P.SVstreet light by S.CE. STEWART 15 Elistiaq striping to rewis. STE YyAR T � C_3 O w Ot Install 1' solid white stripe. Pum c.e. III ewy ►lo 41 SIGNING & STRIPING PLAN O � d 0 16 Existing striping to be ruoeed ROCHESTER AVE. }-' O9 Install double yellow stripes per City of Rancho CV- Cucamonga Cucamonga Standard R0. 107. 17 111nit1 and install Ill (go Parking) sign on post or banded. 21 Install signing and striping per City of Rancho Cucamonga STD. 10. Rol• $ETWFEIJ JAGS LSE►.11.1Y t .T �oorrNlLL Lbc.il.EVA�p. Q 0 It tanill and install R2l(S) (Ro Stopping) sign on post. . _ j l0 Install 12' shite stripes for crosswalk per City of bacho O 25 Install 1 solid white stripe. PEe tl. STP- DvJ4 ►10.X07 �xee:r f � tI►aE 5µ4u H4vE MgIa1�ECs APPROVED BY: DATES 0 hcamonga Standard and Traffic Signal flans. CL 19 Paint legend as shore. tmiall IZ" 56s,a Yellow o%egon�l I tot O.C. ' Q CITY ENGINEER R.C.E. No. / W 11 Install 'two-way lett torn lane' stripes per City of Rancho Furtnsh i' Instil R-6 "IJ• Soo .n Were to Corner' v • Cucamonga Standar) 10. 101. 20 turnip and install l-11 sign on post. � P� g DESIGN DERHISH, GUERRA A AS.SOCIAT'FS, Ie�c. RECOMMENDED � o (./� le.�/ CIVIL ENGINEERS �0 v 12 Install 'broken white law liw' Cit Of Rondo Coca 21 Peraisl and install 1-1 lige (3l' 1 361) on poet. 8331 UnCA AVENUE SUITE 130 EI � City momga Existing traffic stripes and markings that do not conform) to the DRAWN R. C., CA 91730 (714)987-4306 DRAWING N0. � Randa[/ Ro. 101. 22 h[lial and install 1-71 siloon t. mi Pa plans shall be remaoved by wet sandblasting. -'_ ,e.�./. � �� � � � i 0 13 Install 12' solid white stripe. 23 Install t' 1 3' striping CILTRUS Detail 37. - CHECKED SHEET p M IK NOTE. All signing and striping (not 'found in City of Rancho D 1e1E. r• �« %^ • �'r 1/ Install 'directional paewat arrow' per CILTWS Specifications. Cucamonga Standards) per CALTRANS Standards. R.CF. u.29224 Exp.Dae r Dae • — OF to V P•JecT >i COT Iia. © dr C 3 BISHOP GRAPHICS/ACCUPRESS REORDER NO K52.S DATE /L� -0 0` CV 00 1 0 r I 1 X t 0 I\I Q I I 0 C J 0- ARROW ROUTE ,JACv. swot/ Q 0 SEE SN'T 10 OF to .V cY) 374 46 N ri t SEE ON- 1 rE &%W- IMG ANP TIRIMNG ' � � SII I i � ROCHESTER � v • , � � ' � � ,< ,� 4 I 1.,J AVEN U E ,� �, ,G, , ,,., , „� C0 �► I I 1 o � � - b i8 � ,yes � M � - of � � � ' ( �� .� I I A.PN. 229 -OJJ -23 AGGAZZOTTI / W A.PN. 229-AU-JO C�:/::�KE ~ + Av7*&ArZ dks XWA4 rlIMARLO ®� C). q a- EXISTING R/W -- y CSG IST. R/W Prom*sv ROPOSED — s �. 0 VA C\A _ ` ,o - - - - - - - - - - - - - - - - - - - - - - Z — _ _ ©� Z o0 - I� Q V - : ,N N v vp C_ = "Is 4 11 I It IN - — — — — ` — — — — _______�� PROP. 8.' A.C. BERM - . 8 .C. BERM W j U — — — � � EXISTIW R/W r �8 J I a EXISTING ---_ _ R/W \ - �8ac� FUTURE C. 8 G. C_ vQ 1 I , - 1 I 1 �� Q S �ItuP Pt/W. -- -- -- FUTURE R/W�- �' � i 6 II 8 M O 7)o .•d .c,vtsr>er �. I `1 'v o / ".. //7* ve.7 A,tto ld A7Y. .I I Q 0 %, e s som - - `_ — II ; M a � NORTH , � I I I � 'V 0 — I I W K CN A P N -2 2 9 -02 J- 2 d 1 40 A PN 2 2 J- Oe J -3 4o I L-" ll�cY� O Q I �o J. 1 t c I I w MW y II I � � �yG'4 4tj v So ~ ARROW ROUTEIW I � �'' Q) �k- a p� :D — SEE It1ELOlr a - \ "1+ axisr. (z~vJrrl�n w/�I.s,es� ro:t s- N --- — - — — — _7= — � — } --- ----------- ----�_ --r +---- -- -- ---- ------------ -------- - -- ---- — NOTE C W_ ROCHESTER AVENUE a ALL SlabIN4 WrIC(PIWI01 SHALL Or- QQ INsTiILc.�v o� coN�reucTLv wtTMlry PRoPbsED �� dust s' Wlbts rts•K u.ra L W I - + pR ewfrtu6 s'r'2eET Rl4f•IT of wAV. Z 0 C /1 i s3 L 4F >►s - -� - -- - - -----a —- - '4. p �. I - -- - - --- 1 � - - - - - - - ----- - - -i -- - - - - , = � u- �. TWAiJf. 4*"ITR t-WE —-- — -- — - r � 1 ,,,� «I �— /I f T-�N —��• � � J 0 (t f o: 1 TR.VJtI• 1 a--- - - ---IROCHESTER VE JE ,I A.P.N. 229-021-24 _—_--—___—_--_ --- ----____ _ — — - A/STAlL 4✓7S s/4�/ r �6111T W// LGA Sifit! tXKT It MINtTB w MARKSR+i! =o•.l W I S.C.E. �'t %t'1 f� —L- X SEE 0v ARROW E ROUTEL JCn w I m ti Pr. "AIS Lfi�/i I /.f t/T! WD McDiA,v rJrA,tls. CL .1.04V CX Jr. 2.JeAA/5 Llt/E 2*R /r, tKisr,� Z0 CD Z CL ISI ti I i ' APN O Q LULU '' p ♦ --4 7 A>'N 229-02J-34 229-021 /tri a1o.711 � V V t rr. caw, Aro m vvi o v r.Imae y1l A N G �aWA, SAW M!O/AN T MAF , I S. C. E, ,p O rA, 197,4 `S. 7-'rPAOP PER DAY %• MOPi--- R/W —` FUT. ULTIMATE R/1N /'r••r.,ee ��ry d �, I's - _ \, 4�Ar a% •wa, .424:1 ex/sr CREEK CHANUE � W ,� ` � PROJECT _ = z �`- CL Z C10 0# PAVF AW-EXIST, R/W Cv- V • — _ — — hdffN 1* - - — — — — • • 5 w ol Lij !I , MIF 7 0 9)� e )& 14 ft z 9 b q M Il o : yes : : :::: - � z ovo' N )•,• w W - - - - - - - �' - - - - - - - — — - - - - - - _ — — _. . — � � ! _____________ — — — — — — — — — U roLijSON 0 X Y a = —' f :6 41r� eyes �,«T h S Q 4.I I Il � 4 � k ♦ k k � �-. W • V w v, �� IU C/) o� oo..o �t:C o IJ ,C7'� •I I 1 ( ac [; M N W \ W ARROW ROUTE � �0. - Z g PART-A W awsc, stc►�►>�, TG ec �A, t_~ o I R&-_'l. /r (a G O NS T,CvG TION iC/O Ti S N p ® Mob*APPUPAls STR�I�ti . L*.4 S �, \ © Wg1S'T1►.q STUVI"c To 'W- LE"W*D. O w R ts.�s I /1• '1/ \ 0 C/-) SEE ABOVE ® (� Z w S Int1111 9,W I en HP.SV str••t light by SCE. 11 hreiol MI install ilii (118 hrtiM) sip M pot eye NMN• to str.�f l�ghf Sfandanl _ m AOA-Alt LEST Tv�CN r.torE, v,ME/rsloKs /Z_?-yo z�` o L�, � ROCHESTER AVENUE '••"ON°^ s�►«t l• �,�,�,� ,z Q i. lrtall 11,111 Ltm•n H.PSY IN•et light a SC.E. 11 hnisl ad isetall tibm (M I"iM) $ip oe pot a .�>>>r � CITY 0 F RANCH 0 C U C A M 0 N G A ca=r 1 18staln11t2 111 Lumen KPSV.st:«t light by S.C.E. 1! hilt IOPW r show. ��� ; v N• noN on$he•t1. SIGNING & STRIPING PLAN a� Lij 0 1 ec. » uo Q hniol at inuil 1-11 lip M pot. lfsfiN it, Wide view Dtaga►al, Ao' at. Q R intell t 118111 slits 11triloy" � 40. ROCHESTER AVENUE � � 0 O! I118tall "It yell" $tripe pr City st had$ � hnisl 11N inwI !-1 sip (K• 1 MI) N pot. a e 4t0't 3/0 AND 670'11 N/0 E INT. ARROW RTE. W C3 a hsoowls 1t11tMr1 N. 01. � fwnlsl• � Itts{{•�► e-tr�b 1J. s,f•rt� Hcrc�•C.�w ARROW ROUTE N CO) • 22 knish eM inwi 1-11 ti " pst. p 1000'/ E/0 t INT. ROCHESTER AVE. LU C 11 Irt,ll 1r slit• strips Gr ene"elt pr City u tan& , �® lAsrs+/! Z-/? ~ 44111E �- C hosswp 1t11slsrl W tnttic lipal 11111111. Q 188/411 1 s 1 NrittiM pc C1itWl 18tail 11. APPROVEC B-- DATE 0 21 Inull lip* 1181 luipiM pr City It umb Ce ump M. N. 06. •.., ••.., CITY ENGINEER R.C.E. No.�/�l7 � c� 11 Isotall 'tw-r11� lett tars 1111111' strips pt Citi It 1swM _ f� Q CK11tsslo 1tae111r1 N. 111. 1 Irtall 19 solid shits /trip. Fm we. sto m4 4o'I Eyc-efpT EvgE Laws sa&a wT��. � 4 ti DESIGN DERlISH� GUERRA � ASSOCIATES. IRt. RECOMMENDED � W p Iw 0 12 Install 'lretes elit11 Iw liae' pt City K knk Cuump c " ` CIVIL eac� J 1/4/18/1 N. N1. Existing traffic str.ipos and markings that do not conform to the � DRAWN 11391 UTICA AVENUE svriE Iso DRAWING W plans shall be reelowsld R. C.. CA 101'130 (714)1081-ash ® � '� L (� p by wt sandblasting. .: ` 1 13 Mai Ir «lid .lits strip. - �Standards ,011 NO. MOTs: 1111 signing and striping (not found in City of Mas11ch0 .' y'• ';, CHECKED D�. re SHF ' M 3 0 Irtall Nlireetiml powst 11rrw' pr CALIM 4witicatiee11. a C rid C'V��Ig � per C'>1I.T�IIS Standards. �'•.. „. .• RrCE.Iru.210224 Exp.Date Date C 3 •'N=00"►�swt.'�coj u DATE 1117-0110 t i -0 CY- tV 00 0 M r x 0 0 c,7 _ 1 I� 1 0- 1 �t 0 cY) EEE SHEET 9 OF 10 = ROCHESTE AV NU ) ,c Q) v I' I d C tQ 1 1 -C e S l8 r 1 Q 0 18 N .4 5 A.P.N. 229-_9 -23 v U 'K w 5 n j IV . is Q) "+ ^ AGGAZZOT71/DICARLO �z s 4Pilo ` /l /l /! � � V P ` � � O zCN 4 PROPOSED ULTIMAT'E R/w " -- W W - ---•- ,� — — — i — - - - r- C 0 n �� - - - - - - - �; - - - - - * Ko - - - - - - —q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • /p ©y J11 0 g 0 / N � U _ _ • 4 "k C -�- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — — — — —— — —+w ` ` '� Z 461 ® EXISTING R/w Exisrsw sees i wfwYw. \ �� 0 N t` /17 r 78. Wr AZ900l 9M. I I o, ©® • ��♦se..• a�4vlf AW. • 4 I ARROW ROUTE o c - I) > W ROCHEST R A✓ENUE z J SK SHEET ! OF *VO� O Q� A.P.N. 229- 011-24 l_ 01 SANTE FE LAND CO. * V 0 o X r /7 , S W Q CJS 1 V w SEE -SITE SI MING M 1` CL Z Z w /Of 71. ot•IV Jnr• M a S RIPIN4 R v1► 4 0 (� H a � V JW � • � � � cn k � h �, �► o v � � o 0 ►R POSED ULTIMATE R/w __ __ � V � LU �F 7VZ& c 0 sxisr. E.r an W W - Odom— di - -• - - - - - - - - - =a - - - - a- Z Co o F d 2 _j S = c/7 < C_V -� - 9 009a+ LLJ 46 - l.. _ ,,, y °C z - - - N — "JF — - - - - �� Nx 11 ~ O U - -� --- -- - — - - - - -- - up-- 'ell ` — ® VEXII TINGR/wLLJ N U fi � - N ` M Q It ., COAJSTi UC_ r10N No TES + O10 � pIrtell solid Mit• strip. ¢.e. e� pmrq. ,,o. � y �' o z 1 U) O! Irtell -Ioo11e yellow Stripa Pert City Of 4ocbe z I Clrae•efs !ta•1•il 110. 111. 7 h ?A+fixll CL ®si Ci+ O 1/ Irtell 12' Mite Strips for er•snelt per lift of Iolrcb• - RC0- � f�cwefs ❑ lteiMcl eN lrst[ta lllrl Ilw. 11 hnisb old isstell 1126 (M PKII sip N pat K bsod•d. on S4n=+ Lyh+ S{andanj4L 11 Irtell `tre-wt lett ter• fele• stripes pr City of UWM Q alX44t& CIIIII a. qO Y%MV .f&,*,f LiII ./T.t t C/)Cwwye lteelerl I/. 111. 11 h[sisb W isstsll 1126(!) (M "ing) ti* r pat aI BAUM.on Sicat L+t Star 4n,& � Install I? Wage AkA4 Y616W Psa'enal , 20' 04. � � W 1! point 1 r shale. Firnwh k Install IC& a'Ue 6.6 here io C.rn«� � Z 1: IlesrU�lld�;,wlt• 1w lir ,� Litt .t a.�b• ceew.fe O 'w' � �� CITY O F RANCHO C U C A M O N G A i �. Q 21 hnisb sM irtall 11-11 life a pat. V1 Furnwti IY Insla)i en on AKt. � � 13 Irtell Ile solid rlite strip. V>t 21 hnid sN issull !-1 sifs (36' z 16�) se w weloc4+e exist• R26(s) "ruo oto n•- Av%-4 Me" SIGNING t STRIPING PLAN 11 Irtell 'Iir•otieosl psrw•t urn' pK CILlIY! 1poeitiesttw. ll�r+ to s+reet )i P+ S+Ar d r� aid r4rAode sit" Pas♦ ©i hrsisl AM irtsll F11 •ifs a pat. ARROW ROUTE � O O is !listing striping t• r•esis. U Irtell 1' z 1' striping per CILIWI 11•tsil 11. • FROM INTERSECTION AT ROCHESTER AVE. 11 !Misting striping b be reseed TO I*4E6 ' 1FEST'ERLY 3 2/ Imull si*ing sol striping w City of book Cessrefs M. a. /K 0. _ r APPROVED BY: DATE '}" cc a_ I 2S Iseb11 1 solid Mite strip. 01 RTD. 6KtE.�1' E E IIIr���Ft •`': CITY ENGINEER R.C.E. Idl. �� � � aim rNAu h1oT NAVE MAR+IKs;S. ��►���` k ", = d OS Irtell f Son �ry1M H.PS.V street light by S.CE. `��,\� ��` �11�. �* DESIGN �R2w. GU�A /�OCZA711�. �. RECOMMENDED W 'Vt Q s*! n01� On lIle*t 1. s 1 CM mocs4o { —J 1 Iatell 11,111 Luln*n H.PS V 1��NpM a S.C.E. 1` S" not* on shpt 1. K• l9 t 71 1 q3l UTICA AVEMJE >IUITi ls• � Ll� �1 Irtell 22,111 Lwn*n KPSV streetlight by S.C,E. Existinq traffic stripes and markings that do not conform to the DRAWN e�R�wING »e W oee ref* on sheet I. plans shall be removed by wt sandblasting. i i (� . ,� R. c.. CA eine rral•n�sss 31 00 41 NM*o All signing and striping (not found in City of Rancho Cr CHECKED SHEET (�� ' Cucamonga Standards) per CALTRANS standards. �� ,� I 3 lot RCS.No. 9214 Esq.Dw Do" t+v of id► V 36 I I�Zo v 1111aSHo.GRAP"IMACPPI REORDER NO.AfH= ATE • I '^-T V N 00 I O X i 0 11 O 0, I O RANCI C AM A P 10 UC O.Ao, G S ORTS COMPLEX C O O GENERAL NOTES o � I . The entire water system shall conform to the Specifications TAl and requirements of the Cucamonga County Water District .IP n 0­9v For +- I. All water mains shall be installed with 30" minimtul cover. CONSTRUCTION NOTES QUANTITIES PROJECT I 3. The minimum and maximum static water presst,re within this ❑ _ _ ____ ���• system is 90 P.S. I . lUU P.S. I . , respectively. % PROPOSED 4. Fire hydrant locations shall conform to Standard Drawings a-- Z W alWl RECLAIMED WATER QUANTITIES / Install 6" C.M.L.6 W. water main per C.C.W.D. STD. No. 30. /t 7/ 4i h W of the Rancho Cucamonga fire Protection District Standards and L.F. ` I �.r�A ((�}- INSTALL •' GATE VALVE PER C.C.W.D. STD. DWG. N0. 4. Z (�J M�"'"'"" v �_fw. Specifications. C ? Install 8" C.N.L.6 W. rater main per C.C.W.D. STD. NO. 30. eft L.F. � � � � ;% � S. Water contractor shall adjust INSTALL IC' . 8' TEE. _t`4 )tut sat• valve covers to Stade N �--- Install 10" C.M.L.6 W. rater main per C.C.W.D. STD. NO. 30. 3�6 W ' / 1. after completion of paving. 0� L F ^ l~ INSTALL t' f.' U ..5 ISO 1 DRIB PER AwwA C-1001 ��1 41;rl / f1L4_L•F 6. All 6"-water lines shall be 12 Rage: all 8", 10 12" and o �- clot tap per C.C.W.D. Standard NOS. 11 and IIA. �0 _ �. � o I �S n _ THLL INSTALL •' V W "-- �- P. .C., CLASS ISO 1 DAIS PER AWWA C-900 Gfd-F 16 water lines shall be 10 6wae steel , cement mortar lined N Install lU Ate valve r b I / l and wrapped C.C.W.D. No. AT according to A.W.W.A. specification C203-86, C 3 -- ' .�-sa C?OS-85. Install 8" gate valve per C.C.W.D. STD. N0. 4. Z ` O - --,, !NSTALL S" GATE VALVE I AT r FLG. 1 PER DETAIL.SHEET S OF S. 1. Sand bedding and sand backfill in i zo _ �- Install 6" gate valve per C.C.W.D. STD. NO. 4. d A - -- --- AMNAANANAMMN �_GA g pipe ne is required +- unless native material is suitable as determined by the a I I a- INSTALL 0' 0.1. TEE 1 FLG ■ FLG 1 I M District . O O-- Install 10" tee. / �• I 1 U I, I I e"'ANINNNANMIAM Z GfO--- INSTALL 0' D.I. CONNECTING PIECE 1 FLG. r AT. 1 �� 8. Contractor is responsible for securing from the Cucamonga v �9 -- Initall to" X 6" tee. / I I LA. Is // - Count Water District copies of the Standard Specifications r __-__ -- _' #� . !fir INSTALL • r S' D.I. REDUCER 1 FLG. r FLG. 1 ��&B y p Pe for correct installation of the proposed water system. Irstwll 8" tee. / �. - �+ INSTALL 0" D.I. CAP 1 AT 1 � � rrT_T r net " " tee. - -_ _ __ l_ L - - r -- a--- Install 8 X 6 EA. , - - - - ___1_s� 9. Water meter sizes to be S " (DOE. ) i i aIErAIGIEca - �/ - INSTALL 0' 0-I. 90' DENS ( RT 1 sa t„ (Publ i c Don. ) P'5;4 (Landscape) . _ 1Pressure regulating valves required for each lot where the Install 6" X 6" t!!. - � i i i - - - --��� L INSTALL P.C.C. THRUST BLOCK PER T OE AIL SHEET S OF S d► M [0. the rater system pressure exceeds 80 P.S. I . (see Note #3). ❑ Install 6' - 45 degrees bend. I I I" r" r IrrINSTALL 2" IRRIGATION METER LATERAL CONNECTIO 1. Prior to the activization of an new! constructed waterline.Ir u I N TO MAIN LINE PER DETAIL sHT S OF S �_fA testing and sterilization shall performed to comply with the Install 8" X 6" welded reducer. g aP 1 y / �' I� �/ .NSTALL 4' IRRIGATION METER LATERAL CONNECTION TO MAIN LINE PER DETAIL SHY. S OF 3___�._SA provisions in Section S of the Cucamonga County Water DistrictIq �'- Install LU" X 8" welded reducer. / � I 4'" 1 ! I O L _ :NSTALL 0' GATE VALvE I RT • RT 1 PER DETAIL SHEET S OF S. I sa Standard Specification. 12. Prior to the activation of any newly constructed water line, N Install fire hydrant assembly per C.C.W.D. Standard NO. 3. /'1 �, � I I LITs1--- INSTALL 1=' P.V.G. Flf+k SLEEVE• CLASS !00 1 OR14 PER AwWA C-100 1 �_Lf testi and sterilization shell�:J ha 1 be performed to comply with � _ the provisions in Section S of Cucamonga County Water +- 7 Install 4 standard steel service and R.P. assembly for 4• (Domestic) meter / �, --- -����-.A�irE' __"_ _-. �� �� �� �� District Standard Specifications. per C.C.W.D. STD. DWG. NOS. 2A .rd 28. _ VICINITY MAP778J 13. An contractor rformin work onInstall 2" salv, service and R.P. assembl for INDEX MAPy Pe g any project shall y (Domestic-Public) meter � �, D ALTERNATE •Tc i familiarize himself with the site and shall be solely I per C.C.W.D. STD. DWG. NOS. 2 and 2A. � responsible for to existing facilities resulting feu an damage y g ff r!s Install 2" galy. service and R.P. assembly for 2" (Irrigation) meter G EA• per C.C.W.D. STD. DWG. NOS. 2 and 2A. directly or indirectly from his operations, whether or not such facilities are shown on these plans. ZD Install 4" standard steel service and R.P. assembly for 3" EA. 14. A permit will be required from the City of Rancho Cucamonga / Road Department prior to any construction within street (Irrigation) meter per C.C.W.D. STD. DWG. NOS 2A and 28. right-of-way. r� a Install 4" standard steel service end R.P. assembly for 4" / FA. 1S. Contractor shall return a legible and clean set of •As- (Irrigation) meter per C.C.W.D. STD. DWG. NOS 2A and 28. etAilt• drawings each to the Cucamonga County Water District and the Cito a • y f R Hobo Cucamonga. changesQ 16construc�tionishallebelr portedine depthtorthe CucamongAny a _ �g y Water District , ens the City at Reacho CresNtoaga. Z 11. Contractor shall notify the Cucamonga County Water District ce- a 0 r 6641 1 ,1-101 at least 46 hours (2 working days) prior to start of construction. O .q 18. Approval of this plan by the Cucamonga County Water LI 0­ t4 Install 8" fire detector check valve with P- I .V. and vault per C.C.W.D. STD. / LA. District and the City of Rancho Cucamonga does not constitute a �Irtcaw t%wcrEt J msrAGivA4 representation of the accuracy or the existence of any underground a 0L Install facility. V ❑ Install 6 detector check with P. +.V. and vault per C.Cbv . .G4, . STC K0. 8. _ /_ EA, 4" 19. Pressure regulating valves are required for each lot where the Vater 4 Qc V. system pressure exeeds 60 PSI (See Note NO. 3) . X �essc/� 20. All metered services shall have an approved reduced pressure principle LiJ � C./) srtr/,vct assembly installed as the minimum backflow protection requirement. � d' Tack veld all joints within 80 feet from end of water line on all curves and N.A. (7Y/!•� � C>'✓�) PRV-I if J V w from all angle points per C.C.W.D. STD. DWG. NU. 9. 21. Contractor will solid weld all joints throughout a curve if the radius a- Z Z t1 Solid veld all joints throw/,bout curves having less than 460 feet radius _ N.A. with 40 feet lengths of pipe or 230 feet radius for 20 feet lengths of pipe. :/�✓ is less than 460' for 40' length of pipe or 230' for 20' length of O pi CJS pipe. O /a✓. , Aressu�et 22. Contractor will tack weld all joints 80' from the end of line. on all W Ida- Remove existing A.C. pavement in trench area. /S60 S.F. /" t! ) ,mac. y„�Lyt SPECIAL. UO-rE curves. and at all angle points per C.C.W.D. STD. DWG. N0, 9. Q Q rItV-twma V V \/ Trenching, Ripe bedding, bwckfill , compaction and A.C. pavement ,wince, N.A. I•fuLloEs M,a�c. AJ.{AAs Changers, Meru Plan N O -repair per C.C.W.D. STD. DWGS. 30 and 31, and City of Rancho Cucamonga STD. Sh..b AnA DaL..4..11 « AJ"11i,.44 1111 %4ems V DWc;. NO. 312 . As 1 d-I !'Its ►At�wJ.Aal AIII s. W 90a--- Relocate existing Eire hydrant as shown and per C.C.W.D. STD. DWG. NO. 3. / LA. -0. x✓A41 i- PARTIMMINA o f/ Relocate existing water meter service behind proposed curb and gutter and Q Imo, VALvE 0 tie into existing private line per C.C.W.D. Standard DWG. NV. 2. 4" s, CrV,-) rRV-3 s' 4" V • E: N 0 T ALL SERVICES INSTALLED FOR FUTURE DEVELOPMENT NOT UTILIZED AT THE TIME ry u Abandon existing rater meter service at water main as directed by C.C.W.D. . / EA. w /aAC.ITO1<P `� OF FUTURE DEVELOPMENT SHALL sE ABANDON AT THE PAIN, AS D+MIECTel CC1B►.q W �rv�!� ED R 33 Install 6" - 18.4 degrees bond. / E11. 1 APMOVEo Br LLl Remove existing fire hydrant assembly as directed by C.C.W.D. . I>N2r t�C Y �.� LL z_ '14 / LA. �6K es dWNER/OENELOPER S "6✓ NOTES E f ACREAGE 0 n Install pressure reducing station, see Detail Sheet 1 of 4. I TRENCH WIDTH SMALL BE CONTROLLED CITY OF RANCHO CUCAIAONfiA REDEVELOPMENT GROSS 41.34 Ac. z � / s" a TO TOP OF PIPE ZONE. IOSOO CIVIC CENTER DRIVE V - Install fire hydrant assembly per C.C.W.D. STD. IIID. 3, modify and install 6" Z gate valve 3 feet from fire hydrant head. \ �' t TRENCH DEPTHS OF GREATER THAN S' �� y., 1 SLOPE SMALL HAVE AOEOUATE SNOIIINi. 3/4 1 SLOPE RANCHO CtICAMONQA, CA. 11730 LANDSCAPE 21.Oa Ac. } L!J /al SKATER 1 CLASS I AV III ALL TT�JrCAIES LIESS eR OaEATER O , OR THAN WO IM ,ENfiTM PER CITY RM1KN0 _ /�'~A' �' C ANWATE SNONINS �'�pA S" CIAO. 312 AKCWTE $AIMING 31 Install 4" Standard steel water main. fiQS = REVISIONS FOR CITY usE oN�r L.F. � Install 4" gate valve. / KEDUc N6 Slzt 6.►.11. ►NL.L'r S[r /1tKs. r EA. � -COMIACTED �-CONW TED ' `J PRsfs' �� BACKfIu- - BACKFILL DATE DESCRIPTION APPROVE INITIAL GATE W v�r_v11: (IN•) FLOW (rs I.) (rs.l.2 (�s.t.) � Install 4" - 51. 3 degrees bend. � � AP. .rr, „rr STREET / to /� IW Q 7-'r'r/ ATER/sEwE _ O BRr LE EE Da NB Install 4" - 21.2 degrees bend. / rLA. � Fs1e�E w�ittiilik TRENCH t '~ �QO /00 7* 4 �� GAO. i DRAIN 41 Install 4' - 12.8 degrees bend. / u• , !" /� �� " A TRAFFIC Q s"wN i'WIN ' FINAL CHECK Install 4" - 51.6 degrees bend. 2 EA. CONTRACTORS • .ro>•c� �Xf SSU�lG P.E6lJL4T,.V6 srer�oA/ m ae .0-sreQc, w/r)�, N O�T E � T O C O E-�„x N. 2 - _ ,.�11 R,w Install 2" galy. steel water pipe. yii L F .vu a,PY��vIE P,ICSsurE ,e«[,+roArs quo "V"srteivt,Gs. � � ASCONST.Install 2 1/2" sale. steel pipe. A ftAt. /�tC LE6ULArAts ,lW.I[[ ,r/,�vE srs/.L/[`ss s>amc The etfl•tettee- and location of- any underground utility pipes or 'a N !R V SG L.F. �L�.4C'�ASGE 0&4 7-. ft tructure% shown on this plan are obtained by a search of It W F -- Install 2" blow-off assembly per C.C.W.D. STD. DWG. NO. 6. 30 / &A, available record%. To the best of our knowledge there are no r o, I: THESE PLANS WERE PREPARED BY: FOR PRIVATE USE � O Z PRESSURE REDUCING existing utilities take .s precautionary ti those plans. The protect the M z � is t uiree to take due INITIAL PATE Install 2" removeable blow-off assembly per C.C.W.D. STD. DWG. NO. 6A. / if.A, rq precautionary measurer, to protect the m �ER18�SHvt�'et/UERIRA ���:E'f >� 4y Install 4" P.V.C. sleeve under roadway as allotrn on plan. L F utilities shown and any other lines or structures not shown on z 0D' these plans. ff SEWER OR WATER RAINS oi'D' 17141 N7-4»Oe DRAWN Ip 1 STATION DETAIL NATPIPE MATER-L SHAPED TO CHECKED Install 1 1/4" P.V.C. , Schedule 40, 'water pipe. B4O 1 L.F• NATIVE MATERIAL SHAPED TO- \ NANULAR BEDOINi FROM !ELECTED NAME DATE �jp� 1111 COntTaCtOTa and PNbCOntTaCtOTR IrlrtOrwinq work shown On Or rr" ACCOMODATE BOTTOM Of PIPE \-TRENCH SIDE MATERIAL �� • r� Install�- related to these plans shall conduct their operations so that all LICENSE R FILE fZ• ❑ /4" P.V.C. , Schedule 40, water pipe. A %!q ,63� L.F. P10I"a are provided a safe place to work and the public is a-- Install through wall mounted Siamese connection with check valve / EA. protected. All contractors and subcontractors shall comply with z° CITY i O� RANCHO UCAM w (see Arhitect's Plans) . the "Occupetionel safety and Nealth Regulation• of the U.S. " NGA r t C/) aOTE COMPACTION SMALL BE S•0% IN ALL �y���� y�� �-�/ ��y-► �r� �l �y ��y�� J of Industrial of Relations, and with the irate of California Department CJIc, ZONES UNLESS OTHERWISE SPECIFIED. COMMUNITY SER\ACES DEPARTMENT. PARKS V1VIS1ION I ` w 0- /« t! LLJ s L.IC of Industrial R•latiora' "Construction safety Indere.• 0 TRENCH STABILITY SMALL CONFORM - - TO CAL-OSNA REQUIREMENTS. PROJECT NAME Q t -J IM/> tP S�tL ���' �L6 Lf The civil er4ine•r shall not be responsible in am war for the RANCHO CUCAM Q ONC;A SPORTS COMPLEX m co"tractoral and subcontractors' compliance with the "Occupational W �, a Safety and NNlth Regulations" of the U.S. Department of Labor or UnderIrowd Service Alert SHEET TI1lE _ �V with the State of California D"mrtta•ttt of Industrial Relations' UJ OTE TO CONTRACTOR � -conetruction safety orders.• Call: TOLL FREE f/.���.Mrf�'lq�✓ .S'Y.f rfwl ,�, !<p sj�• Contractor further agrees that he shall assume sole and comp1 ate O APPROVED A OV W U) 0 HE QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER SOLELY �P.gNC�/O C!/l'A�l1Gt�btf9,4F�iPL� ,o,�rf`ri�i responsibility for job site evnditions during the course of � � • �� � FOR THE CONVENIENCE OF THE CITY OF RANCHO RESP NOTIFIED construction of this project, including safety of •11 persons and W • REDEVELOPMENT AGENCY. THE CONTRACTOR IS HERESY NOTIFIED ,0/.s'liP/�'1' 422 - 4133 � p Q J To PROVIDE THE AGENCY WITH A 810 BASED ON HIS OWN property; that this rputrement shell apply continuously and not , • DATE ITY SE C MANAGER DAT . 2 be limited to normal wonting hours; and that the contractor shall CITY ENGNKER Z _ U DETERMINATION OF QUANTITIES AND A COMPLETE . defend, irdewnify end hold the owner and the wgineer harmless APPR ED from any and all liability, real or alleged, in connection with W the performance of work ,lin this project, • DATE BUILDING FICIAL pr j :Step,Ing for liability i 11 h SHEET p f � Q_ LIOrF arising from the sole n•gligeinoa of the oww•tr of the engineer. 'WO WORKING DAYS BEFORE YOU DIG v r"A OAAwMrta Ne ,..J a ,d00 NeJtS Cl / Cl DATE CITY AMIER < c C/7 P'=NCH MARK PLANS PREPARED UNDER SUPERVISION OF DERBISH. GUERRA do ASSOCIATES DATE APPROVED 11, &ZAAi Z .eooeo �tccc.�i��Ea warrrlcM�.A/A/BJ><s A,,/o-- ,� _ _ DESIGNED BY DRAWN BY CHECKED PY BID ALTS NATE � 4 erer�s. Boot spike i washer DRAWING No. m --- -----.--- _ � C7VIL ENGINEERS B� _ � UCAMONGA OUNTY WATER DISTRICT � - Stomped S.B.Co. B.M. in south DERAISM , GUERRA a ASSOC.___ $331 UTICA AVE.. SU17T 150 I ,,I i 1 c. iQ/f/iAJiPQ CCH T.C. Arrow Rfe 1175 wo int. -- T.E.O 90-W�4J-I 4 RANCHO CUCAMONGA• CA !1730 -- >~ Rochester Ave. and Arrow Rte. (7t 198 -4306 CD 14 Date 1 • CUCAM GA COUNTY WATER DISTRICT SCALE WORK ORDER No PUBLIC AND PRIVATE WATER IMPROVEMENT PLAN ELEV.- 1158.41 DANIEL E. GUERRA - - - � ENGINEERING DEPARTMENT JOB NO REV DESCRIPTION DATE APP DATE R C E 29224 Dan E. Guerra R.C.E. 9224 Exp. D.te 9641 5�4N BERhARDIN:� RJ.�D, CUCAMOhG:., CN. 9;7'C a 1 ) RANCHO CUCAMONGA SPORTS COMPLEX J OIF Tf Rif N AK1�T RFOItOER NO 'N S 7 (714) 987 -259 "i't�3 _ X SHT J� OF S C�'•.�T SM�'T 11•. 1'"�1� •F 7 BISIiOP GRAPh11C5/ACCIN'11ESB DATE I( /2G ORDER NO A5S2B5 • 1 0- CN Cd O X O CURVE OATH SCHEDULE CONSTRUCTION NOTES ' NO. RADIUS DELTA TAN. LENGTH •/ �j• !�' !�I"' /M•/I' //�•7�' / I tts t a l I 6• (:.N.I..i W. water M 1 tt per (:.C.Y.1). S,1,0. N(1. Cn III r � V /crb.dto' i1' ~' d " to' a-- Install 10• C.N.L.i Y. water stain per (:.(:.11.1). S'I'D. N(1. '1(1. Install 60 Eire detector check valve with P.I.V. and vault per C.C.W.D. STD. NO. S. INSTAL:. IC'x •' TEE. 1(�p}� I" ALL s' N.V.C. , CLASS ISC 1 M 1e PEk A.W,M/t. C-000 L � Ilut tap per C.C.W.D. Statutlard NOS. II at"t IIA. ! � l7I•Gt7' '100 &W, x/a fi'// //0' 70' a-- Instal l IU• sate valve w/by-pass peer ('.C.Y.1). Std. N(J. 5, (Z/i�- Tack weld all Joints within SO feet froe end of water line on all curves and �" INSTALL s- D:. CotrME:T1M�• f't t ( ,r: ■ H',G t �v froom all angle points per C.C.W.D. STD. DWG. N0. 9. © r--- IN�-ALL Y` 0... vo' MWO ! MJ I. a- JOt.QO' tt' Z40, s'1" Jy 7.!' //4. 1!' ) Install 6• sate valve per C.C.W.D. 31,1). feel. 4. `J a-- t�•�' 1���' d'/ " �' //� a-- Itu/all fire hydrant assembly t7 Solid weld all Joints throughout -urves having less than 460 foot radius 69 105-ALL F.C.Z. THRUST BLOCK PER DETAIL SWEET 3 of S. Q Y y per (:•(:.Y•II• StatKlartt IM). '!. with 40 feet lengths of pipe or ..lot radius for 20 feet longthe of pipe. (WALL t' IRRI4ATION METER LATERAL COMMECTIOP TO MAIM LIVE PER DETAIL !MEET S Of S. O I � I- o--- [N�.Ac� tt•Lb'f7" X4.77, /OI./t' �- Install 2• salt'. service attd R.P. assembly for 2• (Iktetest Ic-Pttbl ic) Deter per (:.(:.Y.U. STD, UW:. ?/ 1N•''ALS ♦' IRR SAT�oM METER LATERAL t.OMiECT10M TO NAIM LIME PER DETAIL 01tEt i OF S. hMIS. 2 and 2A. � I W Q V I�O.AD' i>•'Ai'b/" .f71�' //!./�' O-- Remove existing A.C. pavement in tronsh area. � �- 1 /9 Install 2• slue service attd R.P. assembl fur 2` ( Irrl atlott) motor o - 1 Xs*Gr.' tl/" 44P.47&' P6.740' s Y s per (:.(:.Yelp. S1'b. a- Trenching, Pipe bedding, backfill , eottipaction and A.C. pavement trench L � � �. / 1"- NAS. 2 attd 2A. repair per C.C.W.D. STD. DWS. 30 and 31, and City of Rancho Cucamonga STD.@_ N � t�11Pc. os'k' sr~ /s. ''s' n.s�' DWG. No. 312. Install 4• standard steel service aemi R.P assembiy Ior to ( Irrisatfott) meter ptet ef4. GIS' Gb'�' S/" /.�/ t.03' C.C.W.D. STI). 1)11(;. NOS lA attd 28. �'�" �7G' � r, w ;I Relocate existing water meter service behind proposed curb and gutter and 61D ALTERNATE •7o Q • tie into existing private line per C.C.W.D. Standard DWG. N0. 2. ,n as I Vi---a Ali---- . 43 Install t' salve steel pipe. i- O V N A` �-- install 3/41 P.V.C. , Schedule 40, water pipe. -Z CN 8 , j N 0- MATCH LINE ---�-_--- -- - - - - - SEE SHEET 3 ° Q °' 2 W (/ /IVSTdLL �" QATL VALVE RC,C CC W.D. lTO. anna N v j 4 i ?1r taitt4K11J0 Farr 1N I Fl � O BID ALT •7 - U 10 LLsoccE•P .��E�o socc�E/P f�E�o ( I ' C .r�e� �r,v. �c /`'+,, J�I7. 17 AI /b ,e «. LVOT -� - M -- l I Go✓nc.�raC ar,iacc Coc/rrtcr {I • CN 3/ + I $ jW*,AJ rrr oww0A0 1 f' N �/ta(,iA/AJi�J4 G feJNC7.�A�J Tp ' Q Yo .6cfRiG�IL c c wcz .J�. - �*, G Z PROPOSED RECL A MED NSA T ER MAIN ,��'�1 � �`\ o0W PT I ��'1. r woo3} a� L „ - o .ter 0 n I > 3 �99 O w ' a � 2 r . el . �. �� r� � SOF�.t13.Q.�L f/ELO � Z I c: I c J. /0' W10e EAsc M&Afr M C.C.W.o f>1E z - _ > �I O o � 01fe V w V w 14 % - ' Eno ICL z Z h 4 ' h O 0 , ,SC.4fE Iq 5 aLl * ev.c. "Tata PIPs lCttEp" b co 4 t1 1. 43 To (=Act+ 17ttrfj otJT FOC oszWtu.u. �� �' u ' W w \ �I FotdtJTaW Pis' AMtM'• PLAHJ9. (C)EA. Z O Q V 7 14 J V V v ZZ A�i.+��41 .s'.YElrE,P t �.00 f/7 V 141 z CV- T V '9 At/�c�lrk/y A71�t/1,owc/ AEt' �OJCGV. �rr1) � ' F- O w ce- in o 49 O = z pt 193*s.vs d7-as -1/w g a_ z � j PARKING LOT 'D" fes" C'.Q!/Titt7N.' �G LL_ Z %wAG to Itec'r ae pWt r a - Ai 0l NW28*074E 275.16 \ �`-- O z .22 w w tR+Ouc- Marna � � � a (� \ AOR C+v+td ap(/7Tre _ ---- - C� L 4o' 4t - - --- t3LLJ Irl' --- - - - -� - S�t� - - - - - - - - - - - - -- - - --- -- - - - ��bT�"-- - - 'e�%ms's" CV- _ _ _ oo,v - - ti - R 0 U E _ ti -�. N Q A- f--� 0 W _ _ e -`- C'u&.0 ��C/7 7 7C.� C/-) - -- - - - --- - - - - - -- - V � -- - - - __ - ---- �-!~TEL- --- -- ` - I�'rF� •- -- ' R I LU z 5ECVICES TO bE sapEt24TttD c NV �• - Z Tb T"F_ SATISFACTI-0 OF,_e' )"SPECTOG ` AJSTGLLEP u.J S4ME '� v DD (� f''�I� I� p�•0 TC��•J G N NIV z air ❑ REVISIONS FOR CITY USE ONLY j �� w " `W , l ° •� ' G� t Q K¢ \V� c�r �4 '�` DATE CITY OF RANCH UCAMONGA W G U, 6 DESCRIPTION APPROVED INITIAL DATE W �Q, ,,p�( �I' _77- o COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION �.I I" w Q / Gt7� / /11(/ ff. 0 G /I 'J 4- !. JG ♦NTD. STREET - _ V� �� ` /< \� -i !/ ATER/SEWE PROJECT MAMf: y � ` h�► �( i 4� ,(�o �l y �� iz-3o-�3 o s a(�crw upwa'ab t GRD. 1 DRAIN RANCHO CUCAMONGA SPORTS COMPLEX La Q \V G) C % TRAFFIC W I • O� ) v D '�/ FINAL CHECK SHEET TITLE I~ 4 c �' o� R/W Z Z w O v� AS CONST. c h fi.PL� �.4V1rc �•re7i✓ S✓S�,i1 .�.�Al�ac�0 Sr.• APP�Rov o A ED W i- �P.oit✓t:' CVC.4.N0.✓G,v.�/.PIF .o.Pbr�'cri0�✓ T PLANS WERE PREPARED BY: FOR PRIVATE USE J a DERBISH. GUERRA A ASSOCIAT INITIAL DATE OAT ITY SE S MANAGER DAT /•r•+r/ CITY EIKt [R CIVIL INEERS DRAWN Io/�t AIPRO D fif1EET b*444-6. CHECK[D 111 1 DATE / 1 FICIAL • m .9TE NAME PATE 111t,&- WROVED pATE ITY rLANNER • LIC N I MGs. 4-/ md-. n f H77J y c C/) oRAwlua Ne. /43/= BENCH MARK PIANS ARE PARED UNDER StjPF W.'��1C?N OF W Q /JD/JCl� !'ElL.1/Mt0 i✓�ra,P-�(••�iwrr����r�re- DERBISH, .;UERRA A ASSOCIATES DArE APPROVED DESIGNED BY DRAWN BY CHECKED BY BID ALTER TE •70 - 2tiJ1� boot spike t wo;her t Q DRAWING No. q ----.___- ___. .- ------ __. _-.- - --._-_-- _._. Stomped S.B.,:o. B.M. in south CIVIL ENGINEERS gY _J DERSIShit GUERRA s ASSOC. __--_ _ AMONGA OUNTY ATER DISTRICT 8331 UTICA AVE.,AVFSUITT 150 -J-f'Q - - �Q�� �'!�•�/� 90-W45�2 W �i c ester Ave.e t175 wo int. - - - - RANCHO CUCAMONGA. CA 91730 /r� Rochester vand Arrow Rte. CD I K14.1 v EI-EV.= 1158.41 ____ _ (71 987-4306 ate CUCA GA COUNTY ATER DISTRICT SCALE WORK ORDER No PUBLIC AND - PRIVATE WATER IMPROVEMENT PLAN DANIEL E. GUERRA ENGINEERING DEPARTMENT � X* NO. ��,•��/ Qj 7 REV DESCRIPTION DATE APP DATE ._ _-_- R �. f 29224 Dan E. Guerra R.C. . 29224 Exp. Date X641 SAN gERNARpINJ ROAD, CUCAMO!vGA , C.+. 91730 /..+� RANCHO CUCAMONGA SPORTS COMPLEX _ (714) 967- 259' - - - - - - - - - SHT. 2AOF S OiTER/CN POST RE0110ER NO ���s�� *41if-T 0*. C 38A BISHOP GRAPHICS IACCUPRESS REORDER NO ASSM DATE 0` N 00 I 0 (y) �J rX X 0 co }' CONSTRUCTION NOTES co /a— Install 6" C.N.L.& W. water wain per C.C.W.D. STD. NO. 30. --Tack weld all joints within 80 feet from end of water line on all curves and Fr so 'INSTALL s- P.V.C. PIPE. CLASS ISO I DRIB PER A.W.w.A. C-100 1. � from all angle points per C.C.W.D.C.W.D. STD. DWG. NO. 9. .� INSTALL s" P.V.C. PIPE. CLANS Iso 1 OR le Pik A.W.W•A C-900. n (� C 39 3 Install IO" C.N.l..6 W. water wain per C.C.W.D. STD. NO. 30. I W iL INSTALL e- GATE VAI.V! 1 AT = FL6 I PPEk DETAIL SWEET S OF S. a-Hot tap per C.C.W.D. Standard NOS. 11 and 11A. Z� Sol id weld all joints throughout curves having less than 460 feet radius 1 ea INSTALL s' GATE VALVE I AT , FL6 I PER DETAIL SWEET s OF $. VJ with 40 feet lengths of pipe or 230 feet radius for 20 feet lengths of pipe . I ( Install 10" gate valve w/by-pass per C.C.W.D. Std. NO. 5. Remove existing A.C. pavement in trench area. �A INstALL e'D,i. TEE 1 FL6 ■ FL6 I. r�' FV Y o t 66 INSTALL e' x 6' D.1, REDUGER I FL6 = FL6 L � � �� �� �' 1 Install 6" gate valve per C.C.W.D. STD. NO. 4. (9�_Relocate existing fire hydrant as shown and per C.C.W.D. STD. DWG. NO. 3. �:! :NSTALL P.C.C. THRUST SILO" PEA DETAIL THEE! � u: t. � � •L ' Q (— Install 10" tee. &-::-- Relocate exists water meter service behind /O 04AW LI 2- IRRIGATION NETEA LATEhAI ':GNNE:!:CF T. < Q ^\ ng proposed curb and gutter and �f ,,,,,,, LINE PEA DETAIL SWEET s cF S. �• u SEE SHEET N O . 4 n`JJ\ 9a— Install 10" X 6" tee. tie into existing private line per C.C.W.D. Standard DWG. NO. 2. 7l TALL I' IAA16ATICM NETEF L-ATER&L U*ftEcrc« :L e xH�w LINE FEA .E!AN_ SWEET S �� S. I PRIIMTE LIf11E ' �� � � 7 � /i Install fire hydrant assembly per C.C.W.D. Standard NO. 3. 32 Abandon existing water meter service at water wain as directed by C.C.W.D. . I 9 � 72 INSTALL e" GATE VALVE 1 AT x k! ) Pik AT&IL SHEET S CF S. _ 7Ti Install 2" gale. service and R .P. assembly for 2` (Irrigation) meter 33 Install 6" - 18.4 degrees bend. •�'.T_ 11 / ✓ a ❑ per C.C.W.D. STD. DWG. NOS. 2 and 2A. @>_ Install 1 l/4" P.V.C. Schedule 40, water pipe. (3f-- INSTALL 12' P.V.L. PIPE SLE9VE. CLASS 2CC I :►A 14 PEk A.M.w.r.. C-OCC 1. O I �1 O Z/ Install 4" standard steel service and R.P. assembly for 4" (Irrigation) wetter per C.C.W.D. STD. DWG. NOS 2A and 28. � .� .� �� � � � � � A., ll _ (N L �/1 BID ALTERNATE •7 t'X7xsl 10toTN- rDPOf ol ¢ o � � S171ZZ-7 J Zt .4t. :MO.�r4f II I O 4A © _ ----- rtN _Tor w ,' - _ PROPOSED - FUTURE RECLAIMED WATER MAIN _ ___ O 0 h C 3 I I E•o.9,�.�fE�v ,' I T IT TI Z o 500oe7B•4f4e F/EZ0 �o cc w.o. �U / • I I IT ] P4� . 96 I s:Pr ❑ A7L f.0 I ere. /� I 0 V / / -TIT I r MTTITs D PARKING LOT B ac � I I > IL 1 IT I IT ITI T IT 1 _ _ • ,�. F 71 _L- ( fo � IY 0 EF E Irl / rn. . O �e�P 4 I� W 01 p p PARKING LOT E � Uf tD � . � � � k� �t , b P b IV • �,;1 has 3 F— ❑ y •t;a X CIO 67 01/ G3 a �.cre.4y 3 wl J V w _ CL Z z cD L(. JACK BENNY DR I VE O �'-' TADlUM— aRfCAtl` — '( VI Q Q II►Z , V V ry QO�� \,OV7.204 acirns- ? w cvr I y -- , 0 8 I a"w.47Ze ZZ eV a//&V.4s, I I 1� ��' ,� •G or 34'i E p lG f r.7 I N V ',0 x ' I Lv h I Cc W tY 0 F— ` 'k�t o • / / • • 4 /(o I • �'alnro��rut syRr1 Qx/r or `'S I V PR POSED RECLAIMED WATER MAIN' �' I o oiro/lEtly o � �' I, 0- Z Cn 1` �. �► b 6f*1,uwM/y C44,VrsdcnA�/ tr A5 It ro r.�•IR 3.OristiAcriaJaF (� W Et 1�V _ c.r!w.n ..�r.'IEcralt14 W °P�r ' '��� 4 �� �` N Q T seals - � ,44r U_ ZIN _ IT Q , >_ W rf 4� I e ?� ^I ■ � `fit `'�' j PART ��� I � A"s, SOtC'CE.P F/ELO SOCCE•P �"/ELO �� � 11 o w s / I� I � i � Q it � ■ 4 l !al I Cn ry raewa ravvw'w,W-- .S'CALE ,M .Nf AG ,,,� - LLJ Z MAT H E SEE SHEET 2 ARROW ROUTE PARTIBIBBBA ❑ Folk v CURVE DATA SCHEDULE \ REVISIONS I ONLY CITY OF RANCH UCAMON G w GATE DESCRIPTION APPROVED INITIAL SATE COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION .I , N0. RADIUS DELTA TAN. LENGTH � � � � iB 9/ STREET AN G ATER/SEWS PROJECT NAME Q b // �4?•a'" �' / .e lt6.ZI- GRD E DRAIN RANCHO CUCAMONGA SPORTS COMPLEX � TRAFFIC W ■ _ �---- lt2.00' 1G* l/' f0" Z-01.07' 4/19.-97- FINAL CHECK SHEET TITLE _ ~ W /d .3 St.Cb' ?e t/'30" trb./t' sAZ.?S' INA C0 4/ 3S6-ao, 44- 11, 04' /44.5o' Z7a�"3' AS CONT. 0 D/` QG' f',7" 4.47' &W, f/.rE �•MrE'criGw .s�✓XArjW .I•w4lNr�lFo Sr. APPRO D A► ED W CV- 9-0- V- r-0.4`'0&" 7scVw' /ss.4o9• .p Svc tib cvc o.,,/o v6,v.�i,P�' .o�PbrEClio.�/ THESE PLANS.w.ER>< PREPARED 6Y: FOR PRIVATE USE ~ I a �_ ��.f'T�P/L'T INITIAL DATE DATE r ITY fE I MANAGER DATE � CITY ENGINEER z 05'&.410' 70' t/'SID" tf0.91f' s37/�i' VCAO 4 DERBISH. GUERRA A ASSOCIATES. M S CIVIL EN ERS DRAWN SMI APPROV D W m Iell /am CHECKED 11/ 1 DATE ILDI OFFICIAL r"A fF1EET OF ■ ` NAME DATE II I7 to APPROVED J O,o LICENSE R FILE DATE ( CITY PIAI•IER OIlAw11Nl IN. ���r� ® Q Q fo aoo o �eErt.iia.Z�Ls i+T.riJ`� Iriiv r BENCH MARK PLANS PREPARED UNDER SUPERVISION OF DERBISH. GUERRA A ASSOCIATES• DATE APPROVE _ - DESIGNED BY DRAWN 6Y CHECKED BY BID ALTE A E •7a® (�Pl1W�Ni No m Boat at sp f ke t washer W � WATER DStam ed S.B.Co. B.M. In south CIVIL ENGINES 'EO �P/YiA� MOp Df RAISM, GUERRA s Assoc. eYA NGA OUNTY I S T R IC T es31 uncA AVE.., sulTf Iso T.C. Arrow Rte 1175 wo Int. - - -- _ - ---- ff ---- --__— - - — ENG IN SU V_,_1_ 0 - - - _.._. - _ _ - - -- - - - -- -- --- 90—W45-3 Rochester Ave. and Arrow Rte. SEE /GNT RANCHO CUCAMONGA, CA !1730 _. _ ----- .-------..----- - - _ _ --- _ _____ (7 1 987-�30i _ CD 114 D.0 CUC ONGA COU TY WATER DISTRICT SCALE WORK ORDER No. PUBLIC AND PRIVATE WATER IMPROVEMENT PLAN )m NO. ELE V.= 1158.4i _—____�__ _ � UAB ENGINEERING DEPARTMENT ^ M REV BY DESCRIPTION DATE APP'D DATE R C.E 29224 E. Guerra R.C.E. 29224 Exp. Date 964: SAN BERNARDINO ROAD, S / 4t0 RANCHO CUCAMONGA SPORTS COMPLEX e , 2 ,AMONGA, CA. 91730 ,s — SHT 3A OF S V 17141 9@7-259( --- - ------------ go. gf &SHOP GIUPHICS,ACCNNIESa �� — �� AEOADEA NO.A� DATE Q. N 00 O coX 0 ❑ O CONSTRUCTION NOTES CONSTRUCTION NOTES CURVE DATA SCHEDULE NO. RADIUS DELTA TAN. LENGTH O I �--- -9OID.42, ' 1�' Jv' I7" t/l.OS' .�9. /e' � t0 INSTALL M P.V.C. PIK, CLAN ISO 1 DR Is, PER A.w.w.A. C-SOD t l:.N.l..i Y. Mater main per C.C.Y.U. =TD. NU. 3U. (�__,� ?47.�O" GAO'/3� ,!•s" 0.4-P, Q. �' � I 6I INSTALL 9' P.V.C. PIK.CLAN ISD 1 SR la.PER L MEET CA OF L Install S• C.N.L.A Y. v■t!r mein per C.C.W.D. M. NO. 30. V 047.40' 03•ao, "" 40-41/, it INSTALL M SATE VALVE !RT ■ FLa 1 PER DETAIL SNE[T SOF S. �.J �,.�o' Off'/S, '!M 7.092 t Install 10• C.N.L.A Y. water Rain per C.C.Y.D. STD. N0. 30. U-- ib INSTALL e'D.I. CONNECTING PIECE 1 RT s FLG L r.97 414 f0 As' el" 67. �7' /JZ•40 r, i7 INSTALL 6' DA. CAP IRT L �'- list tap per C.C.Y.D. Standard NOS. 11 and 11A. 947400' 31"•/Z' f!" 4.3.ta" i1lio,s:1' ILS I 868 INSTALL S- D.I. 90' SEND. ( RT I a- install 10• gate valve w/by-pass per C.C.W.D. Std. N0. S. -48i.GnCA" J.!' /7' SS' q7.49' //9.S(i' t�-- loq.41' !l'/.�, w' d:f.!do' /idr.4T' � � is INSTALL ►.Coto THRWT SLOCK ►ER DETAIL Slrt[T S OF 8. �iO--- Install •• gat! valve per C.C.Y.D. STD. N0. A. tS3.so' ,P7' /s �~ /Solo' /`d,sv' O 7p INSTALL I IRRIGATION METER LATERAL CONNECTION TO MAIN LINE [ --• Install E• Sets Volvo ��?Ape �•�• /Qr �, /'/ /S, PER DETAIL sIIE[T 6 OF 8 . ^ g p•[ C.C.W.D. STD. N0. 4, -C (10}--- Install /• too. © 's/o.AO' /f"t/' 'f S"• ft,dI' APS. 7f' Q �-/ /D•.>tP' BID ALTERNATE •7a Q �/ Install t• x 6• tee. Pacr.ao' o/•ss' sal' ss/• /o.Q.t' 1 �. I Install i• - 45 degrees bond. Q-- 30�SID' *.!'Is' X0 7I' � n /Pl/to /Pie/120 f^,AC, Al At. /4 Install g• X i- welded reducer. /��- _q4q.ew• t✓'"' /d" -40.♦7• //!.sip I f.✓o �iAF a--- s/L. t r/' !7' .lar.so' N 89.44'37" E 1293.86' ao' / /if Install 10• X S• wlded reducer. 51.51 r_ - 1241.32 / 90 l mss. .>�" r(.fGd' 1r,0f, - - 6 -- Install fire hydrant assembly per C.C.Y.D. Standard No. 3. v O 11 Install 4 standard steel service and R.P. aSSeRbly for 4• (Domestic) Roto[ ror,.cb' Al'Ar d'/' N � E4!'cwur TO eewO 07 tl' P3iS' I � Z 1 CN ' -y I ti per C.C.Y.D. STD. DUG. NOS. 2A and 2S. t �--•- A04' r1' ,are civ a9" is tT' >o,"I I \ N install r gals. service and R.P. assembly for 2• (Domestic-Public) Rotor !4 !o�►sts' O/• /f' /!" ' // C. I PARKING LOT "F" �. N Ui1 r C.C.Y.D. STD. G. NOS. 2 and 2A. �y lol.�" !�'Jf' /0" 3.43' 1i.0l.t/.3.57' 1ff /'F Install 2• gals, service and R.P. assembly for 2• (Irrigation) motor L_ 'X► t9l.ai7' -ve5!'0!" e• / �b pet C.C.Y.D. STD. DWG. NUS. 2 and 2A. - C o� W , I o Install S• fire detector check valve with P.I.Y. and vault per C.C.W.D. STD. IO No. •. � � � 1 _ Tack veld all Joints within 90 foot frog end of water line on all curves and I from all angle points per C.C.Y.D. STD. DW:. 00. 9. Solid weld all Joints. throughout curves having less than 460 fast radians W O 4- (25 Zwith 40 feet lengths of pipe or 230 foot radius for 20 feet lengths of pipe. > 1 C Remove existing A.C. pavement in trench area. I i - 4 I 1I (��1� a-- - Remove sxlstlag fits hydrant assembly as directed by C.C.Y.D. . � i / Po / Install pressure reducing station, see Detail Sheet 1 of 4. ❑ d ,'VA 11 �- Install fir* hydrant assembly per C.C.Y.D. STD. NO. 3, modify and install f• VIA 3^ / f gets valve 3 feet from fire hydrant head. 'NG L0 J V� ♦ 11 install 4• Standard Steel water Rain. 'ARK v 0 Install 4• gets valve per CCWD. Std. No. N / qD� t install 4• - 51.3 degrees bond. N04 >y, a-- install 40 - 21.2 degrees bend. Install 4• - 12.8 degrees bend. ■ Install 4 51.6 degrees bond. t / X >` _ a 11 ' 43 Install 2• gals. steel water pipe. I 0 � Q-- Install 2 1/21 gals. steel pipe. _ tai j4r > 4f Install 2• blow-orf assembly per C.C.V.D. STD. DWG. N0. 6. 1 O Install 20 removable blow-off assembly per C.C.Y.D. STD. DW:. N0. Install 4- P.V.C. sleeve oder roadway as gemma on plan. � •� ,/i. � � I � �- Install l 1/4• r.V.C. , Schedule 40, mate[ pipe. Install 3/4• P.V.C. , Schedule 40, water pipe. WIDt, - C• S' a� -- Install ti•rw•gl• wall mounted Siamese com•ect/on with check valve 1� y Z (S•s Arhi t•c t's Plans). V �' 1 , Sf >C WO �O 1` Q ® I NIGTALL I�/Si 4 qkv srsai. PIPS- I ' q4 r�t< 29 Q< ss, � I •� - NvSA" r 4cratk . Saw -4".& 1t 4L'-,� INSTALL 10' : M TEE. ® tG q ELO o� 41I G nn� V n ; 1 ' �0 ��� r <<• II� BASEBALL FIELD - 3 .A'9 /D f X a ) s Out~ 40 sfs. [ /�� s v. J V W I s r W� Aiis cr J �► % o.. Z z� ( 0 �• h MKR \• � � E O CD co 7.d� etc. Ate_ � S L��f5.�d., ' 5 �• - ,00sw-- � y�• _< � 3�V► �� c' ? 13 � cOn VVQ 0w r------- PRNATE DOAESTIC � � U XQ. � �9S� ✓ Q I� I x k �" 31 27 , r%� r � s US '�1 E"_ 0LLJ h /o�Wlae C,a!'EMLI�r v C.L.W.O. I r f_f� ze z I 43 ti nth.. O = a- Z c� ---' PROPOSED RECLAIMED WA TERMAIN© ` 7� /) d � ' -- - - -� OF G z �� ole�a IJ G 5 S7 lG AD.M N.W. k E■■IE W Foe. 17.QLLJ z f, h P h r : Al-ca" 0 CDh kk .h �+k� 1� u� r y Z1 �leivnr c,s~/c R + k z Lij Iz n; FIRESERVIE � �PRIVAT jvP jr � O U -1 r r� .ccupALP - . (t)4pP� / _ -�t - �! --- _ a.4''t''4v T �ATERM r `bf J +-2, 1�� D ki ` �, Q $ I I s er `. /ter Z�fit.r I �t $ I ,I y� � �Q� �-�+► J P d� s vbr '� a t:p/. RESThJ`_WS l a� w T z t Q z "*i✓.irr avrrrm vice L z I _... ,c% ,'P•,Ad•.30"E � -. 0 PARTem=A'49 r �,�•�::, w sco�E SO•�"T�,4,C,C , r � � I / Q ❑ REVISIONS FOR CITY USE W&y (�+I' OF RA14CHO CUCAMONGA DATE DESCRIPTION APPROVED INITIAL DATE m G W -7-9n 1 AODso s" /.+r" s ✓KL �c �} I STREET C�iOMMUNITY SERVICES DEPARTMENT. PARKS DIVISION � ' }� I \•/ �• +R� i 9i iv PROJECT NAPE ATER/S[WE Z Salo-el- ZZ GRD t DRAIN RANCHO CUCAMONGA SPORTS COMPLEX W 0 Q I I TRAFFIC W MINNOWFINAL CHEGI( SHEET TITLE _ R/w N E CY a L1J MATCH LINE SEE SHE T _ AS CONST. APPA V D A VE W (� O � H r THEK PLANTS WERE-PREPARED BY:I FOR PRIVATE UDE /Z Q �� ■ DERJI SH, GUERRA A ABBOCIATES INITIAL DATE DAT IT v Ef MANAGER DATE - CITY EIKNK[R Z I l QVIL t�1ts DRAWN RMI AP► ovEo W Z � U I CHECKED 11/ 1 DATE / IL I OFFICIAL D/IEET OF Q CV- NAME DATE II _ J J .D.41d� L ICE NSI R C st DRAwNs4 IM. /431 ® a a • •6_q� ,� o �N�Ai�d, c GAilwtb w sl[,t r BENCH MARK PLANS PREPARED UNDER SUPERVISION OF F1i_[ DATE CI PLANNER Boat spike i washer DERAISH. GUERRA A ASSOCIATES. DATE APPROVED - Q DESIGNED BY DRAWN BY CHECKED BY BID ALTER T •7o p 4 - W D AWING No m Stamped S.B.Co. B.M. In south DERDISM, GUERRA S ASSOC. QVIL E''fGII'lEt;'tS BY __ __ _ U AMONGA OUNTY WATER D ISTRICT 90-W45-4 © � T.C. Arrow Rt* 1175 wo int. 8331 UTICA AVE., SU17T 130 - - -- ------ T.E.O. .Plr'.4.P0 %t!Q W RANCHO CUCAMONGA, CA 11730 ENGIN TNG SUP ISOR ----- ----- � � it; _ Rcchestar Ave. and Arrow Rt•. SEE R/GWT � t 4i 9s7.4� aM 11 M . ' CUCA1A GA COUNTY WATER DISTRICT SCALE WORK ORDER No. PU CD II4 ELEv.= tlse.al DANIEL E. MV*A BLIC AND PRIVATE WATER IMPROVEMENT PLAN p ENGINEERING DEPARTMENT 10e NO DATE BY REVISIONS APP'D DATE R.C.E. 29224 _ E. Govern R.T, 29224 Exp. Deu q,0111 1 9441 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730 �� � '!'�3 RANCHO CUCAMONGA SPORTS COMPLEX sHT. 4AoF S V 1714 ) 987-2591 40 DATE II 0%0 ism oRAPNICS/AC(;y�Rey REORDER NO.AMM i1 �o o� N 00 0 X 0 O cy-) Man! I 0 LOCATOK lit/IKE 4EASEICAL WOTE fy 1 � A Ciprer Wtra, It A-WA., Is +e bs lain an {sr a fhe (eclalme l Water Line, With CGrndn.ictinj Cannestians +., / the Valves enj Wrsrpd OrowiA Ile Irtafrh at )*It ��• � Fv Mice V S 6. e EQ see sClArEPLA UIL < � 'I t Q) f _ ' +t�lA. R�r Q 0 j 1s1,1shyl�c �) - Vllltf. I c -C ill 94 - o GeEt Valve Barr Asree+Lt 51+sN G1.nFw*}+ yt�,+lr Cc-2 D VALVE SIZE DIME�.Lslol.l 1"��• � ❑ �L�Z '40". .1. vol-it aft' A It >Sf.l ADDiTICIJ4i. fi z"" ise Mae" iN'4h IMR1g eN ' N d40GK 116V 473 � c�Itls.CT�aD � • Sf"c am A.K1. W A. FIwleo� 1211 rcanl.ernt lil a Coll •r Smaller TYPICAL 6EAe161C% S1.1Z1=4GE U • �s►Lre N� ifs-o or Approved OR -_._ _- .-- ------_-- - �n TYrLCAI. PQGFILF_ TYP1CdL bgi.3p Z • baurv4l_FalT A!_ _E PFS PLA")oTG a>� or VA L.v g N „c%Eer Main ` taol►A1s w,we„�far ac fuars,fWV uoT F s MNi�nlitVrli s►sde .�' Tltrilf� L'S1•ek Bd:ari 'r yr�ae:e N C� �a►-AK) _ 1) R+.�,dc Valve Sten Falens,..+s if G4rth to - = Iles SWUM �olitlamp T IL t1.ly CAJF O . \ _ 001 � li///Y VllVe Awl QKCItvIa d• Feist. Es:ttns,se+s fih11) hfs1�WlGi.i - - WspN' - V�Nt� ibpn- VN1r{ !Senn!- cart C� vJlve a.dy e.•�Lrn, to eve.w v. sf.l -Iwff. ,b. e+a . 0 u � i t�V/IvC? fo Me (aCa�ed .4J wcenE �o F {F�.+ � N � a � N � a ti♦r . � M • - _-- 11/nmewocr POssllpLe .Jsindf FLy x MJ Valvew. • • !� QJ C6iis��8r tb�ncrete Anc.W.r • a4 SF.eei in-M4ore,e� Bars Coated • Cbon�cre{t Shall ge placed • �• o. With Minn. Mot" f iUnA4e_fur,nr5 � C �" -� g > r PL 41J �_' fir cr a fo &furs �, Koppers Co. BA imasilc Ale. Valve Flange: Iia1ts,'Mj".(TIP.) L p 505 or Aff}��++w� dd ASUIVAr..e„h" osl�Y -ro . I• .� r Ep+.msd plan{ Ee,nferrcel Nims. TN SWU OOTfent E Ll t? CAP 0 N Q� N y e Valve w �? .c. Ar, hof^ Thrum Lack1 A SEC T IOhJ a , ` s vuce�_ Il u X (SIre Per Allam)) M X" R "X' a -f TWO ' C aeEc/a'+imc'v� K.G7tt�' ✓b"►i/I � f�- Q p lboze Service Shall be 40- io "':3Tr < dFkZ i U 4te Valvc r Dtta,i Above mater servic_' AFttr StraP I - shall LonForM l 1ro'k CeQ-0. •, O C!d dww. no. P, f --- CDAliilCfp� L al(f :I or Greater or o &rne9irliref Maker Service to colu�s/C WANT SEE I Meier Shall Con Farm to J ¢•claimed wafer servicer LdlC WAlfE ,nAsnE ' ' C.C.K/.D• std d nv f. nJo L� Q nvl�nune (site Per pins) MWO-�.) I Intal Sac_k_F,LL, dran�ltar V ❑ � Redd inq From trench f3 ode X ' Mar:er,al. LiJ < C/) „ :.INigNIII1W1 _ Hd�Irlch�ng J (� W JAAAES .Jouc ►.rY S COMPAj-171 ) LL Z Z Double 5l,tonc taronee S traf e7nd'' " � � �L 6rontc u�ft or AMrevav EQ.,.% 1�vT, o CD O � o.olp, W t" M044er connec4ion to a in lon o t + e67n -to 9inanoDet si1 P� $e (W W") s Los V O Lk Pro oseclFlo IZCCIalmeci Water lineGCe JtLiJ 1. The top of the reclsimsd water min pipe shall be a minimum of 4S' below the fiwiabed the following tolermees: O = z C. hlmriM tidaN; WarmLill Taw i. !roper care shall be used to ,cement dmmsge is bowdllmg. wing. once act V a street Grade unless indicated otherwise M the plans K directed otherwise y placing It. tape locator wire awl be sapper rico 12 A.M.Q., and Sal ha laid along lbs �-- Z CJS Cucamonga County Yater District. bit etrcle drilling + 1/16 inch t. The plastic werwiag tape shall be an inert plastic film specifically the pipe. Tes�ansquiidpmsnt satisfactory, to the District haprwMt•tiw PIP* appal ar.u.td the motor nstm at t0 (/') Z � bl that a spacing ± 1/32 lnuciu y top of the roetained ascan ! and M / prsvi y the eoatreccor. All pip. fitting., valves. and 2. Materials: formulated for prolonged urdergrwd use an/ shall be prepared with black intervals. I,water rice doll tie into rats" wlwe with osmdmeIft W "centricity of beth circle and other Pipeline materials shall M lowered Imtte the trowel i■ • m....r that printfat on a YeA.LpN fi•id having the words, •Csfi[fON• DM.7/111N1S9 MTM IM , me handled is • cementations. CIL Z \ fceisg with respect !s here 1/32 Inrcb nszfnwa prevensts Ia■age, Mad tha pipe Sal not ha dropped. dr A. !rC Pipe (col_er - PutrLt C. Ceakets SaRtl>• SAM'. the mdwtaa tbie•bnoss shall be t nNls ..d the overall width e[ � � the tape awl be 12 • for s• pipe and 6" for i• and smaller pipe. mannsr that will cause bruises. cracks. eau other d■nsge. Tiber rtwga fee pipe IS. A wive bet and soar Mall be !■stalled at each raslain■d uatar II= wlw in L- z joints shall be stared ani protested in a proper manor to ,reveal aseerdewee with the detail a■ ■berm M the plane. �J I. PVC pipe shall be manufactured in accordance with AWA C 900, and shell be � 1. Caskets for flanged joints shall be made of wwlr'stos-cempesltiM sheet dotsrlsratlM, z !. Msrmlwt Taw iamfaetusocs li. !! mormu! r. z the sires and pressure classes shown on the plans as manufactured by Johns packing. graphited M both sides. 1/16 larch thick. pe u; tape Mall V taatallsd 12 lmabaa d�ltvstly absw all esslaiamd Manville,end riPlltech, or approved equal . The pipe shall have g ab.t S. The comtracter shall take all necessary, precautions to pas amt the pipe fram meter rip". Lu bell cud er plain end with elastanmsrie gasket coupling. 2. Full-face type gaskets with pre-punched holes shall be used where both fIa es S. 19020 hyw Company, Inc. fleati due to voter enter! _ •g 1002. I a 33 Roel wag wag the tremas [rhe away awl shall g sum full PARTesseAare flat face. Ring gaskets extending to the laser edge o[ the belts may bo M a e. 332AN rastersiand re hoc any dpipe wire to tela cause; and ■ball, at bis own a maW 17. All pipe lime tooting and sterilization shall be !n sesead..me with Orsamenga V ��- 2. Notarial used to produce the pipe and couplings shall be meds from Class Med inhere a raised face flange is present. restore and replace the pipe b its specified ssmtdition and grant hetero away csrwty Intoe District Standard Ilpseitisatiome. IlsurnutM, Thi 77033 displacement occurs due to fleatitg. 12454-A or � v!rat n compounds •s defined in AST1l D 1794. with an established h'Itomue: (113) 913-0070 or (Soo) 231-6074 LJJ hydrostatic design basis rating of 4.000 psi for water at 13.4 F (23 C). 3. Rubber gaskets far pusb-M joints sball be mmadectuared in aecorlawee with sIOH i. !lees and compact a admtfaa of i lneh0o of im* wtsd sae/ toe the pipe base. AWA C111. b. Terra Tape, Division s[ Me[ twdm.tries �� 1� 1� _ 3. laying lengths shall we 20 feet with the mamwufacturer's optiM to supply up P. O. Dort 33310 7. btcavete ball halos at cant int u I ~ MIDI l Slit b1St random (mlwimla length 10 feet). D. Mlta� Outs, am/ Washers Nsustem. Tit 77233 joint pa"At proper saaembiy and impaction et ' the entice }lest. At>�/,R♦1� 0. � I�Itnr: (g00) 231-2417 � ! NYI '� Q 4. Rash pipe length shall bo marked shoving the rneminel pipe size and O.D. bane 1. Dolts and nuts for buried flanges shah! be Type :fid stainless steel conforming the AWA pressure class, and the AWA specification designation (AWA C9W to ASTM A 193. Grads MN far belts. and ASTH A 1%, Crede ON for acts. •. !int shell bo cut with a Special eutting tool sa nswmfaetunts/ y the slot Nanutacturt K s For potable ester application, the seal of the testier agency that verified wag Company equal. as approved y the District RepweeMtative. 2. provide one 3. 1w •11 eases warwiag tape ■rat M approved y Cucamswga Cstmuty Peter District Mnea pipe is out and is to be joined to a east-Fres tittiag or meatbor piece of (, Cs� the suitability of the asteria! for such service shell w included. (1) washer Eor each cert. Walter shall M of the same asteria! as prier to tnstallatlM. pipe the end shell be boo !w the field or shop to create a boo led and the wale. equal to werbasmabip to the ..shinned oafs of the pipe es furnished y the � C S. Ductile-Iron Mad Cray-lint Fittigm,s 3 IlzscutiM, � L1J aramdeetureT. Such enehiaiwg shall mac result IS umdereutting the moll �f' v p Z 3. The length of each bolt or stud shall ha such that between 1p inch and 3/R thickness and east be • oved the TOS p1� W= PIWAM IR: IN MY912 � 1. Ductile-iron and gray-crow fittings shall M manufactured in accordance with inch will project through the nut when drawn tight. approved by, tlmaemsmga county Yater District boloce z C o full body. Compact body fittings will not be permitted. A. General inst.11atlM. DaRBISB, cuaRRl � ,�ssOCLras lel' !� R R• Cate Valves 1. The contractor shall install all the pipe, closure seetiaws, Sittings, valva■ 9. All connects its o[ i UN rM /1� NlR'1 N� NIM 2. All fittings shall be cemenut-mortar limed in accordance with AWA C104. ng pe pipe, rimugs, eomtplirgs, and outings awl be elsaasl d � I. Cate valves shall be •Stockhwm• resilient wedge or approved equal . Cate and appurtenances shown including pips supporta, bolts. auto. gaskets, and before assembly. After bearing bas been obtalmad. couplings shell be assembled 3. All fittings shall be made with "push-on' or flanged joints, as shown on the .elves shall be Is accordance with AWA CSW std Cucamonga County Mater jointing materials. to • wrdsnlib Manner. The use of szces•!ve lurbriu:amt will not be permitted, Nils Y!: , Q Q Plans, and designed for use with the type of pipe to be joined unless noted District Standard Specifications. and the •saemily of the couplings and rings shall be in accordance with the v . ❑ 2. At all times when the work of Installing pips is net is progress, all openings maaufacturer's recommendations. Irtbrlcant and rubber rings shall be supplied M� �t 1 1'1j of wise. into the pipe and the ends of the pipe In the trenches or structure shall be by the pipe mandacturer. All fittings and valves shall have joints that m■teb 2. bird of valves shalt be flanged or push-en joints as show an the plan. kept tightly closed to prevent the entrance of animals and foreign asterials. the type of "Joining pipe. CITY OF RANCHO CUCAMONGA G `� 4. The exterior surfaces shall be coveted with a e eating asteria! re The contractor shell nsintai■ the !wails of the pipe clean, sanitary, and true IW W eenforrnee with ANSi A21.10 (AHYA C110). The coating shall ifs free from 3. cat. valve borates shoal! h» in accordance with the details .. .hewn eft the COMMUNITY SERVICES DEPARTMENT: PARKS DIYISIDN � Q � blisters and holes; shall adhere to the metal surface at all temperatures plana. from foreign materials umtil its acceptance by the District. 10. All fittings and valves shell be supported as that tbs pipe is met subjected to z < J encountered in the field; shall be smooth, not brittle when cold; and shall the weight e[ these arrmtsmzmess. ? �� W I Not become sticky when exposed to the sun. The coating shall be chocked by F. Thrust hock& and Amcb■re 3• The pipe sections shell be laid in the trewab to true sligrumwt,amd grade in �A1JGN0 C�ICAMah.ie,�A $F�tT`5 GoMPLEX W 3 ■ accordance with the drawings. Mere the grade is wet abeam, pipe shell have • 11. Concrete thrust blocks of the size Shansi on the detail pleas and so arecitie/ iN��viu,` W t manufacturer with a suitable electrical holiday detector. cover of ♦S inches, The pipe Rads Mall be approved by the cmam■aga County herein shall be provided at tbs lsostiM of all east-irM !ltti fIMM�pWA%1W4 ti.� W � Lv I. All Portland Cewnt shall be Type II. conforming to ASTM C-1S0. The concrete mgr. wlv■s. A O L1J S. The bell ends shall be compatible with the f p Mater District. and sad e[ 1im plugs. i1���Y tis onpe pipe ends so as to provide shall bo Class A20-C-2000. ,0!0 �` E C ` confinement of the rubber rings and event \ e ng pr damage to cls ends of the pipe. g. Installation 12. Imported Sand ■hall ha mood tee hlaMfilt within the pipe asas per details Shaun ! �. 2. Reinforcement shall to ASTf1 AdIS, Crede AO or i0. on the platys. ; ! 99 ': w Q m O i. The ring grooves and interior surfaces of the bell shall be smooth and free t. Trenching, bsekitlling W compacting awl be in asosedanse with the pipe v 0 from ridges, notches, or uneven surfaces. w 19114 �- ; V bedding detail es whom on the plans. ` ■ 13. Nsaual valves ■hall ha installed 1m a■oerr>mase with the details w ■barn on do Z W I. Unless otherwise Indicated on the drawings, all fittings with flanged ends ply \ Di►>! �, ,� •L7� �T shall comply with ANSi 516.1, "Cast Iron Pipe Flanges and Flanged Fittings. 2. Sacktill witbiw the pipe sews. including the pipe hese, ohall be imported Gam/ �'l CIVI` +,1,,,�� Cr IM W Class 125'. The basket surface shall have a serrated finish of approxlmstely placed am/ compacted to a relative density of 90 peresmt. >� �- M�- � Z � � � `` Of c1l III' bdti °rwca'c Q lfi serrations per inch, approximately 1/37-inch deep, with serrations in 3. Seekfill within the treasb sows shall bo sleet nstive sartb bask!!!! placed a wy'Teither • concentric or spiral petters. In addition, all flanges shall meet and compacted to a relative demoity of 90 percent. I♦31 Q ,..� ...1 DA!! � )RA�S Nes MQ d Q o Q c/� BENCH MARK c[D RSD AR Sr�rfi�/ DEtIl113 -Ar- PLANS PREPARED UNDER SUPERVISION OF tt( DERBISH, GUERRA dr ASSOCIATES, Inc. DATE APPROVED ��� DESIGNED BY DRAWN BY CHECKED 8Y BIDtTERNATE o UJ DRAWING No. m Q JCiViL ENGINEERS yv U AMONGAOUNTY ATER DISTRICT SEE RIGHT I 9331 1•11CA AVF., SUIT iso �S T.E.D. J.C. C.C.W.D. 90-W45-5 W CD � CV- RANCHO CUCAMONGA. CA 91730 PROPOSED RECLAIMED WATER LINE CD 114 (7141917-4306 pan CUC4 NGA COUNTY WATER DISTRICT SCALE WORK ORDER No -------- _ DETAIL SHEET lot ►�. , E N�INEERING GEF'ART MEN. Q 56 +1 SAN BERNARDIhv RiAD, CUCAMC%G.'. CA 417" REV DE SC R I PT 10 N DATE Ppb DATE - R E __ - Daniel E. Guerra R.C.E. 29224 Exp. D.� NOTED SS Man! (714) 987- 2591 - - - - _ RANCHO CUCAMONGA SPORTS COMPLEX SHT. b OF,5 ro, OIETERICN COST IIE011DER NO •7���, V RE0 RDDEni+0 AAspm6 CUPgEss ORDATE ' qQ • , 4 11 V N 00 I `''�• Q 0 r r X 0 1 0• ' r- , � ' Fd. �bC I 0 t 11 n3PV s�. 4/t (� f ; f _ _ — -- -- --- -- -- --- ,6 Nz- JAS GT- 6.e, de, 7F I .� L v S \ ALL J&uTs UJ TtTET rAv SUat.L �. ti `+ ALL JOsUlf, %I 5TVZ91 WIAJ AREA / - -- -- -- -- --- -- Lew Pry ;iW r �8�p a• Z A d y(;d � 0fE '.5et-ID 11/reL EV (t� „�� ,(. p SWALL tE Sct tO WULDIV A , i X TEE rd t-y. wEsT g c %k?4 e j�t•� �� �F'' •�D� C It LT AP 1o'x j?7FE �� � [ f 0 \ i 6 6.t/ >✓772.rv6 re•.� M,w est' \ PuPos En s V.v c. l �O • p __ - - ¢rCt.A1 tNtA PIAT E R-- 5ouTU �- CL tree r;4 E,�d7 - — - O Y �1 E F(A1- � o��.l � I 1 < Q) T� I ► t— 3 s, u _ - we T w i o � � •-� .� � � � k� '� 1 I � � � ° �b ° •� p � ,��' � ••tea• � 00 iNt/ ' 90 `''��ye W N ♦ I I V�� 1 Q 0 O �'tY til ��f o ^Iri N \, t► I o 1t b Z f\ Ilk D 1. 0 LAY to v/Art,� Md'u FutT- N .r�. �� •� � Ot Y u it 27_s5"BE V ° 1%tlCE }1YDRAIJY LATERAL-I od�"4q,29 ,!� ,�. ; R 2 �aN oEs I�s►� E- v�lEsr. v ? / 0. �✓i/ Vs .ge SraUvAeo STEEL �eQ�ttt�Eo FIM "\/VQALJT LA V-AL- I10 �q.Do fZ0FILE SCALA,-*: —-- -- J Vw. t'• 4' I. SeUD wEL-0 ACJ- So(o r-6 wxnit#4 sTvmrr Rte/ O �xePossa �'Y 3--�� I 3'U p"ILE L6S O ,e c.d. gc rA-t. I•r 10 On ' f � f'�1 ,,�gl T 1'•4' L WATM Nei N 43 �- - 7S- K L57EV- AVr- (tel A. w✓. r IRs:� _-.� -Q - ---. � - - /l - - �' � �./ . �+ r O1♦- ' p --- ._�J '�a� I 5 ALL JotNTS IW sverEy EIVI ASIA f • f KERTT 1 4 tv xv.; r. - 411 Q[� ti; t� �' S L S ALL JOKIIS IQ ST[EET R/W AREA L '� wEL-PSv e4lw 17 /A'_ r o 01 Ilk Ix s t ti• ..LL t mon Nlr lr-f- SER\/IGE LASPAL- Ilot7 Z4 NY'VRAKtr LATer-AL- - I13x•84. 60 STAIJDAQD 5 EL _ 1'E aeeo . Q Amor r&m wvmr &,&,,rr S M"Vq eD STEEL, VE oir-r-o- SHEET 17171 GtoiYIA/4 vEnd�c OWNER Dry�I Lc. ,Crt,4. AYTSW � T= Acrew It�wr KwrArc arei� AaeAI ,[ocITL tl1ATLR dMay _ ARCHrCtCT f L4 OWNER ARCHMrr Q•P.L . Rp �T T1= - C.POSS/.G(� L1ETi0/G oW • �t.Q�I. �fALPJdD c�k'Ai1ldA�,I DATE -MIN 1 DRAP�'3YAN - 1 DRA!'CSYAN c„y rrc o PROJECT Tf17,8 RN�QdEER �•—L_ -/ � ?1111 [.O�ck' C1oNSs�us �r�+�s pig o�n� ��tcc. ��t�_ DATE E.s�'E,P ,4v�, ivgrat uTicisy s amUf "IJ-CAO C&CAW04W DATR 944/!1[ AR�-r w-r.t.E irIMIS- - .. � � DRA"SW Q 9 PROJECT Tmx lamas Z tar ENCII'im D.A.i A• A10 CdG4tM�c/4�4 ,P ,c/C.��o cY/C MO,v DATE _ - L_ U SH�1' NO. I5 �Rii' N0.- IS-Z �[r3- to.NPo x ARCE{1TEC'f �/.pr. I z� 9t > W_ JOB No. 89 ��oo PROJRCT TIT11 s�ir� Co�X RNCIriERR •��.3�. s><tat N0.r5-b �, A �•� •- PROJiCt I = ENGRMU 40'9- � � �ItST NO. /$I Z O JOB NO. �-793 ao JOB Np. d9=7�3.Gd JOB NO. �l-793.A� � GR�I"S'PDC MM ALTO • PlAMME A1tLWM"M • 400 4dso bad. outto 204 lrnloo eWf. KM (714) 790-0790FLYD o -q CRWIAS PDC AO�t ALM • PWINSR.1 ARCit111I,'� 011�tQlb • 4010 teq.o M•A.�Doth !04 tnlao ouMf. UM-(714) 790-1790 CIt1i11As•PDC•10�t•AL1D • Pt�lOfllZD•ABLlOf 1t'IB•Olmfmd • M10 M.o 1hl•twlto 004.1teYO o.1H. UM-(7 tt) 71h0710 fa1QLAa•tl#C•BOOiR•AI.R1 • MwI1NlQtS ARnIR1oCt'S 1010fNtOlS • INO lvfno bhL.wdb 204 irvi.o mlf. - 0` It, 714 '190 0790 u- DETAILA DETAIL B DETAIL " " DETAIL "D" ❑ x . W < C/) Vw Cl. Z Z o U O w V u C) v, Lv- v Q Ce o LLJ O = z V a- Z cn w at w LL. Z o CD >- w t� w U Q REVISIONS w -DATZ DESCRIPTION z It 3� 93 -eeNSiTa � �Qr a Z D�rAI�5 CL 0v t cn o w THM PLANS WIRE PRZPARED BY: POR PRIVATE U33 V J 1 DERBISH, CUERRA & ASSOCIATES DMAI. DATE Q 8331 VTICI ArIMlL SV778 150 JUNCRO CUC1 CL //7jo DRAM ("t) iv-4m vG h' Lv � w NAla DATE ELu umn Mon CITY O = o F RANCHO CUCAMONGA U COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION J U PROJECT NAI[E RANCHO CUCAMONGA SPORTS COMPLEX a- slit Tft'Ia Q • ru 31OaT — OP Jot No. 0 DRA>fIING Ko. ��7� uw BISHOP OgAPHICSIACCUPNESS AEOIWEA No Amm DATE ' /� IAI n t ` i 1 V a,y Thr • P I (^-0 V MN W MO _ / 1 X 0 Is❑ 0 CY) 11 n^' V I MO '`A\/ <<<I 41( C 1 _ o O I —C o � � _A4 1%*T* 1 S 4� ANC TCAMO !, t GA SPORTS CO ,\. I., PLEX N Z 0 � d 0_ Wl 0 N L C— L O O � U NOTES C •-, 1. All &.were shall be constructed in accordance with the ❑ Cucamonga County Yater District Standards and s.✓ . , Specifications. 2. Contractor shall return a legible and cleave set of "As- 0 built" drawings to the *=&0Ionga County Yater District and CV the city of Rancho Cucamonga.• O 3. All sewer lines &hall V.C.Y. (Vitrified Clay Pipe) and l shall conform to the specifications of the Cucamsnga c Yater District. S1 for V.C.P. v) N Slope shall M 0.41< or greater. I, 4. Any contractor performing work on this project shall r / � � El's; liarize f with ite and ll o'14 � responsible for anly ddamagehto&exist ng facilitiessolely resulti rxy 9- ; ,' , ���� directly or indirectly from his operations, whether or wet I „ Jf ItM� such facilities are shown an these plans. 1 _ rporm LL - BLVD, S. All lateral connections shall be coawected to the main line by wens of a vye connection unless Hated O otherwise. Q { 6. A permit will be required frog the City of Rambo Cucsmswga o �� y y t C ; L�CA�1 OK :Z' / right-of-way. Department prior to any construction within street j� � w shty Q -> 7. Contractor shall have his engineer verify manhole elevations prior to pavement of streets to allow for changes in Z •• O construction of the manhole, if necessary. Ce Any changes/"'• I 1 , / nK results in a c barge of manhol• depth or O q ARR^w changes concerning sewer construction shall be reported to LL. O` the Cucamonga County Yater District. � �I Ji '�•, !. �kwter valves shall be rewired oa all service laterals J fI which connect to the District's sewer system iii-accordance Q ❑ I ! with Standard Specifications. Section 16, Pg. S16-1 V ' Provisions 16 O1 of the Cucamonga County Yater District. X ,fir ,,✓il W + ,/� 10. Sand bedding and sand backf ill in pipe sone is required C� I W r V 1 � unless native material is suitable as determined by the District. J V W ' ( / 11. Contractor is responsible for seeuri Z Z �I.r.�1A4►' ,�/lE" l� 1 � pons ug from the Cucamonga Ar R sir' R. R. County (( yYitopsStandard rSpecifications O Q0 for the wstallatioaOf the proposedsowers system. C1) 12. Separation between water mains said sanitary sewer limes O wNDEX MAP shall conform to the State of California Illwvi rowmental Health Code, Title 22, Section 6463o-c. 013. Contractor shall notify tM Ceanga County Yater District At least two days prior to start of construction. VICINITYMAP 14• Approval of this plan by the Cucamonga County Yater District ~ O LLJ (I and the City of Rancho Cucamonga does not constitute a DC = Z representation of the accuracy or the existence of any O underground facility. V s 1S. Grease interceptors are required for the proper handling of C- Z CJS liquid wast• containing grease, sand and/or non-domestic V) 01 solids. An approved type interceptor shall be installed top[ W comply with Cucamonga County Yater District Standard 16-02, z 16. Sewer contractor shall be responsible for providing and u- ONSTRUCTION NOTES QUANTITIES APPROVED BY� installing -.,,bele channel guard. in all sewer systems %a o (D la-tf-..QF,g directed by the District. Z Uj NOTES- All S+raeta +-. 6e Pr�vaFw RT eme� � • 1. TRENCH WIDTH SMALL BE CONTROLLED a �I Construct 8" V.C.P. sewer. V C 6 :,vel L.F. To TOP of PIPE ZONE. S: TRENCH OE►TMS Of NEATER THAN I' / \ t O Construct 6" V.C.P. sewer. at L.F ></4� I $Loft SMALL MAY[ ADEQUATE SNORING. 1,/4:1 SLOPE REVISIONS FM cffy rrS ► v OR SEATER i C-AW 11M "Iff ALL TRIDOCFES Lai S SEATER DATE DE9CIrT10N ppro11ED HTML DATE L1_J 3 Construct 4" V.C.P. sewer lateral per C.C.W.D. Std. IS. R THAN 000W �� P" CITY �� ON L.F.LANOWT /Z-I- � � � �,�- STRUT = E 90161101111119016110111111J HX�MM $TO ODMS. IM! AKGIMTE SMDRIM O Construct sewer clean-out per C.C.W.D. Std. 21. EA. �Ilo `��OOSMACTEO `—CONMCTEO • TRAPM 0 Construct sewer manhole per C.C.W.D. Std. 18. f EA. BAaIFIu— — BACRFIII�—�� pB�1Al Cel • 01111, �� CJS 6 Construct 6" sewer lateral per C.C.W.D. Std. 15. 1J L.F. GRANULAR DEODIIN MtivAre NMOINsat•s NdlIce ro eoM�tTRAcrows AS CST. i`' CV- FROM SELECT TRENCH , � LL T Construct fewer manhole over existing 10" sewer main per t EA. Mit MATERIAL. .C. .D. Std. 18. The existence and location of any underground utility pipe or TrE9E PLANK VNM PVWJ% KD BY: PM pravo [ um o Z structures shown on this plan are obtained by a search of ;� �T� p Z available records. To the best of our knowledge there are no ell� QGFESS�O`7 i �IA L Afi�i�ATE= _ 8 Construct underground utility support per C.C.W.D. Std. 32. : EA• .w IY �� HBe �� GtNS� � N10& DItAtNw f■ N – G*MIN.. existing utilities except as shown on these plans. The contractor E. E g _ S•MAx: is required to take due precautionary measures to protect tM \�'� B�/�► AIrM1'ds&& Cei�M 11 9 Construct fewer backflow valve and manhole per C.C.W.D. Std. / EA. MIIJutilities shown and any other lines or structures not shown on t, 9 N W 25 t 26. ■■ these plane. `a p A z� ta!!!� 1 e ~ O~ Ins r. � 292U ' �� ❑ Construct 8" V.C.P. flub. I All contractors and subcontractors performing work shown on or EA. s related to these plans shall conduct their operations so that all = employees are provided a safe place to work and the public is � CITY OF RANCHO CUCAMONGA Construct concrete collar per City of Rancho Cucamonga Std. I � ` protected. All contractors and subcontractors shall L I, � LLIJ EA. °amply with �I CIYIf` �la� COMMUNITY � 512 Sheet 3 Of 3, the •Occupational safety and Mealth Regulation" of the U.S. OMMU SERVICES DEPARTMENT: PARKS DIVISION � � > Department of Labor, and with the State of California Department Q 1? SEWER OR WATERER MAIN C�Eruak a*O eve, (ape f;) DQI►Jluyv ak Fo61TAIQ O00,41" LATERAL. m2Z5 L.F. _ �" of Industrial Relations' "Construction safety orders." 001110=7 MAS N —j FoyUTAIN DtZA11.I LATE¢AL peR aG'S' 1 PIPE SIHIGRAOE INHMST URBE O nq The civil ei n•or shall not be responsible in any way for the s NATIVE MATERIAL SHAPED TO SAMULAR BEODING FROM SELECTED contractors' and subcontractors' compliance with the "Occ 0.0.vN.D• &4j IS. Z'*0 1.F ACCOMODATE BOTTOM OF PIPE. TRENCH Supational PRIVATE ENGINEERING NOTE GwlET TNTLA DE MATERIAL safety and Health Regulations" of the U. Department o[ Labor or NOTE with the State of California Department of Industrial Relations* CONSTRUCTIOM C0141TRA'TOR ASTAW T}Y►T M 11Rif1 W ACCORpeMM T 0 CONTRACTOR ons "Construct ion safety orders." GENO VA.LY ACCOM oowgTlwe,pM p%AL•n= OpN�%IN U) coNT11IR M11I fru BE NalxMM To ASSN So1A Me oohopk E O Contractor further agrees that M shall Mums sole and complete NNWLlry I'yI '� WN OLB>� 11Eaw W C, THE QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER SOLELY �, �, responsibility for job sit• conditions during the tours• of Of KJ�Ii Alp PIIOPMN OF THE 111�T l=i sICLi1DM SII M OF AL1 s FOR THE CITY OF RANCHO HE CONTRA •HTE CONPACTION SMALL S 90% WALL construction of this project, including safety of all persons and � S IMM Eat. Q REDEVELOPMENT AGENCY. THE CONTRACTOR IS HEREBY NOTIFIED ZOKS UNLESS OTNERIIISE SPECIFIED. propertyl that this requirement shall apply oontin,wusly and not TO APPLY C0011PRIOI LY A09D AM r UMM 10 WORHI M TO PROVIDE THE AGENCY WITH A BIO "Sao E Nlf OWN W limited to normal working horst and that the contractor shall` AND ��� ' LlOID AGIM COST M U OET[AMMi1AT10M Of QUANTITIES AND A COM►LETE JOB. TO NCM STABILITYM-61111KOINKI H:aNS. defend, indemnify and hold the owner and the II'0i'�"4ry Me � ex�NOM pownwow Till"► PRI ANY � engineer neer i harmless ens AND ,ILL L�Ii.M. REAL OR ALlMM. M CONSEC1fICw W►, SHWT OF from any and all liability, real or alleged, i n earnest i en with P'tW�E OF �, 0" We PICT. O�1Nt uft1' fTa ewe the performance of work on this project, •xcapting for liability CUCAMONGA COUNTY WATER Of STRICT TYNCAL TRENCH SECTION arising from the sole y AMM FROM ?W SMA MSSLJSDjM Cr O!>1NSp N1DPR�W*&. /y3/D • /L-7-AO / / �(tv/t!O dAIlj.7.� negligence o[ the owner or the engineer. AIPwOIII� _ L �% c... / Gn' BENCH MARK PLANS PREPARED UNDER SUPERVISION OF 011ANNIi HIO. UJ c Q DERBISH. GUF.RRA k ASSOCIATES. DATE APPROVED DESIGNED BY DRAWN BY CHECKED BY , W - Boat Spike t wofhsr - - -� DRAWING No. � � � Stamped S.Rt o. B.M. in South CIVIL E1Mf,QrEERS U AMONGA COUNTY WATER DISTRICT `�-5 —� ® =1 Rl4rIT 1331 UTICA AVE., SU17T ISO BY 1^f� �•�•/Id0 - W T.C. Arrow Rte 1175 wo int. RANCHO CUCANIONGA, CA !1730 ENG ERING SUPER R Rochester Ave. and Arrow Rte. -" CQ ��� •� n -- ELEV.= 1158.41 (714M;7-=4306 pate CUCA A COU Y WATE DISTRICT SCALE WORK ORDER Ns. SEWER IMPROVEMENT PIAN •�. �J ENGINEERING DEPARTMENT sof NO. 1&02,1 GATE BY REVISIONS APP'D DATE R.C.E. E. Guem R-C.E. 29 4 Exp.Date •9641 SAN BERNANDIINO ROAD.-CUCANONBA, CA. 91730 /�. ,,, RANCHO CUCAMONGA SPORTS COMPLEX 14) 987-2591 FHT I OF 4 e+s►,oP aRAvxcs�Accw�ss 4 1 No Asl 11EOIIOEII DATE i `E f N 00 O I B X 0 i - i O (y) { _ + t i ♦ _. 1 1 l y +-- - 1 - ' - -. _ _ _ l --1- t - ' - -- - } - — 1 \ I - I i I I ; 1 t 3► '0 ` • i ' 111 ' f i i t f i t t -+ --t '. '�� 1 t T "�" 4— } # + - - - = -�- - - } - - -} r — : 4-- 4 t- � : • " � `'.2 0 _ : . ' ,� C, �� _ ._ J � _ _ :. _ } _ ! � � _ 1 � i i i ' 1 i # 1 1 1 i 1 � 1 i i i � ` 1 i i t ' 1 r -} { -t - - t- i - -; - r- t - I — c -� t { j •-- ' i 1 }- T 1 'Q C 1 t 1 r 1 f i r } - 't - --- - - -- - _4 - t -4­ + F t ► r t ! f i f ' ' I 1 , . ! • • � + ! 1 � • � / f I � 1 t Y -+ -� ; T � -r- '� i Y a + + 1 j T � ❑ . . : _ _ ! � � ' i I ' ' ' I ' ; ! � i i ; } ; t } � " i I I i 1 ' ; � ' � i I 1 r + - : N �l *- 1 i ( ; t N • - - - - - i � i 1 1 i r d, i I I , NN i --,-- orr ��+ 1 � � 1 i" I 1 1 1 i i i l '` ( l I - wwr- , I ' + 1 . T S - • T._ i -rt 1-_{" -t- - -1--+ - 1 -�- - rt - - 7 - -1 +--1 - T -•-�- 1 -� - --� * t-_ � �-- 1 + + T Z 1 1 1 / ! t i 1 •�—+ .� i -r_ I--.� { 1 ! S i t 1 1 i 1 i •. _i_ i. i - - , - - , t � I i � _� Fes' _+ r....� -� 1—�— -�---�! .� r� �.� 1T .y.-.1 � : ,�, � , I ; � ❑ - - - - — - - - - - - — -- - -- - - i 1 1 I i j 4 71 1 1 L 1 1 } S 1 1 � 1 t 1 ' � t T l � -T- i -1 ~ � �T-` 1 rt CN 4 4- 7- 7 - Y + - t + 0C Awsis } 1 1 , � : ♦ T �L- - � y _ Y � _ L - ♦ _-T _ _. '-t-.- __•._-.T---..-r _."+ � 1 - _ _;---i -_� _ _ _- �'- _-_ -- _, __ '� _1_. l __ - - _ _-�- -- _ _- _ __. _-'�._ -_ _ - , _ _ _ - -.- _ _-�. - _.�- L � _ 1 t i T } +- . T -« . -- - - - - - - + - - - -'- - - -- - -. - - y- - - - - - - - -- - - -l-- -- -� -- - --+--- -:--�- .-�._ -- --1-- - - -- ---Tf i .- - -T11 -- -- ---Tj{j 1T - - IT - ---t- --- - --} - - i r - t ! t" 1 a fi Tt t• �- t { ~ + 1 t 1 -t -- - - - -- - - - rt- - - :- -- - 1-- 1--- 0 --t- + -j-- ; � I --+ ' ;- �-- -�- --f , �- i- - - --- -� + t T i 7 T ?--+ -+ - T - t -+ - 1-- ` I 1 Z2�ftt + t 1 --- - - - - - - - •--- - - - -- - - ` T - ' ; - --f- - - -� - - - — } _ � _ ; 1 , 1 l -� 1 - - i - r s L 1 1 - ' Zt / I 1f �� 1 I Q u ( 1 1 ! 1 1 t t ! 1 /S t ITT- 1 1 1 ( I Z "' 110+00 111+00 112*00 113+00 114+00 I I S 00 I t 6.00 IIT 00 Ila*00 °C 0 J O «?.I/1•P.4CTO.P Tl7 YE.PiFY E,1`'/.fr t� 4 Q HGsAr '�c�w N� iy�frr�J .SYO.�E e�Evor�.Ks' — I V! � J iGS�P r0 .s'lgiPT Of �YW.s'1.rGC"TiG+V J j. Q -- � SEE s�EET,� i4�f/O �/Ol/�/� E�✓G/iv�f�E�P OF.4NY ❑ X w CONSTRUCTION NOTES f��C/✓a V Z l��s R NSD O CD I � 1 Construct 8" V.C. P. sewer. W G�,/VA � sai6 p Q o C2 Construct 6" V.C.P. sewer. I S /s� / v O � /ELO C Construct 4" V.C.P. sewer lateral per C.C.W.U. Std. 15. N O 1 W CConstruct sewer clean-out per C.C.W.D. Std. ll . > ^V I ~ O 11� ur. oC = �— { Ir"� �! C5 Construct sewer manhole per C.C.W.U. Std. 18. O Z s f rpt .o.P/�,4TE .SE/lr2r.P Gnf�la�L� S'1 ' �y fO.rls tiv� t ��a�.....IN. n- Z C/) • I yMQ�pFESS/,,,yz za�'fls bO Ctowowtstrtkt i" sower lateral dor C.C.W D. Std. 13. 1■�r 11 �,O F SY.SlE�I-J I, �� E Q c � l� Construct sewer manhole over existing 1U sewer "in per � � � � `� OL W l l�� C.C.W.D. Std. 18. AOQ Me. 21224 �� u., z JAI �p1ATAtq La� � © B Construe, w4er owd 01111 s ort or C.C.W.D. Std. 32. Q r r wr r I A0 '� O 0 W z lr s �_" SCALE ��jE CIV1� ��rr >- w Df ■ C 9 Coastr,,ct sowor b4mNlow valve and tnMAolo per C.C.WJ). Std. t3 i t6. /'�'s�' PARTmmmA F- V U) I t o cor,struet s- V.C.P. ,hr- O R E V I S I O N S •o�CITY USE ONLY U 1 13 Ci+stfr.rsf 4" � P.ue LsoR ) DrarrG Frw�►ARrn a'wn n� DATE oESCRIPT10" s►�wovEo "TIAL DATE FW— .Qit/�/�fa.L .S�ELrE.P I tailar l Jar• 040 wi-P 49A is. '� W � �i.7 s �o�.� �CotiTE 1k a �o�co.oe .�o�.rEsrr.� �rE. • wMTER=EN1ER Aj cxo • tyu►M+ J, tf/QEA O�T.�'.S 430QCE.qP .t' Drag, l.a4■r+s `,urrt Q I -IC•41 /0�1/ ,yic,�.a1Pt-ssvFt� C ( tlo�,4r�ov �,vr,P,oCrr�,P '"'ft c►.EaA ■ Cos' L/�vE V ►{, t isyto%O?.S'lslis= �s Jf CONST. 1� Lij JTEG'•1"/iv�YACE. G Q� \ . S II`l�.P C�✓ST THESE PLANS WERE PREPARED BY: FO�t►RrvATE USE �. o Z All Q I 1 am ItrwSiHirG RIR�oA c�ANsEss onww »�rT 001 / V i tntN wt.osM C►OM0 t b `'1k, MT4 1 • ❑ • ITY OF RANCHO CUCAMONGA w — 4 �� — — — — — — — — — — — — — — — — — — —� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION __j - j \ PROACT NAME A".C.A3. dmrox damm4mX�, 54"tRx�fj , k� ��� ' SHEET TITLE QLij — - - - - - - - - — — — — — — =HT1-- - _—_ �\ / o Q O — — — — — — — — — — — — — — — — — — Ems; -- • --- �-�•• - - --- ap DATE a (� r 0"'�'✓ ARROW ROUTE ,�o- �,� ; 1 � � SMAN DTE 0 MvEMG�EtrA S ) f A r7�G p i1 I , j DATE OFF0AL !►,EET Or � (Z ��✓ �i � �- —CITYORAtwtNG N�' c,••+�o �/.-1A1• T. ��rrb w Ji•�+ � � DATE ►L AME1t c cn BENCH MARK PLANS PREPARED UNDER SUPERVISION OF DATE APPROVED DESIGNED BY DRAWN BY CHECKED BY DRAWING No W Q f Boat spike t Masher DERBISH• GUERRA A ASSOCIATES E ' —1 O's"':k � Stamped S.B.Co. B.M. in south i33 CIVIL ENGINEERS BY �Ev �« C��o U AMONGA COUNTY WATER DISTRICT �, ,� L 7.C. Arrow Rte 1175 wo int" .5t'FE eEVAIl 1 UTICA AVE., SUITE 150 cNG ERING SUP 1SOR ® r (n RANCHO CU AMONGA• CA 9173,) - RANCHO CUCAMONGA SPORTS COMPLEX v Rochester Ave. and Arrow Rte. (7i )997-4306 Dote ' CUCA WGA COUNTY W ER DISTRICT SCALE WORK ORDER No. E�EV.= 1158.41 — ENGINEERING DEPARTMENT. PUBLIC SEWER IMPROVEMENT PLAN ,oe No. ",'Iq3 9941 9" BERNARDIWO ROAD. CUCAMONGA. CA. 91730 i~=�p � FROM ARROW RTE. AND ROCHESTER AVE-WEST SHT 2 OF4 - DATE BY REVISIONS APPD DATE R.C.E. Don •I E. Guerra R.C.E. 25229 Exp. Dace 17141 997-2591 O F TNORTH O FEET ON-SITE. 7F 42 aS"OP cuA,,P►«a, ,)ATE REORDER NO.AIWISON EAST FILE COQO M%""F CJK EFH 24 ­__• - . rN^,clic L. - i_ •L.__ . MOW ZpZ 6� gl10n c 7 m m N N I 11 ____ .. ...t....{._. .. .. .. .. _. .. .. .. ' .. .. .. .. .. .. ...-.---..-- .--. ....t-..--... -... .. I. I sall I ;. .,. .I. f. � _ _». ... .. -. -_ _ .. � r > Q . .. .. ... .... ... I .. .. .. .. .. .. .. ._ ._ .. ._ . . - -- - .. 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Zm n (� �� .� - , : .. ...�.... .. . 1. .. . '�' PR •H .l♦ i4 ! ♦♦ aH -TiO WJ6 4+*47 .. ..... �•g v R1 rt ♦ ♦. ♦♦ ♦♦• ♦♦ ♦H •• •• .4 JJ — lig , • • ♦• ♦ ♦ N 1 30 KI♦ 1 Q �Jhlhiiiit 11 1 1 1 444 •sb'' IIS II II. �'I� i. '' „ .. . ♦. ..{ l .6pq 1 4 44 44 444 + I , 0 k SHEET TME iG S P• O R T S COMPLEX NO. ISSUED FOR DATE by APP NORTH PORTION ���o�-}� bre-,a,��i r�c s • . 4 n� - - �Y ITECT CITY OF RANCHO CUCAMONGA , CALIFORNIA • \ � cw•o. o+crr�x ARCHowHElt o � � GRILLIAS • PIRC • ROSIER • ALVES o PLANNERS • ARCHITECTS • ENGINEERS • INTERIOR DESIGNERS a 4940 Irvine boulevard suite 204 • Irvine, callfornla 92720 o telephone (7� 4) 730 - 9730 o fax (7 � 4) 730 - 8296 � - CT CV 00 0 M x 0 CY) 0. 0 M GENERAL NOTESNERAL NOTES (CONT.) 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIF;CATiONS DATED JANUARY, 1988, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. C CASE THE SPECIAL PROVISIONS. C 7• VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL • SECTION •� 10 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI EXCEPT AS SHOWN. Q OF DOUBLE YELLOW LINE W � ATIONS TRAFFIC MANU�?L. MAINTENANCE MANUAL.. AND STANDARD SPECIFICATIONS. CONFORM � . ~ OR MEDIAN CURB FACE C— Q • - — __— ________ __ __ PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE QALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS � "P" CA&.-/ LEFT TURN LANE 3. PAINTING PROCEDURES FOR STRIPING PER STANDAR (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER `- D SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL 0 SIDEWALK ' � 0' 15' WORKS CONSTRUCTION, 1988 EDITION. 10' o - IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. PLAN SECTION " V) 4• LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL 0 o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 41 CN 8"WHITE TURNING LANE LINE SUBSTRUCTURE CWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. N r*-- COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- Z CV 2' THRU LANE g STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTORUTILITY COMPANIES PHONE NUMBERS SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. r . 0— 10' zo a ARE NOT SHOWN ON THESE PUNS. (CONTACT MIKE BEARD) 714) 947-8227 fl L_ CASE �2 SOUTHERN CALIFORNIA GAS CO. 800) 422-4133 0_ 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. (800) 422-4133 SECTION "� " CAB 10 4" LANE LINE ;.� TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133 p U _� LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 J AL, THRU LANE w (WATER AND SEWER) P" CA Z UNDERGROUND SERVICE ALERT (800) 422-4133 � C SIDEWALK 10, PLAN SECTION co O 0 4 LANE LINE OR 8"-,,,P O CjRP TURNING LANE LINE 3 �1 0 EXIST. C do G N I- CV cr THRU OR RIGHT 10' E.C.R. � TURN JANE N CASE 3 2' ti � "P" CAB C� >< .,AB SECTfON 5' cn O �jY 8 UC - 6 LC 3111 SIDEWALK � ST TOP OF CURS FACE 1 ¢ � j � '" 2 � —C • ��VAIES � • G �-�- 7h 10 1 4007--- -+ -"B" 4 �---� L PLAN SECTION • -8 o m < C _J " P" _ ^ n A • Z ND LOOP DETr l'-TCR PLACPENT FOSE LOCATION CODE I. I.S.N.S. LEGEND DETAIL °G 0 O1`1 T n PA's L REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) TO ADVANCE DETECTORS J V 0 X WCW < C/0 V _V P�� PLANS FOR THE. 2 OZ CONSTRUCTION O LU SIGNALS AND SAFETY LIGHTING-NNOTICE - - O N UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. IT SHALL BE THE CONTRACTOR'S to V Q (2 �•2, SOLE RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY COMPANIES, AND TO EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. ~ TO I..S.N.S. (2 #12) 48 HOURS PRIOR TO BEGINNING CONSTRUCTION CONTACT USA (UNDERGROUND SERVICE ALERT) AT 1 –800-422-4133. O ~ ROCHESTER AVENUE z TES' Sw rCM + O V • ! T CL z CCN ACTOR CV- AT L, < � Uj ad W !� w TYa� I a�OT Jr R!CU_ROUTE PARTiiiiiiiiiiiiiii�A 0 0 0 z C IVi z JACK BENNY DRJ DAY CREEK BCESS 9,09�0 FOR REVISION ONLYLli Cv0 S. PR A — C/-) PTON PFJNGI & OOCIAN �' U STADIUM PARKWAY No. 16828 • aurnc m UMo MIN nLLJ 125 AMP METER P.E.U. W VMsl�w �� �t 1�alMIL ' �� SAFETY SOCKET at EXP. 6/30/93 ' A"N U SOCKET OPCA VICINITY MAP � - '�'" a A` � '�' °� TEST W BLOCKS REMOVE-NO Z ocMLvc ONNEC' SHEET INDEX z ,C I © REV. EAST SIDE E.P. , POLES, CONDUITS ETCW .47LN CONNECT CONNECT � No. REVISION APPR. DATE � 1 . Title Sheet 0 � 04 2. TRAFFIC SIGNAL PUN ROC H ESTER/,ACK BEN N Y/DAY MMM CITY OF RCUCAMONGA G CO •6 UJ FOOTHILL BLVD. I 3. TRAFFIC SIGNAL PLAN ROCHESTER/ARROW ROUTE REMOVE—NO TITLE SHEET Q CONNECTION 30 AM ( I NTS 4. TRAFFIC SIGNAL PLM ROCHESTER/STADIUM PARKWAY AMP. • G !/0 E0�'P. �I E SN � � �A E SPORTS PARK �. uNMETEREO SITE SE- NO Z W /0 SERV. A GROUNDT WEED G�4' UO GRGj N� Y I �� No 3 0� TRAFFIC SIGNALS 0 TO CZ 7r TO 6 I EE ��' �`' N • PNGTC ELECT. SIGNAL n CON-ROLLER LUMINAIRES ARROW S ROUTE AppRQIyEp BY DATE(---#A CONTROL �4 E CRY ENGINM18 7 U / T Robert Kahn, John Kain R.C.E.RCE ' ' f e + & Associates Inc. a- S V;,—, _�C W R +y G Qp E yy , DESK?N ENDED _j RK � 0 =PRWECT LOCATION , = Transportation Planning * Traffic/Acoustical Engineering NO. 26?85 Prepared under the Supervision of DRAWN 11116+ Q w EXP. 9;30 93 ` FIST ,( 5 —1 \ / Date ' ' _s►� 'i a of— J J ROBERT KAHN R.C.E. o. 20285 Exp. 9 30/93 CHECKED DRAMM�K' NO. C f 4101 Birch St. Suite 100 Newport Beach, CA 92660 RK CD � '� ,3�_S (714) 474-0809 •+• FAX (714) 474-0902 I ,o. No. SA•11 413 hee 4& cif siL TR 1 oAU s►+o►�Mo.pis s 1 \1 N 00 0 x cY) 0- 0 COIOIJCTOM &CHED11r71LE AING SENSOR SCHEDULE a 6 FUT.O CONSTRUCTION NOTESi CIRCUIT , 2 4 s PHASE DIAGRAM ( ') - 3 - - 6 SENSOR UNIT CHANNEL DET 4) Ot FURNISH AND INSTALL 8 PHASE (TO OPERATE 4 PHASE) NEMA TYPE "90" C a 2 — — 3 3 6 R CONTROLLER ASSEMBLY WITH DETECTOR SENSORS, AUXILIARY EQUIPMENT 0 1 1 —S-1 FUT. IN A TYPE "P" CABINET SEE SPECIAL PROVISIONS EXACT LOCATION 03 3 3 3 3 6 # -o— -mi I TO BE DETERMINEDY ( )� B ENGINEER (SEE SPECIAL PROVISIONS). semCL - . 2 2-S-6 � 04 FUTURE - 3 3 3 6 1 Y FUTURE d 2 M 3 0 4 2-N-5 FUT. 20 FURNISH AND INSTALL TYPE III BF SERVICE WITH ONE 50A-1P CIRCUIT �`► # 2 BREAKER FOR METERED SIGNALS, TWO 30A-1P CIRCUIT BREAKER FOR a2 (FUT05) 3 3 3 3 6 2 2-S-1 FUT. 12" UNMETERED LIGHTING, AND ONE 15A-1P CIRCUIT BREAKER FOR METERED 06 3 3 - - 3 G —�~ ILLUMINATED SIGNS, SEE SPECIAL PROVISIONS. ❑ 1 1-N-5 FUT. # 3 A 5 0 6 O FURNISH AND INSTALL R34-2. 2 2-N-2 FUTURE FUTURE PED. � O FURNISH AND INSTALL R61 -26. Z N CN 1 1-N-2 G 5 INTERCEPT SCE HANDHOLE FOR SERVICE. 01 a2P - - 2 2 2 # 4 2 3-N-2 0 4114 4 04P 2 2 4 1 1 -S-6 DETAIL ��A�� 60 FURNISH AND INSTALL TYPE II PEDESTRIAN BARRICADE AND R96 (2 EACH.) N a6P FLTURE 2 2 _ _ 2 # 5 PER DETAIL ES-5F. (WIDTH=12') 1 O FURNISH AND INSTALL OPTICOM DETECTORS ON TOP OF M.A.S. (MOUNT. n 0 1-W-3 1 2-W-3 0 02PPB - - 1 2 2 # b U 2 3-W-3 04PP6 — 1 — — 2 NOTICE C 1 2-E-4 FUT. 06PPB FUTURE 1 2 - - 2 # 7 2 3-E-4 FUT. UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAI • LABLE RECORDS. IT SHALL BE THE CONTRACTORS _- SOLE RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY COMPANIES, # 1 1-E-4 FUT. AND TO EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. ❑ PPB COMMON 1 1 t 1 2 8 fie 48 HOURS PRIOR TO BEGINNING CONSTRUCTION CONTACT USA (UNDERGROUND SERVICE ALERT) AT 1 -800-422-4133. SPARES 3 3 3 3 6 2 SPARE SET 1 1-E-SYS FUT. MAIN�ENANCE - r TO 0 TOTAL 16 26 19122 . 55 # 9 SIGNAL / "C, IC . 2 1-S-SYS _ PROpp,E� 1,5 CN STADIUM WA N0.4 � 1 OPTICOM 1 +6 ; , SEE 5NEE a 1 FUTURE 2 2 - - 1 -w 3 ` ,(FUTURE) 2 # 10 * _ ti 02 - - - - 3 2 OPTICOM 5+2 -%-3 TYPE C" 0 3 3 3 3 1 1 * 1 OPTICOM 3 3 < _ _ OPTIC oX gOX M 1DLC be I/C r DLC 2 OPTICOM 4 a COIL CCN Pullg �5 IN PULS . 2 C. C) 04 (FUTURE) - 3 - - 3 0 t CpglE I COIL. 20 1 < DETECTOR LOOP LOCATIONS SHALL BE APPROVED �• s20 PEC 1 2 05 (FUTURE) — — — — 2 BY ENGINEER IN FIELD PRIOR TO INSTALLATION. _� SC',LE ' •+ ., O 4 c� ALL DETECTOR UNITS SHALL BE RACK MOUNTED. O W + 06 1 1 1 1 2 DUAL CHANNEL, DUAL OUTPUT PER CHANNEL 3 6O 5 5 2 a � PO R _ „� WITH INTEGRAL COLORGATED EXTENSION AND 1 TO SYSTEM — 1 1 1 2 �, .. DELAY CAPABILITY. OUTPUT 'A' SHALL BE TIMED. T TA. OUTPUT 'B' SHALL BE PRESENCE MODE FOR �3 ,. 61 2"C 2 O 2 12 rte. - "_. �, 4 rt..-r 2^ c; �� C o 0 ___ : _ 7 5 5 17 SYSTEM SAMPLING ONLY. 4 4P �, `' -4 r ? Z &' SIGNAL COMMON 1 1 1 1 2 * 262 DISCRIMINATOR /; ` t 2p ^ ' '�_v Tom,,. - fY oc 0 4 .• ! 1/C F SON .�2 N C. 3 8 - "'�r 0 10 LUMINAIRE 2 2 2 2 - " 4DLC b` pLC H 2 ><ti �_ 0- TOTAL TOTAL 3 3 3 3 2 3 2 p C. FUS. 06 ^ _ _ '� vJ✓ I - - o PR-k22 INTERCONNECT CABLE - - 1 1 2 fuTURE RAW! � � ppE EN U1. � , - _ J rt V ❑ G _1 C4 SEE STRIPIN #12 IISNS 2 2 2 2 - TE at DLC / 6 �2p PSN FOR �.. W W ROU CP,BLF- _ O I/C TO p,RRO TERC NNECZ 2 , ... _"'- U LU - ,,ABLE OPTICOM 1 2 1 2 4 2" . a" C 710 10 2 C. IN .- "" r' :+" rte" ��-- X AppRO � _ . _ .r- _... . 1. I - — M ...---i - �. F CONDUIT SIZE (INCH) 2 2.5 2.5 3" 2-S .� _ .. ... _ _ _-- 5 -- - _ K w -Iwo _mono 2 _. * 6 PAIR X22 AWG REA PE 22 __ 6> ( V V _ WT 011 3 • �- V � -r ✓- _ r - �3 DE p1� 4 - __.--- _ _ CRpS _ _•_.. ••_ `.,.. AXIS �rC cn PULL 6 W LLJ N ,4 1yp 3W 1 E La' z _ . loot I 7 m 3 _E_4 & 3—E 0 4 61-2b COIL. LL N y - _ � v c�T _ - - r._.._ _WALK _. .r• V U 1FUTURE W _ •-- _ Q 37+09.9 ROCHESTER AVE. =- 231 I - • - - 1S tNC' i r,4, 4 PART—A -35+ 35 PTFUT. 'E- i3'E6 + _ w �- ''-'moi ~ i + _,.s" -r - - �..--••__' _- ' 5 , `.{ I i j i t1' '7L� r I ,S z - - "ice- r, . ' ^- "` ' r_ Y.. _ f' _.._,,,._•-,•• � C , ,Ds (,t�l � ! 't 8. 1 L - !✓ � • IL 3p Ful TAp7E EN ,:t ', ,, -:,t C) t -. , ' COP gOX, L _ A IZ -_ -�__.� - r -'FV.TURE �`. I �+ __�_ ,, 2 EVISED EAST SIDE E.I?, POLES, ETC. l` '!_• ` _•+-' ,_,•^ .,,,,..__r_'-,rte i 1 G.?j, ..,.•t^" ✓• "..-•••." t ` (1 t I z _ i t CITY tL1 ❑ fr� ✓__,_1- - ` , -___.. --r '" ; FUS 1_E_4 DESCRIPTION OF REVISION DATE APPROVED m _E-SYS CITY OF RANCHO CUCAM N 11' POLE SCHEDULE ;, FUS • O GA Z� -j S T A N D A R D 4 TRAFFIC SIGNAL PLAN g� Q I.I.S.N.S. SIGNAL MOUNTING PPB NO. TYPE HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE R E M A R K S J\ LEGEND MA VEH PED LOC PHASE � 11J_ _ INSTALL H IZ. SIGN ARM R0CHESTER AVE • 8c ZpR (ft)-vu?"E) m 01 17-3-80 30' 15' 8� 200 HPSV FJockl3ennyDr MAS SV-2-UM SP 1 CS S 4 PER SPECIAL PROVISIONS 2 (� 0 02 26-4-80 30' 35' 15' 200 HPSV Roch.stersm MAS SV-3-TB - _ _ s FUT• 45' MAST ARM FOR REVISION ONLY JACK BENNYDR./ DAY CREEK BLVD. 0� FUT. 45' MAST ARM 03 26-4-80 30' 25' � 15' 200 HPSV Jack Benny Dr � MAS SV-1-Um SP-1 -CS - _ IISNS ARROW POINTS EAST � � ZOMNQROFESSI 4 15 30' - 12' 200 HPSV - _ Sv_1_ _ `�C QapFESSlpyq Rob®rt Kahn John K u1M E 2 FUT. SV-2-UM P NPRNGI ° 5' PR 8In APPROVED BY: DATE: I I-'o-�o v U SV 2 M u �• moo`' ��, �F � CITY ENGINEER R.C.E. NO.11617 _ _ INSTALL HORIZ. SIGN ARM A TRAFFIC AND TRANSPORTATION $NGIldS8�1G ��4,`' '� �``e OPT �9 �c, & Associates, IAC. DESIGN: RECOMMENDED: • 05 19-3-80 30 35 FLIT. 12 200 HPSV RochNtsr SP-1 -CS E 2 PER SPECIAL PROVISION- @W z QO yy s _ eso ZAN"DOW DA Sams sss 1t1LLMMA, Ca. assay (714) r7r-sear w No. 16828 rn T Transportation Planning 0 Traffic/Acoustical Engineering RK so Q � © 15 30 15 200 HPSV - - SV-2-UM SP-1 -CS S 4 oc EXP. 6/30/93 �' NO. 20M Prepared under the Supervision of DRAWN: ET: mj 6 Q i * EXP. 9/30/93 * � y ��'" — Date 1 t tl FGT N — nssroH Rcs rsess rz Tc' slq CIVIL NSP ROBERT KAHN R.C.E. No. 20285 Exp. 9/30/93 OF-A— W 1F rE pP CHECKED: DRAWING NO.: 4101 Birch St. Suite 100 Newport Beach, CA 92660 �' CA•- OF CALF � a �i (714) 474-0809 ««• FAX (714) 474-0902 RK 4�3/-S x. ►�. gad-�1� fv OheeAL 57 v-A& ZZ3 R 2 �owsR No.� a►tf I( �0/�D 0` CV 00 0 0 x 0 O 0 01 0 CY) CONDUCTOR OCNEX LE AWG CIRCUIT 2AAAAAA9 SMOR aC1IEDIN E PHASE DIAGRAM O CONSTRUCTION NOTESs � �1 3 3 3 3 3 3 3 3 6 . s 02 3 3 3 - - - - 3 6 SENSOR UNIT CHANNEL DETECTOR �_� 1 O 1� X °ry C 03 - 3 3 — — — — — 3 1 —W- 1 1 ��� 1 FURNISH AND INSTALL 8 PHASE (TYPE 90, 8 PHASE, 2 OVERLAP) y� 0 1 � � 2 3—W- 1 » + CONTROLER ASSMBLY, DETECTOR SENSORS, AUXILIARY EQUIPMENT -C sn4 — — 3 — — 3 3 3 6 2 0 0 1 0 2 • 3 4 4 IN A TYPE "P" CABINET (SEE SPECIAL PROVISIONS), EXACT LOCATION W Q 1 2-W- 1 TO BE DETERMINED BY TRAFFIC ENGINEER (SEE SPECIAL PROVISIONS). o ar _Q) 05 - - - - - - 3 3 3 {- 2 2—W-6 Y �' FURNISH AN I TA TYPE II F I sa 6 3 3 3 3 3 3 O.L.01 r _ 2D INSTALL E I B SERVICE WITH ONE 50A-1 P CIRCUIT 'F ; O BREAKER FOR METERED SIGNALS TWO 30A-1P CIRCUIT BREAKERS FOR 1 1 -W-6 Y. T 0 7 - - - - 3 3 3 3 3 # 3 ; + O.L.A.N UNMETERED LIGHTING, AND ONE 15A-1P CIRCUIT BREAKER FOR METERED 0 '/ d 5 0 6 0 7 • 8 ILLUMINATED SIGNS �8 - 3 3 - 3 3 3 3 6 2 1 -E-2 V 0 02P — 2 2 — — — — 2 4 1 1 —E-5 .6 DETAIL " B * O FURNISH AND INSTALL 5 SECTION INDICATION PER DETAIL •8" Z 4P _ _ _ _ # 2 3-E-5 � W *BLANK OUT FUTURE 4 - CN 2 2 2 2 4 ARROW SECTIONS O FURNISH AND INSTALL R73 6 / 0. 14 ss6P - - - 2 2 2 2 2 2 5 1 2-E-5 Ste. t �7' N OS FURNISH AND INSTALL OPTICOM DETECTOR ON MAS MOUNT 2 2—E-2 6' � m 8 P — 2 2 — 2 2 2 2 4 0 02PP6 - 1 2 - - - - - 2 # 6 2 3-N-4 C �O v Q 04PP8 - - - - - - 1 2 2 , �4. � 50. ��` "C. 3�8 1 06PP6 - - - - 1 2 2 2 2 7 1 1 -S-3 2 12 3 » 2 0. 21 27C, �UN' E�NO 2 2 3-S-3 2 C, NE _ _ RW SEES 8 P P B 1 1 2 ', P�POO "r- O.L.A.02+7 2 2 2 - - - - 2 4 8 1 2-S-3 2 2-S-8 ! 2 \ \ 28 CZ Cp.B - p O.L.B.s 1 +4 - - 2 - - 2 2 2 4 \ \2+ \ 2"C. 1N1ER�°NNE 1 1 -N-7 1 \ \� ` �» �202»C.0k-C ` . PPB COMMON - 1 1 1 1 1 1 1 2 t 9 2 3-N-7 \3 `' 1 SPARES 3 3 3 3 3 3 3 3 6 l - - 0 dowW6 9 _ ..� '� t0 Cv TOTAL 1 1 24 32 13 22 30 34 42 74 1 0 1 2-N-7 S C VICE g a C — v�►S SNE 1 - - 2 2-N-4 SERN� f U1. 6 O \OCG. / 0 RW 2 I.I.S.N.S. 2 2 2 2 2 2 2 p0 1 W PEC 3 2'C. PROppSE - - c� 3 3 3 1 1 -N-4 2' - - �..... 11 _ o C� # 2 , -s 8 w .__ 02 3 3 3 - - - - - 3 2„ C 10�C 2 #6 - 3 - - - - 3 3 3 3 3 1 OPTICOM 1 +6 1 1 / 2p + # 12 * �l DLC " �4 - - 3 - - - - - 3 2 OPTICOM 2+5 06 0, 2 2� t _.: I� TYPE "C 1 OPTICOM 3+8 2 Off` �4 •N 05 3 3 3 - - - - - 3 # * FUT. ' 2 OPTICOM 4+7 3 Z 06 - - - - - - 2 2 26 ,. DETECTOR LOOP LOCATIONS SHALL BE APPROVED 6 4 07 - - 3 - - - - - 3 BY ENGINEER IN FIELD PRIOR TO INSTALLATION. 3 y ?. N ��� ALL DETECTOR UNITS SHALL BE RACK MOUNTED. / Z L_ W �8 - - - - 3 3 3 3 3 DUAL CHANNEL, DUAL OUTPUT PER CHANNEL 5 t— i '� ! —..'' O WITH INTEGRAL COLORGATED EXTENSION AND ; TOTAL 6 6 12 — 6 6 11 I1 23 DELAY CAPABILITY. OUTPUT 'A' SHALL BE TIMED. (Dro Z R OUTPUT 'B' SHALL BE PRESENCE MODE FOR Vi - ..`A .. t— N 0 (> SIGNAL COMMON 1 1 1 1 1 1 1 1 2 SYSTEM SAMPLING ONLY. �4N 4+ g i \ G -p� V �k10 LUMINAIRE 2 2 2 2 2 2 2 2 - * 262 DISCRIMINATORv� O` Y�` ., NSfiA�tPZ - MP.RKERoSC, , N t�NG Ep _ ,- -. V O 3 1 \S TOTAL 3 3 3 3 3 3 3 3 2 SEE ->, Z EX - 4 AN` X o PR-#22• INTERCONNECT CABLE - - 1 - - - - - 1 9L. 5 - SF,O E - - W < Cn - Cvz CABLE OPTICOM - 1 1 1 1 2 2 3 4 /� / - - - �n A CONDUIT SIZE (INCH) 2" 2.5 3" Y 2.5 .5 3" 3" 2-S .• �� I 07 - _ w * 6 PAIR, #22 AWG., R.E.A. PE-22 � '0 ��~ 5 Lti II fes'' �2P - 0 Uj FOR REVISION ONLY = z 08p 2 �� � Ess 0 V .— z 5 4 w, \ #6 o�oo P fox PING1 �c MTES < � LIJ _ 1 ogp 06 1 mm An !>�o>Ii Am DC➢� . ' 3-5 'E 6P N A wars w AaMUMO C 4L y a+r—~ Na 1 z EXXP. /03 LID 0 CD w 4 6 tssraw s • 9 raw wsF— r C NOTICE ✓ i FV� Rw UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. IT SHALL BE THE CONTRACTOR'S 'E 0 SOLE RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY COMPANIES, U AND TO EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. Cv- < 48 HOURS PRIOR TO BEGINNING CONSTRUCTION CONTACT USA (UNDERGROUND SERVICE ALERT) AT 1-800-422-4133. O Q • SPE PART—A 3 LU c�oLU E•P z 1 2 �g p0-0 2 REVISED E.P. N/5 ARROW RTE.,E/S ROCHESTER, 8 z 1 \ pFtO • r Z, 64, . FI FT A � � 1 \, 4' � f2 1CITY 5°, t DESCRIPTION OF REVISION DATE APPROVED O POLE SCHEDULE 5° W o-C CITY OF RANCHO CUCAMONGA °wC G w STANDARD I.I.S.N.S. SIGNAL_ MOUNTING PPB a 36 5 /2" C. F- LUMINAIRE R E M A R K S q' f r N -J 1v0. TYPE HEIGHT SIG.M.A. ..UM.M.A. LEGEND MA VEH PED PHASE_ I-OC TRAFFIC SIGNAL PLAN W Q Rom ,\-1 29-5-80 30' 55' 15' 200 HPSV Arrow jim 3 MAS SV-1-UM - 2 S 1 ,n 0 = � r ROCHESTER AVE . & o 1 -A 7' - - - - - - TP-2-T 8 2 E N - O _ ARROW ROUTE �3J 15 30' - 15' 200 HPSV - - SV-2-T - 8 W - _2 Q 0 AW 4) 26-4-80 30' 40' 15' 200 HPSV Rochester am 2 MAS SV-1-UM SP-1 -CS 8 W a APPROVED BY: / DATE. t I-W-01 J 15 30' - 15' 200 HPSV - - SV-2-UM SP-1-CS 6 N - , �OQPOfESSIp,�! Robert Kahn, John Kain CITY ENGINEER 6 R.C.E. N0.2ia1 Q U Q FRT f Lti 26-4-80 30' 40' 15' 200 HPSV Arrow 1om 1 ti`s 0E '�q �� A Associates, Inc. DESIGN: RECOMMENDED: Z i >>aoo 2 MAS Sv-1-uNrl SP-1-CS 6 N - �O y,` s a C, Transportation Planning O Traffic/Acoustical Engineering RK • 15 30' - 15' 200 HPSV - - SV-2-UM SP-1-CS 4 E - fS ti V � � N0. 20285 Prepared under the Supervision of DRAWN: ET: W ,�, Q 26-4-80 30' 40' 15' 200 HPSV Rochester a"eoo 2 MAS SV-1 -T SP-1 -CS 4 E - * EXP. 9/30/93 * QnTse`l"K— �-♦�� _i �. q FGT 4 LL J /9 15 30' - 15' 200 HPSV - - SV-2 SP-1 -CS 2 S - sl4 CIVIL NSP ROBERT KAHN R.C.E. No. 20285 Date. 9 30 93 OF-4- Q _ u rf pP CHECKED: DRAWING NO.: W � OF CALF 4101 Birch St. Suite 100 Newport Beach, CA 92660 UI (714) 474-0809 •s* FAX (714) 474-0902 RK ,o. No. R "� CS/AC PROPIUM N� 1 4"`Y s E` V CV 00 O x 0 p O 0- 0 M oowoucTo�e111111CONDULE SIMON PHASE DIAGRAM P O L E SCHEDULE AWG CIRCUIT 4 5 S T A N D A R D I.I.S.N.S. SIGNAL MOUNTING PPB . 01 3 3 3 3 3 s NO. TYPE HEIGHT sIG.M.A. LUM.M.A. LUMINAIRE R E MAR K S • SENSOR UNIT CHANNEL DETECTOR LEGEND MA VEH PED LOC PHASE a < C 02 - 3 3 3 3 9 r�u. ►+oRlz. spa+ �. � O 1 1-S-1 ��JJ + �l 15 30' - 12' 200 HPSV Rochester AVE�� - - - E 2 � # 1 02 15 30' - 15' 200 HPSV - - SV-2-UM SP-1-CS 2 2-S-6 • 1 • 2 • 4 - - Q < — O 04 3 3 - - 3 6 1-S-6 �3 26-4-80 30' 30' 15' 200 HPSV E- M 2-MAS SV-2-UM - - _ ARROWS PANT wE./s`T (IIiNt) r O # 2 1 _ FUTURE 40 2 2-S-1 —� ® 19-3 80 30' 30' 15'• 200 HPSV Rochester63W MAS SV-3-T8 SP-1-CS S 4 06 3 3 - - - 3 1 1-N-SYS 0 19-4-60 30' 30' 15' 200 HPSV STADIUM p pIRKyMAY -� 2-MAS SV-1-UM SP-1-CS N 4 ARROWS POINT WEST (WSNS) # 3 2 2-N-2 • 6 © 15 30' - 12' 200 HPSV - - SV-1-UM SP-1-CS E 2 � O yr 04 1 3-N-2 Z CV 02P - - 2 2 2 4 # 4 2 1-N-2 sd 4P 2 - - 2 4 • TURN LMA 90' COUNTER CLOCKWISE O #14 # 1 1-W-4 2 2-W-4 = C = O 1 OPTICOM 1+6 e2PP8 - - - 1 2 2 # 6 * U 2 OPTICOM 2 NOTICE 04PPB - 1 _ _ _ 2 1 OPTICOM 4 UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. IT SHALL BE THE CONTRACTOR'S O # 7* SOLE RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY COMPANIES, 2 OFF AND TO EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. DETECTOR LOOP LOCATIONS SHALL BE APPROVED 48 HOURS PRIOR TO BEGINNING CONSTRUCTION CONTACT USA (UNDERGROUND SERVICE ALERT) AT. 1-800-422-4133. BY ENGINEER IN FIELD PRIOR TO INSTALLATION. p ALL DETECTOR UNITS SHALL BE RACK MOUNTED. DUAL CHANNEL, DUAL OUTPUT PER CHANNEL WITH INTEGRAL COLORGATED EXTENSION ANDlum P O PPB COMMON – 1 – 1 1 2 DELAY CAPABILITY. OUTPUT 'A' SHALL BE TIMED. CV OUTPUT 'B' SHALL BE PRESENCE MODE FOR j . O SYSTEM SAMPLING ONLY. n 1 SPARES 3 3 3 3 3 6 * 262 DISCRIMINATOR SCC _ 100' T kL TO Fp0TNILL 2-W-4 1 W- 32. PROPOSED SiGEp,SEMEN co i 1 X 3.955.0' TOTAL 12 19 11 13 19 44 � 32, 1 �NTE�NCE pR0 Aff2 2 1•:20 'o .a TO 02 - - 3 3 3 3 . O 1 TYPE "C" 1 -N-SYS 1 1 1 1 12� 16 ''oc EX=S'. ti LNE ���� � DLC 04 - - - - 2 2 � _.._.._\ 1 C, 2OLC _ o �-'C, 4 e \\ 06 - 2 - - - 2 , 04 OpgEO Irl — C N +-_""""_ < L>- TOTAL - 4 4 4 6 10 #6 Z N 6 `, 3 j + _ 31, TO �� c� O l SIGNAL COMMON 1 1 1 1 1 2 �'C,2�8 ` 2 6 � � �i<::_ti:--.----' LIMIT LINE __ - � O# �- , _ �- 01 10 LUMINAIRE 2 2 2 2 2 - ' ,, 2 1 X10 i 2 \ --- � ---- U_ TOTAL 3 3 3 3 3 2 reor ED Rw Z"C. 3 5 ; 02p N - o 10 04P 6 r Q-;22 INTERCONNECT CABLE - - 1 1 1 2 AW c SLE D I ;1 - _ �r , 6 pAl G ci 2P 22 12 IISNS 2 2 - >2 2 - PftoE 2 c•', _ - _--- REI► — TO STADIUM L00 TO 6 tai.'; - _N _ __.."" I J �r T "rr J V w 615 GL --- - L1. Z z CABLE OPTICOM 1 2 - - - 3 PROX• Ct - Z- _�� - 1 0 CONDUIT SIZE (INCH) 2" Y 2" 2. 2. 2- � - -_ _ _ 2"1, 10. 1 - _ 1 r N .- Z 2 02 0 Ll * 6 PAIR, #22 AWG REA PE-22 _ __ R -" E _ B�-1 �.... _ 02 doll EP vill 4 -- do do Z Bill 0 E pETA1L rt 43+26 75 _ � T5f1►5 ROCHESTER AV 1 7III OLLU 42 A— C14 Z - ----_ -777 I �� I ! �ppOSE _ RM 4dew _ E)(IS, G a FUTURErLli - Al ,.. 0 TO , EXISTING EP •_-%n - �. ^' 2311 (3 _ " -� Q C. PART=mAC_V (/1 r� .1 too N Z 1 r REVISED EAST SIDE EP. a RELATED POLES, eM CONDUIT ETC. -� r2 DESCRIPTION OF REVISION DATE CITY p ..•- APPROVED-- CONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA w > R Ol FURNISH AND INSTALL TYPE 90, 8 PHASE (TO OPERATE 4 PHASE) TRAFFIC SIGNAL PIAN Q CONTROLLER ASSEMBLY WITH DETECTOR SENSORS, AUXILIARY EQUIPMENT IN A TYPE "P" CABINET (SEE SPECIAL PROVISIONS), EXACT LOCATION TO • Y BE DETERMINED BY TRAFFIC ENGINEER (SEE SPECIAL PROVISIONS).FURNISH AND ROCHESTER AVE , E . �c U) FOR REVISION 2 ONLY 12" O BREAKER FOR (METERED SIGNALNSTALL TYPE III SFON SERVICE Y1PHC RCUIT ONE OBRE KERIRFOR Z U c UNMETERED LIGHTING, AND ONE 15A-11P CIRCUIT BREAKER FOR METERED STADIUM PARKWAY � W � IMN PBGU & AssocamQROFESS j ILLUMINATED SIGNS. • P ��S• PR � 3 FURNISH AND INSTALL TYPE II PEDESTRIAN BARRICADE WITH R96 (2 EACH QpOFE APPROVED BY: DATE: 1l- �b-�o � � (� � , F ) o �� Robert Kahn, John Kain CITY ENGINEER R.C.E. NO.2L& � PER DETAIL ES-5F. WIDTH=12 Q`` RT F:� A>16pC1at�t� �11C. z ?MM M TRAI'b'PORTATiON BNGMIUM ,�~, 3 .?� G 4 DESIGN: RECOMMENDED: 2 FURNISH AND INSTALL OPTICOM DETECTOR ON MAS MOUNT � � �y ?� • sae LANCIP en AR svnz ns nmLemm, c� m"i f7+41 afi-,ss�sr 0 No. 16828 rn w �i Transportation Planning *Traffic/Acoustical Engineering RK CA EXP. 6/30/93 O FURNISH AND INSTALL SIGN(S) A5 SHOWN Cr Np. kgs 9 Prepared under the Supervision of (� Fi s,, ti� DETAIL "A" * EXP_ 9i3Di9s * �—�< L DRAWN: ET: ,,� Q p��P/ -9�. s Date • FGT ?. J vrsm s. ix Rcs rsasa curs F F rq CIVIL �P ROBERT KAHN R.C.E. No. 20285 Exp. 9 30 Q L>' CALL tF OF CALIF�A� 4101 Birch St. Suite 100 Newport Beach, CA 92660 CHECKED: DRAWING NO.: u (714) 474-0809 ••• FAX (714) 474-0902 1- �-- ,o. 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'• _ �;° - SU5PENPeD GYh � _ d' ' . •'. -1w • Z • �i• o , •, ,s O .ate..._.— •; ... _ __.. ... _s..._ _._.i..—.a T_ ._..t., .__+ . . ' _ -.a.1..• —. _._ _--..__..--... _ i _ < ' '' ' • ❑ Z W Lu O c� U LLJ -�.— CL Z Lijz z > r t= 7- PART PART A 9 REFLECTED GE I L. I NG GYM a0L_S < LLJ REVISIONS ��Y ��' DATE DESCRIPTION APPROVED NnAL DATE STREET 1 ATER • SUSrENDEt� ACOUSTICAL. 2x4 FLOU1Q-eScFNT , FIKTU - SHEET METAL DUGT'WOR -K TRAFM w Fft^L CHECK • As comr. 1 0 • • • ' • . : 0.' . • RE-CEr9•SP-D DOWN LIGHT E�SE� AR�y/ • • ' • • ' ' �`r1�bIJM G Lr�f`�SF wRII.LE . lbo^� EI I N6 F�S P oRi lTHEA PLAN$ WERE MOUNT= BY: roR PoWn u� Q� • •• ' c�~ NT1Al DATE U • . c _P SNLDhNxT TL's, F-LOUIZESCENT _ * �G�� oRAr,� Z u _Ll HT I¢I URE (- 9.589 * o RAWV • .. : •• C-QM • PLA49'TEK CEILINcw W/ sl'l �� .Q LICENSEI� E IAEII PAZ • 1'UNTKC>L .JOINT WHE ,E VIQOCCUR SUP?c%.Y AIR PIFPBUSEM. F Of CAV%4° CITY o RANCHO HO CUCAMONGA C W ' COMMUNITY SERVICES DEPARTMENT PARKS DIVISION IL • norm cT 10m J IRCT u FaN AIRL - ♦- "XpOSSO GONGZETE I&EAN1 San"m 9. SURFACE MTO. FIV-oURESGENT • IJQ� H T F I x'17 IRE I ,_ ; ,a No. •19 DATECj 4? rAMAiaEIR DATE 'A / 7 CITY vNeso ie H T F. 1 E L b G O N C O U F;zs E IZ C ff l.. E TC- D CEILING PLA N �IbllOrMANMCHACCNNIII�,)�I CN � • IMS�� �., per,, /��C✓ Iq1 NO.AMi7 • . ._....__,_.._.,..ra..,._......a,.- . _ ...._._.moi _:_._.._._ .. ,...._„ -.. ..__ ...._---..... ._ ..:,.. ..._ _ REFLECTED CEILING SYMBOLS F LAU IRE-r-�N T L I&H T IzftC45SpCwI5-b POWN L16HT O SURT y\ � FAQE MTD, FLOURESG6�N � • �E GE��EC���IM ETEP2 � -- - STI21 LIQ I N O J . ... a } to . . FENbANT MTh• LOU F rQZlEvCX=1JT -� LIGHT 1=1*vCTL4aI5 • AIR SuPFLY DI "W rvWX t-ET U 14N AIR c O ® Ex K .UST FAN Q v + SUSI�ENIOIrp ^C.OU ST 1 CAL.. 'T- AAR- GEILItiIG SYSTEM IL �Ytur-I Iao,�e�I� ! AI CEILI� O CN P GMt. IOL�,STMP CEI LING w/ o Q R C-40N tT' oL Jol NT WHE.IQ.L=, vC-t.Llt2 P. - � � ' \\\ ��c•pugC.t� STI�UGTUtZE ' ' O / \ _ c 'RECE-G�SEp FL.OUFteFSCE.NT %L 1_I6HT FlxTutsE pi bENo?E HEIF,HT Of GEiI.rIN6 0 ,^,F.F - . :�Ql� SOF49'T AC3O1rE•r1NISH FLOOR lye I N;EAI2 bI }=i�U SEIZ 0 „ N D • ,M _j _ twvu ISE ; / •...+ �• J•. •\' � �1.�•�• , • •�• •�� !�+• •w �� f � y ��. 1 M • r Lam• ♦ • •• *• ....J V : t.i_ • •w, � =•S.. ••••• M;�. ` • •� ! • - • / - .,f: • `/�•��.��.� `/•-�1- I _ ��^�j\M • A• , , w • L O �--+--+ F7 ••r. • 'F, •, v ` .�••.. • • .••••,,w • • ,,` •• , .;� ( •,.- •,. •. i •- taY� ..-•• �•.• -5T \U•+t UTAf^ M '. ♦, / F -•• r, I • • O•.;Y •fir• •+• •'�t.�• f: I' r.�•• , 1 •6Y` ••,� w• Se F- A•./•I�l'� I • •'• •: .,• •�,• •1��a• y 1 . • . •4E •• •1�3`�/ . , �, • r f � -�/ f! / .•` ♦; /ice Gi�LI'`.L7 r - •. ,� .X '.• • 1 Z ♦ 1LLJ V •. •�•'--�� 0 • .•,� ,f 1� I • :�'{ �1;1� !�f'� `_ ..• ', •�'• r ' ' .4 • r"r.• • ,` �� •O • 1 ' O _. _ _ L / ( 1 A,F.F. Q ; u,�. , - ..� . , . . , • 1 , 1r / C i ! '� . '-f •'•' • .• t�� �- r•r•�• :+.. /�''- �I + M• •`l 't _•'.�'' O U ' a• - / O l ^PQ v �IVI AO p O o w ' r •• ' - - r230 • A•1=.F• •' • . r g.5 - 2311 cr�NThol_ ❑ jot CTYIa) �' - SART--A 8• �- X95w .+ �' pubT �k WO R E V I S 10 N S FOR CRY USE oNLr gU6f"ENOED Acot.4Tl41d.L I I I F.F. - _ DATE DESCRIPTIONPPFIOVED NsTu►L DATE --� STREET DUCT F WATER/SEW MO E • gEa /IRS, YGRO S. DRAW TRAFFrcLij C F - L, + J ��$ I•. � FWAL CHECK AS CONST. ! > TwESE P�A/ls WERE PREPARED BY: rwvwT�ME Z •�! ��! MTtAL' DI►7 E li - E Of CAL\��Q ,,w DRAWN r a COED NAME cl-} LKWASE HMO" FILE •' 4 i CITY OF RANCHO CUCAMONGA Q ` PARKS DIVISION lr COMMUNITY SERVICES DEPARTMEN : --- .� MWJFQT MALEOL J r , v �r , 1 • , °' DAi' •J'j M/►NACiE1Z DA7. ,/ CITY ', ,� 1 i t ti .. , • --___"- ...,.. .. j .._ .-- .. ........ ..... ._-.. .. .. -Y .. '. I ` "-` ••fir♦ 111- ' 1•N T 1 3'''1 E Z Z A .NINE -E F t•••• E C 7 EE I� �� I I N S �' \/r . � CA OEM" 8�5HciP�Sw�PrxCsr a ,. " Ir0110EA NO.ANi7• i � i � ` Y , 1 _ Noma~ - � ACQ1PREtS _ • y �Jle.+r�rv.fi�Z.•+ntSu.�ilYi�tYes: �.� d�'M1,�+iis\�.,.•t. ,- y.. •. 4 -REFLECTED CEILING SYMBOLS ' � 1 Pte• . rrrrriJr . . - r. F LoU F;LrSGF.,N T L I6HT ' F I xTu ISE-I�IE GE�EtD . , : :p.•.' . tzEc5s%L5D POWN'LI 6HT i O ' I l=LOU RQ,t:SG WT L I&HT(NOT I� F 1 K TLdrL•-SUt;&wACX-. uN-T _ USED) • • ,� --•- sTIQI 1� L!C H T IN 6 -I�GI�.SSI�P I'E1Z► O , i • PENt >ANT MTh. FL•OURZOEPC.19NT ► LIC-BHT PlIATURIM AIR GLJPF Ul PlPrWscPt RMT U RJ*4 AIR E O M.L. lsXHAI..�S'T' FAN Q -�'- �usPENl�I=cD ^COU%T I CAL. � T- *&AR GEIL•IN� ' SY'SrTEM � �- L ,.I '. • ' , • •. C►Y FUM 1�' OAIQ� `< � O CeILIN E-7 M J \ GLIM. 10L.4STEK CEILING W/ P R 5 .';,- • C-4NI1kOLJA'' -JOINT WHR , occum Q / ♦ • / I ` L'X h 3er.> STRUGTUIZE 0 p N • / \ \ / t AIR SU rPL•,' L•I N 15AM D I!=F U SeR > O SU6FENPED LIGHT FIXTUIG�M Pk ` •% \ V a I \ hEGESSED FL0UIzESCENT o r 1' ` \ •�.''�.' 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Fc O i � As CONST. . • r�/� THESE PLANS WERE PREPARED BY: FOR MVATE LISE • dAEN- * MITIAL DATE fl `� DRAWN N v •Ij Qa CHECKED h � Of CAI\S� NAME DATE L__L LICENSE NUMEER ` CITY OF RANCHO CUCAMONGA ' Q COMMUNITY SERVICES DEPARTMENT., PARKS DIVISION !� / PROMT NATE —J Lu z ~ / N O Tv— : SO T TITLE � / ' AIV 1 �• iJ.I�.V• DA Y MANAGER DATE Zp CITY ENCiSiEFA t _.... - ~ SCALE LE: DATE saEET g' G E N T h I� A N D S 'T N FZ s 13 0 )C E F LEC E A , oFlA1 _ T t� C 1 L.. I N Gv p L r°� N ►, APPROVED 4 t UwA1Q NO► sI+OP c�nwrac�/r,calnl[as ATE CITY d �� DATE � /41 r d .j r _.air_.-.ir+e >_•.....w.0::' "'.. _. _ _ • i Iv -Tfp. t ?STANDING 5E�AM HE1 14, - 0 KOO V) 4 � --�� $ 0 ( J �XrO5ffD TD 42�ducq r� �UlLDING — G �C.II �DINO -C O O Q • _O • 4D 4- 0 \ N 5u6peN Dap i A60u611G C,e5 f LI N 5 515E DCTA I Lls Y • f 5/A o•5 � Q U 4 EXroStfD TO !3 Tf P eMCTU RE W Q 4) 0 � c EI L I N4/ DC > • s� al � STAN b I NG SQA M . � M�7All RAW. CST. of Ll WTEL � '1= y", ps ol • N expo5tED TO _ \ N , nn/\\ 61TRUOTUI W cr ^^O �S l c DU I LOI NG + 15U i L-DING -A z 0 All • - �r LLS J V � LL Z W O w N z KffFLffC7Eb C-,, f UNG eLAN0/ MAlN7EN /4\ NCff YAR\ C) S �� L� 5GAL, E , v V z �� ROOF flAN �' MAINTENANCE YARD �, � w s V - Lo O cn O U •. Q_ Z w 40 " oc = O • ' ., C l-_u z a o (s) z PART A Lu FOR CITY USE OILY SLOPE-� R E V I S I O N S w ^ ILJIO DATE DESCRIPTION APPROVED NTtAL DATE �"- U _ -- ILSTREETZQ i ATER/5EFOR • GRO i DRAM Qi f l TRAFFIC W FINAL CHECK OAS CONST. 0 ' • S'S . _ THESE PLANS MIERE PREPARED BY: FOR PIWATE USE Q � IITiAL DATE DRAWN U _ •• ACED NAME DATE -�/p LICEM MISER FILE --� • Y .8• Gf;XTLA F L Wh ITN± STANDING 5<+.AM 1 I f • -T�crtU Iz�D FIN, t +T r sr z mom- �oO� $' �SEo ARy� CITY OF RANCHO CUCAMOf11GA v COMMUNITY SERVICES DEPARTMENT. PARKS DIVISIONOf/ - �� I/ / POK. ECT NAME M C 258 ( (� slifT TinE MR • 01 C mt- APPROV poi Ivo. ' DATE,j•nj TY MANAGER DATE 3 CITY E►IC:Nl 11, ' S�AL� o L �7 � D . G ! L! 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PARKS DIVISION 1 T IHA� JAI c PRO.EC S+E£T TiRLE !18• 8. S'7 IDN 4 L. lf�-T!ON r E l•_E�V/\71-O N Q E( VATI O N . of c��� VED ED ,Dt1 Hct f�-7'9' y r3A"f T` S MA1MaER DATE 'C). •7. CITY EAGiNEER �r" v .....r....—��..�.. _...��._....__ _ .�____ .r...._,._.__... ._.. T [/J�� ///� iri•� /!//,, F��_//w�, //I��/�7 DATE CPFICIALcio sFHEE °f - �', 1V NV • IV II1 - • /1/J t I 1 • t V' 1 E N R 1 • NDr \/ _. ,\ ( V I r Ot I' JDI{AMI Wm NO. , DATE Ra MN-0. � � �I -a �' /4 DATE CITY �.A .� � BISHOP GRAPHiMACCUPRE=s l ? No.A4076 r r .. ., ., .,.. ,.:,_.a. � .. .. r. ,. _�....+t�.._-_ _..._- � _._�..:_.r,.r.—.�__ i._�.. :a.rY.�.n..:..-�.�i__.......�.a.7�ifY1G•_ ._.. ___._. .. 4( 'T .. Y i �} n , .. r'o R, .. .• • , rr J" •�.t :.'J''.. r '•�'' ,. . � ....iL r p:. '•• • a c,� '+M•" •'..• r r •M XX , Pd►INTt-p PAIWTsP ,: 4 14 f(p 23 4- „ _ _ I _ • t —tet-- -+ +-•-� , , — �_.-.. 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O N T NJ. - F5 400 n NO 160 � 1�0 190 51MILAR R E N S �� > I FOR CITY USE ONLY 23 b 10 I 13 5 G A L r� DATE DESCRIPTION APPROVED "TIAL DATE �,��,, Q �A / �1/�� � � STREET Yy I ' N - OoM. 'N 041.03 ._la� �� fff 0 - �ll o s ATER/SEWE • � �2 � � N SIGHT 2i 23 GRD� DIiAIMI TRAFFIC - - VAN� - _ _ _-,_-_ FWAL• CHECK z Z - — . As CONST. f _ - --- - __ 4 __ ' MESE PLANS WERE PREPARED BY• FOR rRty*TE � �, • - -- -- -- - - - ------t- --- ---- -- W4017 U1tU71( 6NE!-F MTL1L DATE 20A 5N�L 6 �.�tM. - W/•MOP w DRAWN 130 R NAME DATE 0- --y— — — NUMER FILE • — u 8 -- 4- PROJECT � Q.- — p4 4'-0�' MINX _ i ~G T r. CITY OF RANCHO CUCAMONGAry � Q - - - — v - _, }=* +; ` COMMUNITY SERVICES DEPARTMENT: PARKS.DIVISION NATE c N ��•� '- !3 SHEET T1TLE • „ � 1 � --_ S ' ,3 ff L��VA�T! D N . �4 f L F,yA-T 10 N . 3� 1.E1/ATID N . Q V��rl D N a -� AwA0vw Boa mo. ff L____ ION . a �Lrtf V^TION . ►�i7C. v S MANAGER GATE CITY a MEER 5 G A L CA LF,: S A «; OFFK AI. 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T A p �; PART A 0 `/ (.f I I II I!l!T ,' FOR CITY USE ONLY ,a.. . 5 G A L F_ �u D I3I T L A I a I p 10, 2� NDOW R � s �so ,cA-5 t 1 ___ T_ _SECTIQ� �� A L-T: Nd. S-� v T t A LST, M w I � I1 — I � i � .,./ 1t _ - � �� � DATE � DESCRIPTION" APPROVED INITIAL GATE � —� 3 . . ..,. ,. J — � — . 3 •.. ' Qt r! I O - + • STREET ....-...- ....... ' ATER SEWE • �ZOLL-up 5Ht1T►EIZ Nau51NG C'�4►T, OF 1'. s, -- _ . �-- ,--�{, GR04/DRAM O _ I. � —=----- _�.. _ -T,S . GI�T ��� TRAFFIC — _1'S . �lRT GMU w1A:�� ALUM+ STODL - I aqD MI � . �LuM. U - ry ��T� ; 5/� �'�!? ��Ar<D - ,/ — . - �;-, ,, - S"'T-�LIGt'U ISL p'►� G•; � W FINAL CHECK 071zU L ti/i!G • W ' PL T �IN -TO N1A14T�'I, i IN TD MIS Imo;-t W Ir~ r✓ F�A`� T I 56.8 I N`T� IDIS. FIN•_`_" �- R,W _ '•moi i`-f D K S� As CONST. s: ,1 ROLL--u 6 T TEt� �a A s v wAL-L �ru�o �R � r �% ,-- +civ -Jill +' - I w/• culr _ ^� AWV� M Wren `� � �' �� SG� THESE PLANS WERE PREPARED BY:fA FOR PRIVATE USE I� / • _ M IA � L L L� � � _ SEACT. "TIAL GATE �• �, S A T, f CZO L� C' ,' -' -� / - HEAD _ a S A 1 . DRAWN u M5•. 54., I3 FACS I SHUTTER i �� /: SEA12 I, , C.IJ�.l1. /� DEET. 'a' r, -tIM•Pt6 R�d1D CHECKED � ri �� I � GUIPES '� i �_ NAME DATE _—• . ____ y 111 rrr���-------- — i ' G "C L �"f L�XA co" Ilkw j ; / .� -_______ -- _._ r;R.... •2 {1 . FILE c Z • 3 LICENSE NUNEER _--r -7 '�'� - - --- - -- -_ _--__ - - -.=�- - - - - - -- - - LU N) WIN SII, C H Q 1 i — pave/HEAD CITY OF RANCHO CI�CAIVfONGA tl] _ I I COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION l5� I - a -- ,--SEAL T ,,�-�SEAL-A9T b3 ALUM 5`tOD� - - _ I ' _ z c,r)' FIN. �(o MA�1'Gh� "1Y 5�ft PROJECT n WINVOW FRAME p o FIN• LIZ, 1 T. S. - K3 — i- . x 1G GA. W y k 3 � 2 + NT ,(TY�'.� -ii - MET, ST 17 SHEET m�.E SLUM. F�ZAME 3 G 2X 1 I/2 x 1/�. -- - - 5 I LCI., . 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SHEET VINYL: TARKETT,EMINENT, COLOR #12457 MEDI 0REY y" * , - .4 , �__ _ _ . .� Qi` 1 hI/�r��C?tJIZ•�'i' .JD�NT.5 COLOR 1 ,. �•,. �."� � ', �. wNOT bSEU 1 v _-. _' ___-, .._ __0000.__.__ ___. -- .� 2C SHEET VINYL TARKETT,EMINENT, COLOR #12459 BLACK' - >, J11 Wh , _ - ` 2D. SHEET WELDING THREAD: TARKETT#845 BLACK -' ,,•. ; I 4. VU kw . • 1 V E .Q X 4zz2+y f . / 6 ,,.__ 1 3A RUBBER BASE: ROPPE, RUBBER BASE, COLOR #OQ BLACK It •- ' ` i. MDT ItTED i . ;L IF3B. RUBBER BASE ROPPE, RUBBER BASE, COLOR #95 LIGHtti,- AY,; ;_ I I < ',- e . _ a �� 4 .' . /� • •. tOXLET PARTITIONS: COLOR 114A. ,,,.• ,�- . e-- ;'``�'__ 1* _ 4A CERAMIC MOSAIC TILE: DAL TILE, DK-1488 WILD ROSE, 1"x1' HEX ,� ♦ - ' ], TOjLET J4IRTIT1tMK: COLOR i146 , o 11 I ` P. - 4B- CERAMIC MOSAIC TILE: DAL TILE, DK-11 BLACK, 1"xl' HEX .;' / , C.) 4C. CERAMIC MOSAIC TILE: DAL TILE, DK-0lA WHITE #2, 1'xl' HEX. ' % � 4 c I OT•IK�D , y u 'I a + - 4D. CERAMIC MOSAIC TILE: DAL TILE, DK-14 LIGHT GREY, 15c1' HEX. . j ` . - !1. CABI1iEm; A. AL1 PLASTIC LAMINATE CIZIN •�I TOPS ARE TO SE COLOR -111A r 7 �\, ... ih I f ) 4E. GLAZED CERAMIC TILE: DAL TILE K-101 WHITE, 4-1/4 x4-1/4 _ 8�. ALL PLASTIC LAMiNAr£ CABIiN:I F 'iS ARE To K Al`i$ _ . �-. w IF, , 4F. GLAZED CERAMIC TILE: DAL TILE, D-714 STEEL,4-1/4' x4-1/4• ". Y � �_ ., C. AI.I. CJ4AI UITEiiIf1N5 JW'� �$ 116 FI,MISIIELi Iii£ . I- 11, C410 GREE.�IBRIAR II, MATTE,8"x8 " ' . , I J . I - . I " ` '.,: 4G_ CROSSVILLE CERAMICS, PORCELAIN TILE, ' �� 1 \A 1fEU 11E 4H. CROSSVILLE CERAMICS, PORCELAIN TILE, 0410 GREENBRIAR II, 8-x8-, MATTERS % -ate•. - �, - ; - COVE BASE •�._ "1 `. I 10.' STAIRS: A: ALL NAI MAILS, STAIR STitlililM, AND JUSCELLAN>~Ot?S ft,L r . . t . .1. i o ` 1.q 4I. HUN PACIFIC, S-3619-T, COLOR: WRITE - G(30, 6'�6"SLIM FOO'( CAVE . . *, ARI: TO RE PAI COLOR cvr' • _ ,- . •[ I i1. IIII BASE- A1371-1980 - �r " �4 $ 11. COAIIIC MOSAIC FLOOR PATTERN 'A40 ($a I� 3 .11 - 4J. QERAMIC MOSAIC TILE„ DAL TILE,5' ROUND TOP BASE,.MDKB-5.IN DK,14 LIGHT , y i0R EXACT PATIEWWt LAYE)UT}" �,..,"., I . 1 , . z- .�.: GREY 1`x1' -- ,1 .� I 12. QAZED CERAMIC TILE WILL PATTERN, COLORS "E A 4F (,SEE DETAIL Y _ - ' "' . "" ' _ 4K CERAMIC MOSAIC TILE DAL TILE,SQUARE TOP BASE IrQ3KB�C CO DK-11 f. T PATTERN tAYOfJi , "'1 e ti -- - BLACK 1'SQ" ^�;' - 1. `, t ; :11 " 4L GLAZED QUARRY TILE QUARRY TILE CO., NATURAL HUES I.GROUP II, 17 i 1 1 _ COLOR PINE,3'x3' & 6"x6" - _ •,, 13. PAINT COEIM, PILASTERS, A AMID COLOR-4115A �f 0 P , � . '�r ►�►P. G .5 � 9 IF 5 F F 3� G-B P Cao C;� P CD�j � i' (0 � � 1r x LP VA , - . - ��,� . r . . . W. 4 -0.11 CEPMIC T WAINSCOT SUVXE UM ONLY COLOR #* ._ ' I., 1 I "� P �I D 1 I -- 5A . GROUT: CUSTOM BUILDING PRODEX S,0XIOR #165 DFLOREAN GREY I TILE W T • . - - . Y NOW a MERM- LOUVER . ,� , « , ^ tMJWE, VERTICAL >r1.I11DS TO BE COLOR #I7 _ L/"i 13 I � _ r i 0 6A PAINT: FRAZEE #5820 W (WHITE) r . f r f 6B. PAINT: FR4ZEE #5421 W (LT. NEU'T'RAL) r ' , •1 „ !R. MARKER 80JIi1D 4'Y6• '"" 6C. PAIhi: FRAZEE #5423 M (DK NELTiRAi,) ., « ` *µ 17. ELEVATOR FINISHES: f1AOR PATTEN TO-USE COLORS #2A, 28. 2C,(SEE NAIL 1 ,`-„ `�•` �"�' ` I I 6D. PAINT: FRAZEE #5545 A (GREEI)1) FOR EXACT PATTERN LAYOUT • , . 6E PAINT: BLACK 1 � , .« v . Z- lie . ""' 4E. WEET VIIM PATTERN, COLORS 12A, U 4 X (SEE DETAIL ,Z FOR � Mw '... _0000 i � � y , 6F. PAINT: TO MATCH KYNAR Sp0, 1r«�,ht�T��`I817 G56 KARTFIELDe V 6G. NOT USED '_ " `+ EXACT PATTY LAYW ) � A� , --. 11 i y' , i 6H. , NOT USED +. . ,` f „ %.. , 19. A, PAINT CEILING COLOR 168 u, , «.P '6i. PAINT; BLACK r �, 19. B. PAIS ALL WALLS COLOR JCS ABOVE 9`-6' fink ABOVE.CERAMIC TILE . 1 - r " - , , - ' C�. PNINT/AL1 EXPOSFfi ST`iWCWK AND WkiPIIEMT COLOR W n �- , "4"I'"" ' + i ♦ \ 7A WALLCOVER TE1C:AMALd,1000, #116 UNF.�(MOVSABLE#ARFrnQrt� / , . _ � % Jr_ ♦,,�, 20. NOT WED ` ._ • . .i• n 0 11A. PLASTIC LAMINATE: NEVAMAR, #MR-5-IT r_XTURED,GREEN MATRIX � t1. CERAMIC TILE WAfN'�COT, COLOR 4L �,, --e- '" 11B. PLASTIC LAMINATE: .NEVAI A&4MA_6� &T i i vRED, GREY K.�DOSCOPE 1 1 - a . N ` � 12A ACOUSTICAL CETI.IItiG T�`C,ES: ARl' `��k''" ""r,ARMA�.i'F'F�87SB, � _ �., . � «„ . �2,� MASTER FIIITSi}.C�1 EXPOSED C.1{.U. OIM% .Y • + .. ^,.�5�'� �`fi`�`�j�. , -..,> ' t � I - ` e • -- LAY IN r 3 �. . , . - X It do - • , L. 11 6110 SAT,Up. Wm C,"'. #6A , •, , �;, • 6'. <`i^ a - ,' X 5/8" LAY-IN (WHITE) & TUFF#8878,24 24 X35/8 � MRTiT�•11ALL �' � •'�• �`• I I �► o wo-YvA` 'fiA� cN T MAR`S z r ' �. I I'll 3 12B. .� t , zoN6� Ml�tl�no►�� Mt_ 4#'w/Ha.b oow� Cc.+�?s R 'f v . - 2�. PAINT a To I+AT - - 1 . I __._ L3A NQS USI D^ I HAN�RA CH o%"+,Y"/'�}• ,#817 LU HARTFIELD GREEN .q. ° •y � /G `� '> I III . _ 5. 13B. NOT • USED - 25. NOT USED i - •. «. _ - 1 _ _ 13C. NOT USED I. � a . 26 - , /'ter CERAMIC TAE, FLOOR TO CEILING BEHIND EWC ONLY, COLOR #4f , it�L,L ,' r'T" `` 14A TOILET PARTIT;ONS: SANYMFF'!'AL„COLOR #85 BLACK L ��-N 14B. TOILET PARTITIONS: SANYMETAL,COLOR #96 WHITE` 1 '� t7. NOVPJIBLE PARTITION FINISHED WITH WALLCOVER #7 \ 4� ' �� `1k , - +.P �, 15. NOT USED I _ , R 1 k plc `��,, , - 16. TEX COAT: TO MATCH LA HABRA STUCCO,COLOR X•SOT CRYSTAL.�VI'rM, • � E8. CHAiR RAIL 1 2'-s' A.F.F. FINISHED WITH PLASTIC LAMINATE IIIA. ,"� - MEDIUM TEXTURE, SPANISH LACE • . ` ' 'N ' • i . _ y` , 29. EPDXY COATING ON CMU/GNU VENEER PALL •' . . Lu 11101111111 IN G r i 17. VERTICAL BLINDS: LOtIVERLRAPE, ARCH. SERIES II, COLOR #3960; `x ' - , - I I �r1rs f I' _ , • .I .11 � ,� 1 i 30. CMT • DEPRESSED SLAB ! SHOWER ONLY ,� . 11 . f 7_ 1b. EPDXY COATING: TN. MEC SERIFS 3 , - . v I coI. � � - � � ' 11 I - . .0 . , _ 1'�/p� M, \_ I �� . - -•.,_-•. .+. , , • ,, A'.-- : XTERtvo")­R FuN rv,""j � ` , Yw/r moi. CAM 1 . 1 \ � _'.V�, ,•x. ,� T V ,.. 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I I '1 , Z I,2 r 'J �,�� s As, I A,I A8.I f� T'Es 2 1161 0 ' - �Ns►ao aaev►„c>�Accu [is ' Aa.4 A8.2 I�0 vi�49�MIN NoTR S% 5 I I'i �� �� �� r,- �• ' A07 .; W►DARAr --fi• ti v /�`r 11[OIIpE11 NO.A/Nit IAE7t Is'LE Y a: +• .,---.. - --r •. � T P � •'� • p O o R ,5 G-�+ != I� L.1 L -----� f2'1 SEMI-MATTE CAST ACRYLIC ` • 3 FACEPLATE O.oeo- THICK.. a • � • - iu �� i� i. Pb IJiG H�►Rn1,.lARE • SUBSURFACE COPY. OPTIMA GOLD COLOR TO MATCH FRAZEE PAINT COLOR _ __ _ �� 2, oiELF -GLo51 C� pco12 hackie Robinson . i.• _ - -- 5L�1 aja ----- -__. --- --- �!L_ 3 F10KL gEQl.S 4 wE b 1•'1 b + c�Q1 A JA 1 � _ausswarFACE BACKGROUND �- '"'�� I1 COLOR.TO MATCH FRAZEE: 1L �) '� PAtNT,COLORsaa4aA. ---- - - - ��� 41 Fkov;GE WF.ArHER 5E4L5 G HEG� Ml31 `vlLi, Z I J,4 STWACk L AS A PW l�L. - - - HM P tzA h E -.__- - - I/4u 111 FIE 4 LA55 - ---- - --- --- -- - - --- y]-+Arz - - - --- �• ' BRUSHED. CLEAR ANN0012ED i, - 1 rt, �1 ALUMINUM FINISH-WtTFI - 1`; A T M Tl G L� do tz W/rp k E P ETE T R A I SURFACE COPY.OPTIMA BOLD -..- _ ---- ------- --- ---- --- SSC} . 'COLOR TO MATCH`FRAZEE; � g L� • A G 1 F1lq 0 Mp G Q Z°I c I PAINT COLOR OU"A. AS•1 _-. --_. _ .. __ ____ s _ I Y � _ 4f, �L.AL►Nk /4 W112E OLA55 - _ _ .. BRUSHED.CLEAR ANNOOaED ALUMINUM FRAME. _- - - _ '1. G LA Z N dl`j - 4 �I L S FULLY 7E Mp E E b •� ELEVATIONL I I/ � ,, g �-- �� f'LU5}'I rA1FL OF PLL15H 1°AiR cP ft.U<.I.+ •>TEEL I�LLMA 12-00tZ FLUg�+ 4.EGT1oNAL. �.oLL- Up floe R tz_ s3. aoot� Lnu••Ea - giz� 2� W. x �+. - till • WALL $IJR.FAC$ � SGS► /"tp,V[.�V�Nt � � � -0i. UNI�E�r -GUST GOal2 i� ' �� � Q SECTION-/- NOM' - ro►Z rop`( ' _ ;: - TYPE •A• SIGNS ARE TO BE M®UNTED AT V-8• ABOVE FWISHECLFLooR'T�O /'?'�[©i"F ® 167. AUTO MAT I G lav LTS DLI I"C.T 1 V E LEAF • rOP,OF SIGN ON THE LEFT OR RIGHT OF 17dE QOOR. SEE,SPECIFICATIONS ' FOR EXACT LOCATION AND COPY REL9tJ1AEb, , N i ALL TYPE -A- StWS ARE TO BE'ATTACHED TO WALL WITH A SHJ�STIG � ) �� 11. �X I T N LY N AIS b lr�lA R.E � LL �Q ❑ AQHESIVE APPLIED AT INSTALLATION. ALONG WITH A 1/32o THiCK ViNYL TAPE. 1� 12.LL Ptz o v l OE 12 ILL St la op rl b ob � 15 4 N A4nE ' .FACTORY APPLIED IN STRIPS, _ 1"'IEN AS pER pET. ON TµIS SH�E'f' zC �` ff . '�fDOOrlSCALE � �' - Cil ' "YPE A INTERIOR" it .1 2 r 0 7 It. _ ov ipE REgr 900 poo R S IGr1, E U - -- _ WOMEN - AS PER- PET. ON THI , 'LttEE"i" P E:T �,� n�f � - _ } � 14. rrzovinE REST'RooM 1200 RL SIC�Iw�I E •4L� �Q -� � 1 _- rill. - _ N56 T N H H t- r I x - As f R VE o T IS 6 EE + U E T SEMI-MATTE CAST ACRYLIC TTTI - 1 - I ( f O FACEPLATE 0.080 THICK. �. i' I ' 1 1- 6 - I S p (L L V E - `+- _ _ I�, °�VIq�C ttr1lJ F ( IN E� VA SUBSURFACE COPY. OPTIMA BOLD COLOR-TO MATCH FRAZEE PAINT �; = -- - - -_ 1/�� (,�LASS I j l } 1 0� " U - -- - _,+ .. I 1 Ln i b. S E E E 9 /A 6.I o 4 L 1 o E �._ -� t - - ` IEb { i F T F MU N ? M COLOR a421W. - - _ ' 1_ I i a 5 ' z 1 N SUBSURFACE BACKGROUND COLOR _ '_ �_.____- _.. A 00 �, I, - TD MATCH FAAZEB f�A1NT COLOR = i I V O lU 1 O G G4UNTER HE!GmMT ,. -� i � i j :, � � � I'1. �!G IZt,IC�N SI''1 k� b Ott WDA TIVATINIsI :aa4sA ' o - = t I ! HARn WASE ohl ELEvATo ru 1 b E _ -_ ® R - a • t't, � --I---�• _ BRUSHED. CLEAR ANNODiZED 7• i Meet Room }1_ It. P90VI OE I-NOx Pox � � : i ❑ s� ALUMINUM FINISH WITH SURFACE COPY. OPTIMA BOLD COLOR TO 12-OLL1Nb, GPUNTE� P00fL rAII2 or• STILE GdI L 1 Nl�t F 04L-L AcGol¢t�IAN 1-0012 _ _ I, ,t RF �� MATCH FRAZEE PAINT COLOR C�/1 f► _ � IFIL ti d�1 PIZ fir✓ �'�'T. `s1�� � 0 /�-W�Y FIZ�t�j POJ�. , I��^+� 121 066"A. ri OJ �C ,pF i�,. �a/� 8 Z. r�1� �t�r�I r`4�r-_ �I'C$N • �t ;�► H K ZO Pi�Ov 1 D� FIRE, C--Xrr H^NDWAf9 E Z 1 0 r �a J (yN4 , nrAAFT c oNr�.. N ELEVATION ixoTE: - � 7' DUM I I i L:1 '' }- 5 LOU V SG H �1✓ w i FINISH ABBREVIATIONS C/) GLASS CZYp) 3' TYPE •8• SIGNS ARE TO BE MOUNTED AT 6'-a• ABOVE FINISHED FLOOR 70 In OPEN I NG F ISM�. __ ___ __ _ - - TOP OF SIGN ON THE LEFT OR RIGHT OF THE DOOR. SEE SPECIFICATIONS WcZAT)OW _ FF_ FACTORY FINISH ' 'FOR EXACT LOCATION AND COPY REQUIRED. -� 1!►; _H71 --- ---- ' ���� H I•-IL7f�� _TYPE M �'^ H . .� • S MM HOLLOW METAL � ALL TYPE B SIGNS ARE TO BE ATTACHED TO WALL WiTH A SILASTiC �� i HC HOLLOW CORE 0 ADHESIVE APPLIED Ar INSTALLATION. AL014G WITH A 1/32' Th JGK VINYL _?� L I 1g'1 X�ZIt � AWMI `t'0. �l l . t TAPE. FACTORY APPLIED IN STRIPS. _ ® _.- ...-- __ >.=/ ---�- L Z X 121 ' _2 Al M YM MIN N � -- -�---•I+ P PAINT FINISH - ►-3X g -1-- Lure Y _ Viz _TYl . - PL PLASTIC LAMINATE O CJ j SC SOLID CORE 1 t rs c A E i N T E R 1 to 12 W 1 N D D w r I I_ F. � STL STEEL _ TYRE E INTERIOR DOORSIGNS. { .,; ,_ ,! � VIN VINYL c•S .. � /� I f7 - _ * I ',• t Z ir .( ® q _e, -1�/� EQ. 2 >~a . 2 3-0 2 ALL, wALlS, GLl�S. 51 >z�CTuRE, 4 I N N Y u i r M •� _j 4 v. _ - EUIPMENr PAIHT�P �aLo� Na uz .� _ _ .� t.t�r �IxT�FIXTLizE �I:-��� ELF-(.. AbovE I' aFP• . _ �� , w ` tV e►s�.f ate.I - Q WINE &L.A.)5 I/4r WIRE .(•fL.ASS " V ❑ ' WOMEN. _ . _ ' . _ _ o;,IzRIooR _ ' x - %" %/ 121 L, _ L� '� ,<Y N 204. I°I Imo( eco 21 v f ,��A FF c L G LG;, SYSTEM- -� V j. .� .i , As>�.t n�.I , sb.t A�1 - DA F F E L5 PA I NT r D OH7E t1 Z w - _ �► �/� �' . . � r _ , _.�UFFOFT sY_STeM .PAINTED �LAGIC O 1 1 BRUSHED. CLEAR ANNODIZED ALUMINUM FINISH -� ! LAN __ WITH SURFACE COPY. OPTIMA GOLD COLOR TO 'r t- "-r- rAIt T CrYP BD, WAL� COLOR 0 Q • MATCH FRAZEE PAINT COLOR saa4aA. - -- .. - f dGTi RI° ov A.H. To PAINT CTYP W FUFF14 COLOF I�, (.6 _^ V ,. Ab• i PINI� !+L R - � Ab i 2 -' - Z °A INT 'CTYP Ev aRcH Gol�c , � V j LilrHT FIXTURE • �� .` 1/1' WIPE 96VEA L (TYP). r-- _ .y - W LLCOVEK Ido. 7A O s� ?AINT G•Yr. FILASTcF �ol.o>z r=- ._ hET• ® � p�T. aET. b�T. hET. 1�ET. , �a . • . . PLASTID LAMINATE . TOP _�0, I!A U MEN - �' 25�A8.2 7/g8.4- g/A8.4 l9/A8.2 WAS-4 ►�/A8.4 = 'o io _ r�ADIUS EDy-E. x:1,1. t , c, �_ __ 0NOM- I � - {..� PLASTIC LAMINATE TOPT _ { TYPE -G- i nr mum ARE TO BE MOLMITED AT 12'-41• ABOVE FINISHED FLOOR TO TROP OF 8". OC n > < � � G I i �" Goog 0 IIA. 16 CN• i. G, ) PLAsTI� LA c,,a�lrl�T I►�o. Ii , CaNTSIM ON DOOR. SEE SPECIFICATIONS FOR VLA= LOCATION AND COPY REQUIRED. - .J , N F ASTIc i AMINATE WIFJEr N , �► �, - 4 - . `' ALL TYPE •C• A -D' SKINS ARE TO BE ATTACHED TO WALL WITH A SILASTIC ADHESIVE APPLIED-ii =RoNTS �L/�ST1� :AMiFIAi= f =C ^� INSTALLATION. ALONG WITH A 1/32• THICK ViNYL TAPE, FACTORY APPLIED IN STRIPS. _ ® :t GOl OR :�10. II0.J, C.N� G' i �1 RUbB� `��51 - __ ._ .z WOMEN'S MEN E -- i q FUBgEF EIASI: caLDF NA 5A �� c N`.ti SCALE LEVAT �N - ; �r ; TYPE PE HC11 Q I'D" t 1"`111 /"'� 18 � i�7 © M ., �, - Ot V tJ h� I. pET. r �_ ._._ _ ANTERIOR RESTROOM SIGNS _ ��� M� 11_ �� 20 A8.2 17/A►$.4 �..�........__ __ _ __ �. , .� ,,, Q I k 3� CL u1I J K .t 414 PIA. 5F4f> IE1>/ GLEAF- ANNOP1E5p ALUMINiIM 144. 2� �I ¢ �I 2+�11 (�i�2 5 L A L I- j GAt�- o _. a _ I -OORR•1DOR END, DETAIL ,. . COR'R ND DETAIL I_ 8 Cf) A 4� PIA. POLI'sNED bgA55 SPH6PE W1 IAL POLISI 15P i Z,11= o w �2 � t II I � , , 1_ 11 � ��, FOR CITY USE 01A.Y � 81'A5s GYLIi`IDER _%PPOFT far-T � 4� DIA, x /2 GAF. (� - o+ o _ 5 fl JJ t. DATE DESCRIPTION APPROVED fN1TiAL oATE t 11 - -, , ���FIDR._ �l�xHT_ �9� �tl 3�,� � � � ' /S POLI 5 H i D A L u M I I4U M 5T RA Pra W/ ARA SS. - INTERIOR FINISH NOTE 017 � sTlx�T v� } 5 o LT5' ' - CAR FRONT - TO MATCH OTIS DESIGNER SERIES „ G ' f GFtO i CKtAN s , O DETAIL 0DF12SY STAINLESS STEEL. j TRAFM DL< W l� s - SIDE & REAR SATIN FINISH CHECK - M N Il 'ilfflGwll�lf fMWEIS - TO MATCH OTIS DESIGNER SERIES FSA` CIS 4 HICTH x -/t PEEP 3 D LETTEizS- OPTIMA 5DLD ti i DETAIL fOD40C WITH UPPER 9' HIGH ` R/W � < O STAINLESS MIRROR FRIEZE AND - AS CONST. 1 f00DN--- = PLASTIC AM. COLOR /116,,NEVAMAR _ -- ------ POL15HEp ALUMI►� t1M• a 1 _ \N P L a _ II I C II I JI _� BASE - TO MATCH OTIS DESIGNER SERIES • - O N N ' �` = SI FA(, 2 X -1 �?, x 3' F 15��t.q ss Gad,Iz DETAIL fDA18O STAINLESS MIRROR THESE PLANS WERE PREPARED BY: FOR PRIVATE USE It- / FINISH MT1AL DATE - ti] To MA c� KY�AF 500 817f(r 5 ro HAlzTFoF D - '� � REVEALS - TO MATCH OTIS DESIGNER SERIES ► DETAIL IDA190 STAINLESS MIRROR . , DRAWN 4- h r. EGI� FINISH (� � CiEpCED HANDRAILS - TO MATCH OTIS DESIGNER SERIES . 3 �-- DETAIL fDH151 3' DIA, STAINLESS NAME DATE N 9 REEF 3D A99OW FoLIstlEr2 ALUHI.,UM, -o T NIH III _ STEEL W i T H SATIN FINISH r LICENSE NUMBER FILE - _ - Q Z • _ DooRs - COTISOLO D090 PLASTIC LAMINA E FINISH - CITY OF RANCHO CUCAMONGA �- `� • COLOR IIIA NEYAMAR FMR-S.IT GREEN ,,,. T . - y WITRIX ON INTERIOR i EXTERIOR �, , -• FACES OF DOORS COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 3 '� CEILING - TO MATCH OTIS DESIGNER SERIES ,-w 11 I II dN DETAIL fOC23.F C!D N/-NATURAL CA(���:( r� MATC NE-T►^1oKX Pf; is AOrI �T NAME o --� S -i MIRROR FINISH �� a �,-�U3 z 5 x 2 2 ALUMINUM FRAME fIHI H k1/ KYNA9 500LI FkWR - SHEET VINYL FLOOR PATT6iW �'8Z,3 0 KC?LL(IJG NtL1••s /(�DDL�tAK 18 X I8 " , COL01 8I '�•C;5(o RA F-TFOKP LTAE E N, SEF DETAIL 6 � SHEET TffL,E 91 IC �t 5 lam . .5 tr,us T'o ��. L��A-T'I:D o v�,�L.t�S o�F''o51 T'; 4 _ � No. -, �N C� k21+.t 5TAf' L r U E' LI GI I-�T� 1'X`f UIQ Al-tGi1•t p W/ W L UM�t - .1 11 GO '�OvK S E) _J ry F,.� - DAT � �' S MIANAGEA DATE - 7. CITY A•. J . DA SHEET' OF VA RA-IW5�51 m4b Cv;.�Trffz1=-pp W/ L.-I 4n ED APPfbV -- SCALE 1 :,�L. *... E E "". �:.A 1. f 4 Y�ATE orFtCtAI CONCUOUtl""SE SIS ASE ._ ,+ M f - Its RAVERS , ONq . Lv. � N�.-,0. E •/ . 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V ❑ r" 1 .o •o . . �- S►E/�l-�ti•1T � tGE �V It lt.�v�l 5 I CDI.I :�/�►7•Y SL= Cowl r r ; .- G �... ` I� Mvt..c..10►.�s W .luzS ovE .�' be -:Low _ r 1 • }C s #� 14 5•s. � +Pc sr �T. IG 1 a Ass 14 c,o . �.�. GLostJr ( p o I r`�7. 1✓u ) V cn �LASTO M E IZ I Cr--.T� - /� " {,�r''`' _ o/ _ CL L >tl STANTOF'1ZEtitE " ;":,;r PaoGtNca.. 12Dp M e. 1�.. o , ;;' �• lit. Cb t� 3 a2 s _, _ Y' Z W �- G1 j -CYC 'S- -fie � SLAT SEAL - - -_ -- �D ct� -•�"TL�2MtNATE TILE �f i coo / , �° C12- t�-�O r T z WAINSCOT SELOW _ pt2l=- U.as-T CdLlG -t. G. T, P. C..G�L.IG.-LI '}- � - 2 2 -Cep-� '' ' .s A�i� T or,� �.-ti 1 «, rl �« burp i3 ZJL TZ T O i •I4 GA. G.I. - S - .- rl,l 7r - c ct, - Tl - _ _� �'l90 _ _ �Q Mrr-i. CD Sra! , ' s osulec. > _ I� 3 I'4 V �CLO£�U fZ E --� %2 t�2t S Srl.. y� . C r1G►�r� ..'r r.�rJr� �} �T r:�1r�5• - _ �� n' ` Col MET. S7Ur� ^ r7 _ D z �PrZECAST -CONC. �� O- '� !, G W��.t., `�' , , V LU MOLDING .!z SILL :..__ �� CMU ME bI-t O • j \v C.1.�. Y -� • j� -;� M- _ r S's r/2p.600. %NTC /�. 5 p� _ T�lr C- i • i=Ir'2b fL'z. C ►.�'( v 2 - O f TEXTIJIZED - <. ' . - 5-ccs �Nr MtTL�GULuG. �� TO S F lye« �LRpp 1 L,67W `Q u N ill- ... a� Z w COAT I NG - 99 o S��x.aN .I s �_ -71b CL_- 4, _I �hll _ F- L OVER CEMENT - etc t r�oo Co ZI ,.- - GM v �VoL� U PLASTEU 4Z l7Ati2tYGl-P�l�.Cl..Eo►��,�"'z Cr t M-2 acs v / pCA�rc2nkr.w ' C,e�N S Tr2U GT t o rJ � O124 FkL)CS r Q . I _CMU U L N N �2E 1 N►a1 cta•��•� �n►2nr Iia. � WALL • t� N�rJ L S S-t c�. tgz\vG 6 . To rz�s�w 4PE o- WO tAaY s14(.. - couT. 4 �5 t N ! W M. �2AM otY.GUizS p pox tit . w/ S�b2L 47 � \VtL . Gm- t,10 V - LIW6 L ��. t+ANo cot... uum v l .t►.1E L '.� I-��r� � � Lu - sc,4l � ON t� ` � Scalar 5 �-�► L °'' GD L. N C -- _ C `T T r' x p ,� SC./�L� _ sc4lc T ` I 1� ,/� ` , � I � t �[ l y `�' E z i •.r r(»_ I �l`' L I ' �' ' 1 v ++J4_/�(�T p I x 1 I V Q f J I n1 p h17 /\ I\ S I O Q 1 1 i o I -o16 1 E A l ..� hf « _ • _.CON18 C. COL- ---- T 7 • r ( T0mIwA'Tiz9Sj� ST.aip+_ \v. . Cf ?EXTulZED ..GOATtNG a _ o • Q- / -r� tT ct. P� . oJCr .t ❑J FI o" /z O_ PART�AT�OTTED LINE' V `� PE S-GINDICATES IZECAST f • C 11 N M v � 1 '� W LU __CONIC. : C. t t•K1:. �, f 5� TYPE X G�PB R E V I FOR CITY USE ONLY BASE E3EL,OW ` • I SIOMS • a E Cf� -i I rJC a > , • P��BAST CD NCI _n* (� r G O�} - pI• (? CsD r.lG• �V OLL DATE DESCRIPTION APPROVED RiTIAL DATE --� ; MDL p1IJG '-r Y ` N �{0l�Jr> . 2y e/. L v' - STREET ATER/S EWE �LASTOMERIC GRO s DRAIN • STANTOPIZENal r'��� _ �rr�THF.�1E Sc oo TRAFFIC G w FLAT SEAL - ,. 1 �� �"3 7 5-� _ :p M I�S'T 1 G N I N [/2N r EI�IOC. 'I� FINAL CHECK -'� R/W . 7EtZMt NATE TILE i qtr. � �` �- � �' O . WAIN - .. _ ��� ��r.�.cr.�T t} .�: .«- �--- l�P...crtt_cT'r�J t� O' 2 A$coI+ST. ,•, 3 SCOT BELOW 4 - 1��„ _ -+ � O ',' I �V;l'�. M M¢�rZGa>!G- Gd�G . ST�olvh� THESE PLANS WERE PREPARED BY: FQR PRIVATE USE I ,, , t2I SIi►Z•. 1 oM r L-r l 450 bLum DRAWN ti -G.I.SLL3RE._ _ _ _ I _ �r 1 - - /el. SLCAP" �E baGNe�ts �C IruTu►� DATE U _ r IS LP r d. p _ - 1 -._ - - • ��I ROLL-UI' FIRE _ _a �- �NS�"s AR �l �G Og P. (�C NA«E DATE Q ---- i? ce"G. ��4 f LICENSE V IER X i i �.- __- • - ��C.O� . a FrLE 11I Vis AY t?G. Gor,.I C 2�8 ,� CITY OF RANCHO CUCAMONGA \ Q STA(.>Wm 12th Ext.. `� COMMUNITY SERVICES DEPARTMENT PARKS DIVISION 0' • _ h. G. � • , v •��� G�S Ia WO•LIL _ � � � REN. sly �P PpaIECT NAME , t •� C o _CMU _� . •. _- . �nFln. Uf C��� N OT.E WA 1r.L .. - 8 t.•�aN.IT �I Qc sc INy obaMp SHUT TIITLIE . . rz LL W. AOR ADD,T 1 OVAL'NO \ i , , DlMElISIONS rd.� -TAI G.-f. Flo, A57 1p SEE ORIGINAL - / - ,o" NO 8"j -79S -TO A0• CONTRACT -DOCIJM DA oMMUMITY Y S M4RAWR DATE CITY ENGOWER _�► L_. @ A L Dt` ti ESD S�ot SE SHM -. ofrA811 A i LL... x� s c . o -�� . , " t ArrRry L R l r - QATE 4 4r 4 `• 124 6A. MP-'r. 1204{r'G. Vv/. 6 12 !" t'ERI.ITE: F3D. 14 GA, CUNT. i'13 N u `- � � u - 1_ 9" , • 2'' X 2a C3A�`TL1`15 OVE IZ ., ME_T- c0 hl N 6 -� 1 - , --- 1 - 1 N . `--;-- --�._ W I. I°AiPER • �-Si/2 t2�610 W/. CONT, CLEATS x coNT.G�.EAT INgUL'N. TH Si ES 2 coNT. NAILE ., 24 GA„- MET', I200�'G, 5�f 1' �- T.S.��- I w GA. MET'. I4 GA. GALu. MET. 1 I" F_-r. �0 W/. 8 S,T,,'A.5. i 6►� -Az" BATTENS �/g EXT. pLASTEIZ - TO MATCH A A N• GUT''ER SET ovE1\' 011/1" t�, _ _ TO 5r n C .i -,/ '' ExT L-A OVER w•p pApra �14GA. MST, pvE� tN.1', I'APE1� - �� � � �_ 1�ECk G. _ � _ TSA !�- 4 X ig„�A g i ,� • � • H � LASh G. TO I cn WI) a Ohl / Y 'f`H G. u /� - _. �, 7/2x4 CANT ►12d. CONT. MET. 1 PFRWTE 150, MATCH FASGI --MET.&LASH'G,i --- - T � � w > A I2 �. � W.NALEk , ---- _ iSEE ET 3/A8 -- - - - - 3/8"A•f3,iA 3� - - 49EXT. PIAS - 1NELh TQ __ _ ;� /2 p k m ROW "Cr1�. \ EA. STLi? PnY 5}'1ziNG K SHAT1.1 G. p ----- -- P1I2E T- -� LA"TH EUiU7 5Q• MET. hEAb �LASN'G, SYS► -1`hT. GL1TT�12 �' Iu I M' .� ��,,QQ \ 2 . IT' O sGONT• 5i U17 TiON (t sm, A CONT. STUp a y y SEE PET. 3/A8.14 ZxZ,x1� CA. G1t21 C-f`Pi'.) _ � � - �--, 1 NG �PFZ _ -- - -- TYPE ST o 12 tQ �. 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I D• 2 PAPE R. 1 �''EL21••ITE bt7 M , �� $ �XT, r''LASTEI•TZ If 1 E E h a 1 t2E rFWTLCT'N ,: - M I /2 X 16O 6A _ V t2T sum` N 12 qCT• Pt•A5� :�' N �U1�T. a,EvEAL /2" G. _ 1 i ���, f;ZLiT C'yM. - _____' ' +' - -- - 3/2 tZISln INSUL �'.t-► I�IC i=�,M- 1 SGL L' EA. Q) - - 6x 14GA, MET. tr w•P• pR ''pp ON MT„ i� N 5 E p�T• 10 AS. TA l I1 1f/2'' MET. PVaK <o"�c 14 GA•.MET. 01ST �p NEh I „ INE f4T 16ii0.G. STUD `� I -Tr� �J g I L� /'� �rsTL�I�S C° i6 4-C . / °� � �� J S P �� I /2 M .T. d�GK, `1 O I iG p�cP RIGin 1N511L N• ! _ i5 t'r44 1 b z o 1, G")( 14- GA ; MET. / bATT. I NSUL'N. r 3,f4 L�tT. 1't.ASTE 12 ua i �ao� Dt�l N _ - l 1'E12LlTE Psb. 5TU s CA 16 o.c, CORNEA EAc Q f ,1M� ,, 12Ev�LAL- STRAINS ! DR"av>1 - - SEE 17ET.10 A8.4 R. w ! M, 7/g''EXT, f'LASTE� �+ ��v;1 MET. 1�VzAL. I ' •. 1 � 1(oG r ISATT. INSUL MET. � � t �� �' S 3 ��`1' 1 �OYE��.FLD1,U,2 � .2� A �_ , i �E E Ei o/A•8.9 Q) � - Ot V�1/2 19, sh G. - SEE n�T. 11/A g•9 + P. �' H 16 H F1zOM �-D� . KN(.• FGIA ,� II �/8`+ EXT. t'LA 5TE +- or s Irojl/G ' eAlhi p t I 1 11 � t7 5.. .��� FR�MING A7 �.4M, ,; w N /'''L vP. SHEAT � OwN�YDI�T SE.E p MF I NG ilo a c, 3 .� 3 W• P- pEtZ III = IF 111 FASCIA G� GUTTERSCALE �, SCAL,E SCALE SCALE SCALE r �I�A G t A SARA T _ _ - GUTTE A f SCALE 0 I ► o - a _ �A ,SCIA C C NOP'%' t W � GUI p ! _ .� _ L ASCI LL 14 CGA, CONT. M�T. ? CSI �! (0t'IN w. co (T 1 N Z4 G A • MET. R005'G. I'' L ITEo _L`- - I 0` ��-r. a4- 6 A , f�T, F! o /2 OVER W p. rA pE AL � � i3n. . 2 1A�T`TeN G 6.. 8 / :5va 1ZjG1a INSUL N . 0 �R . W. P. F' %PER 14 GA. ME-(: LASH' EXT P1.tt5 E� S TO MATCH ON M`Th LATH , �� 2.v F 0 QUI LSI N6 PAP `;' I '� bER.Lt _ Ni me T. n�cK �N k f sing �-? w < -CONT. STUD TRACK 4 3/2 �hiG1D INSUL. 1 = 2x 2x o 5-12 PAN HrA17 MXH. &X14 6A-�O16T5G _ : N' :;� I � R �� � N � N 1 - o L. I OR EQ UAB, e 24 0.G. l(d' O.G �; a �. L /2 MET, pt:'GK H g �T• PU4s !~ > c� '� r`' ` _- _. • . 14 S . 5.TA MFetZ �� 'fK P, _ _ u 130TT. 0� i- 49 snow X I q~ GAS TYp - I �11?E p!'ZOT EGTtQ N 11 ' i- TH GUiLD- - _, F i i . '� ,10t5T _ JOlSt tg' G112pLIZ C1`t'I'.a INCA PROOF 5G1Zt W�, 6 14 G a MET. N _ -� O N _ 4 GA . E C 12 G.C. STUDS 16 0-c �4 ASCiA t y 5Tp LICTUI�AL _ �--- ___._. _ S STUD- 5U1�OR i t �� j f E: ZT. 5 E C �k _ - TL. �a I•/L x Ito GA"CHN L - cr' k Ll UP _ ST t b ALL ; �. EA. STUCr 9 - `iI%2�A I G GA,CHN L. FOR F NN FkAMINCS I /2 _ STL 5U ' T. c SGI PMIr'IING _ Q- , c ►� , G T - C�1 vp �_ I 8• i 11 ,c i w tip d �2 ,X t0 i it .-` °_ c Q j CV lU - Cit. uD Ufa -�, i 12 -?� i� / 3/4 ��tI�,r., R _ _ T-TOI'� al= ,�- 1,A51 t30TT. PoU* pLH ll� _ N 1N ` GIW7 j" I WE-i EVA TEX�"URE� COAT G VV eP,TICAL SLIME CLf P a MEQ- Llt P p _ - ZEAL 130TH r✓• 11"�E.� WELD TO SUFt=OjZT � ��LaNG ►�PEI� ooRN� g�D � �` �_�- � Colz> MO12EL �M > 1_7 � �a� lb -- -- ---- - -- zo i -J NOTE : 2.4 a K a CONIC. VYALL (nQ NOT ATTACH � STUB) �`I'YP - 75-I5o nA,onl�lll)� I i pjZ 11� , REVEAL_ 7YP. ALL IZEveAI,�► I FOP, A O L r C NSTR. - 0 4nEi pG�5 �j5 �� 11 N ; ai ATT, 1N�UL N , i G 1�1' _ g x2 x iG GA. MET C • T U 3/4 v', �' CANOPY GLG. i +� _ I%Z"X. I & CA , t 116 1� �► 3 N I E SEE DeT 154 M I 1517 1N ELT7 ��+ 0 G1 N SR 4 ,� iY f' 5/4 O ' " - c7 /AS• 9 CTYP.) 4 LONG IG O.C. . , +� � 1�iLxl�oGAG�NL• . , ,. pLAGTt- 21Z SAM ENG•LOSURE � 8 8 8 1 16 � gu - -7 6 EXT. 1 -4 LIyC�_ !�_ -G7•G _ . 13 211 GYt? SHEATH'G. GOI�N2 �Er FRAMING - '�`(P � T. I�E1/ 1.� FRY -\ 5 LL W' P. 1�ApEI� DIET, .IVI��F'fZY M�dELpG,S- 75 i5 _Q SCALE CA SCALE SCALE SCALE LE FASGiA GU TES . : _ , CC�1'I �G �? �'AIA � � �_ �S� ] GAL 5L IDE GLl CANC� �I' 1ENCLOE?URE: s GALE+� P L G. @ VSA L L � _ �� G } {Zl�� uONE _ GiRE ,r� , , o � � _ _ R ,aN- �i I a � z 2�4GA��j1��IE IZOOF'G. Ir'�1/. 4X8 DONT• Wt,;, l3LkG• �� 24 GA. 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MET; FL I-IIN5 r ft• a'-A _. _ - . _ -'_ _ l'�-Yt'�PYL1 � - = GEN'fEIZ IQ) 60AIZP ovesz - I q w �� REVISIONS 5 E D E1: - •q , a -_ - --= - 1tJS� Tauri! n ptGUID . . GOR QUIT I N -- ---- Vv.p M FOR CITY USE ONLY I - / , 4. it z4 ; ' � � G�' �y, � III * j � � GATE DESCRIPTION PPROVED MSTIAL DATE W . N 3/L�- G(�'1' �✓Df41�D , -� -- - _ - ' - .. \ j STREET ► 4., " �I. ,� •'�n,a w. '1-c�► .� 1iZ M .,t t V. EtASTpNfE121G - �1•� I- ( 4� GALV MET. M _, 4AL� � � W i r . - ---..._ WATER/SEW , _ 441"Naa yy +�. oG u�N ..51o�F. I to MASTK f?rLl- , 1 C i DRAM �� 11 CL �Nlt N, LASH I NCA JGRI GKET s KEN �- $r,.K•klXa c L7, l TRAFFIC < W �EAL.ANT ,1 ME'T• J -c L.1P © T� a�~r�N Nay'To . , ,. �;ar� �� 0, r�+ #420� `- ? FMiAL a�Ecx !� 4 Y�` 1 , r�N C LC. I� NJ17 ►`� �, t.[�fN ��� -y y d s z r_. AS CONST. r.: `' Q 1 (T I • 11 7 ;; _I11-Ill _ - ti ', THESE PLANS WERE PREPARED 0Y: FOR trlavASE USE „r � . x ( `; , • . . . • . ' • x.(11 i I. III F I .-. 1., .- .Ill I- #-.:;>•i. ` ' . 7) INITIAL DATE l ! 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B9-•7 , G.� REN.-541~ DATE COMMUNITY SERVICES MANAGER DATE 17 CITY ENGINEER 1 V V i Y .-.,./` �,� �JG� L� I J'l'�/ Q�\�" APPROVED SHEET OF _ F EO DATE BUILDING OFFICIAL � E L- SV J4 �E,C-7-!0 t�.� 5 � of c�t� I APPROVED DATE CITY PLANNER DRAWING No. 1�_OF�7� & RESBSNOP ORAPNICS/ACCUP REOWER NO.Amm 3 2N - - - 8-RAC�►.0 S ..._ - . --- .------- - . �• '�Elo 00 oe� I ` _ ' _�- cn ID 71 10 ^� PJM 4 2~ x --A cn . �. oo. MOLID ) W61 T? p, sIhL EWn � o �oD� 33 33 c,r, IL IL: '. %L o o a� . D � O 7' CN o �t CT o �t C) Wp _ N CN fl L O b 0 O U c o z El O Cil Q) � r ■ u u W I I _W �F U �1 Lu z > a ¢ C) OW J u, W cn w z O w 0 O Lvw z w w z_ U w U w • U Q w PART—A O z . z REVISIONS FOR CITY USE ONLY g DATE DESCRIPTION APPROVED , INITIAL DATE CL STREET WATER/SEWER D CRD & DRAIN TRAFFIC Ci Cf) FINAL CHECK W R/W J AS CONST. 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Wen !,� � wows a s AIL � t � T T N o � �� E Jt••'1 � a�T ► t � �� � N v i.J �. � Lam, z I I a •TA I L� t , 3 u, 51 ANd 6 w I I - �- A f i 10 FOP- SIGN TYPP . P STA 11115 121 IF67 • - • ell 0 - • I 10 . • . • c. ZT1co N OR f5m ti • I �f� 5� �1N ; * RE 2r,39 • �1�1E OF C AI�F�Qa\� w _ PARTBIBBI�A 0 z z zi REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE STREET WATER/SEWER ❑ GRD & DRAIN TRAFFIC ! G W FINAL CHECK R/W —� AS CONST. ,Z Q • •8 7i 8 10 — _- — THESE PLANS WERE PREPARED BY: FOR PRIVATE USE �_v • INITIAL DATE ' - tc 12• ' Ig- ' • DRAWN O CHECKED V • '� -- — I U • I • , I • . • ' CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � PROJECT NAME all a C� • • • • W Q SHEET TITLE APPROVED APPROVED = 0 GG l ' /� /� • DATE COMMUNITY SERVICES MANAGER DATE 9 CITY ENGINEER G i.✓ J� F•'� {�L• :..J �`�• F-i ,. �, C-�7G/`1 L ,.•+ �j /� ( r �.-. t /� + APPROVED "�I �..+ i�. r1 J"1 14— G .✓I• / `� M = �i G IZ D A 4-�. 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TEAT W E ECT SECTION I O int �ZD W S t � . � l A5 Sf10W�i � 2 5 � 6 . A _ _ ❑ BOX_..S.EAT S.. F , , 3, 4 � ? A F cf) N OTF (Two) $ 8 A - 15 (-r'wo) 9 * 9 w 13015-017 - zDIM15NSIONS ARE13 , 14, 15 l6. A - K !2 , 14, ! 5 417 A - K z SAME ,% IN •I`t1�E '1<'1. 01'P• HAND w T_Y_r:�----,-� o N•T.5. O w ,�L 1 G, hJ 1" `� �' Sc��.E s cA L E z � `� 1 t� T' 1� A. i 4 N � ►,.t . w IL, z z w *ST U w AIRWAY EXIT YOU ARE HERE•. STAIRWAY EXIT, , STAIRWAY:_ EXIT - STAIRWAY..EXITe •. Q •. • • - • • • FIRE EXTINGUISHER FIRE EXTINGUISHER. • • •FIRE EXTINGUISHER• •. . 0 - . 00 00 0 .••• • : PART�A z •: ;• •. : • . • • .. .•YOU ARE HERE ; REVISIONS FOR CITY USE ONLY J •• • .•• ::::::•• • •• :;::: DATE DESCRIPTION APPROVED IN17UL DATE • ::. 0 • • • ..... .. • ' ...: .... .... ........::.:::: • STREET .. .......... ...... .... ... ..... .... .... .. . ... ..... . ...... • • .. .. ........... .. . .... ....... ...... . ..:.:::.:::. ......:.. "" "' "' •;•;:' 'NATER/SEWER . ..... . .. . . .. . . . .... .... ... .... ........................ ........ .. D k RAIN ............ LLJ ....:: ..... FINAL CHECK � :.:......... . .. ....... ...... Q .... AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE W INITIAL DATE DRAWN o CHECKED r PRESSBOX LEVEL EVACUATION PLAN MEZZANINE LEVEL EVACUATION PLAN U CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PROJECT NAPE W � Q J SHEET TITLE RE.v. t I" •� o Jl�lF Of \EO���Q APPROVED APPROVED 1 0 C A� xx No. $�-7 v I DATE COMMUNITY SERVICES MANAGER DATE CRY ENGINEER APPROVED v ^ II M A �+ SHEET or P O L � ` S L �G/�\LDS^ M E, , Z_ Z /� I L� Y E L. SCA LG DATE BUILDING OFFICIAL U I V N L t APPROVED A AT � � ���/ �► G U � �" i � N F' L � N Flo N � � Q ,�•� DATE CITY PLANNER DRAWING No. L3.�'��1 Z_ GATE Q / + aSHOP ow►PHr_VAcaPnEa>a MOWER NO.AUM w r . __.7 GENERAL NOTES SLEEVE L AS RE 'D. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS. ANY DISCREPANCIES OR CONDITIONS 5. ALL WELDING OF REINFORCING STEEL SHALL BE DONE WITH PROPERLY SELECTED i 10'-0' FINISH GRADE PIPE DIFFERENT FROM THOSE INDICATED ON THE DRAWINGS SHALL BE BROUGHT TO ELECTRODES. ADEQUATE PRE-HEAT, INTERPASS TEMPERATURES AND CONTROLLED , . BOLT HEAD d L ++ K +► THE CONTRACTING OFFICERS ATTENTION. COOLING SHALL BE USED TO PROVIDE CRACK-FREE WELDS. NO WELDS SHALL .�_ d 1/2' 4' 2' OCCUR AT BAR BENDS. TYPE OF ELECTRODE SHALL BE DETERMINED BY TESTING RF=PQPQ SPECIAL INS PECn0118 2. DETAILS MARKED TYPICAL ON DRAWINGS ARE INTENDED TO SHOW TYPICAL LAB. In addition to tba :Irtgular inspec�ivru, the • .Q TOP OF FOOTING _ 6/8' 4' 2 1/4' CONDITIONS FQR THE ENTIRE PROJECT AND ARE TO APPLY WHERE SIMILAR following checked i�Etesz will also require TT CONDITIONS OCCUR. 6. NO BRICK OR OTHER POROUS MATERIAL SHALL USED TO SUPPORT REINFORCING Special I t'�4 - _ _i ; W 1 1 STEEL. WHERE REQUIRED USE DENSE CONCRETE BLOCKS WITH WIRE TIES TO of ifni�focicmLBuild3n� Code s Ste' 306 O =1 +�, I I�.1- iLt = w HOOK • ,. LJ 7/8 a 2 3/4 3. CONTRACTOR SHALL PROVIDE ALL ERECTION BRACING REQUIRED TO MAINTAIN SUPPORT REINFORCING STEEL OFF GROUND. C� , . C/ _ _ .. ` O ° ' ' Io W = W01 1' 7' 3• STRUCTURE PLUMB AND PROPERLY BRACED DURING CONSTRUCTION. -- .- _ I\ I I I G DEPTH OF IZ'1Q•l REQ. IF 0` =I1 1\ _ GROUT AT MASONRY MASONRY 1 1/s' a' 3 1/4• 4. PROVIDED NOISE, VIBRATION AND SEISMIC CONTROL FOR MECHANICAL 7. ALL REINFORCEMENT EXCEPT THAT IN MASONRY AND SLABS ON GRADE SHALL CHECKrD Iii COMPLY WITH ASTM A 706. ASTM A 615 GRADES 40 AND 60 REINFORCEMENT ARE SOILS COMPIJANCE I 2 '� ''• ' '• '_' •• � • '� ''- '•'•' .••► � �� •� •� EQUIPMENT AS SPECIFIED IN SECTION 15200 AND IN ADDITION, SEISMIC ALLOWED IN THESE MEMBERS IF (A) THE ACTUAL YIELD STRENGTH BASED ON RESTRAINTS AND EQUIPMENT ANCHORAGE SHALL CONFORM PRIOR IAC TO THE REQUIREMENTS FOOTING I .� - BOTT. OFF E I REMENTS v� : �•. TO, �• FACE OF CONC. OR MASONRY OF SECTION 2312 (G OF THE 1985 EDITION OF THE N Q MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN FOUPiDATION IGS V I °' ) UNIFORM BUILDING CODE. 18,000 PSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN P. O •. 'i * UNLE 8 3 NOTED PROVIDE SUPPORTING CALCULATIONS AND DETAILS OF THE SEISMIC RESTRAINTS ADDITIONAL 3,000 PSI) AND (B) THE RATIO OF THE ACTUAL ULTIMATE BOTTOM OF EXCAVATION I I _ OTHERWISE AND EQUIPMENT ANCHORAGE ACCEPTABLE TO THE CONTRACTING OFFICER. TENSILE STRESS TO THE ACTUAL TENSILE YIELD STRENGTH IS NOT LESS THAN $ZTtUCIVRz CMNCRE= SHALL NOT EXTEND : ix PIPE - 1.25. OVER 2500 PSI BELOW THIS LINE. N, -o ✓IL - SLEEVE % RFS'IRESSID SIAL ~ CONCRETE FILL 0' MIN. e' MIN. NOTE SOILS AND FOUNDATION STRUCTURAL STEEL •FIELD WE.DING ' TEST ✓ 1. THE GEOTECHNICAL ENGINEER SHALL INSPECT AND ARPR61fE ALL FOUNDATIONS I. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, AND SHALL BE 'L' SHALL BE INCREASED 2' FOR ANCHOR BOLTS (A.B.) PRIOR TO PLACING EITHER REINFORCING STEEL OR CONCRETE. FABRICATED AND ERECTED •IN ACCORDANCE WITH "THE AISC SPECIFICATION FOR GH S='� BOLTS CONCRETE FILL SHALL BE POURED BEFORE FOOTING. MAKE RATE IN TOPS OF COLUMNS AND PILASTERS. 2-f4 TIES THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR O WIDTH AS FOOTING d FULL WIDTH OF PIPE TRENCH. NO CONCRETE FILL 2. REFER TO THE SPECIFICATION FOR FILL AND BACKFILL COMPACTION, BUILDINGS", 1978 EDITION, AS AMENDED TO DATE. ANSION ANCHORS � REO D. WHEN TOP OF PIPE 13 3'-0' OR MORE BELOW BOTTOM OF FOOTING. AROUND COLUMN BARS SHALL BE PROVIDED IN THE INSPECTION AND TESTING REQUIREMENTS. SLEEVES SHALL CLEAR PIPE BY 1' ALL AROUND. CAULK AROUND BOTH TOP So OF COLUMNS OR PILASTERS - UNLESS NOTED Ew�G►..+t�«cr•.,G Sri a-f Q 2. ALL WIDE FLANGE COLUMNS TO CONFORM TO ASTM A572 GRADE 50 UNLESS SPECIAL MASONRY �- ENDS OF PIPE WITH EXPANDABLE MATERIAL, OTHERWISE. 3. FOOTING DESIGN: OTHERWISE NOTED ON PLANS. PROPOSED SPORTS COMPLEX BY KLEINFELDER INC. SPRAYED ON FIRE _ DATED N OGT. 29. ►990 3. ALL STRUCTURAL WELDING SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD PROOFING 1/ CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION- OF THE _ THE ALLUVIAL MATERIALS WHICH UNDERLIE THE SITE GENERALLY CONSIST OF AMERICAN WELDING SOCIETY, LATEST EDITION, AND SHALL BE PERFORMED BY FILES/CAISSONS ✓.• ❑ CERTIFIED WELDERS. FOR A36-STEEL, USE E70 SERIES ELECTRODES. SCALE p p C p GRANULAR SOILS WITH SOME FINE-GRAINED MATERIALS. ` E XC A�/AT 10 N LIMITS f�f- L Of` C n '�" `�'(� SCALE SC AL.E - DESIGM-SPECIPIXD NONE I O N DUI 1 F I G. M IN , Q DESIGN BEARING APA - 4. ALL STRUCTURAL STEEL SHALL BE N E � . lam. E M C-3 E D H E N T CAPACITY = 2000 PSF FABRICATED BY A LICENSED FABRICAT < NONE � oR � NONE - APP SOILS EXPANSION INDEX - ROVED BY THE BUILDING DEPARTMENT. O _ PASSIVE EARTH PRESSURE (EQUIVALENT FLUID PRESSURE) - 350 PSF � FRICTION FACTOR = 0.35 5. ALL BOLTS SHALL CONFORM TO ASTM A307 AND BE MACHINE BOLTS, UNLESS Q 'Q NOTED OTHERWISE. _ }r Lateral Earth Pressures < N 6. ALL BOLTS DESIGNATED HIGH STRENGTH OR H.S. SHALL BE HIGH STRENGTH o Q` J STOP REINF. BARS AT JOINT 3/1a' ROUND EA, SIDE - � BOLTS CONFORMING TO ASTM A325N: BEARING TYPE CONNECTION WITH THREADS / Active lateral earth pressures on walls from backfills using the on-site soils may be INCLUDED IN SHEAR PLANE. CONC. BLAS FORMED JOINT WITH � ► _ CONTINUOUS KEY 3/4' REFER TO ARCH • DRAWINof;'5 raGHED. N calculated using the following equivalent fluid pressures. The pressures are applicable for FOR DEPRESSED AREA b walls that are free to rotate at least 0.1 percent of the wall height. 7. SHOP DRAWINGS OF ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO THE O 3 TrfRU M 6 (Pd ENGINEER FOR REVIEW PRIOR TO FABRICATION. ,0 ^ �, DIMENSIONS CURL, SIZE - P94� ,., -•_ TH�J t II >ad Backfill Slope U C.URg BAR a, 1 3:1 2:1 8. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED 0 o (horizontal to vertical) FOR STRUCTURAL FIELD WELDING. SUBMIT INSPECTION AND TEST REPORT BY U • AN APPROVED AGENCY TO THE OWNER. o �l Active Lateral 35 45 50 .. :. W 1/2' DIA, X 2'-0' 3' 3. #3 CONT. KEY Ill Q ' '� Equivalent Fluid Pressure PLAIN BARS AT 2'-0' O. (15 C. • E 711 (psf/ft depth) STEEL DECKING 1. (HEAVILY GREASED) � ,,, t; STEEL DECKING SHALL BE (HOT-DIPPED GALVANIZED) . THE PANELS SHALL Al . o. �`tj F �� . _, I, Walls which are restrained against movement or rotation at the top should be designed for CONFORM TO EITHER ASTM A-446 GRADE (A) (C) WITH A MINIMUM YIELD POINT OF Q ❑ CONSTRUCTION JOINT . & MIN. • c d' �' ; ,- NbI��Uw TIE the at-rest equivalent fluid pressure. An at-rest equivalent fluid pressure of 65 pounds per (33) . CUT ALTERNATE REINF. 1' x 1/8' CONT. PLASTIC -~ ~+ 1 •''�'''t cubic foot can be used for level backfill. BARS AT JOINT PREMOLDED JOINT MATERIAL GALVANIZING SHALL CONFORM TO ASTM A-525 CLASS (G60). CONC. SLAB / �V��\��\ �°,R The above values are applicable if the on-site soils are used for backfill behind the walls. DECK ATTACHMENT SHALL BE 1/2* DIAMETER PUDDLE WELDS Z /�� G4N IZE 3 �• 11sp tro #I t8 #1 410 4 II The recommended values do not Include compaction or surcharge induced wall pressures. DRAWING. / As INDICATED ON O P.S.I• Care must be taken during the compaction operation to reduce the potential for , N 3,000 1G�l1 22'. 27` 35� 48- 03 60' 101 II 124p overstressing the walls. Heavy construction equipment should be maintained a distance of SEAN ATTACHMENT SHALL BE AS INDICATED ON DRAWINGS. T at least 3 feet away from the walls while the backfill soils are being placed. THE DECKING SHALL CONFORM TO ASC TYPE; GAUGE OR EQUAL. o v . .+ c II P p W P I , n MA50NIZY 24 24 27 32 38 43 49 55 (ol � 01 Cr STRUCTURAL PRECAST CONCRETE CONCRETE - OTHER THAN STRUCTURAL PRECAST CONCRETE U 1. CONCRETE SHALL DEVELOP 5,000 PSI MINIMUM ULTIMATE COMPRESSURE 0 M 1. CONCRETE SHALL DEVELOP 3000 PSI MINIMUM ULTIMATE COMPRESSIVE STRENGTH STRENGTH AT 28 DAY TEST. CONTROL JOINT - �P, 00 10, AT 28 DAY TEST. CONTINUOUS INSPECTION IS REQUIRED. 2. REINFORCING MATERIALS: 2. CONCRETE FOR SLABS ON GRADE SHALL BE 3000 PSI FOR QUALITY ONLY. THE A. STEEL WIRE: ASTM A 82, PLAIN, COLD DRAWN, STEEL. O DESIGN IS BASED ON 2000 PSI. CONTINUOUS INSPECTION IS NOT REQUIRED. B. WELDED WIRE FABRIC: ASTM A 185 SLAB JOINT DETAILS SCALE TYP DEPRESSED 5L SCALE SCALE C. WELDED DEFORMED STEEL WIRE FABRIC: ASTM A 497 NONE AE3 13 E N D L A P 3. THE LOCATIONS OF ALL CONSTRUCT NON � � � SCHEDULE EDU L E ION JOINTS NOT SPECIFICALLY INDICATED - _ E J NONE ON THE DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACING3. PRESTRESSING TENDONS: � ,�-' REINFORCING STEEL. E O I II A. UNCOATED, 7-WIRE STRESS-RELIEVED STRAND COMPLYING WITH ASTM A 416. USE GRADE 270. Q « 1-O �' y 4. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS > C 6 x 8 2-- 5EALANT ' IN T E RIO R F ACE SPECIFICALLY INDICATED OR REVIEWED BY THE STRUCTURAL ENGINEER. 4. CONCRETE MATERIALS: Z O OF WALL w A. PORTLAND CEMENT: ASTM C 150, TYPE I OR TYPE III BACK STOP 5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL MOULDS, GROOVES, CLIPS O � w I \ 1 rJ E-A D N N SI E GROUNDS AND/OR ORNAMENTS TO BE IN CONCRETE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN, "- Q` Cd I C61 II CONCRETE MIX DESIGN, CONSTRUCTION AND ERECTION OF THE STRUCTURAL ...., x I X I 0 I �pLucor yVS� 6. ALL CONSTRUCTION JOINTS, BOTH VERTICAL AND HORIZONTAL, IN EVERY PRECAST CONCRETE SEATING. u- I l9 I LL OJ I o__/G �,Ai�t LOCATION SHALL BE THOROUGHLY.CLEANED OF ALL LATENCY AND LOOSE Li I U O �. MATERIALS BY AN APPROVED METHOD OF EITHER SANDBLASTING, CHIPPING OR V ❑ b q . . TTI I II �► HOSEWASHING. X Xg,2 .� RUBBER W Q - - 7. ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM CONCRETE J V LIKE COVERAGE UNLESS SPECIFICALLY INDICATED OTHERWISE: 3'TYP - ., • MAT�IZIAL SIGN LOADS IZ Z W C w - II�• � �N��1.LJGI �� - KEY WALLS (EXTERIOR FACE) ------------ 1-1/2" LIVE LOADS C z PLAN VIEW � - WALLS (INTERIOR FACE) ------------ 1" G��A644 Legh! 1 COLUMNS (MAIN REINFORCING) ------- 2". ROOF 20 P.S.F. REDUCIBLE O Q ( � 3 SIDES @ 4 LEG, FLOOR 100 P.S.F. REDUCIBLE - NOT REDUCIBLE AT AREAS OF PUBLIC ASSEMBLY V V �J TIDN SLABS ---------------- 1" FLOOR SLABS-ON-GRADE ------------------- 1" CLEAR TOP OF SLAB_ MECH. 100 P.S.F. z L. 6X4x3/8 x0'-3" W� -__- 16 AGAINST EARTH (FORMED) ----------- 2" N V W p -3 M,�• .GL �� j a AGAINST EARTH (NOT FORMED) ------- 3" BACKSTOP � � -- f oC O SEISMIC FORCES O V � EXTERIOR FACE It�2M 5EALANT MASONRY U -11 RW 1: 6xa2OF WALL Y - W Z L1._1 L�7X�xy4 1. MASONRY MATERIALS AND CONSTRUCTION SHALL CONFORM TO UNIFORM BUILDING cn Q CODE, CHAPTER 24. - � O V • SEISMIC BASE SHEAR SECTION Z - ZONE FACTOR (ZONE 4) 0.40 U y �� 2. CONCRETE BLOCK MASONRY UNITS SHALL BE GRADE N-1 MEDIUM WEIGHT UNITS I = IMPORTANCE FACTOR (NON-ESSENTIAL) 1.00 NOTE: A�T'ACH STEEL DECKTO FRAME W �/ N �,-aii En f � �X• CONFORMING TO THE LATEST ASTM DESIGNATION C-90. N 2 4 N N nih/1 1 ID 14 i2 G}z ��, C - NUMERICAL COEFFICIENT 2,75 Q W TOTAL DEAD WEIGHT OF STRUCTURE Q 3. CEMENT SHALL BE TYPE I OR II, AND SHALL CONFORM TO ASTM C150. RW • NUMERICAL COEFFICIENT 6.00 . } UG WELDS @ � o,�, ALL AROUND ������I� 1"0 , H O - OPENING DIMENSIONS 8Y MECH, CONTRACTOR 4. MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM C210. V • 0.40 X 1.0 X 2.15 X W - � 5. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM STRENGTH OF 6.0 V L1J ^-- 2000 PSI AT 28 DAYS. V - 0.183W z TYP. ROOF OPENING SCALE TYP SCALE _ SCALE r N N . s ALL , ROOF O. CONTROL O E JIz , 6. AGGREGATE SHALL BE CLEAN, SHARP AND WELL GRADED AND FREE FROM (j} NONE NONE INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKALI, SURFACE COATINGS AND WIND FORCES J Q ORGANIC MATTER AND SHALL CONFORM TO ASTM C404. SAND SHALL CONFORM TO --� ASTM C144. PEA GRAVEL SHALL BE GRADED WITH 100 PERCENT PASSING THE WIND FORCES ARE DESIGNED FOR 90 MPH WIND PRESSURES PER ANSI A58.1-1982. d -- 3/8" SIEVE AND NOT MORE THAN 5 PERCENT PASSING THE NO. 8 SIEVE. 3Ta ao• 40 BAR Du` 40 BAR DIA. DESIGN STRENGTH VALUES W ❑ 06 8TD•� 7. JOINTS: MORTAR JOINTS SHALL BE STRAIGHT, CLEAN AND UNIFORM IN n BEND r-0• �- 2'-W � SEND THICKNESS AND SHALL BE TOOLED WITH A TOOL THAT COMPACTS THE MORTAR, MATERIAL STRESSES 0 o PPRESSING THE EXCESS MORTAR OUT OF THE JOINT, RATHER THAN DROPPING IT PART-A I CONCRETE FPC = 3,000 PSI Q- L1J R E V I S I O N S FOR CITY USE ONLY 8. GROUTING: REINFORCING STEEL SHALL BE IN PLACE AND INSPECTED BEFORE CONCRETE BLOCK F'M - 1,500 PSI }-' GROUTING STARTS. A CLEANOUT HOLE SHALL BE PROVIDED AT THE BOTTOM OF REINFORCING STEEL DATE DESCRIPTION APPROVED INITIAL DATE r 03 It #14 BARS FY = 40,000 PSI STREET EACH CELL TO BE POURED WHEN THE HEIGHT OF GROUT EXCEEDS FOUR FEET. #5 & LARGER BARS FY = 60,000 PSI - } . a 2_#5 ALL DEBRIS AND PROJECTING MORTAR SHALL BE CLEANED OUT BEFORE POURING STRUCTURAL STEEL - ASTM A-36 FY - 36,000 PSI ATER/SEWS GROUT. GROUT LIFTS SHALL NOT EXCEED EIGHT FEET AND SHALL BE STOPPED GRD a DRAM " STEEL TUBE - ASTM A-500 GR. B FY = 46,000 PSI LN I'llTRAFnC Un W LLJ 1-1/2 BELOW THE TOP OF THE COURSE TO FORM A KEY AT POUR JOINTS. ALL STEEL PIPE - ASTM A-53 FY 35,000 PSI FINAL CHECK � I BOLTS, INSERTS, ANCHORS, ETC. SHALL BE PLACED BEFORE GROUTING. g WALL WALL ' OVE 4' 2'•D� 1 21_�r STEEL ROOF DECK - ASTM A-446 FY = 33,000 PSI R/w W C/ 1 !14-0 MAX. 'b � ALLOWABLE SOIL BEARING PRESSURE FY - 2,000 PSF (TYPE TMP -N I 21Or 9. CONTINUOUS INSPECTION IS REQUIRED. - - AS CONST. �- O Q NP BOLTS ASTM A-307 O 10. PRISM TESTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 2405. HIGH STRENGTH BOLTS - ASTM A-325N THESE PLANS WERE PREPARED BY: FOR PwvATE USE Z Q SECTION 2406(c)1. STRUCTURAL STEEL WELDING - E70XX ELECTRODES HnAL DATE CORNIERINT -ASECTION I _ _ #z (Nps REINFORCING STEEL WELDING - DETERMINED BY TESTING LAB DRAWN ,.._j �- -*--- �A P REINFORCING STEEL WALL REINF. 2 ri S�TYR) 5(TY .� � NAME DATE CHECKED � � • � 2 S I is *S-WALL NEJ(414T 1. REINFORCING STEEL CONFORM TO THE. FOLLOWING REQUIREMENTS: LICENSE NUMBER FILE 2-f5 -� sTD.t1o• NooK *S-WALL PEI W TURN MAS TO 1NIILLNEK4MT A. #5 OR LA ASTM A615, GRADE 40. CITY OF RANCHO CUCAMONGA Z � Q CLEAR MASONRY 5 OR LARGER: ASTM A615, GRADE 60. COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Lli 2. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL � j PROJECT NAME �I o � BE WELL SECURED IN PROPER POSITION PRIOR TO PLACING CONCRETE. i' W 0 3. REINFORCING STEEL MARKED "CONT." (CONTINUOUS) , MAY BE SPLICED WITH ' 1 ". � SHEET TffE LAPS AS SHOWN IN TYPICAL DETAIL UNLESS SPECIFICALLY DETAILED �'` JAMB,HEAD 8t EJB 2 ;(I4� OTHERWISE. / /� APPf OV Ep ` 4. THE LOCATION OF SPLICES yOT SPECIFICALLY DETAILED SHALL BE SUBJECT TO � ._ ``,,��r.F got N0.5L1-793 REVIEW BY THE ENGINEER. � _.t,/ y-e- �� Q (/-- DAT •1 V S MANAGER DATE CITY ENGINEER BLK . WALL DETAILS sCA�.E tOPESCALE A YED NO I J TYP. REINFORCEMENT AROUND WALL. I � AT STETNE NGS DATE � I.I , NON I oFFKIAL &Qi011DERpNOH�78CUPREBS O AAATE CED CITY PLANER DRAVAW NO.'�l:LDATE � ��J NOTES . 1 I . ELEVATION 85, q•p DATUM O' -O'' - I . 2, TOP OF - 1 ' -4" UNLESS NOTED OTHERWISE 3• S S rJE-wOTES STEPPED FOCTINCq 15 0 Slo' cy) Q• -4 VOR CONT T, FOOTINGS SEE 2 2 23 20 21 , " �3 SL.3 SL,7 SG.7 0 0 D_ (D G D E F G N �• N ( to O'' 20 `-O'l 2A'-O'' 20'-O" 0' - O�' 201- 01, N N o � jGsr P ZA)N co yt✓ p\% N c VV'► o 6� Lp 0 - 1n 6.1 i t L- CN 77 __ _ i1 _ a) c/) G 4 L w , 1—ox , I 1 > �� )-i 1� 1 ' '- SE SN S5. 1 � IT ' 2 Gc_ ' C ul > r w� J 1 411 0 4i — - — - _ ,� �� `001 22 _-- - -- — — - ' } ( s 10.3 --_ _ -, 1. F N 71 ___ 1r• V 7. I Seo. I I �-- x ----All CL Z L � p � s ��, z C� o E4 IL 2 - F o ' V • 1 �- ` �_ J N V W 1 El { o C J J _1 31- CL Z W e D D -M '� SIM 11• U C LUMN SCHEDULE FOO�r ( NG SCHEDULE MARK , 2EINFoRGING I RIEDWFORCING SIZE VERT `1-IES DETAIL SIZE ;DEr�1•N - - DETAIL. I z _ — z A 2'-O'' i S 12 -011 14 F.S 2 u �- �3•-#tr5 Q jS4.4 ti� �- �,— a oG 2 -01 SQ. S2.5 7 T�1 SQ. ' I / I (o - #b Co Co -# Co q �4.4 Si t�, 2► ®rD2I� � � � , , - O SQ . 8 - 83 COI 12 ; II /S2. � f 8'- oil SQ. ICo �' 8- # Co $ Co q/S4.4 2� 13l- if 3- UJ ❑ moi' _.._ II , - -��_ 2o, a, 33'-�� - _ _ PART—A cn o ' F 'Z.' - I Q 8. 2. -'O'' X '- - 1 S 1 O N S CITY LOSE ONLY � ' S 8 •# #3@ Co� �• I'LL I II S 5 �o' q CON ISI' � 8 -# 1p I 2- REV FOR /., •_ _ —_ _ ! t # 5 Q� S44 l( � DATE DESCRIPTION Q L - �' SQ 8 ' CJ �( ty(' I L,.I) , I 1 S 2.5 tL+-oil 4 10'- �) r STREET r� Q t 1 o � 2.611 _ y ��D � Y�f,©� �j �j PPROVED M�T{AL DATE a ��• - rATER/SEW � II X ( �) f (, � � � __1 ._..__ ' ._-I --- -.__.... ..._ - __-__ -�_�.... .�54 4 � GRD i. DRAM L. EF 2 -0 8 - o j silo � 10 cv/S2 8 -00 x 14 -o" ISI 9- #Co 14- Co ! 41/54.4 ' TRAF� 2L L . i _ W 45(:2, y w 21- 01 X 61 -OI' #�5@rloll � 5@ 100 (P/S2.5 8'- lou X 1q•' - 011 l�tl t q_ � T j q S44^ FINAL cmc" V ' -- --- -- - / CONST. o K 2 -opx 14 --70 45to �5� Io'' �/S2.SSIM � Co'-oI' x19 '-o'l 160 8_# � q/54-41 ` THESE PLANS WERE PREPARED BY: Fon NIIVATE USE 0 L x g� 6M 5C to" l o" I <0/52.5 e= o� X I�, Gµ = 24.m 9 _ 7 5_ - i - --� q/s 4.4, . M11TU11 DATE � � / 1 M 21c)" X 8�O" - I � 5 �14" '�- Id" < <y 52.5 I4•-O" X !Co'-lo" Q - � - # G EED LL w _/ 4 _ 10 -7 14 ? 54,4 ~ — _.__-- _ / NAME DATE t C, 2'-OSa 648 3@ �O'1 12M I I�5 2.5 }. �,_0�� 13'- <ol' X4'1 •12 #`7 14 -# (o LICENSE NUMBER FSE � 1 � _ _ - - 9/54.4 � 8 -a' �Se lay �5 N ; CITY OF RANCHO CUCAMONGA ~ cn s - @ 10► ��S 2.5 = 8'-0 w- 1-7_ 0 24" i 10- Cv i 14 - (a q/54.4 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION-tel. SON I 1 ! ,• ; 0 1 `" PROJECT MASE -- __ - - _ ► w�, C SNFET TITHE 2�gtz '51�caW W+ Pr 7�) 5 �V,;iwl� o\/15� NJe �W ��, �4� ,•�' Jo. 40.841.795 iL DAT MIAK40M DATE CITY EIIGINEER � ?40 LEFT FILLS) CON OU 1C ,SE. �O L N L-7�.`T� 1 D (tel P L.A S C A B I� . DATE . - - T .._ pAAPMICS/AAPPROVED CCUMEa11>iCRAINBIQ UM oil ATE CITY PL DATE -r_.__.,rr_,___....._wr..,. .r ...:,, :....... r. , .. : . -,. .. 1..._...__ ..._._.....Cr..•c::.. ._._e,_ ........_. .— __....o.._..--,....._._.r...r.u-_—. ., .._ ...-. .. _._ _-_._-_._,..... ___........ _......-._... .._....... _.__... .,..__ ..._......,.._.. ._a_. _.r..._. rr.-.,+ti.a...r......-`. __ "_'-' - -.. - .. _ .. .. _....._..-._ ,..._.—' • .. • � -_... _ _ _. __. ..... . _.. ... .. —. ... .__.._ _._....._.-..__..r...y_- _.._,._.- _... ....-...._Jar.. ..._. • • a • NOTES D I SCHEDULES u - T I. F R GOLUMIJ FOOT NCa SCI ED LES SEE SNEE S 2.1 � � 2. ELEVATION 85,40 = DATUM o' -01' � 3. TOP OF FOOTING IS - I �-�} '+ UNLESS NOT•E.b q• S S r�E.NoTES STE PPE.r� POOTIN i5 O C � O, • 5. Pop coljT. roo r wG S sc-E �22 23 24 2� Slo.3 SG.3 SG.7 $lo.T O • o 2O'-o0 20'- 01 20' -o '' 2-0' - 0'' 1v' - o'' 20'- o'' t8 o1 -� - ---- ----- - _ ----- ......- - - -- _ __ - - _ / -�— CL 12 -0 1 to O - a 20 I b"L > .J(Q• 1 N 71, Li ==__4 7P 71 J_. 1 1 T4\ SEE SHEET 9B . 1 I �.: . ____ C � - ! ' 23 C 11 �1 -r V i 8 PP C +_ f I _ co �t © UDS - S +60 I I _ j , I Ill N L F=' 0 _ jj� r - -vl' W ------------a�>Ix z d,� - ; , ., F -- -- , -- K V ❑ L. J z w _ _ – l_ Q V V z � w O CIO a 7 V U 55.5 1 v a Ifw Q — 4*v Alit 1111 ELI' 8 3_y� � �8� Q ' 4 }, I�3'�+�.� q _ log 1� � ! 3LII � z MAH F z oaZo111 V 4 ` a�hlL"1 �iCL 1 Z W W04 15A M Q In PART—A0 Cf �, REVISIONS Q w FOR CITY USE ONLY t - DATE DESCRIPTION APPROVED INITIAL DATE V 2 /� STREET Z ATER/SEWE 1 • GRD & DRAIN O ^J lLI TRAFFIC V L w FINAL CHECK R/W AS CONST. 1 O O Z THESE PLANS WERE PREPARED 9Y: FOR PRIVATE USE __I HTIAL DATE DRAWN u LL CHECKED NAME DATE r LICENSE MRIMR FILE D • N � Z - � CITY OF RANCHO CUCAMONGA Q COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Q PROJECT NATE ONZ LL c' SHUT TITLE J ul D A7:D J o ,00 No.69-7q 3 — ENGINEER N. \ DAT ,�1 T S V MANAGER DAT .� CITY � A ED C SHEET OF c ) I a SCALE � DATE OFFICIAL { � I C� H T FIELD CON C O U KS Er FO U N DAT I ON R N '/ � 1 APPfiOV � DRAWING o DATE . CITY PLANNER DATE 9 9 JA BISHOP GRAPHICSIACCUPIIEBS $*OADER 140 ^46578 5 (H)F G �- } ` f ! v QL V SLA P�%2 I� S� ' M 1°'A G • F I II .L --,r---- ---•i--- 5 n 4 0 SEE 3.2I ' 1 ,cry f-. _ _ __ .. ' • . � f FoR KARP E.LEVATIOWS ? DEPRES S S LAS 2 DEn12ESS r 0 � �� � ,' � ' _ 1 --_-- -- _ l _ Y .� ,, �_, SEF_ SLA PS 8/2 `-� - -- -r— ' J • - --- 5 @ I2 D.G, nn - W FOi2 TN I S. AREA S @ 1� ID SLAB TO I3 E. iN PLACE - - CGE.►�ITER 6oNcourZSE 12 O.G — + 1; , i 1 5E.rORE f5AG F I l..L 11 ill :�-- d. F DATU --- 1 -- .- -- CN 1�! DEPRESS p I2 lE SS D TUM I OI. 0 5LAP5 Co I DEPRESSSCALE 0 M WALL SECTlDN p _ ._ } ,� 2#4 �}''-011 { SLAF3 2D 1' i` I O" 3 W N �. 0` r i 0 .r 1 1 - , t - N DEPKE.,S SLAB 2.0 — . —'_ _ __ •_--+ - ----=---- _ _ ' - 8 #� q VERT � 1-7 1 o Q) couSTRUGTIOW c JoiQT I I I I , I I oI2 GoIJTIZoL I l ! ❑ NOTE 21 I T I. ALL DEPRESSIONS ARE FROM DATUM O'-UN •4 TIES i � 2- 41' GONG SLAB TYP 4 SEE �1� FoR "' (o.I Sf'AGIIJG ' � 4 -# 8 I S 4 .4 Co" o c. � 1S 4 C 1V o-G r > U. Irl 0 SCALE COLLJM �J SECTIP�J u COLO M N S ECT 10o 1 I LES FIEL CDNC Ul�SE SLA _ _o Ui qcr Z- o LLJ I 12 O, w cw 12 /Z x M -411 PWJ ID ❑ V j `"• N 7/8114 / 01 7 STUD X ` F1 LL e ; III _ 0� w / Slo. I i TS8A8x 4/8 Z DEPRESS i -- - /2 GUSSET Fpm A c V z • J --�— , , � AM - � I II )(- vox '_ , r ~ Q i 1 /8 ' o' 1 I I / , T`�-'_• .._._ _y— •.r+t-- - i_:�z..._'t' —t_.-r---__ "_'—'_ __.--. + _ - _ •_"r __. .., _ •, _ - " i... .T�!" t� FYA r i&N ep V\// ST U DS a Z w ` 'I / f f \ \ \ �\ J '\,\ � \ /r r 31/IZ•( J 1/21 �L� � Q SEE FOR TN IS AREA ,!�/ I7 flLLAQ O .► % SLAB TO FS IN PLAGE \ � a' , ',% _\ $ DE.pRESS SLA52� I \ �� ! b-49 WOTE : SEE. 21, FOR ADDITIONAL. IWFOPMATION �. /^, 1 DEFORE. E5 KFILL- >149 I \ \ \ 1 r ` ri r \ / _ CG�•TU M z \ \ SGALE GALE z a y( O� \� \ r� REss i SLA �� \ \ COLU M 1 J S P CT I O N ] DETAIL II - 11 13 Q 2 a I, wow E 1 I I o LIJ r) /11 X 11 XI CL "-- '- -- - , y PART A : .. OR I � \ - I �,V ✓`L CITY USE ONLY � �` �,a-�.,`� r• .� � `' � ` II 11 11 I ( '� rj REVISIONS F w QEht2ESS S' ^R 21 ° . \\ `\, - �L 1L_ LJ lei �� •� DATE DESCRIPTION APPROVED NTIAL DATE STREET WATER/SEWS • - GAO i DRAM � GDIJST RUGTIDN I 14 I 1 I DEPRESS I I I , %q. dJ TRAFFIC w j DR GOUT OL SLA 6 8X' 'I I I I I 12 K 1�2 � 3�-4'j1 - N _ �W CFBCI( ` JOI Q- Te-7 I W1 10 - 7/811 x O�-711 ASCONST. I / / _ _ - THESE PLANS WERE PREPARED SY: Fat PWATE USE —_ SITU DS @ Co _�— nn // l `7 G A G E • S LD P E // - INITIAL DATE 6F, PAfZ.AL .r f - DRAWN TO � � CIECKED — _ W/ �M.S yi0 - - — _ Q- HAMS DATEQ- .- LICENSE NUMBER FILE • CITY OF RANCHO CUCAMONGA I 1-1•- Q OTE �-� �� �— - COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � J 0 / a _. J i . ALL hEnRESSIo►JS ARE FI2c�M DATUM O'-O _2 Q� / � PRQECT NATE c GoIJG ,SL.A15 TYP t s SLEET TITLF x4'-DIl r N W W 12_- 7/g Cb x O 7 I AFntDW APMWIND ,o+i ►ro.8q-7�i 3 - STUDS @ Coil GAGE . SLOPE IL To bE CCll G� � l� ,� DA Y V MANADEA ATE , CITY ENGINEER fl ARAL.LE.L_ W S i RGSCALS / / SGA LE / DATE B OFFICIAL. _ SHU cls s'_ 0 ETAI 11_ ' I1 �° - �,aaW.L�T t E L O� O U E- L A 2.) 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'.r. :c......n..,: +.:m..a•.wu�ra... +w.i.. � 8gll -. 1 11 I_� 1� 2Ot 1' E 2p�_pl� 2p ' _OW 020'_011 N 2Ot011 -- - - Z� a3 r _ .__ _ �'.. q3��� � �_ 9�,��,w __T: G��.VI✓T:� : �'a�, G�'$4c�, _ I N N I II I I I tl — ) 52, 511 2 - `� --- _ -- _ _ ---- 2- -q _ _ 9T 1-,A 14WT 0 SLOPE ,d TO ORAI N (TY, % 1 _ -t- 4 t$ r { I2. l; o o o 52.4 �N J eta _15 L2 _XT 1 4W t' I • _ -.... -- � I 15 { � I I ,• � (o T YP ' ( rl 21 -4- 7 11 71 20 1 '- ----- w �ti ❑ 41, - I o C\1 1 �• CL. Go�iu NOTE: ALIGN UNITS VERT DALLY B-1 q I I NDfJSHRINK -- C\J TAPERED HOLE. TEHP0R. .R`( HARDWOOD WE.Uc/aE � � I I L i � _�.- '_ _ ____•--- ,` PO U RA LE G RD U-1' a I N Jo I t�IT TO RAISE. "T K EA D O K - -- - - -- l _- - --- - _� - -- - - A,• - 3� T o 2 D I � I ! 1 THREADEo %2c� S�'UD AIJGNoR, TIGHTEN NUT DOWN To PULL Jr j � F IR WELD Tv � IN RISER A TREAD Dow N N 61ROUT r UNITS ARE ALIGNED — — i ---- r� WAS 14F-R, ' ���� 1 ' ,� �14�, ► I +� � - - --� BEARING - �' ' o AREA o w -- (r. 60W4 N rt t -- CoMpRESSIrbL.E + �! 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LL - NAND -�-- _ _-- ____ _____- _._ _ �� _ + THESE PLANS WERE PREPARED BY: FOR PRIVATE ME a • rte_:-_, ,_ . •:_#::.. ,_'' j!' c. T I _ --- '—• ,--•-�=�-•'--�- --'—=—s—'•- -- -- i = ' — -:.•Z �•-. �—^.- .-..- 1 N�MTIAI DATE R• DRAWN t ' �p0 i NAME CHECKED L& /_ p, DATE } Cho 11 /CJl C LICENSE NUMBER FSE -W• � Z �4t r:�oLT I CITY OF RANCHO CUCAMONGA ►- Cf < PRECAS`f SEATIK1 SUPEZIMPOSE-0 L.OA01W61 COWTRACTOP, TO P12OVIOE STRLICT URAL CALCULATIONS, � 3L 0.c. 1-,�-- COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION L d � u1 oL SEATS 12 #/a' GLANS AND DETAILS AMC 016TAIN GIT`( OF RA WCHO M-'- PROJECT NAME I ,/ -,, •. GEIL.IIJCa 7 #/a' CUC;AMONGA BL.I::�'G . DEPT AhPF2ovAL.. PLANS . AND / '.-� WW y � t. MISG I a' pFTA►LS TO FSE APPRO�/EID PY ARG�ITECT r 1012 TD , ' �� ���• `r'� sI+EETTIT� D LIVE LOAD 100#/o BLDG DE PT. SU•F3M I1 TAL._ , A 10t NO.6_1-79 3 • ENGINEER t DATE ,� �#UIiT S MANAGER ATE ./7 � CITY L_ F� �T F I E L�� A N c� S T A N I S H ova N S ---- A ED OF .. ' C C A E / S C;A L F DATE U NG OFFICIAL SST A T SEATI NPLAW 1 _ _ 11 d P K E CA S`T WALL CQ N N • I N _ - =`` DRAWNG ND.0 SG ( �CIGH � � IEL_ G kA, �� r� .J1'"ANl� OPI�O ITS. HAND /8 ' - 1' o .. ,, AP,�ID,►ED � l /8 - I U DATE —- o^>� BISHOP GRAPHICS/ACCUPRESS REORDER NO A4"711 • C D E F �� N J ( K � 1 !.......... Z0, - -- -- --- 20 W - 0 x S' _ OSI • x40, 10'' O G EA WAY o J M 0 E P ,U H J K Co ,-- . P Z.S_3:.Y.I' ...✓nLrC�•:.. .•...: _ - .aC..i1'j'.�! /'..L.:Ld..6� r.�..i. v1r• L...L_ - — O J WALLS f- G ARE SIM 4� Y. i DATUM O' -. •• .--- T- - moi:..=T"•_,`�T._ __ - .-�- :! r - __ -- __�_._ �� _, ' ._._._._- .�...-....,.w.-...._...__. _..,._....�....�.._......_ ........_.... SCALE. � � N WA L L_ S ECT 10 N ,_ ,, o N 3 TIES 08p p G. 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W to /�' � 7 � !_.• � O Q I TS S-4 V w - -� • O c� �T IEL.D i2�•ND TA.NIJ HOW N � SCALE - VEt;2T WALL, REINF. v ~ ULINE3 LE S 6, �_ OU WAL_ L EL_ E.VAT1DI�1 e CO MN c _ r _ �-_ Z w RIC4WT FIELD 61KANDSTA. WCJ OPPOOSI`t" E. HAND /a I o m � � < I— ,� -- . • HORIZ WALL REIMP cw G D E F N J K _ � � L w 1 _ z SCALE SCALE z q SIM. DETAIL �_ w 7 BEAM SECTIOW , : ,_ M 1 sco.7 5410 �? 3 i O 1 z w 2 - 8 NOTE : AL I- RORIZ IZEINF �- t 7f oi- I J PART-Az0 t'oro L �-PGz�S Tt{P c� -PP OP 004r7- REVISIONS FOR CITY USE ONLY - DATE DESCRIPTION PPROVED 0I DATE v -J �-•-� -�\ \ / STREET �� / ''� ��� - 4 -49 ATER/SEWE - 3•# Io 2- 8 n GRD a DRAM • o � O I _ __- TRAFFIC w L FINAL CHECK I ^`` R W ujt AS CONST. Li > __=_-+ ---- _�--- ! I y Z/ THESE Pis WERE PREPARED sY: FOR PIIxVATE uSE F•- 10 1 �, NTU1L DATE 3•#7 I z- -- -- t �� 'k J DRAWN �J - 23 I I I TYP �' I CHECKED — . � I _- NAME DATE 2.5 - q _ � I LICENSE NUMBER FIE t�ATUM. D'-oll U CITY OF RANCHO CUCAMONGALL Q _—_—_ _ __ _ _ _ _.�� _ _ . _. r �} TIES F=OR COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION W �- ' • s SPAGI W6i SEE PRo cT NAME I 1 I D SHEET TITLE _j 2 _ o I (o a x* No.69'7ll 3 DAT I:MANAGER DATE CITY EMGRF.EA _- SHEET OF .• LEFT PIE.LQ C;RAN ) S`rAWrD SHOWW ) SCALE ASEC-TIOW SCALE '01DEED OFFCUI L' -�WAL_ L_ EL- EVATION .e COLUMN LINE. 3 _ _ M r'' 13 E M _ . �. y DATE 9 (a 1 R I HT F I E L_0 RAN S TA N r� O P P O S I T E HAND ye = III-00 O I I D A CITY PLANNER /9 151 GRAPHICSIACCUPWss 11EOIIOEII 1'10.A4470 ,*wa mt-w r -. a?•NstJ11RY. V r . . . .� . - .., ,,.,. .. ,�.,.. «., � �...•/'.sww+ilr+..::.r...,,,,,..- T...�,w«., �.. - ..w.oe.:....w«Mrv.-uwr.Mr�w�»��w�,�••�a«•,��,.-•+wM..+: w*.#Mv.,wn..w,.k��+�.we�:,.... 1 3 2 I - 3 cy) _ , (y) 2 241 -7 I � A 4. I VIM, ' '� - 2*� 1 • C )ATUM 0'- 01, / ; M OI_ G - I DATUM U 1CL _ _ - _ _DAT U M O - a _.. _ .. ' 4 t � f I � I W i . - - - if UTZ <1-K C3 - - - 22 I - 3 23 23 COL. LINE C S40WW sGALE � CSL LIN-�..._-- WALL SN.o�N.. _�cA�� G___ _.... ___-..___._ .___. _ : N E. L_ E VAT I D N p i '�_ '- M t� W A .L.L E L E VA`Tr I O I� �' WALL, o L. [-.I ISI E E. SHOW o w N SCALE � � - __rw____ . L LINE ,�. I� s 1 M I I_A 8 o o= _ON L E VAT Io No GoL. LINE A C SIMILA Iy811 1 3 2 I 4 3 2 I 3 2 0, o 0 c IL L > Co OATUM 0'-00 pN 1' - ' - - ----- - _-__ GAY p► - U M r � DATUM 0'-CH .. 1 C) > (D COL.. LINE- F SHOWN SCALE COL LINE G S DW N SCA . _- �O WALL ELEVATION I � 3 WALL E- LF:VA7101\J � ELEVATIONGOL. LINE. H SHOWf j SCALE Co !_. L.IWE A . A SIMi LA.,R /a -1 ocol p _ ,_ � C � WALL - G L. LINE. Z SIMILAR - I o , _ _.__....,_.. M_ � _ ..._._._.....____ _. .__ . ...._._ N S I L.A � is - - .t 3 2 I 3 2 3 2 I Q �_ U z w O O qzz� LL 0- x xCL , ce- OAT U M 0' - o � ►� - - +' - � � - OATUM 0'-o (� w COL , LINE .T SHOWN _ s CA�E _- _ _ --.•-• - COL . l:I N� K SI-�D W N _ S C A L E WALEVATELEVATION10L. LIME A . HOWL! 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I.00A-7-10N F6 C*lECVLE;D F4,5o5 "ro e-I 45c.7 \#ALL5 NrWFfW NA&W DATE LICENSE NUMBER MLE 64V12 UQ PS 4 SFF, VF::Zir*4j1_ I :z ■ Cf) 1544fEi� CITY OF RANCHO CUCAMONGA 7 3 PARKS DIVISION < COMMUNITY SERVICES DEPARTMENT• uJ iij PRO"T NAME u- Fv SHEET MILE _j A APPFKPAD )06 No. A A� OAT gq��YAkyjims MANAGER DATE 0.1 CITY ENGINEER E1.12- - � APPRO11I k_4�1 'KWUL SHUT (w SCAL DATE isabl"ll Off c"t( cc r 7 2 APP"WED CENTEK C 0WC0UKSE_ FOU �JDATION PLA �Q 1- 1 /17 BISHOP GRAPHIMACCUP"ESS ATE CITY PLA~ DATE RiOIgBR NO.A411111178 'A c 1 Z-05 BARS @—a GAGE x(V-d LONG '/2" 5TIFF, P_ 1_ T5 8 x 8 x,1/4 COL. 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O Rs CONST. � 6• j THESE PLANS WERE PREPARED BY: FOR PRIVATE USE I INITIAL DATE DRAWN U c1�c�cED � � 1 � NAME DATE W Z CZ_ LICENSE NUMBER FNLE t , CITY OF RANCHO CUCAMONGA Z < COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION Ll) �L PROSECT NAA w N ; �i; SHEET TITLE �J el k Z Y APPROVr, A D 1` Q A. A TY S MANAGER DATE 7 . CITY ENCO�ELR X\ _ SCA E DATE , OFFICIAL SHUT OF ... d1 CENTEK ME.ZZ � NINE. FKAM1NC-I PLAN 2mw � _ _ _� �_DATPPfi01lE0 Y PLA DItAMfNNG NO. F .)F DA / two R NO Ml678 s r J ST L. ST LI DS � T- TS 8x8x'/,4 COLUMN CURVED 1 ! , , W18x156COLI o i I , TS B,c8 x /2 R I • STEEL_ i TS 8x5x /4 COL. Tg x� x 3/g TS 8x8x /4 COL, I r2- F:L 10''2' x 3i4u X IL-4" I 3/g'GU5SET Its 1 I 21111/24 t 1 I I VERTICAL - W� 4- 3,�r 80LTS i�.- 5AMF- AS WEP CLIP � - - � 1 � O JIM - __ _ -� I ! � � I TYP I ' -- ' _-- - - - --------- I � � -� ♦ � 1� --- - - � � W Ill j 1N I , l' IS x35 I/i} � �; O - T5 8x x !/4 ; ♦ , ♦ Gdc-SET f I -- - I/4 SECTIO) I I .. 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"PMi°1'Eo oltAM►.IG N0.1�9,pF I ' °nom.A4078 O DATE CITY PLAINER - DATE NO.A4078 _ ,...«.,.,....:,—.rrr.r•..o..n,.:+i,,,...o. - .xrewww:•w.wsns+n-+'=..+,.rew.. ,..,. _.. .r+ f' P C) � 1 Ix 4- W 12 )(4W 1 � o ! o 0 PK �; 21 W 12 x 14 lev Opp W �i H ANO S(o. Q $ CQO EQ. EGi. � T54 X 4 X %4 21 A 216 - '< �- O s� s6.4 aw dL — O w Lp 4 FST W 3 S(o9 syp 12 rl4 0` t1p Q 2x� W 12 ICo 3 W _ . �► + -?0 - - Jl 56.4 56.2 TYP. A NOTE : 5UILDIW61 5YMMETRIGAL AKOUWD U.N.D . raI Frwl VF- CU05 FOP, P V A C VIJ IT PEE VF-T, 1q 5 P E F_T ASA , s� 10" , pirhw ►o � o Z SCALE o 1Z PENTHOUSF ROOF FRAMIM (:� PLAN � _ i r�` N y13 - o , ,o , c/) NOTES: i. T(P CONNECTION 1JETa.I+r. SGNCDULE \ g 2. ! I C �YlilMETRICAL AROUND U.N.O. �' / i ��� �U L D N O � p j�ol�' +4 `-u3/ r R 1 0�'1�, hi X g TO,S. cr 4. Jr j w. 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V u T S R Q 0 \ I7 569 O 1CIO �W12x14 w12x16 I w12x14AIN /< , ILI tTTF. ) --- W I C02(.0 W I Cv x 2-(a W I Co x 6 W 21x4-4 / 2 i W 1 (p x 31 W I (o x 2.(a W I Co x 2-Cc f W 21 x 50 _ . . _ s=s _- ... r O 4 w 2Ix5 ki Q 00 _ (Oz 40 X, I/Z —(� f" TS (G1<<iX 1/2 _ —� �� — �5 Gfloic1/Z —r5 Gra40 1& � TS �sV.c I/Z 14- (� I.' T`� title y- (/2 CQ !�I T� (ixli.�t/ � ( �� XI - -00 �� _91 `' = _ -- Sb.9 — - _ _ = _ _ `` — = _ = Z — Lid '' — — TS vx vx /2 �(pI - — QO •1 4� (TTP) I dJ X TOP OF t3LK. WA`L C3 Fid. FLR S3.6 a - IL - - T o Q. _ - ---- _ _-- r - W 2 . x 104 -- -- -24 K 5 r ►.1f� F1..D012 ti W24 55 - - W L4_x Io4 W 24 x I4�o ! . _q W 2q x 1 O4 W2.4 x 14(a W Lam}• x 104 w 2Z4 x S5 I ' VJ f I c CC _._. . W 16 x -- _ _ - TOP of BLK . PILASTER - } 1N 21 x I _ IW 21 x44 I - - I _.. _ i - _ , I 1 5 t 1 NI EZZA W I W E FLOOK i j , z 0 �� ' � SIM.r19 O I� ;I - A O ! �' 0 56.9 V I � I I I � I I I I'� T P I �_.! 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F s DwT � IIv� I , 22 }j STREET Z Z - - - -F -� -----W 21 _x44- - -- - - - -- _ _ - _ -- - - ----- -= - - W I&A 2 o, - W 21 x 44 W t(o 2(Q - -- W t8 X�.�__ .._. W I x Co — — -- f �� 56.9 55.3 I ATER/SEWE _ _ _ . - -- --. I w zi x44 05 - - - _ _ — GRD i ORAN y-- O TRAFFIC —� w1 � - --- ------ - - � — — --— — - — FINAL CIECK v I IzzR/W Q Q • A \ 56. l V I AS CONW. 7 w Ig TYP ��� TS 6x4X'/4 `t 156x4x!/4 ll} r W 1 Ig �� ( \ THESE PLANS WERE PREPARED etr: FOR Pi11vATE LOsaE Q _! ' TS 4x4 x`9l& '\ INITIAL DATE s6 i GOL 18 O S�p I DRAWN CHECKED — — ATE • NAME D • LICENSE NUMBER FILE l CITY OF RANCHO CUCAMONGA Z / COMMUNITY SERVICES DEPARTMENT• PARKS DIVISION �CI�TIPj� GO►�IC. t} •I�. t0 PROJECT NATE - l.o'W WALL. 12 I 11] Q SHEET TITLE �L � c J TYPa WALL P,-LJN F. 15 W r 1 * A D E4 v DATE I�I MUNI t YANAJt DATE CITY E!/(EIEER A ED QQ4Q DATE OFFICIAL SHEET !OM NO.U_I PART A DATE crry A` .c . FK/� MI N C-q EL EVAT 10N @ COLUMkJ L I ki E SNAL� , . 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WP.1 I RE-INF. 15 Co.l O O we FRAMINC--4ELEVATION E COLUM �� (,� scALE I ��_ �_ M w � - 12.. . p i 2�- O M/ z _ 1 i -_ - _ tJ�W �'� b x4 x3�� NCe2. T :14? O �' If 19 ' 551-3 T µ Ko 14. 14 Q f 55• 55 14 _�__..��---�/ � SS, I 1 N � M (, ❑ FF, -ti F LINE � (A�� ' � V cn _ _ .—_ - - I• - _ I -- . _ — _ ._ — � Ii � IJ 56.1 18 5 LLJ �� 56.1 Q S6. _ rl ! I 1 �� 56.9 i 2- I i NSI -IhM t3 � c tir z I w 1 I N •101 °- I III • f20KTi 4tJ o r- (�� �' O cn i • u' - 1 IOq CL Z W .1 I in I - 1 I I `•�- 12 0 �IS pot�TotJ Cie 2-#8 JZEIN�, NOTA 536 REIN F. NC7TE 53.6 REINF NOTE. 24 RE-INF. W07E � �I �{` 4 57F�- 53,6 S3. � FULL. N L7WALL ELE�/ SCA LG �cA�� � ._ sc�l E __ - __ zA I ION ,I 3 ,_ �; WALL LL E�/AT I (D 4 WALL ELEVATION 5 �';` WA' A _ I , ��AI o _ �.� E �E� T I oN 1v8 � I I., 1 _ W �. L E L EV� I dI� � A �TIO.N I s I n —.- - _ ,r LINE i I4 -#:s(Tyr) Ir- � PART-A 0 2-�5 (�'rl') 2- �� ! IQ _1 7 1 R E V I S 10 N S FOR CITY USE ONLY Z w Z � DESCR{PYLON APPROVED raTlAl DATE Q —J 3'3 STREET O Q ATER/SEWE "'- • GRD L DRAM I"— TRAFFIC W —_—_ ---'— FINAL CHECK Z > co FFLINE R/W TI=t� �c•TI N� � I �� � � d W � O I � AS CONST. OL J I - 5 I� r � J THESE PLANS WERE PREPARED BY: FOR PRIVATE usE vLij r � II T7 r r _ I OPP, toc �. 2 #�• 1 1 ! I ! ! "TIAL GATE DRAWN i 1T CHECKED l�J — I �.�• 1-'�Y NAME DATE Z ! I lYI? / I I I I ! XIJI wx — , I I 1 �- I I I I LICENSE NUMBER FILE � - - CITY OF RANCHO CUCAMONGA - -, - F. . Z Q Q -. COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION 11J bz PRO,ECT NAMEci VLL 11 �` '�. ..' x wF-w 8 CoNC. 20 1 `10 "1"HIS SHEET Tm.E J a�oGK WALL �-� � (�� GbtJ�• �- 4 CONC. PSLK. WALL 1'=��,���I4�__ •,' W � ADt�IT1OIJ TO TYR WALL 12�II� IS )o. No.6'9-7g3 WIDTH . OAT T S MANAGER DATE '�. CITY ENGlEER i 5 CA LE / A ED SHEET gf o 3, CONC . L Q KL W A, L L E L E VAT;ION N E A\R COL. LINE 4 APPROVED - DATE B OFFICIAL �-- Y8 DRAWING NO. /� of BISHOP CaRAPHICS/ACCUPRESS — I -O DATE Y PLANNER DATE °I rI 8 r9 I IIEOIIOER NO.AN67� '�..•-.A6 i�....._.. .... .. _ .. .. _ ... .. .. _ .! _ � .._ ._ _ _ I _. i .. a _ ._ .... _. ._.. _ • .. ♦ ..� .. ., 1'. _ _ ._ _ .- _ - .. 1 .._.._._.. ._. ... . _.._ _. _ -.- ..- ......_...._yy ..«. .. -... 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'l O - oz THESE PLANS WERE PREPARED BY: FOR PWVATE USE c 1 NTIAL DATE `J � DRAWN '-j U CHECKED NAME DATE n LICENSE HUMWR ' FK.E - CITY OF RANCHO CUCAMONGA Z Q < COMMUNITY SERVICES DEPARTMENT PARKS DIVISION �] ,J - Q PROJECT NAGE J SHEET TITLE y- _3 \J WW f11_ �� -- jot No.M-7193 ��• �` DATE ICES MAMAGER DATE 1q.1 CITY EJ008EER ¢ e q zmw�_ '111 131 CJ007� • SHEET OF CALE A I�LJ3MOF�dAL — 4olCENTER CONCOURSF SLAB FLAN /� _ ► ?4w . N0. V DATE 9 /�IWHOP GRAPHICS/ACCUFF*M ATE MOIIDEII 110.ANA8 rr..,.. Ilk . ,,. ,...• :.,.,.._ .., "_... ...�«x ,•...---�•ra..:mr�:aaredmraun.a�ru�...,•,yn,.m:r a.,:',u.. ....ww:u�a�mce.;re. •. +re.rar....�+un,.........ee,�:...:..a«u::�.r, _._ ,�- ._... _ � - <• � ...�.�.u..•.. ,M;Y»,��ww.wr,,nc:..cr.�h+...:•�.w+•.ouiWw_.�,r• w.�,,�n��..:�-.«w.+�:^n.wa ;s«. ,......,. � 1• , .., -"1'.�,"'.4Y" ",�k2h•kh R:•:1...^:`..._.'.r..'ls1_.::1 ...Y!.:....,c..,•a :'..-,t� w'aviY. ....: We.P..ern.^Y.iee-b-.,.... x .ra. � n., .•. ,,.... ,. ._,. ».,, ;]r rv.K- .,,r� .•f � f., .... • r I �1 'q . j•. , ,•.• .. n:r, .,_ y yry.,1• A... ?i ..... ... uY .uN�"s`�.. ,. .. ... • _i. 1.. .0 s�.r-♦o._. ....•y-.s.aua-sd-ra.sYa.uMr J1MWiIlR,kAbtl I Lo> 1 2 • \/ 8- # 8 E.A . FAGS ' < � , _ * g ' �\ # 3 TIES fAj `J - \ ` FO R SPAC I NU TL.,ut, TIES 1 S o IS FOrl S pAC l NC-� 2 L N P. T V • I . . �.. / � 2!" �� 8 to . FA G E � 2-##q 4� / I ► --- c 00, 0 4 TIES C 5'/2"O,C. 1, - io / -- _.-....._.._ --- _ SCALE COL . SECTIQ � >s o *4 TIES SEE WALL ELEVATIOW --- 2 oil I i lf, FOP, SPAGlNC� � - ( IS -4 4 @ 12a OG . 3 q d TIES > TYP I I Q c� 121' D G - — r �� • 11 L R w o 1"YP cel STACaCIER ,JOINTS +- 2� 4 0 MIN � S(a.8 TYP. (0.7 4) I CENTER Ca12AtI� STA �ID FRAMIWCq PLA NSCALE 101 SCALE �BN: I'-oN - ,� _ �_ II � 13M . SECT i ON 1 4 W NOTE ; CONNECTION OF MASONRY WALLS Q TO PRECAST SEE. 14 15 '�-�- f RECAST SEATINC1 SUPERIM•POSEG LOADIWC-1, �- U SEATS ( 2 '/a' CieZ o /� j /, GEILIuG 7 /a __ -- - -- --- _ ---__-- Q -% M ISG �n " — U V E LOAD 100#193' EC12 oZL v via W G O IJ TRA4C T O W- TO FICO V I D E STRUCTU KALA 'I \ GALCULATIONS� PLANS AND DETAILS ! _ —'-- ':. ..___ —_ __- a• Z w p5 AWD OBTAIN CITY OF RANCHO - z- _ 7_ T_ O w Q. R I z \ / \ CUCAMOtiJCaA BLD'G4 ADEPT. APPZOVAL.. j PLANS AN IDE ILS I f3E t 4 4- # 8 I I - _ - _ g- - V U � 1 i I Q >z i _ � z ArPkOvE1D �Y ARCHITECT t�RtoR ' �I I �¢ TI �5 C� t2 V w • TO bLO Cl INEPT. SUF�MITTAL r . V U O r2 3 SCALE Y COL , SECTIGIQr) z 22 OPn ', G& NA N D S2,4 W 2I PART-A \. •� - \ R E V I S I O N FOR USE ONLY w S CITY Pj I S \ DATE DESCRIPTION APPROVED INITIAL DATE S24 � STREET Q ATER/SEWS • GRD i DRAW �/ TRAFFIC (1� G o -= FINAL CHECK w ,^ AS CONST. Q O 2.4 r 1 S24 DL J LL THESE PLANS WERE PREPARED BY: FOR PFAVATE USE "TIAL DATE `J DRAWN i'•- �J v � / •J '� Z. 52.4 NAME DATE CHECKED LICENSE NUMBER FILE Sz4 24 :: 4 CITY OF RANCHO CUCAMONGA < COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION SLI p[ 7 ' PRO.ECT NAME I SHEET TfTL E 0 • r •� . . " �i �` Ib APPROVED o APPROVED ...w_ww.._..._•_._......_.. .. w..•...._..vw---.._ __.—._._. _ ..._..—.._-.._-....... .-. ..—.. .__,._ -......_.. ..-_.._.. .-... ......_.__... -.-.. n. -.. ..• ._.- __.. • .. ..r_.._-.......-... —_.-._...-•-__._. ._ +._.... _-n-_._w—._- .r ._— __........_._.._... _... ..,_ r_.,. ._.._. .wn,.•._v._._. .r,__r.. __w.—_—wv—_.,. ,.nn._.,r..., -,ww— -.___.....+•--.nw_._.._...__._•.....n._...- ..— - r J06 NO. TY S MANAGER DATE ENGINEER DAT . . '�. CITY A.�: - � film* NI � -4, _ ..._. ._ APPROVED A STA I� �T �S -- A — Gq SCALE AAPPRIDVEo oFFIC1AL -� SFEET of 2G N N C) C' E :: R E � E ID ISR EC ST S CAT I N PLAN I 1- DRAWNG ND.Ir,; .� DATE BISHOP GRAPNICSMCCUPRESB /8 I ANNEp '-1--- DATE AEOAMR NO.AWLS ' L M N • � P.5 Q � R.� S T U v • ' ( ; c' ) I I , OC Q. t � I j i IJ co 4-0 q O Q if 0A TIES O' TIES @ It)-"06 _ _ I N • • • 11.1 � V < _ 1 /I ((( \ L5 r Z V SCALE r SCAL VVA L L ELEVATION e CGLUK*-,J E. LINE l �, u_ ._ „ J CGL I o D I 1 L M N P P 5 Q R R.5 S Y ov D _ � ❑ 1 6 i - nN\\ U) - -0, I C) _ > �0 ! 6 4 9)TYP 4) - { t I Z o • I I w O 1 i a ICo -# bob o I I J (> DATUM --- --- - - --- __ ---- - _ — - -- -- -- ___. --- ---------- t -- - - - - -_ - - ----- -- - -- — -_ --- - ----- -- - —_ - _ _ _ - - - - f x W Q CL Z 0 w �. o 2 z V v Z cn V w WALLELrEVAN CN-TIGGLLIMLINE 2.3 - SGAI_E O U i � _ ' z w L LA- � • r� � o U w 4 1 sco7 z SCo.� -3410 8 z 1 2 - - n 13 Z o PART-A o . �� `�� `� I R E V I S I O N S FOR OTY USE ONLY }••- w\ =pp 3 r # IO `��� ` I DATE DESCRIPTION APPROVED "TUIL DATE (n J O 0 2��STi(h v A G. - � 3 7 I �IM STREET Q O 2.3 I �_ GRD i/DRAM Z N ► I �_ ,,__ _ -.� ' _''"'.. ._._. TRAFFIC I - - - FINAL CHECK O I O A t � AS CONST. O cv S q- 8 23 S 547 448 --4 4 -4q O I I THESE PLANS WERE PREPARED BY: FOR PWATE USE - T�p (o (o I I I —o ® S23 TY �/ 4 ^� � MITIAL DATE I s 8_ T 2 3 4 3 i DRAWN � PATUM M O' — O II #9 VER t iCHEMED - - r i 2 �8 - - NAME - DATE -Ja FILE -- LICENSE NUMBER �-- - - ' - -j • CITYOF RANCHO CUCAMONGA Z - Q COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Q th.� • r PM ECT NAMELu c SLEET TITLE EDA' APPROV, 3 APPII/7 10i NO DATE7 TY S MANAGER DATE CITY ENGINEER ff 7,�, COLUMW ._ :IFYscAl_E APPROVED DFFcIINOOF WALL ELEVATION G LINEAPPROVED xF 7-3 ORAG 0 IN���A0«,. YS DATE CRY PL ATE �I FAKWIM No.Aa.73 • � - L=t_ �---L 4 ` L t = 2 2 a' _ g M, 5 r.I,.K,2 2 ,I L 0 1 .. h I 249 - . - �i 419 _ , • �� 0 4 9/ • ; , % � I t-- _ O M O O DATUM O CL O I _ 1 b k. DATUM D O J f�ATU _- _ _ _ _ _ _ - _ _ - _ - v- { . - o _ �,�, - �1 i � cam- 1 J1 .�.-� 7. i31 GDL . LINE L SHOWQ SCALE Ga L_ LINE M Now N sCALE COL LINE N SI*IowN SCALE WALL ELF_\/ATIO�J - ,t_ ,_ ,I _ � WALL E L C=VAT 10 N _ ._ a ��. `/�/A L L ELEVATION �- � t`: I'-Oil 5 I N COL . LINA v SIMIL,Al2 y8 - ! o CoL_ LINE U SHowl� ys - ! o Go L_ L.II� t s T , h 5 �. SIM LAS /8 � W N 0 w W V _0 j cn GaL . �.EE - - ! c- - PLA N (o ' 0 LIJ MEcH. EQUIP. cv 3G16; 0-0. 1 O~ w i'l ISOWELS r -� A. WAY <! U SAME SIZE. I MIN. V tY 1 -L _ W 4` GONG QUAN7IT`( AS _ �I '22 p I SLAM t} COL. RE.INF I �� D > 2 ci 1 S(o.l 8 DOWELS — - --�— ---: Ly `Q. � �- SLAPS MATCH �4�GDNG SLA 'a l ❑ a TO ` � : S4 � Q COQC COL KE I N F . J 1 I t3 i _ z : _ r 1 I 2„ n1 \ , i o , Pi -Jig - - Z CN // t C tj J O J _ T_ O i I j DATUM - _ REINFORGltvC� 3 GL_IZ �3�GLR sa: SG I -DU�E ovc.E O �1' t.loTE� Fvlt DEPTH , SIZE RI✓INFOR.GI t.IG� 1 SEE %_0 �,:�uLe 0 Gam (._. LINE a SH4tNINv SCALE E SCAL.E � SCALE. SCALE _ � SCALWALL_ ELEVATION � '_ , FTC , UTAIL _ FTG. DETAIL � '_ It t1 FTG . DETAI L It _ It 11 TYP P-QU ► PMENT PAID �_ O A NON O 3 l 0 COG L LINE Iz - IM L K /S I a E �� I /8 -I o �ILI ..CONC. o - > >- WE•LO ALL JOINTS 3/14, FILLET OR I3E.AA ps ` t14x4x �8x 7`0" EA. SIDE I/4 3 ,/4 3 EA. PRECAST CONC. � A7►NC>, ALL � IZOU�I1� U�.SL,1: 55 NoYE �. _ R R °L o " " N 101 BENT � ANCUE(cour.) O � 5 - �� STUDS *A o'4* C 9 GAGE ' _ _ - I COtJT. 3 X 5 9" x %4 X 4'12" 01 N 2%2"x g x I- 4" WELD BAR fes' A Ts 4 x 2 X 3/rco ! ct 2 (TYR) • 3/4" A N C N PCO l.T S , Q 2 l:S 4x& x `/4 _ ej _ t 0 �Z��D,C V PRECA5T SEATING 5 CONT, r r _ /I(o 2-24 , X - � ! r 4x2,A Q PARALLEL TO Y At� - 2 l.r5 5x3Y2x3/8% O•4 ORIDGE eHIP , �MAWWR SNALL - M L, , ! -� . L.-4x(o 2• �/ m ►3aLT5 - m ��`� �,� ; '; t _ _ z sa o \I, �t, 12 \p i i2 - __ 4 CoIUC SLAB cL • ' Wa HEIZ UNnt2 NUT _ w .`� '� ( �f j �y,�t ���' I s .�z � � � fi � -� 4 2 o w �4 �Jlo O.C. �f� _ � I � N �" EA, WAY ® 2; r� X l2 STL. PSAI2 ,� L �.� _a [ 7�t •� " / \ 4 V / � /g � I�oIT E A.EN n - - � .__.___ _ � .� p, C T S 4'/2 x 4% x 3/fro O ff... — `Cs 3tc'Lx 3�i -v_ U Z - - 14A C T A 1J A I /q'► EDC E DIST A _ - S I N 14 _ • � 0 v- ' TS 4x2X3/rc� I T54f2x4�2x�� s cn U w 1 @ CEl�tTER ! i 444 _o R7 - N • • O i MASONRY WALL ANCHORS SPACE CONN @ � TS 4-X3 x �� TS 4X3x3/ira It Q V U l� T', 3 ' .4=o" IMAX . O. C. 3 GLR 2'0" - z ( TY R) A P Q ►- 3/w 2- L 2x4• x /c, F3TWIV, FbMS. T5 4x5x/r& Got. �' _ gLoc� � I WELD ALL JolwTs s/�� rILLtT OR 2O-° U � 4 t- r� o.c. -rs 412x4/2x�;� p � �n�E I�ih ALTGW/ ATIVE FbeAID ALL AIZ,OONI� 31D ALTERNATIVE Q �A . WAY © P.�M. >_ 9 9 SCALE - __ � SCALA r SEALS SGAL� SCALE v�' NAY WAS. n O CMC- .- . .� E G 10 N h _ . N SEC ION « r TG. ETA I L , y , N R T 1� A CodC. Y �? MASO l C N TS T T sc_o� i. �MAso�l Y BALL o C sT T _ 7 � ;� 0 1 - so l�� z WELD ALL JOINTS 3�I� FILLET OR FbEAD ALLAROOND Z T S 4 x 3 X 5/rr. G GT1Z. 20 _ Q I « TS 4 ,x 3x3/cam & ERIDS 1 4, , IS Gf�. TYPt P� 7- O �- O - 4 7-O 17 --- !3A�I~ It 3X%2 X d 7 12- %2`0 Y,01 to " 13 D 13'- O �.I . � " n � n � 11 �) ❑ - p>�ck. l�LTs " I ?-o -� � - o PART-A cf) R E V I S I O N S FOR CITY USE ONLY• -- - TS 4X2x31to , o, , � /� ��I(p DATE DESCRIPTION APPROVED "TIAL DATE ,C t I to x _ _ --- _.-Ts /2 X 4�2 x 3/�(c - ATER/SEWE v " • i ,� GRD i DRAM W I TS 2 4 e x 3 i- _ 8 f3 LOG K WALL I TRAFFIC 0 w -.0 4 C I IV'0,c,. V a12T 9 FINAL CHECK _ GUT (�)i Ut3E AL1�6.1 v �. ' s , �/ X o 2 be Ilo o.0 Ho IZZ. o 9 I �a . x 8 x '7j(��� �' xr 5 4 5,x ��)<o W)T4I� � rm,,5 Y �\ " x c CV .t✓ ' � � o I { 8 GROUT ALL CE-LLS iQ -� X } x " 1 o I I I T� X 5X . �� T S 4,x 3 x 3� I; m cn I~- THESE PLANS WERE PREPARED 8Y: FOR PFAVATE USE �✓ . 4ul ` ' S �D` � !If'O� I N�MTIAL DATE LG� S�0.8 4 u � 4- �- 4 - s�.l siM, x w T .�xzx��� _ _ _ _ _ x 1S 4 Y 2x 1 �- DRAWN � � � S_ _. N NAME DATECL CHEpCED m � _� ' X3 x 3� I •� -f` t • 'v v 1�'� M` - LICENSE NUMBER FILE s`1 _j _ - 11_ ,b.)c.I�vK.S Hl�i H•t,� J, vi t X FLOOR LIME �,, �� �� . '�t �S �' �t��� X � �,�L �.°' N CITY OF RANCHO CUCAMONGA � � cn A2 2� �xIST�I collG. �� , -� '' Q to v �. � �9 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � - f " ' •K '� I`� Vf PRO.�CT IIA —J Lu IL -7-7 . -� 2 I ?lam a i II t • l IC',���, 1y�� 1 I � NU�, �� � . O .��• � SF#ET TtTL.E L _ d'� �_ pj'-c�' .I �, 44 5 SIM. rt �;z� APPROV D Eo . . 1do _ 4,4 �� ' NaLI' ' ,�1,- ' JOB No. c5el-79 LIQ t 0+_ 9'g CA--' 519� Eon , Fp ' DAT 7Y S MANAGER DATE CITY ENGINEER - >:4EF7 OF *, .4 f311� ALTE-RtvATIUE SCALE SCALE _ I�I !J ALT�RNA 1 � S G A L 1~ � DATE .q B OFFICIAL �'�• �L�' � ELEVATLC3N. SECTION FRAMING PLAfJ �' _�SI � -- ( tl - ' N � � - � �. I � � � ( , � „ �� APPR+01► oRAW.ut Na�tdOF � +' � � � 9 `4-' ! • � DATE 17 17 .do Y PLANNER DATE BISHOP GRAPHICS/ACCUPRESS IIBOQDER NO.ANA/ 1 90 8" ' S 5.I 56' -8" 34'-0" , BOLTS / 2 314r I01_0" 3'4" 10'-Ott 31_4" 101_0u 3'-4 !0t_01 t i 3 2S5•I 2- L4x3 x1/4 (Typ� 23 / 12 V41E ENO f� ,I TYP. 5 P (o. (y)-2- VW(P BOLTS ��'�� �3 �, 6.1 5 6.1 + sV4 V2 Y4! GUSSET �1. - ' -- NN N - �` 2-*'r BOLTS - -�`- _ CLCQ `� � 2- L4x3x1/4 _ � T- O NON SH RINK ► _ _ I L GROUT - - - -� Trp E •,,�. .,, AL32� S 6•I I 4' 3�2 SLAB p O . - P SLOPE t t 2" 3' 34 2r ! I - . .- t 4' FT. N N -- g Ib END I I ._.. . / CONC. BLK . 1 56 I o F WALL cv { Q w(ox9 W Gx9 I _ � 2- + x 11-P-1 P W 5 ECTI ON A\-#% -- -- - M7 SCALE / I TR U-55 D ETAJ L rC�LE a TRU S S D ETAI L_ r STL TRU SCALE= - � SS I I o" � O - _- - - -- -_----- - -__ _ NONE N G" CoNc. 5L�.P� 4 4" coNc• 5LAa 3 3 BENT }�, -- _ W N 55•I � 3 2�� I/�•" END f� -- M 2 ALL FOOTING5 TO QE I'-4�' UNLE55 NOTED -OTHERWISE � 3/�� BENT f�, � O Ft - 3 W 34 P�DLTS " `� SEE pET IS 23 FOR WALL ELEVATIONS '' ` 55.1 55.1 (TY P.) VL U N L_ D G . A FOUNDATION PLAN S CAL..F. � I " _ 1 L - U I ❑ VW GUSSET Ft W/3/4 WLTS IL(Typ N `O� 1 901-e9._ Q) 341-00 co t+ t " I N i_ r w r t r 131-41 !3 4 141-4 8 23 -8 > STANDING SEAM O • Sc A L,E. 13 ROOF DECK 13 O SCALE j SCALE 56.1 I 11-04 � 5ECTION = 11-0� 7 Tf� �JSS bETAIL_ t TR SS DE I L 1 , I (2) _f u �t > W 34'-0' Sro'_gII 12,,0" 121-p� W�x9 W � x9 Wlox9 W(oX9 I i I ; �� , - z - j.I W la x l� O f O � 10" 6LOCK Id' BLO CK 2 O 14 S 6 1 20 I 5 .I 21 U- O` 'Q 12 I S 20 D0 D4 DO DCS G-i DD 56.1 Q +�5 STIRRU 13 12 I 6• 0 S6.1 _ 14 21 I6 14 < e Kos @D 16"m.G. S6.I S6. r c�• '� 6.J I 6 x x SS.I 56,1 6-1 56.1 56.1 79 1 X ❑ w 9 w� w �x9 wGx9 19 W12x1(o 13 t I 2- 5 CONT S6.! - = V W. S I `. z 0 • I I I I g 6' i z_ • � � s°4 � � O II i � ► 3 U � • ! I I 18 56.1 5a'o.l � V W 56•I TYP 0 C� f � I > FOR HOSE REEL SUPPORT O u U = - _ _ Fk FLR. a Z 11 0 � • 56. S6,I fal 56.1 TYP. (4) 56. 1 � Q A A.L X SEE NOTE5 s�� ~ � v w BLDG , ;NBLOCK � SCALE r- ,, � scALE z WALL_ ELEVATIONS �.� BLOG . AROOF FRAkAING � P z � LAN t u �_ /e � I d' Q r 24'-0" 24'-O" 241-0" 56' -8" 34' p114 ❑ 12 FLOCK PART-A - , 0 6 I *5 S 6.1 5 R E V I S 10 N S FOR CITY USE ONLY n W J 12 22 5 5' 13 I I DATE DESCRIPTION PPROVED - NTIAL DATE �)' I ' S10" STREET Z I 14 �6 I /, I 12 / ` ) eS6.1 I i ATER/SEWS • 56.1 s�, �' •I, �-#5 = / 21 G� z - I 1 - TRAFM GRD L DRAM - W 2- 5 CONT. ,� S6.1 ' ' •}� FINAL CHECK �9 .j✓ ` I I 56.1 I I I I Y R/w C� - - AS COMET. O 2 * �- I a THESE PLANS WERE PREPARED BY: FOR PRIVATE Us:E z 2 5 s6.1 - 2#5 t I TSP, G. -- -�- - I o O 1 Q EMTtAL ATE U v +16 CONT. .I Ig `t 11 I ��-- -1-!•- 6. 1 DaECK - t caiEacED t N .STI UPS LI I I I . NATE DATE 7- CZ 8 4 M O s _� 6.I s I �_^ LICENSE NLWW-X FILE > I Ll 111 cry I t I CITY OF RANCHO CUCAM ONGA _ Q F'IN . COMMUNITY SERVICES DEPARTMENT'PARKS DIVISION IJ.� (TYR� _ - - -- - PROACT NATE _1 sN �, f c4 - - o �..I C,OIJ G SLA S 6.1 15 18 � SHM TITLE0 TYR. WALL REINFORCING � S6.1 `Y 56.1 S6.1 'tYP WALL OPENING REINF 't. � •lAPFIIOVEDV _ � , ALL WALLS TO $E e 6LOCK EXCEPT-A5 NOTED - .1�,�/ �• No S�-7`�3 DAT TY S MANAGER DATE MY ENGI EER 1 II - APPROVED - SCALE / ATE SH OF • LLL- BLDG . A BLOCK WALL S OCL I r INSMOP GRAPHKC&ACCUPRESS M0./Mti7s 6 I TE AI CITY PLANNER --- oAif 44x•.. .m.a -"y, .. st:at,•.+e' t++p,„,w':r.a,. `w4M.,o- ...1X',...d'r f",... _. .o. , .. 47i' .. • . _ • i. Is ACo I- 8>11 4-21- Oil 42' - p1' 11 I� � � , U , t� , p-4 ICo - o IS -'4 I(o - o to - o I(o - o 811 811 8M 81i 8N �� �j1' gIt IL r 18 l a O 56 ! S(D'I SIM •53 5.3 (y) p T( IJ O co — �' b. - S5. S5• S5. _ __.__ _ . __ _. l__ _____ --_�,.�--. _.__ - ILL- FINFLOOR- r�- A e = t • Lc F4404. I•IOTES : 8�� BLOCK WALL FOR 'T\ P iZE_I N F• E,�, S 5. S�.I N QD LL I3UILbING _ '' f3 '' FOU �JDA710t---J PLAN SCALE. 5UILDIt,--JG - 'C" FOUNDATION PLAN SCALE �� BUILDING - C WALL_ F- LEVA71ON SCALE O 11 -011p C li N 42' ----- -- — - - O CONC, 5LOCK WALL CON C. I3Lk . WALL 2"CLR. 1 — Ir 4 Ca 2"Ct_R NORIZ. ; -- ---- I .,q� �� 6 L K 54 SLK yQ ,� 4 _0 I✓O IJD 6,M 1JI< 6 8u o,c• 18 GA ,�T DEG K �� O " �- '- D'� f� L. D1� o 1 ► x D T`f A L 4 WALLS 2 0 I7 ya D M VERT. s I O / - � � 5 @ 8 O.C. EA,FAGE ap _ VER . .� ". �. 1 7 //1-9 � > T *6 DOWEL @ eo.c.270 LAPru#4 @ I o.c. HORIZ. 32 LAP 0 I W(o �q WCox9 I d CONC. SLAB I I \ ' I - , _ i _Z 1��L a x �1 O ca GONGa- I - - -- —_--- _-- •1 L - ----- _ �_ . ' ,� SLA 4 I - • 4 z o' 2 4� 1413q� X'11�� 13 "�y^•' c� co - q , 5 eb lao.C. 5e loo.C. - 1 _ _ NOTE 5°' 5L.K WALL (TY P ! . • - v • - - - _ _, - -3 *4 3 4 CONT '^'—_ `v S`-c e 7COLIT. co__--- - !; L I i.� 3" CLR �� ��,` IDOW ELS 3u G LR #5@ 8 v,c. 31_411 O r; SCALE SCQ.LE � 4 SC,n,LE ._. _._....._......__-_._.._.._..._. _-.._. _ `rAE A SCALE SECTION Ip _ SECTION = w BUILDING - C ROOF FRAkAIWC� FLAN ,►� 1 ,t EOUIR ENCLOSURE PLAN , EQUIP, ENCLOSURE ELF% I � �___.__.. _._� _� .:___ _-_. ___ _ - I _ W ,r' EL. = q 9. I 1� ___ __-_____. _�.._...�.....__. ._ _. _I 5'- o u ... ..__. 1�� `� 14' 01' (r 01' � � Q z 8 f5LK . - 0 1 � _ t (cI a1► 5 o1' _ _� -- --- ---- _ ------ - _ -,� ------- -_ - - -_ NOTE . v� 10 x 40 GoL.uMN S _ Q I `L' - O a �` SLK j 81tf�LK i SHALL CONFORM TO Z 121 Go N G WALL __ _____-'� ASTM A 3�o °C O yA //pJ IO" OG /_ 'i -r DATUM 0' -o '' = EL 83.7 J � _ t . 5 DOWELS _:o ._.._. ._a._... ,_ , .. i ICo oc WASH IZAGK � 1 �N �+ � � 5LOPED � '�� , V o SLAP., X #k 3 I Co '' O G E V� . � �- 0 O.G EW /2�' pC<E_MOL.GF(:� .� � ` � 4 � � ( � ' { 1' 4 T`( P p w _- P" COWC SLA5 r , ii JOINT FILLED _ I :'�.'1• Sh.t 1 ( w 5 DOWELS LAP 2'-01' ( - r , !1 V M ; ; CONSTRUCTION) � ` cn V w .ALT bE.Nf� _ ! I i OR CON TKO L f f F— v O /� '\ Y � HAIRPIN -� � o; � a z w �. 36 ((v �� % , m *' „� Tl-((PAL A L COL OGEW Simr- - S t J v FTG E WALL --*— __ - 5" CLR �, _`o 12' -OCIO N - 4k5-� _12� —_---__. _ ,�- ! I�_ 4�' Slc•'' SD v w Z RICHT FIELD 5ATTING 6A6E. SCALE ��ALE �► eLJILf. 1w(f, ''G '' SCALE �- E [--,JCL0GUKF-_ - SCALEZ a,_ ,_ „ WASH RACK WALL _ ' �. + ; ' r .� TRASH >ro u N I T Ia n I� N _ . IIWAL GT - I o 34 - I - o WA L LE AT IC t-J / I _vQ 7 TS3 � 2x w (n � `�.2 Iz11 PARTssssssssssAw w TS Co A to x 1/4 ' T S Cox Co '/4 TS Co A Co X 1/4 T S Cox x '/4 I TS Co (o�!}4 _I T S fD_x_(o X .'/4-_ R E V 1 S 10 N S FOR CITY USE ONLY-_ 0 ' DATE DESCRIPTION APPROVED "TIAL DATE !n - STREET ATER/SEWE • TOP O F WALL L Q cRo a DRAM �v r- -- --- TRAFnC L_ G x T`(h FINAL CHECK r w • I �✓ R/W u (� (n AS CONST. ! > O r W I'1.x I Co W 12 x I (v W I � I Co W 1 2�c I Co W k , THESE PLANS WERE P ARED BY: FOR�IVATE usE � � . I Q ✓' #5 ; / O j "TIAL DATE ' I rL. DRAWN � �J _ _ V CHECKED D �, O Lo / / `,'i NAME DATECL TS(ov.4x3/t ca TS(ok4xS/Ico TS(ox445/Ica > x TSCox4x3/uo x 4 . I -'•' I ` ; � _ � N LICENSE NUMBER FSE I ` ( FIN . FLOOR 22 23 N x r, 3�ItiU x �� r: � RANCHO CUCAMCNGA Q 7 �' �• 3 � �-_h" :��` COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION = �-- ; PROACT MALE 8 NOTES: TS Co x Co x l/4 -� T S Co X Co X 1/q I TS Co x Co x '/4 T S Co x to x '/4� TS w x Co >c 1/4 T S Co X C� � �4 Slo.l I 81� 13L.OGK WALL . FOfZ T-{p, _ _ -_- ------------- .__-_._ -_�-_ . '_-------------- ----- - . _ _-- --------__ __ __ T R E.I N F __ _._-- .-_ � SNEE TfTLE W -Z SEE � - o ! APPwov D Jo. No.Pj9-79 J kiv (1"KIJ s�. DATEG�,j'7 TY S MANAGER DATE '�. CITY tNCaNIEER _��j� APPROV SHEET OF Vir/ �ii�/' o 4>8 TKASH E WA L U ELEVATION SCALE` ,� A E N L O S lJ R E ROOF R A I�1 P A N SCALE • DAA • •q ,_ OFFICIAL -�. 4 -- �'` T R S H C F M I L , , _ DRA,�.�NO. g � /C� — I O DATE CITY PLANNER - - DATE / BISHOP CaRAPMICSIACCUPREBS 1160110E11 110.A4070 • . s s. a ✓ 4d-e 40 _6 21 _41 1 I " ,_ r 1 " 10'-4" 10'-O" 10'_ON 10'-4" (o '/2u t Io -4 10 o to -o 101-41 - 1 5`-IOM S'-IO' , ri7 _ C 55.3 � � I 5TEEL DECK STEEL DE1;K ' .�� 3& It CONT W 8 x 10 . I `n _ -- ' - c� kv . � . I "SLAB 1- " (2 6 I 1 4 �TYP 6 ZYP a W8K3 F50LTS 0 p - - - - -- Z cy 41L _I 3 E I D 1P i j � o 7Y P. V' 4 _ i; W B x 10 13 - �—� �; — gco 42 E LEVATIoN Li 7 � � 0 F /I r. 10 - - - - 13 6 3/8 " FL CONT. 3 16 2X -12 _ y 3 W/ :V4'0 BOLTS / /-� Q NON-SHRINK �� QD 3 2" O.C. \, — GROUT j/ TYPE ' B' GALV. STEEL DECD " , M 8t +- I M _ M I d IO XYZXd-1 It W Ip-0 19'-4 10' 8 4 (TrR� 17 CoNC. t3LK. WALL 56 I 2- YW(t BOLTS PLAN VIEW �� ❑ @ 7 GAGE 5EE DE-T. IP- / 5.5 FOR WALL ELEVATIONS REST SCALE i SCALE SCALE !' DETAIL scAL� �- E-�-AsN II LAN 1 1 a ROOF Ff�AMING PL.AN 1 N _ � " � SECTION 11/2" = I'-a1 � 1'/2" = I' a' .� " 1'0 U N DAT 1oN P 1 1 = _ / I -� - -- ROOM BL.DG.F /8 I O e 0 J ��_811 5'-10" 3,-a 3' " 5'-10 5'-10" 3'-6" 3-!0" 5'-IO" 28'-5" r� 10 -5 191-411l0 8 O -- -- - �1- 7Y 1 �I I� 53 1� 5 TYP. 0 PLIC @ IF 18 13 l3 13 12 12- 2.45 I Q 5S,3 w.l 56,1 I n S(ai '=1 I (otiVP � (o 1 i 4 I i Q � I > .-_ - -_ -------- -_, I o �� 1 _ o 4" TYP - $ o 6,1 I i I r Z FF EL, I F F �L -- -- - - _ -- - - �-- - - -- - - - - -- - _ N _ Ilk r -. - s� *3 TEES @ 8" aa- I T1rP 15 IS NOTCS : P. ALL R l nP 2 `� . Tr W E N F S6.I SAO'i TYP OPENING RINE 21 0 0 0 - _ It SCALE ,- REST ROOM BLDGS . 8 CONCRETE 5LOCK WALL F— LFVATIONSIle =I'--eLu TYP •• � a � � � i cc Ix I SEE t 3 0 U " W 14x159 COL p \ N I) a p M • Ito ( P 14 (o 14 16 (TYPJ (I T©Z = 13'-0" t J 14 e4� 4!� 3 s/Ie 3 f I♦ —� 5TE•EL DECK ElX - I W 21 x4.4 \ _ 1 J V TS S x 8 )c 1/4 COL. � � � � �# I- . � Z w %0 t I 3 1t'� - • 1.(o x 4 x 3/6 LEDGER I _ + 2 w I _ . - 5/16 I SIDE VIEW O z I - - h � N 3/8" + �~ to V w 3� O i NON-SN RIN , 1/4 TYP ' 3 � TIES 6 8" oc• ~ O (r) .I OX " 1 " �� \ GROUT �„ 3,/ w 2 L-4 x 3y 2 x 5f 16 I/t" F� �I�i. / �- COPED �- " N I_ N 6 x I x 1 -o ( . W 4-3/q- A3o7 ►_ " _ L5x5x3/8x 1 O v U � 8 - - W 2- 3/4M F3pLT5 � I O O � ,� , + �' � � � Z w 13O LTS ro , V) Z # 5 cc I I — --- �;A 125 I til {I��/a �.t. " I �. . 1N 3 4 f30L 5 I LA TEJR -- - U PI LA 5T wu��? /�t �. / / T \ o l8 REIN1=. Q 56.2 r9 � rt. `.S (T-r P. ) x �t PLAN VIEW (� 21 8 SLK v w FOR ADD. NOTES SEE 56,., FOR ADD. NOTES SEE z SCALE 5CALE SCALL ra. SCALE SCALE, SCALE . DETAIL M 1 HEADER SECTION i " = I_ 0 � � Q � A � � _ _ 17 a I � DE.TAI � " _ I M D T L _ _ �� 1/ "N DCTAI L _ N _ � .� I 1ya ! v� I (� CO NE ION a _ � �' I I �'T N CT � , �.� I - I -oI d o IZauj • FLOOR 9 3/8" END ft 2-L 4x31/2 x 5/16 M FLaoR 4t 4 TIFS @ I o"o.C. , — 4 TIES @ 16"ac. 6,I a/16 ' , W 3/4 BOLTS ❑ LAP 2'-O" MIN. LAP 21-0 MIN• ,� a 151-0 FF PART—A .......................... . 3/4 � x 3 STUDS _ - � ---�—r-- •-- "'' \ O R I2" O.0. I - - R E V I S 10 N S FOR CITY USE ONLY w FL IZ DATE DESCRIPTION APPROVED INITIAL DATE Q STREET t �- SrD.I I - T ATER/SEWE W . i + - W 21x44 M W 16 t W tb TRA F DRAW w TRAFFIC � + 3/6 STIFF I I t FINAL CIIEc�t C!) R/w n J I AS CONST. W Z 13'-0" 15 fio � - - TO.S• THESE PLANS WERE PREPARED BY: FOR PtavATE USE • It 5 S+1 4 INITIAL DATE J DRAWN LEDGER L 4 x co x 3/a � 3M 1) HOLE I6" cc. 3,W" x 8' PLAIN BAR.5 I" F W2- ',4•`1 BOLTS CHECKED n LEDGER -CANT, $"O.G• WELDEO TO��M LAME oATE a T5 12 x 8 x 9/II'o CON T. LICENSE NUMBER FILE 3 NON-SHRINK GROUT CITY OF RANCHO CUCAMONGA 11[ i Q . W� 3/4 � BOLTS Wl /�11 BpLTs !"� STD. STL,PIPE � $'ac. ' leo, O.C. a COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION @ @ 16 aC. -Do NOT GROUT IN51DE J CONC, BLK, WALL PIPE. BAR MU5T BF_ • \ PROSECT NAGE — FREE TC) MOVE. ' W V W 21x44 WHERE SWEET TITLE OCCURS ON LINE 4 � �� �! 3 ED , �. ►�.Sq-793 1 x" # l DAT TY S MANAGER DATE CITY ENGINEER S CA 5 C ALE SCALE 5 CALL SCALE - SHEET cF .�.: ��h OAAPPIi01/ED OFFICIAL �, DETAI — l DETAIL. D ETA(L D C TA L r MIN �,� DATEII I I" I—I,'' oRAwINa I�.D � AI— I ATE CRY PLAYERT111 = 11-01 �,;, I o I i _ I -p -- ► AISNOP GA^P#*MAC4/M " #WORD"40.Awn - RAD ALTERK ATIVIS %F9 17 lI lc � • 55.I Srro.l ' 2 L!o x 4x 3/f) � n �t%� �t\� I I -2 L 4x�i,c i/q• 17 LJ I W�xq w�x1 wGxq `� 55.4 �.4 ___.. �_ EQ. Eoz, �.G• ��, I � 17 17 O` �t 5�•I 0 4 4 6 4 I(_'— �9 55.4 ca 1 allM 5 tTYf J Inl�nq Wrixq2L4x3><I/4 \ - F Y I I --j 2L4 X3xI/4 `� _�`� 111 t - 44X 3 x V4 10 V60 la LY7W 11, EQ. �Q. _,I, �— I/2I 6466, �. Z 1 ' I" 11 W/ x/411 � � `� O I W/ 2- �/4''4 C'-8" A•E�U�R 5 +,�:fi �� 3" 3" .4 Ti'P> AS 51'l ovl N 13 13'—�" 554 � " 2L,4X3� 1/4 4 Q ,��',� 12 (TYP ) 55.4 Q� 4 131..�X,1� h/s '` G�U55�1 2 L 4x4, I/4 +- ���� 6--4`' SI- ' (0'_4" �-4" W 4' 13oLTS C TcP�oKP 2 -�" PNfl 2_'x/4''4� 5 G'p CW9p I �A LE /x'I�� 1�, w/2_3/�}"e�n p'_�II A ��5 ._._..._._-._.._. - ❑ `• �Go p C.o N SES. F ►N 11 f311 L,A L E I cC•A N �AL� � N I 11 � TRUSS � IDE-Th 13.4" !3� ��� I = � N - .y �2 WAtd.L - SEE PIt T W14.1 � N n ,�- 1> u110 3" 4'' " • C� I� �• � c0 ROo�' FRAM 1 N G � O Sf,M. FI,R.SINK N 23 �� "~ _ O o.H, _ 4.4 ' \� tet - 11 f I I 2 LL x 4,c3/g �r s C� 5210 IL � - 5'2.(0 '. \ '� � . � ��,I� � 2• IM�\ � � x ❑s 11 FPAMI AICA � � i � k D` <4�,3 2 I = QO <441 M' -' 3 -' 3�� I �, I ' 15 13 SG I (y 1 I k N JI SIM. - +— = I 6 t ..4 '� �t � � 1 +- + c� / oo , 4� ANC7 2- 4 CELTS I i 244X3x U4 2a �11 3/q°4 -1S 7' 3" V9' (AU55ET It-, Pf� �'+4N ` 210" a'ON 34'-o" w/3,4��I�-T5 a6 ' � -- elf"&thE1 t,, ' FOOP .� SGPLE �iG�►LE f SGAL•E _ .�._.._ _. _NOES , FOIJNnATiaN FLAN 1 1 � 3 { b�TA� CA U I _ I_o, D�TAI L_ " I o bGTAI L 11� I-E I _ I _o 1 � T _ I11 W I _ IL z E M P.�I ALT R AT IVE , 11� � 9 43 TI E5 � W,0,6. Bic K I Y 13 15 2,d1 I o'-o" I►''—ty' -o z O 4 fir. � � � -- •I Sri.! ,5 1 _ 0 311 2*1 4" — k TYP #I'3 TIS , V ❑ ' 2 Lox 39 1/4 X I TYP '1� _ .--�X — TYP --' V r o _ � 1 + �• 1 - _ 55.4 _ �. - - �" Q W ,�. F F �� + _ 2„ � z s M 4 Flo VEFT• rLL�'`4v- ,3 Q r - U U N U w + 5� �Xi.l 5lal TV. — v a SII + + O co 1k 3/>h' CoU55ET J' � 1 �--" - I�- —-- , +-- + -+ - �-/ i.4 41 W/3/4"4' f�t-TS N 1 -�j,--- 0- Z11 1 11 3!d 9'-o" 3'-d o'd .3'e. PSW� I I I N < _ '251- " 4 oC 10" 1'-4" IoM " " p U V$" �U �r FL. 0 < Q - W/S/41 G� �.tS }, , r I 3'-00 0LA. ��V 31 Q11 /� �i},1p►�.I�1 �' C1� I U � WA �GAI-E `'c/''LE SGAI.E --------• __. .. __ _._.... _. _.___ _ --_ Z LL �.LE\ATIOH v ,_ ,I � �.� WALL �,LF.V/�TIUN � 11 � �" LSALv _ I 1 DETAIL _ , 11 1SALE S I/4 r I—� ��TAI 17 MTAI✓ " r ( TO.W. • �4 (TTP) 13 l0 12'_x" to-o .a.W. � ► „ 17 - 5v.i 55. lo=o" 12_>3 55'3 (TYP ) Z- cTY�j (TYP) � / PART-A o ° 4 REVISIONS FOR��► � ��► �� DATE DESCRIPTION APPROVED HTIAL BATE >1 STREET ' '`.i ani.► • - - ( _ WATER/SEW a 2L�x c3/ c.Ro s oRA« TYP �0 o (Trr•) q �a 5.I �� _� TRAMC — s 1 � _ FwA� aiEt�c .r W u, --� 5. ' 4 — — R/w � Q "" • `b As CONST. 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W / ID B L_ N U , g THESE PLANS WERE PREPARED BY: FOR PWATE SSE Z G ' I w MKIAL DATE � 0 � 2 2 � 2."6L 12 2 � i � DaAwN � Q. \ \ \� I E _1j, S n J CHECKED f= N T, s/' 5.5 T YP L O \ \ 1 GRAD -1 12.' 9 I V �-• - - ' S.5 NAME pA LL I LICENSE NU�ER FILE �^ • • CITY OF RANCHO CUCAMONGA dQ U • I I EA ELII� of FTC QIQj I r� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION �� � PAST PIER ' 8' SCHEDULE �� �• - U — I I; FRD,ECT MANE [� o 4 40 PIPE. `) � • 11 0z SHEET TITLE APMKWW d% 06 C,-• ,- :-�' ' •• ..E. J _1 DA QS7Y ICES MAMAC" DATE CITY ~ \J 3" GL R GL R _ VOID _ EA WAY Q 11 ` t' I Cv'- O t' v©�D ( '_p It _ pt VOID DATE o�laAL in, :HEFT OF 3s 2 (p t' +_ M I ' 14' AFFfloti►ED pRAwEa Ma��r c;�,�- jos No. CII -O SHOW N) - ( (SII _pa ' SCAL i Eft- SNOV�1h!) � Y F T G CJ E.TA I IT r ,I FTG . D E.�"A I �,. SGALE. 20: SGA L L SCAL�.t' . >' nccEp, ScopspJOARD ', _$MOP 4RAPMMC..S/ACCUR%i6 8,t_ S C/rT O N N_ M ` FT15ALL Sp , . • 1 NO.AoMM rJ P 1. } tz a Ile 0 0.151-K p LvGI • 3@ 10 o-C. E.W. • � 3 @ I�M o.c.E.w. 4 w CONC. SLAB� � • u) x I N TACK CCA.T WALL FZEINF CONCRETE CONCRETE SLOPE CONCRETE SLAB SLAF3 SLAB a' I I I � #,5 GoNT 2-d LACI � � v GONG• SLAB T P 2'-0" LAP _- -- 10 -0 T-L 0 0 9 • - - - 2 DON T. - sYJ co p ► � - -_ iii\/i/ /�i ,�� f� #4 Q ICO o,C . , #3 DOWELS - ALT. eeWDS , ' a _ @ Id' O.C.-ALT. 51GNDS �\ I�1 Q) 3 DOWEL @ 10o4l - "' ' 2" S I 3#4 CONT. � 3i� 4 N AN COMPACTED SOIL i, GO T. .GOVT. 30 G1..tZ. VAPOR BARRIER \ 3,c�R R 3" � CLR DOWELS TO MATCH SEE FDUND, PLAN y — wAL,L REIN�. COMPACTED SOIL _�_- (TYpf* �- 11-4 11(Trp.) I�NL.ES5 WTFJ� OTHERWISE ON PLAN v► SCALE SCALL S LE SCALE SC/•�LE SCALE O TYP. EXT. FOOTING a _ 1_ n I N T "'OTING _ 1_ CONC. SLAB SECTION E .�► CONC. SLA_ S SECT N NE �� DETAIL N {_ S THICKENED EDGE DET n . { �; ,�I NONd I I O 1 I o" o N W N 1JLK . 8 I3L LE`tC11.lI� NOTE : 4 I�owEt_ CONC . SL.AF,, SEE ARCH . rDRw 'GS FOR. SIZE LOCATION --- �? 1(o a 0.C. - -- � 0 • WALL SEE PLAN � MN F. �� II N - O •V 4 @ 24 o•G . 7 — I g #-4 @ 24 0C.EW. 5 27" LAP «d -- D L-AC' __. _ LIGHT WEIGHT I II GLR 2-40 5 5 COWT• � � CONCRETE � - E -- -- -- +4@ 100-C.o.C. E.W, -� 27" LAP — Iw 0113 04 7 4-ca r` ' i 0 5 STIRRUPS � 1 4 CONT. ♦ ,�. _ ,� 4 STIRRUPS I " o Z O G NEN _ } N � ---- � RDU G � �" CSI 4@ ICo1 O.G. A A s ,, , , AL-T BENT i r. 12-1, 1211 % * 5E? I�oao.c. ALT. BEND Q _ _ SURFACE GON s 3 --# 4 STEEL DECK I7 F _ ��.I �� CON 1_. � _ � � o �o ' EXTENO 2-011 13E`(ONO �--- *6 • SII G1..•i2. _ EDGE OF PAD , • ` SE.E 1JD. PLAN 'SEE Fou N D PL ! - > G -._-.__ ._ ..._. _. ..__.._..__._.. 11 s ; ` 8 IIA I i A1C P�LK 0 SCAL.F D - - I LSCALE FLOORSECTION SCALE (� p s c-ALE D ISCA LE- E ECTI SCALE Ii�IT >=OOTiNG s _ FT6 E A � _ .,� T\� P MECH A I ( � H A E>z SECT ON M 1M I I H ADEi� S O 1 4 � � -o NoNCn/o�� I I - I ui � • 27. TOP OF WALL 0 STL. DECK IAP LACI O u _ STEEL DECK stn.ala° 4c %►R AVT �D' d0 ' 01 TPN PP{�D — .n • I•II� QO a lJ/y1{L J W t F 51L. Pfzly- - Cd - - EQ Q W � NON SHRINK C 24 o,& _�. Y -- FOR 8" C3L.(7CK I '4� 2 w HORIZ. MALL t�EINF z d ' 17 ttl `C� 1� 4 @ I loN O.C. EA.WAY GROUT b"x 1/4N It W/ 3/40 � — OQ R _ Y , CR Io" LOCK • STUDS a 32u o.C. U U I'�N_SNF�INK- OuT _ N F t3 18 GAUGE TYPE NES' GALVAN I ZED STEEL DECK O z a If 5@ 10 O.C. Gk-wN`( cn V w in 2 #ri L, 4x7x 16 BENT Ft j /` \ # 4 CONT. MIN 1 : 0. 31 IN4/ FT �- • AP-0 I TN ICIL w/ " . BOLTS MINS : 0.34 IN3 F7 _ �� I NTS �?EC I O O cn • \ @ 32 0.c. tax• � � 1+ILL�c W ltrl�• 84 CONC• 6LK. WALL 0 V U w / GROUT ALL CELLS " wAt.I, IzEINF V Q rA& 7. Z- CONC. BLOCK WAIL dwr— CONC• BLV,. WALL A ACHMENT : 3/4" PLUG WELDS @ V o,C. _ BOUN DARY ALL SUPPORTS 11/2" SF_kN1 WEL /// U•• AT 12" o.c• 2 5 O 21 18 I I 5� I f)o' Nook• > Q - SEE ALSO DE-T. S I. I s6.1 s6. TUIzN r tQ CLX. M�NFY V . w z SCALE SCALE SCALE ra. SCALE �, SCALE f1 SCAB z TYP. LEDGER SECT. TYP. LEDGER SECT. TYP VVALL SECTION SECTION TYP SE.�TION 17 TYP. g WALL REINF — I� 3 zf : 1 � l.� NONE NONE NONE NONE No E NONE � W GX 9 LEDGER - w 12X 16 I 314" Boas TYP. ❑ STEEL DECK r W 12 x 16 \ J 3j4" cP F3oLT5 (TSP) FOR ADD. NOTES FOR ADD. NOM5 LEDGER PART-A 3/4" 4 BOLT5 SEE A-A LEDGER SE A-A '`�_ cn C�YP) / \ 21 /� _ _ 20 - - REVISIONS FOR clTr USE ONLY W i \ DATE DESCRIPTION PPROVED INITIAL DATE — — — — -� — — — 3/4"4 50LT(TYP.) P �,, �'� - - `Y' STRER/SEWE • Qi �• - ,W) GRD & DRAM TRAFFIC W LEDGER 4'x 7'x 3i/8 � 1 � - FINAL CHECK Lo 6 (/) 50 , 5N 4N 4! AS CONST. O - \ so 5r 81 ' 4w 41 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE " M II ! M 1 1 1 1 M ' —4 x 7 X3/8 BENT 2 3 I /2 2 I/2 INITIAL DATE W/3/4" 0 BOLTS @ A A _ _ \— oawwN � c►c-c3cED • I 32, O.C• - - - NAME DATE LICENSE NUMBER FILE Lij • BLOCK WP\LL - ♦ W 6 x9 COw 12 x I6 CITY OF RANCHO CUCAMONGA n Q - - COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION n \ I ♦ PROTECT HANE —1 N UA c r/"'W- � � SHEET TITLE `� �J \ — A �- " U cJ E A . ,o. No.$9--7°13 �---- LEDGERAjAk D DATE . A - A A-A MANAGER •' CITY ENGwEEn A ED SCALE 5CALE SCALE• _ SCALE ` /`� SCALE DATE . B OFF sHEET of rot,4, " 1 N W ■ii 11 1 M ��r� -� DRAWING NO. �73 L-FIDGER S , _ u I D ETA I _ u DETAIL _ D CTA I L sDETAIL. APPROVED • d I — 1 Q 10 11-04 1 11-oh ( s i _Q DATE • CITY PLANNER �-i•-- DAr �1 �Ia�91 BISHOP GRAPHw-VACCUPRIM REORDER NO A4ft7/ 7/1(o GAP It 6EAD WELD SINGLE f CONN . SCHEDULE 3 slr�E� 5/6"4 K o - s'' STu►DS — ID'' TS 3 2� ICo TS6ovU /4 �. TS (o (o � I 32 �.G, �1 1 }- - BOLTS ---- --- -------- - -- -- ----__------ -- /�} 3�� � 3/�(o I � 12 D.G, r CONI) WELD WLITS i BEAM SIZE ( '� +.'� ''w'' NUMBER SIZE REMARKS 5 BEAM P�EAM -- _ _ r'' 5 - TS 3 A 2 )4 511(0 F P ' 3/oto TYP w 12 , w14 " 4-W l _ -- -— -- --- m _ - _ .. ccl ❑ m - O r C1�NN ♦ ) f CONN. F� WiG. I/4� 3�1� 4• �' I , _ _ I — _ _ - - � . _ _ � W 21 x 50 r W12.x1 (o X44 � �. { 4 t '/2a FOR 3/416Dl.TS 4J r 8 5/I�" 3/16 5 3 --- ----- --- � I :-)41" FOR 7/504 �OL_T�, •--N W 21 3/S �4 - --- - - - ' W248M I/4 7 3�4a� 4 I(o" ♦ �. -TS (o (o x /�} 81t �LOGK --�' S'� _ I U TS Co (o EA SIDE NOTE: O CIE.W. --� x V4 w " ,+ u p F012 CONIJ. f2. TNIGKIJESS t. WELD SIZE W �, f ti 5/I4P It 81' eLOGK - -- � \AJ/ 5/8 4 4 o _S 3/I(v I�F_A WF_L,I� � WLT SIZE i, NUM&E.R SEE SCHEDULE . W/ 5/41d:t H .S W/ 44 @ (Co'' I STUDS 6 32 '' O.G• 81 FLOCK 3 SIDES ►� FOR STRUT COW' W. USE FULL NEIC-IHT CONN. It. --- --- t BOLTS O.G. E . 11 , 4 @ I(ot 3 T 7/�Co STIFF FL OGE.W #4 C ((o'' — �8 END I - EA . SIDE O,G E W. W� 'L ' �/4 4 STUD O WOT E : I 3/I(0 CL 4L ALL BOLTS TO CONFORM TO ASTM! A325N 8� bLOGK '�O - — _ ILII 4� USE A325 5C CSI &,LL MEMBERS LA5ELF-D STRUT - ---- W I( x 40 TYR ROOF5F-AM SCALE / SCALE SCALE 0 CONNECTIONs DETAIt_ D SCALE SCALE rSGNON � TA � DETA E _ I _ I o ,� _O� !� IL _ � DETA I L O W N oNG GURF3 W l lob 40 O, •2 g. - 0 15LK K ` 5 NA 112p I N aLcr, C. I(D I i g�' 3L K _� TH RU V,4 4 NOL e _ 0 (o'' GONG SLA I I IJ W 12 x 3� , ,� N + , 4_- a I I (ot1 EXTE1�1 d EA �2 3 I /2 0 4 C) SLAB b �� BASE rt _*4 ICv 't OG \ \ / 3 W Q) Utl SL-A S 4 W - �4 `t '� c pll F30 LT 'X b' \ DATU M o " - -- I J -- - . --- --- ! _ + -o � , bAYUM ; -f �vEar SECTION #�4 STIRRUPS N � ❑ p+ _p N _ - W 1 Cox 40 )'f O.C.E.W. 3 DOWELS E,LS o OPEN BLOCK GRaur ALL C ELL.,S Z x + r. c�� R�rN� O STUDS 32 I I(o ' oG . 3/I(o _ N �� 11 i l BARS UNLESS A P 2 -O _ o[ { I - •, { x N �-L J I I Z N oT E o y Cll 5 LAP 2' a 244 CONT. 31'G L ----444 E .W. f, \ � V.. a0 y, . i rte• �b O L_ 8N 1 -`� 3 - Co'' SGL PLAN; ECTJ-Qf1. (D P�LK SCALE _ S GA L E ---...___._ SCA E - O D ETA IL _ ,_ CONT FTG . DETAIL � P ID OD � t SCALE SC.A1_� SCALE71 _ _ I A TIN- I o _ 1 _ , SASE R. DET ,i I o � _ _ � ...� AIL. � ,� T P 1NALL E TI �hJ I1 1 o i t � Y S C � L NTEL. SF—CTIC) KJ_- ...____. IIo � I � _ ,+ 2 1.V8� .L 3 - #4 DOWELS _ > • TR ENGN DRA.I N N S E PLUM�I NG � off_ Z ,� ,(. _ • o �. _ - - 4 FOR O : s w a PRE OL 3'o I-OGATION EXTENSION ;� N � O � M DEn . JOINT" PILLET? 3/I(o TYP 9 � � 13 � � � Pd V SLA M 41' MIN t to W x p s — ..rs ' HOOPS IN FLEXURAL MEMBERS ARE ALLOWED p w 2- )< 2 /9- ON MIN . ' TO 5E. MADE UP OF TWO PIECES OF REINFORCEMENT: _� $1 w CL N O Q Z 2L4 3 %} (TOP �OTT� 3- A U- STIRRUP HAVINC-1 HOOKS NOT LESS THAN 135' — t V 2,-b" `� � �C 1 f2� x K . - �� 5 I WITH SIX-DIAMETER (E5U T WOT LESS THAN 3 IW.) U j���. J I 8 I 2 f�. FIIJISN EXTENSION AWCAORED IN THE CONFINED CODE AO V w A GROSSTIE TO MAKE A CLOSED HOOP. �- 2 FOOTI N U z 00 .� - d (o /% /. .c O aC �� DOWELS � 3 G holt D.G. � v � _._-___---- .__ CONSE.GUTIVE CJZoSSTIES � � v u � ~ --- 2 TS 2.)c 2 '/4 EIJCaAGi I THE. SAM E - , Z w LOW6 I TU DIK AL. BAR SHALL 3 CONT, '; `fYh NAVE THEIR 900 HOOKS FIN. .FI..00�R 4 AT OPPOSTE SIDES OF �-OF U- :/i, I �cp E N D I� EA THE FLEXURAL ME.MF3E.R. TOP . • O Q TS 12.v. 12 X !/I(o CIO� ELEV• OF QOTT. TS = + 10'- C" w R` DETAIL SGIAo �.• SGALE If R C D �' HOSESCA Jr., T`r P i CA L. �GOTI IVIG, SCALE �CAL� SCAL z 3 1 = _ M E. J H CAIN DETI O pi a FEEL SI. PPo12T _�4 W �. I ., TY p M O I i o I oN SEA C L UMI�i TIES T C'. C41. MN ! I� IN _. I"J STANCE TO DAY NY N E � � Y U T E S AC 5 TS 514 2 x '-/I(a Q 12'' ac ❑ - PART-A 0 2- 3 -6 4 CONC. SLAB cn ' w #3 CONT \ - R E V I S 1 O N S FOR CITY USE ONLY 4 T S CO yc (� �/q DATE DESCRIPTION APPROVED INITIAL DATE W/ 5/514 STUDS 3X/�X3 1(�M STREET Q ` - - - } .V �� \ G 3�L�, a,G / ATERISEWE �/I(0 2- i 2 Q G cm : DRAM :� -- v 5' 3/8 te 1� a" TRAFFIC 9 W - -__ w �- -� . W/ 2 3/41' - w 21 So FINAL CHECK — v _ ��i ��/\\ - z' Q 130L7S TS (o +c.•�. x /1(p g (v�4 x 3 Ido AS CONST.Riw 0 yu G \ THESE PLANS WERE PREPARED BY: FoA P1MIIATE um � "TIAL DATE x, fti - v I W IOIl OG DATUM Gi'-v'' ~- .o .� QG o i r 4 @ !(off -�—� DRAWN !n O G E w CHECKED v • c_ ' .. ._ - --� s Tj\/\\?� CLLR A.. NAGE DATE Z LICENSE HUM13ER _ CITY OF RANCHO CUCAMONGi4 MIN COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION LU .• � � a _ ` ,. PRo.I�cT MAINE _, �� 4 � -- - _ 1 ' SHEET TTTtF � cuzV /1 3 G I.-R 1./ O -- - I �� APP�ov APPer+M xm No. Qi- (rrij -71 DATE OMMNUNITY MANAGER DATE.. Cff Y EN41I EERE SE T ION scA�E _...._.._ �. (ft . 4 !wTAC�� � SCALE C, WALL S r ( � SCALE / SGA L E / / SGA L E • � QAPrwoVED �' � . 3 r_ _ I� , ECT ON u , TYP TH IC KEN E D EDG EDETA _�- / I o 3 - E M_ , C� E `1"AI l 1r.. � � _ ► t �. APPROVED— t E Ips +� � o -oII �: oRAl�a Ill= I I I _Q ATE CITY PL pATE v - . 51-4112. 22'- 4'' 2 '-4' 2-45 I • I'-oil 5'-DI' 41_4" _ 5'- 8" 10= 4" _ 101_ 4" 4 'n S 6 4'O #>k4 TI ES 10+' ?IES C 4"O C. i #4 T1 ES lS4"oc - q T i E�S- _ io N Q c 4 TIES e 4"CIC . _ OG 1 O I _ •f , ��� G �� s ISI � O, �. A -# cl CONT NO SPLICE COTS IL�`�'7 I \ c -- O For, EIS. WALLS : zzz PROVIDE STD EEK IQ EA-1 f )5F, pg�r, 9 5 4. A 5,IV � � 2 # 3 'Q25 \�� �, ' 13D LYS v � -{ 5 8" O.C, c:I 4 q \ *A4 �' 101 O G O CONT CNO SPUCES `.. 7 Y,2!1 +8 -- �' ' lo' Q EA FAGS +8' 7 '/2'` N p w LOUT (Wo SPLICES) J (D to s,•l 23 �\ - -� ' 3 I ' 0 SEE (0.7 S2.5 '�� �� �. �••� = N �� 9I 9 REIN P. NOT SNOW M - _ -` - � --- 2 i `,� �� � `� \�� - BOTTOM " � c(1 ! to FOP, CLARIT`f SE E '`� `�•�� � �,, I 44 � 12 O.C. -�4 C 101 0.G . o �' OF WALL � N REINF NOT S HOW N ���.`�` ' WALL OPi°C4 S HERE a F+D R C LA R 1 T`( �•� ���''•,` � W #4 @ lo 1' G WALL Or�EN I N 64 0 U-5 - — — — —• 8 0 SCALE O —� CT I � 111m. - KI . 3 I go 6 O I - 9i � v Q _ - - - N e 1— — •` — t� 1 p CL 45 C_)ATUM 0 ' -0 11 ,4 10 DG, CIO 9 , cn 5 @ 2 .-- - - -I'm ak a 1i - I -+,r- r—-�►-- ---Ir- �t 4 , j I • t — 8 - > w t 5 - 0 ' SCALE *5@ 1010c, i LEFT F, RIGHT GRANID STAND SECT ION z .L. `x SLAB ON GRADER NF i/4' �—# IO D.V _ T—_r T— �T lo II cle Z EI '� STD. LAP ALT. BEND STP. LAP �I `' II '' FILTER FAP R I G - 2 CLR. _ #4 NOSE BAR EA, TREAD 1 1/2' CLR. ' O STD. LAI' 11 OVER NYA RO t�l1GT � - 0, 1 u { w ,I_ II 3 ICo 01'2AIWAGE p J � w FIN, GRADE OR 4-0 MIN. 12" 2-O I 4 P> # 4 � I o I' o.� o C,F_ v�� _ G0M Po51'r e Q SLAB - BEE PLANS / _ - ____ -- s: MIN. MIN. U a EA VERT _ # 3 hOwELS GORE I O N1� �' I Co"O.G. w •4 AT 12O.C.E.W. d � �b EARS T TSH E1�JD O J v _FOOTING 1 ' 11; MIN, � � , �\ � •� �',J , '' ~- cd Z w So CLR. LTO MATCH REINF ' WALL REINF \�\ \ S 11 11 �;' N I' LE 00% COMPACTED FPL � `� � I 69 � 2 I L � I 2 z 2r.4 CONT. �rv^LL - -- - REINF. WALL RUN t� x _ =m� •4 DOWEL — �• #�4 I o a 4 G. I/Z _Q i x H0R1 L. MO fDATUNI O'-O '' Ln V w MIN. NOSE BAR CORNIER IMTERSECI-ION =tt a - -- - - BIDQ OR CHEEK WAL1, 1 _I Q . - /// FIN, C-If'Ar� '�'�.. ....,— '7 '�""��'1 r_� --'� _ O cn (CONC, OR MASONRY $N �" .— _ 2— Flo ' V MOTE : WHERE CHEEK WALL N - .� I. 1 <L _ .----- _._..-------�___ _.__� _ lJ, __ _ _...._._ _ _ W 18 REO'D. PROVIDE e' THICK - -- _ - - -- — --- N II tel\ OCL ,\\ L Q 5 I D C /� v `� oc _ CONC. WALL WITH STD. I80 Fi401C � 1 t 04 AT 12' O.C.EW. I TURLI DOWN TO ENA,7i=7 = 3nG� — #4 CONT. BOTT. BARB I C .R. PACE OF YVAl.L U. U i4 DOWEL AT 12' WALL REINF M d FILTER FA131ZIG �' -'` O BEE ARCH, DRAWINGS FOR FOOTING REINF 41-d MIN. DIM..RADII.EMBE00E0 ITEMBATC. B/4 x 4 CONT KEY 8 JAMB HEAD , EMD ' PERFORATEp w I� STFPS SCALE SCALE SCALE. r ; SCALE SCALE z T�r EIS OW GRADE 3 T�P COWC, . WALL DE.TAIL.S I �' . T` P- STEPPEc FTC- . } TYP COQC WALL REINF 11. 1_ SE. CTIOKI 1+_NONEWOKE NONE, u _ _ PARTA 0 #4 0 10 '' /—#-4 DOW ELS 4' E.A WAY R E V I S 10 N S FOR CITY USE ONLY I(p 11 O- #,4 �' I o 1 O 6 DATE DESCRIPTION APPROVED INITIAL DATE 4*4 D'O W E LS STREET EA wAr — GO W C S LA P� LAP 2 -01' LAP 21-OII i cWATER/SEW n s�o n w SEE PLANS _ — 20 TRAFFIC w LAP 21_ 0� L_4 4-4 x. ��i _ - ------- FINAL wL CHECK � Slo.3 >� GD N T. V %LII x ate,, t` - AS coNST.W. U� 2 11 O.G. CTYp� r r y I _ N _ I ----- THESE PLANS WERE PREPARED BY: FOR PWVATE USE I CLR , �-- DRAWN-�---- --- ----7� 1 INITIALDATE ' 45CHECKED ELI' �} _ # 4 p0 W E-LS NADATE LICENSE NUMBERFILE --DOW E LS :5I10G, � IO ) OG. AL`r SLA5 - OE SIDE SLA13 - EACH SIDE toll oc % r5EN r� CITY OF RANCHO CUCAM N A < Ia — 8 SARs --� O G ALT. PEND COMMUNITY SERVICES DEPARTMENT PARKS DIVISION uj (NO k I z_� CONT 2'- O ,4 _ - N N_ v _ _ _ ---- w,-. x PRo�cT wwE o -� _._ . �, _ STAGGER SPLICES GO NT - - ,� . , r Ow F—A. SIDE 4' —o I' ___ , 7 ' `'1 a° SHEET TITLE GLIA 3 GLR 8-,NN APPROVeb APPOM E PLAN - SEE P LA ti,J _ �� kv ,o. No. 8e= 79 2'- (o" MAX 2'-81' MIN Ta 4'-0 MaxF,,� -�'�` DAT OMMUNITY S MANAGER DATE ' CITY ENGINEER ,_. .....,... _._ _.-.._.. _.. . /j APPFbVtD PLAYER SHEET OFSCALE �CAL�. SCALE � DATE I _OII Q1 j1 DRAWING No. DAT SLA B oNGRADE e WALL 201 � � \ S��� o � TYP CONT FTC4 e CONCWALLTNY P CONT FTG 6 CO C• WALL , • DATE BISHOP GRAPHICS/ACCUPREN MOROER NO.AW7111 AN641,r V WLT fvw � - W ENO OF 120 Ne z ( LrGITH ZOYs 1. � w(i 3 I/16 2-I2 CURVED /I(c 2- 12. " M 6r I I �► "� _ Vlla 4'X�I X FLANGE SPLICE STL-. DECK � PANT r PENTHOUSE -� - CURVED I I .� - V1/10 r;rvi 2 ; �61 EACH SIDE �� S/4F3ENT F� !4! 3/I- SENT fp. _ wa O-04 z3OF SPLICE: — - — _ _ { —- - _____ W14 ! -- y'2" END It I `. i I ` T,S.G• y8 /�N WIC �1-2�t� 5 � 12 SLIDING CLIP - ^ - _ W21 1'-e zo ro - I ANGLE. EA - - - - -- `r W24 i'-8ii STUD _ , I WZ'l i'- �/2 7 O c 1 I I wv I'- 11 I/2 8 O IF OLYLESSTHAN 1/48 .�-� I �-- STEEL STUD FLOOR ROOF G W" Q ,I .-. IF ��t'(3REATER THAN 1/4 � I I 12� We.,H I N o 0vvT* . Q) WEB SPLICE 2-,2 I 2' t � �- + Fill�� GF Pao4A 1N11✓b. .,; <4� L 4,x4 x 1/4 CONT. p � Tom, , �. SCALE SCALE SCALL SCALE SCALE '' SCALE ` SPLICES — WON F_ 1 D ETAI L ,� DETAI L 05DETAI L � DETAI L TYPDEL . A EIN - 11-0� � 1� = 11_ 1 N ! IIN � lycLr = II_OM J NGL. E. CONN CTIONS vNON F_ .. CU RVEQ rFn TyP ` 56 -- 3/i� 2- 12 5 ro. � SLDG.CLIP N ( A . N - T`ff' Z� O ANGLE GA, IIi 3/t� , t _ i t I ♦ - — ST U D - _ - ' > II /-- {TyP t t t I I � �` BEAM BEAM ! I ♦ P�EAN1 _ U I ° a g I - W 1-4 a 30 yd 14 x 22 T I ♦ fi I ! I T s6• - I,- I _ , c I I I I TS.G. - ' N N I I TS.G > S.G. ' I _ 3/4" H.5. BOLT5 3/4" H.S. I p s 1 I I II r 5*4 51h„ I'/2N N - - V4 It t SAME Sfo, _ o ( _ _� STEEL COLUMN Z A5 WEB t s6. 0 I I I A W 3/4" H.S. N 4-�+ sEcT1oI�s BOLTS, CLAM STU DS – I `` - 1 �� N OF TS 8x8 x 1/4 r ! -f*L '�� -BEAM FLANGE • TS 8x8AV4 I 1 TMP + _ u I/2a ft W/4-VV H.S. + oo I Z" 3/40 � BOLTS 3,�}. �RE-CTIOtJ /> W I SIG I E30L75 W18x158 5�CTION A-A - - O SCALE -sCAL� 7SCALE c SCALE SCALL- SCALE I I -ou I o" ' 1 - I 0 NONE - 12 I I � z x (o/2 N Ft t SAME AS FLANGE t_ " I/4' I r t N r 16 TYP t'o < > CAP /4 F W 3/(4 � F. 0LT5 4 3✓ TYP TYP , I/4 Z - CURVED fS 3/16 s + __ �. I _ I _ �= Q I t I BEAM v I - / ! + I \ P Lr A IJ. �/I E W ► f + + I i T w CIS I J'✓I6 i 6'/2r x 3�B" x I'-O' I�" SLDG. CLIP # I 1 a z w ANGLE EA. t 5AME AS ♦ i' , 1 0 w W/ 3/4" PSOL.TS �2�2 J ` ••' /2' 22 ( -- - I i @ 31/2 GAG E ! STUD I - -i T S.G. T e t T 5.G. z N I �_ t + , ��' I ♦ BEAM WE15 t ♦ I `` O F3 EA to I I I BEAM �� W I4 x �� " � , III � ; � 15 VJ� 3/4 � H.S. + I ' r TS 6 x.6x1/4 r _I,_ 6,4 i �30LT5 + I + W -Ye STIFF. Ft, EACti -� I J I • SIDE 1 I I - -"'I 5/16 I I—ce O Uo 3Ib I I 2 Z W 12 2(0 5TL. STUDSFt---� A"t 7YP T� rz%)i TS 8x8x t SAME AS °i U — -- - - - - �rf). � 1 � t 5Au1E A,5 T. 5.G.M WEB t 0 �3 I I W� /4 0 H.S. Q T5 8n8x1/4 I _� TS.G• F1.AtJGEt BOLI-S >_ I I (NP) �- c/o W - Z SCALE 5CA L-E SCS.L E S CAL.Z SCALE SCALE ' Ns 1-di ' II 1 1 N _ 1 M r M 1 417 z a '4 — 1 u u I I O � I � r � � — 1 N 1 0 I I or' I 1 0 1 t o J 4 i,_7w 4 • 56. - T5 8x8x V4 � ' 1 PART cf) A J 3/14" BENT Its A It 10'x 1✓2"x I'-2" I I w B t/4 3r !" 13" W 4- 3/4" 130LT5 , R E V I S I O N S FOR CITY USE ONLY , DATE DESCRIPTION APPROVED INITIAL DATE 1 STREET N I rWATER/SEW 1t (O x W x 11-2! 3 c,Ro S. DOUM G � TRAFFIC T-Q.5. 55'-8" �Z - ' -3 " , c�cx w -- � — W/4 /4 BoLT5 i c/7 � I (1YP / _ - G 31/i" GAGE I Aiw O ��/ ' As CONST. I THESE PLAtNB WERE PREPARED BY: FOR PRIVATE USE . 318M STI I'F It MTIAL oATE � U 1 l T,5r G. DRAWN TS 8x0Kc/4 COL. r 1 � , W 18 A�5 NAME DATE LICENSE NUMBER FILE � • . � 12 i2 CITY OF RANCHO CUCAMONGA �--1 Q ff • 1 5 » �1/ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION T 8 8 4 ' w PROJECT NAGE � ,. ` a • T W 3/ICo YP �I6 ��^ �� saEaET T}nE �J -- ------ ---- �•�� ` �7' `1'1-- ' • AN vlEw - W ' 3/8' 5TI FFENER I .I, 2 A 3/tb -12 8 I WTH SIDES OF k�,v . D E P. i Ev IL231 f FOR C N N E.T. SE TY 56.2 zzz2ziBEAM 6.4 �• �. 89-793 S CA L.E SCALE E CA / DATE , 7Y T MANAaEa DATE ` CITY EI+ciINEER 6*4 S S LE SCALE SCALL- DATE SHUT OF ._ p M I-. M 1 ( N APPROVED = �3 ( I p N D N E I I O I ( O �•�:� ATE CITY DATE -/ 18/91 ISHOP pnR O,A44 MCCUPIrtsY NO.AN67r i r . . ' + . , . .. r .•.gid S :b•`' .y�. I i 56 1_2. TO.S. - - - - - - - - - - - - - - - _ C@ PE.NTHOU5E I II o - 4 1 1 ` I' 91-04 01 1 1 6 -4N O 1 . 1 1 1 211 " FL,a.N C E I ! TIP. @ EYERY PURLIN j t2 I 1/411 W E13 18 12 01 I I i I 56+4 19 LINT 1 9 i2 TY - I ' ► S6,4 j (4 9'- 11 - 6 i " ` '\(49 -113 w _ 1 5 I I ( I -- s6. - 12 I(c 1 1 N I S-LDPE �I i 11 $L.OPE ~� 56 ( ' T.O.5. 45'-8P T•0.5f r -+ �I 3 I t ► 1 ttl 1 ,� to 5/►(� W E H 6.4 I TSG \ S� T6 G ` 1 _ W ►a'X 22' log 2,- ,-! 2 0, �, 21_0 5 1(, 516 30-60 I I �'� `l I!0 1/4 V4 30-60 1 1 I -� I Q I II ' i <<<< cl i 11 , 1 1 IL If I I ► i ILO + N 53. I ► � 6 ' 53.3 I I 53.3 1 - - � - CN , I 29'- 71/4" TOfS - -- - -- _ - - - - _ 29'-7'/4" To.s. W 24,( 66 ` I OxI 8 I I I - i Wi2xl4 W3 o i f 1- Z O 1 I ► ' l i o - W N I to x 15,3 w FCR FRAMING �e' LINE M SES 20 _ r f 1 . ' @STAIR LANDING 21 ► I ; / r 2 _ � � I � R ` 3 s -- - - - -- - - � S3,2 @ LINES i ' l N V4* T. --- - - -- - - - - - - - - 14'-7/4 TO.S• --- -- - -- -- - 14 -7 4 . . � \ , II IC- II w21 x 68 1 -J ` _ I - -- - -- �1 r 1 " i � I I -� T.W. W 21 x 44 I .. 170 i = 0 \ ) Z45EAR5@0GA� p w x 6'-0' LONG I I Q) UA 1 y \ CTO x15.3 I z I hj I ( Z O \ 1 I { _ Z C' I I ! I _ FIN. PLR.-o1-O" FIN. FLR- O-O" i - -- — - - - - - - --t-- -- - - - - _ , - - - I I o � _ I U W � V ❑ I L V U�e X 1/4 w�P� I0 1/2 FLA fJCie w < S W 1/4 FILL G WeLIDS � � � T a Z w IN LIeJ 0l✓ 5/1(0" PILLETS o z SNowN. O � , < 0 V V z � V OC 0 I�-- O � U r_ � Z w ,� U o � Q SCALE F IN5ECTION @ LIIBJES N PST sICALE1v w�FRA �1ING SECTION G LINF_5 L/ M Q, R, UIV I N = 11 Ira, . FRAMING; 01 � /4 I o z z 6 2-05 BARS C aGAGE S6• I'' CL U x 6'-O" LONG T5 x 1 ❑ — 8 8 x /4 VA IES � 56'2 PART-A 2 I - 5nG - (f) w 1 DE ft F-A531 53, ( 2n LIN 2N I REVISIONS FOR CITY tHSE ONLr 1 p �� DATE DESCRIPTION1 oi APPROVED "TIAL DATE J . 451- " •o — - i5"° 1=-� I I STREET z Q 8 T S - 1 ( PLAN VIEW " . TS 8 x 8 x%4 WATERGRD i/SEWEF DRAM O • Y4 STIFF Ft W.21 x 4'4 I - ♦ J _ TRAFFIC I'- I� \. \ FMiAL CHECK (, + _ 11 "2 ' 8" 2" 12" R/w LAI `� aJ � � , � � � • , i _\ � . ; - i AS CONST. r r1 O \ I : THESE PLANS WERE PREPARED 0Y: FOR PIMVATE USE 0 • 1/LI X I 1 21 \ ��I I - - MMTV►L GATE 7 I + DRAWN L �.-�4w �. I_ " ♦ ♦ - CHECKED — — �V 10" X AM X I � � I { � NAME DATE D4�TS -3 M L T j I I LICENSE NiIQ�ER FILE • N��4 /4 � A. f30 TS � I , * STEEL TUPE M 8x8 COL. 3 ►� - - - r, i ( CITY OF RANCHO CUCAMONGA tY i N NON- SHRANK GROUT �-> ; COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION LL I T5 8XI xy4 \ PROJECT NAMELu o �—� I 'I,A --- SHEET THTLE 71— I/4 LAj 3/$" W/ 3/4" t ,�; I_ N \\ 15OLTS ,o. MO. -7 3 2 0 \ 89 9 Ln OAT IM" Y S MANAti R DATE CITr EIIfiMEER MANED 5 C AL E Cj C AL� / / — _ (� SCALP' 0 DATE OFFICIAL -� SHEET OF ' r-- SCALE n S C A l_.E DETAIL nu I✓��� II1I+ 127-1 APPROVE DRAWNGHw.li SE V E I L_ I I - �� DATEI FRA 5 ECT i N M " , �A TA I _ I— p �' = I - I -o D ----TAI L.— p — I_ N I v O : — I — ( � I C) DATE Y . I _ I p I I o" . SHOP GFlAPHICS/ACCUPM" I�1IEOIIDER o A44116711 (I� - 4@ I(pI' oG.Ew. #4 @ 10 11OG - 23 ` EA. WA`( OG 524 - O (y) 01 EA WAY 2- 45 =*4 POW ELS O �. • 312, 11 04 EA WA`( / I Q 1 =� O 4— D r--�,-�----� - - _ as SCAL SF- CTIOW _�I 1 J�41 - 1 4@ I oil 4.G . u. N #4 E ICO' OG.EvJ / +' � q @ to O.C. (> GONG. TOPPING 44 N051W61 SEE ARCH . 1 - - I CLR AL.LI AIZOUNrD 3 - - -_ � ,� GOwG TOPPING O / SEE AkCN . 4 -*4:2 QZI • —04 c� 12' O.G. _ N ' ��` V - . _ / ' _ _ _ _ -- — — - -- - - _ _ on o oG 4 101 �r��/. 4+ 4 _ N\ 0c . \\Y \\ tooc.�w. V w ❑ 14 # 5@ lolo.c . ` _I- 21' GLI, i '/'Z GL 12 - --1- 21�C1.R 1 lho GL9, 1 c/) 4 ,4 e- ICO n. G . a 4 i �I+ O all SCALE. � _. _ __...__.. .._ _...__._._. _ _._ ._ .... _ ..... .....__ ..._.._.._._•._ ___.__._._._. _.__ ........._..._._______-.. - S GA L. E• e 67AIRS SECTIOW � � • VleiV-Oil . @ w _ _ CAP BLOCK INC 0 V/1" CLP, ALL 1 3 I -A _ ��/ EL = °IO. S z O It- ce- w 4 @ Z4 SOL I 6 ROUT #4 D U /(tel/ t�n / • �/ ' ' ' +"� " �- . '^ - r '.:%'`• , � „r I ; :' -,---•-- -- -- '/�. ' PRE. D D.G.E W• r---�.-�—�_ —�-� ' _ ,e..._._� __ 1 OGEW ALL CELLS x o - X - 11 MOLDED W #4@ � WATERPI,ROOFI NCS • :/' • /�'� ` _ JOINT I2 V w OMIT z SEEo. Li EA WAY 40 10 11 JOINTS O� w HEAD O w FO R DIZAI N S E U U •1 *4 L Ilo OG . i c O cn — - - - - - -- -,� - - - - - - - - ✓� ' • • • • t \ 0C ALT, 5EQ0 J I z W ■ 04 -w- In ...� Cow-17 - . . O 2 4 —s- i CONT Q r#4 4 �` i !� • CLR � 12.5 2-► _ 2p !,_411 V v� - _j ! �- . _ ___ w p SCALE w-- z STA I K ! J SECTIOW SCALE SCALE SCAL E z i SECT10kJ S ECTION18 < �--# 245 Lj 44 G Io" oc iN N W v D _ IRART"A' o .f 2 3 EA WA �� 11 a i a SIM 11 1I 11 5ATTI M G GAGE w �1 I _ 8 I I _ II 44 0 10 OG 11i �►�X211 2,4 12 q 14' R E V I S 10 N S FOR CITY USE ONLY CJ I DATE DESCRIPTION APPROVED NTIAL DATE EA . WAY — 1 , r IS 2." CLR L 11 ' 2/4' IS SIM . DPP NANID 2 . 2-/4 ?.J4 2-4 X24 Opp STREET Q 2.4 Tj T . ATER/SEw GRD a GRAN t FINAL CHECK LU *4 0� I Co 0c. - -. _ � 5 @ I Co 11 O.G . TRAFFrc EA WA`f / r Riw / rO AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE \< I� '(1 ` I, INITIAL DATE V - DRAWM v p . .� ; 7 "�- DATE 7 � M = NAGE J --T —----�► (� j 4,��1.�cLo t� N �i �_011 uc NSE NUMBER s� -., M CITY OF RANCH `� C/) t 2 4 6, to O CUCAMONGA }._. _ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION O Ci E W _ PROJECT NATE LJ t a _ SHEET TWU OLE aIII. NOTE: FOR GONG �5E.AM REINF W Q 2.5 NOTE., Fok Go NG 13M SEE _, ', ,F • rhe _ 2.5 • GLR �' ,�, ��1 ' ` � jos No. �'i-79''� - (01 _ Ou u i ' DA , MANAMA DATir y CITY 11"GROAR*011 ' Z1, T7 zziili SCALE SCALE, t 5. SCALE �' 00 . F--+C T I OtQ �+- T } ... SCA L►E t I SCAL E ,� DATE f1EET OF 3 _ 1 -o D N - 2� � '5 ECCT I D _ ,_ SECTIOW _ ECT -�4W � � N_ I- I 3/4 _ I 0 .�,/ _ _p� S ON ►�� N�. ers++oP ow�rHicsi�ccurnese '!� I 1 o DATE PLANNER DATE �IB�17 116011oER NO.MM78 10'1 O.G. a _. Ew3l]2 - — 7 3 �5 @ 12 f V11' PIZEMOLDED JOINT FILLER _ # SL ICo'' DC• 2 its elf-IV *.r- I a co O O- 3 •� Io � �4 1 O t► O G *-4 C C 1011 O.G. , LOUD TOPPIW-1 9 SEE ARGN. - I N N -c " r�. PR.EMoLr�Er� �_ ! _' #- I 'L'' 4 ' _ _ Q 1 &0, o.G . JOINT FILLER Q _ m (D d IJ L E S S NOTEU -- ----- --- — 440101, 2 GLIZ T`�P. IL GoM N�►.GTEC� �/� 54 10 #�4 010 O FILL `�'�\\ _'�` -:`_ - } o.G1E.W- /00� :- O 446101, 06 o �: �I Q, I ----- — _-- --- -- -- FII-TER FAbk I G W/ tco o O � HYIDRODUC.T• DRAINAGE. //�; W I- , 1 GO M POSI T E GORE °C = 2 - --- - - IAT U M O' -O 1+ 2-"CL ! p SCALE SCALE 8 �' U — - D ETA I L aIN, : �* SECTIOW I+ Q� ,\\ `\ �4 -I -o c J 10 p _ �- - 2 - ��} GoNT 4 PERFORATED � - �� PkEMOLr�E.D PIPE W KA PP E-D 44 0, I U" Q G� —�-- —.i JOINT F I L l►Ei2. GL LIZ IW FILTER. >=A e)RIC -1: TYP SEATINGq 0 Z _ OKI �RA pE ,n ' O 4 @ I d' To STOKM 121 rxzAlN sEE X3. 1 FILTER FAERIG w/ NYbRODUcT �� A � DIZAINA E GO POS) CORE OC ? 4 bQ G M T E co d- 4 5 c 1,2!1 o C:zO VAR.IES 4'-o TO SCALE SEATS ON C� R.ADE ,t_ ►_ 11 Z (DATUM 0'- DN - - -- ----.-- _ - .l #4 G ICS " �G 2'- 40OL- _ 1 z - CCD _ _ O ;� #5 HAIR PIN `fi /3 SPAN •% SPALI Y3 SPAN _ 3 -# oc 0 o- w I-D IJC1 51 D E 3 -- 3 0 - y lzAfJIUS 2' -O" OF S+'=P -�r- r-- '—� �' _ 23 , I I- oil _ 2 3 GOVT 2 _ N 7 0 Q PROVIDE — -� - � la7 , OR- 3-# 7 V ❑. M o� x 3 160" o.c O C0 W �oND P.�REAl�.EK q PEKF�RA-tE b _ _ CIO y_''y�'_ 1 ON SHORT SI Dk. i - - I r IN PIPE WRAPPF-0 IN _ _ z w -T-- --� OF STEP 1 O w 'T ! r FI LT E IR FA 13R.I G N ' i ' it �� � I 1 _ - v O - - -- _ .. �`„ �N - i /: ;' . ' .. ✓ ' t1 2" (D TI CD 8'0 7 TIES I9 I(v' OG (o TILS �8"0.4 2" cn V w EA WAY SC f 2-h"4 SLEEVE S I CE WA LL. SCAL I- R A L-E- i ~ ANC,HoRS EA STEP tl 1_ K t WA LL E L F-VATN1 w-i' N C o A I o _ " zP�CEGAST PANEL SES I -1 � N U� DE �4 /b =1 O a- Q S I tl SNOtzT SIDE ' V) - NOTE . SEE 4 FOR °C OF STEP (0.7 u ! AtJpt-rioNA L Q Q j I N FOK M A'I• I O IJ � WOTE . REFER- TO ARCH FOR 1-oGATI0 tJ ~ � V LLJ SCALE GON �TRUG-T10F4 JO NT @ :GALE ATTACH MEET OF SCALE �- i2� z STERS G SEATS ON 6�-Af)r- 3 I+: '_ M � � ' -- � II _ ._ ,, ��• I, _ , I i 3/4 -NAM FEIZ 1 , � /� I o SEATING! ON G12A► �. �4 -- I o GONG . STE. PS ► - I - o T�(P. Q Bit GONG WALL 6E-(ONID - a 8 GD►JG WALL `(OND � PROVI of STANDARf> - -- - q" GOIJG. . SLA HOOK @ ALI_ -*9 �- _ PART--wA 0 �' PR Mol. D 4, GONG 6 3 - # 10 • 6M. BARS = -- - - # 7 II w Y2 DE SLAPS 4 _ O 414 fu I& . REVISIONS FOR CITY USE ONLY JOINT FILLER - - O G • u,N 0. DATE DESCRIPTION APPROVED INITIAL DATE Q #5 GoWT � S(v.t . _ _ - � c� � q STREET , I U �'I -- - 2 _ ATER/SEwE • Slo.l 2 -D LAP u �� �• � I. ',\ ��AIN G t� 2-0 LAP • � 6-- FINAL CHECK R/wOf � AS CONST. P z . O - Z1 s 2 5 p Z + # Cj GO N T ' THESE PIANS WERE PREPARED BY: FOR PRVATE USE . . 04 6 10 OG _� 44 DOW F .S - � � tiT1AL DATE � U 44 DRAWN ALT PEND - 01010/' . Ct�cED ALT. FSENDS _ R NAME GATE �( v LICENSE NUMBER FILE RANCHO AM NGA 1- `� _ I CITY OF NC O CUC O � Q I C7 I COMMUNITY SERVICES DEPARTMENT PARKS DIVISION —1 (Z PRO�CT NAS FOP, FTG SIZE � RE WF' / WOTE : FOR 5PLIGES SEE � — FOR FTC1 SIZE. E REINF SEE PLANS �` 22 �` 23/ r�/ p ,�, - ': -,�.tt SHEET TITLE � J SEE PLANS e2 54 q EA FALE APPRov Eo Boa No. -�•/ •SHEET "= DATE TY V MANAGER DATE CITY ENGINEER ' , S ALE APPROVED G. T`( FT• EX�"E. IC��c SGA LE TYr FTG C II�I•TE�IUI�.. SCALE /� ` G`� 1 SCALE G DATE $ OFFIdAL OF WA L L. N I 3 = '- " ■r z _ i+ / '.�L.... 1 A I L._. 1 �� � � I ,I _ � " I APnovEo =��. N /4 I O C:o NG WA L_L C OPE N I N� I 03 -O 2�.. D PTA L_ _ � .� muw" ;No.l46 of � � �4 /4 I /� - I o ATE CITY PLANNER DAR NISHOP ORAPMICSIACCUrRESS •, IOIIOiII NO.AM76 ` . 19 8N 59G�# co 2-WEJ-IT HSA 1240 ANC+4L-t2 _ 4N 1 I 11 I } ' 14 2 0 1 2' 0 1 - I � DOLTS G kti Q 0"loll c.c. /2 J �-- 5 C 8 M --- srorGE Bu �.G ' ► 1` __-__.__._TANK_. r7 • I!/2 G2 Gl.lZ Q Y2 BELT (> r. T5 4)(4y 1/4 _ �3"x 3/r6 STRAf� Y40 1c• f7A`1'U M 0' -Oi O 411 OQC, SLAF3 f��; � t _ _6„ EAP I V/ LA 2 It r- i2 N — 754�4�1,4- `� ANCHOR S1L, O T 1 . , • j ,1 i 4 /a I 0 '� 4 @ 10,, C.C.OC , tL � 3/14) W« J-I T HSA 1240 ANC HOR 0 ..a C OL.rSCL 4 �. . • ..• r ( rImo/ ST2x2x 3�6------+ r 3 �c I - -� Q) 4. f 5 -# A TO 160YTOM j�_3",X_3/4 STRAP J oil 0 SCA i..E SGs�l«. E. -SGA L-E- SC,4 E. `)LAL E � �-• �D A• 6 „ , STO(�AGE TASK DETAIL S� GTI 0 N 3 �s ,o� �'�'' S� CT 101 3/ "11� D�T�I ,T6i ! � J �" 4 O i ! _ Cil rAWCUT i~XIbTI 24011 2!-01' �-��- •,�. T` P_y .,� F-Xi:vT11JG'{ � COfIC. J M o _ u�" .•ok� 2 �.' �L.IC. wAI.L To Lam. U loot —T- -v tJ W 'CCN\l 5 ( . -rr AORT1T W Q� / T 01 • c- 5/-.3'1 / 3/ YP op— NO 4�" • °DOWEI� TO = r O %w.:5 K9 v �1 - C%)T kmk�AIZ V • �` 2 ' lo c uT C�) T-? +-3 ouTyr u.n 10, G-'O q/_011-C � IJa_j .4�3�lira T.5.C,oL. . � � r 7C) F {�l}4-�c�.. � � 7."5- -- •�'C2� ��; N•!• I IC- c I1oTE : Fv*Z exitmQG1 GO>1bT1LICTlC , - ' 2Z,+oLr—j-,q ZV_: A) _ SCALE ` °�LE AL.E. �cALE.. SGAL_l BEM SPLICE DETAIL. , „ w D �TA�L 1 1 ,��_ i�� m a� �� I = 4 ti res i �r O I/ I C' I/2 4 0 Loo '' ' �-D"_ _ � �U - - otI�O (v) G?S' 0 ' a ' 4 � 10 - 4' ILU '�' 4 TIES @ �`4.G �}'(lES6IDaOL #4 TIES 4NO� # TIES L 4r'QG --- 4 TIES 69 10 r' 0-C , TIE �4"O.G `i- �• w itN �_ M 1 ,1 Q 5 O - D 2 O 21-O 1 -O 5 -O N , v N lop ,r z Cv MAY e014 AIJ�I Ul�=�i"°�t� � ..STI oil A-A X r► � O Q Z - tSA1 w ' • I o � U •...,,`�.`•..� � �: c c�+,tG. 1bL K,, WALL -L- 1 iw4 oz. EA. `�.. A A Af 255) ` � ► *t 12J ..] A f DART—A REI N F �Io-t �`''' �.,. I .1z� � W00 105 - d �II�II I �IzA�. r<� - � .�� � I SH o W N 1=G R 4 - # q ``�` �-. A r1 } CL �`'`• �`` •,. , � MAL �k T E14 G 5 '24 o/G. N ' R E W I S 10 N S FOR CITY us+�owLr , F G LARIT`l CONT C JO 5R.I.IGES I l PROVIDE STD NooK I 1N �u� D11Z �N 1, _ +. � DATE 1yiESCR1P'Tlt?i�l ED srrYw. DATE { _ srT Co R E1 N F !�l OT 1 4. @ EA EN 0 � .-,'` ~' '- I „�, 4 �- 7 c ►& DR , v `y 1 + TRAFFIC �_ SHOWN FOR CLARITY I H F9iA1..CHECC i � .• R/w AK GDNT NO Sl�LIGC.S) � t i PROvI qtr STD NooK I I I � : EA. END _ p S2 ( ...L ._... __._ ___. ._._ I u DRAM < CHECKED NAIM DATE - � — " uca mmKm FILE F � �1 vW v J ,� _.. _ ,�_., � _ .� ..� CITY OF RANCHO O CUCAMO2 ---------� 3Ni 'Y SERVICES OFP0.RTv �� : PARKS DIVISION Q W 1106110ACT MUM « . I : ,• -� . J 00611 m D Q`® Q .5`v) Si, Ear RfiL+ _ F EA« ' - _ u� ,.E u z f - - If r 0,4 T CITY 6#10411EM A4AAAWA 71L �►-rt-�--„s r _ s .. .�_ SGA L E ♦ ♦ ._,....,_ .,' Co • ' 1 N NTE X '� +�_� ; uDACRY FL_0 / • 815H0?GiiAV1fIGS/AGCUfNiEfi6 REQRDEA NO A46674 •, _ ;' 8 .i .,.._... •.. .A_ - 's 6w. , FLOOR 4 1 O E CU RVEp 1 J +� ' '/4u BCN T F� r . x 3" STUDS 3/4" � x 3p STUDS , t�- 61 O.C. w 316 3 K ` ♦1 W tZ x31 3/16 2-12 I I _.� L 4!X 3'x lei x04 c N _ P - � EA. STUD 3/8 WASHER W/ - IgCO 64 V4*� STITCH BOLT 56.2 x 31/g ! CONT f c, MAX. , 5/IG, N I t u M \ roN x 3/g� t�. CONT b 2 1 i 4 (0 4'-Ol"v �•-- - - - - --� I M M y M i `TYR-/ — W3/4 x 8 STUDS W/�4 x 8 STUDS { W 12X 22 10 X214 �' OPEN x 11" 2a BEAM17 Q- 15 cC GONG, 51-14. WALL CONC. BLK.WALL 4a MIN. (VARIES) CONC. BLK.WALL x ;, " � v- ~ T l5 IS i4 c o 56.1 56.1 _ _ S6.9 s4 0 �0 cn 2- L3-A5-A Y4 Q loll x 3/4" x W/4--Y4" (b A•50LT5 MIN, FM5ED. I'-O" DETAIL.. SCALE SCALE - SCALE 5GALE 5CAL` - NDETAIL " . ,_ DETAIL H I DETAI L � PEWTHOUSE" � a I MSCALE.� _ DE`TA I L_ M I 1 = 1 0 I = - � o FOR ADD. NOTES SEE 20 4 STEE L D � V4 6 � , � FC,IC w 3 3/8 r . STIFF. ty; O l }A� ' X \ 4 P.A. SIDE �r X U 6` \i ► t W 12x14 W 12x14 4 3/6" Ft W/ I I * \ ti � sN Vito V W 4 STITCIi BaT l VORTICAL i � _ . o SLIDE CLIP 1/4 N,SI� !�l 3I6 4 I BOLTS '14 If '♦ w 40 i /4 4 O Y4 VG 31e: Ft STL. STUDS I - �- w u, I I � 1N 12 i to ,� VAtZJ ES - �' +. �''�+ ' I ,1 `n i u w/ It STIFF � � u ti H.5, P50LT5 EA. SIDE / 4 31 4 O aDF—TAI SCALE SCALE P SCALL 5 CAS=. SCA`E DETAIL SCALE `.�i L N �' I' �" DE.TA L N ,_ N D �TAIL „ DETA\IO I �.� _ S 11 aDET I o �CAL MI D 1 p � (D t_5 ,x s 6 PLAN VICW Q al: i l -— _ W/ 5/8" x 8' STU$ ' Z J- w I �m 16"o. I C. 2-4N O LAP 6w 4r cc .. { �4"STIFF I EACH 2 6 O 0-}, w V 3 15 SDE 56. 6. I J � IES � � � STEEL DECK VARI /►h ; QQ� V o IU 3/16 2-12 / /� / I ` �% - __ Q CIS 4! '� bN18x35 W t6 ^ O W 11 ( W I - 5 I(o V V O Y4� �-- — —, -- 4 4 40 ION O.C. E.W. - , z I I V) = W V 3/8N END Ft N VERTICAL I I - - -- , I -4 w p r --- - SLIDE CLIP _ • 3 16 I . �o x /2 x 0 -10 i2"x I' x I'-(>I Ft, o U U ' M I p I " 1 I , w 4 - 3 " 501-T5 w/4- 3/4 � A,QTS \ CL z IENt FEED I O MIN . I 316 I N �4 � , N _ W 12 x 16 I CURVED y41' i� GAGE _ R�/ D J 6 '� WALL Ts 4x4x3/i Q I I I _ #S ,, ,RoUND OPENING BLbGK-OUi FDR WELL HOLE A,5 R.EQ`D• - - -- _ tY E LEV. M PG. w ' z DETAIL CA LE SCALE SCALE �I � 1_ N 7 DETAIL I u I a EV/1L7 scAL�E scALF o z = O � PIT S ._-_CTION +t _ DI/2 I o _ h , ETA I L_ , _ ,_ BA.5E DETAIL „ _ 1a4 I IOI I O � NOTE : 2- SETS OF 44 NOTE : 2 SETS OF 04 TIES REQUIRED IN TOP 6N TIES REQUIRED G \\`\ 51I OF COLUMNS � TOP 51 OF COLUMN .. ., t _ 0 241' 5LK. \ 5- o VERTICAL - - # 4 @ 16” o.c. E.W. PART— # I � TCf ` R E V I S I O N S FOR CITY LOSE ONLYlL \� VERT I CA,L_ � cv � CONC. 6L4C. WA_� DATE DESCRIPTION APPROVED INITIAL DATE --j l STREET ATER/SEWE • i e C•RO i DRAM � \ I 2) G LK \ TRAFFIC G \ # S TIES # S TI EB T Y P \` �-`- F. F EL. FINAL CHECK (� C/7 1 _.. �..� ' - — — - - _�_ R/w /� ; As coNST. 1 Y � 211 CLR. J � . # 3T1ES �' \�� j )L TS (ox4 x1/4 `\ \ \\\, T Y P. s!J 811 O.G. \ ' I - •�i THESE PLANS WERE PREPARED BY:-- FOR PIIIVATE USE II \ \ It i \ ' ' .� I _ �� �w�c � INITIAL DATE � / 1 11 J DRAWN ` � v p \ ( \ N \ \ moi ` @ 140, O.C. LAP c�+EacED W GL.R ! �;\ \ to � 1��} �/�� .I_ M NAME DATE n \ � , \ \ \ �\ �� Iw G MIN. LICENSE NUMBER FILE 0 x W x o'- II" FL w/2-3/4M4 A.F3oL CITY OF RANCHO CUCAMONGACf VERT I GA L I N —*— - - — 5 4 CONT• COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION INTERSEG'TI N C.� } CONC. BLK.WALL 1 PFKWMT SME WALL (S) WHERE OCCUR ' lb ``` f SHEET TITLE NOTE : 2 SETS OF 4 TIES REQUIRED TOP 511 OF COLUMN M u l fl = E IlBLK SEE PL ,,N ., � D ED - :89 793 - --------------,-_.___�, _ b ATE . TY MANAGER DATE Y Esq SCALE SCALE • r _ ° CIT S GALE �► S C A L C -- -�•• SC A�..�. APPAu�Eo SHEET OF �► . Coy . SECTION I COL . SECT N --- ---� - _-- I f10 COL. SEC ION DETAIL_ DE I OFFIaALI 2m T II i w i _ w DETAI 'L �, Ar�AovEO - 1 ' O a - { ■ sl Il =Q1MWM�is»`x"EIN I I ° I I - WE Y PLAN ER DRAWING NODATE q /j 8/l I J 6:ZD NANp1�►1t, S't� I� W tApa x I� mep .bt4T � 9' I O LIAI Jarrt t�iu,� W/ �Yt� `�4" 8" 8 t- t ' 4" 1 ' 4" t � d t '41' N _ _ El A-RI E s --. � � s ` E le,lav EALA44f YA �5 x:15 ro 86.►5 °�' M „ f w „ I I I I I I I Cv V2 PREMOL D EI) °O 181 :5-4 10!1,864 3-4 •8 y I 0 �+ � ►rihllo oN t?RAvG ./ Q _ "cD s---r --r- . s-,� s.---s s— —s r �I-- -- ly'f, S hAPS a,b ;� J0 t N'T F I L L•ERZ (TY P.) ul FO- f✓ Oft. _. w 0 cy) Ll. 2.q e L 910.15 SEAT I N c, �7 Q I - I I , , . OW ,RADE I _ > SECT. C LJ -� � a -2, p E - ADJ. 5LDU. J. i6LOG. 8' � - — — — - � 2�3 WALL t3E YO N P - - __._ � out ._.. . _. . . � —_ •�N „ . � �, I # _ ERTEN n 4 elo 3 U TI F� ��--- —t— _ aA. WAY ��`.�� ❑ I I 0=O” TUM _ - - I , _ �ILJER FAERIG W/ HYDRoDLIC.T O C ECT rl ��J E 2 `� -� -l�_ �► - -;,, m EL. 92.9 DRZAAINA4 E COM POS►T E WFzE o _o _ •�� SECT � � _ _ �' S c e,"0; tG" I u - 5G? 12 oc . • SEE SECT. �l .N I '- o '- �' 0 G N I VAR ES 4 o T 2 Co ' • TJf><TfRG-'ARS co ... i �T A1-"FZS 1(1r 121 Wi ER-F, Ar -CA5cE � -•.4 � r, V t 4" I M 2.O,. 2=0't•A p�pLTS C°i $M o.o. I �' 'TTAT[zN1 D' o a -E'(: ' ,8 5,4 2 2-D ! ICU M 8 4 " _ #SC�IIo ---_ _ �� — - - - 1��1UM o'=o`' _ _ I - 4 I�„ p.G r sa. c , 1: ; q-s3 � yTP au MEZZ. Fid 5 ( r i To. 7000 . WALL REIN F. Gol-�JMtJs Imp -0 MEzz. 0' = 0 (r I N N 3s�cb �Tn• 10. I�L1• q�!SSI r � 2r1p. "..0111 kil- 00 0 0 - l_ J O TOS G &x$•Z ' X s° o — NGF�S� 0 I I W/(2)--44 ' a +"'� �-• TMP• Aw ��} �, 16r O.G. � � r � ❑ I al :, � 0 i (14.E04 pi►J S/g1,0 5 3 STo. �Gt7 0/ 7000 '(c fo,�q-,�V� I.LJxIZ N a /,� - 4-�' i� ��►. �.orzrJ C1'fl'-) w/ TNr ST[,, rI P� �� , . , ; 3 4 CONT. 600; , VIA&. 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PARKS DIVISION n- PROJECT NA" SHEET TITLE -J APPROVED APPROVED � � : 0 DA'L'E COMMOITY SERVICES MANAGER DATE _ CTTY ENGINEER Ixx ,Xlxxxxxl i.xxx xx L2 �G �� • ... SL A b e�C T t o W �A L E � � L S V /� TOZ S U F�oe T 5��>� �m. '�© ��.� �. �G,� L� � L /''� � } �j �r � ) /� t�► • APPROVED � OF G� L] L 3 - - �V A T•L•/ V. S U j"� `��1ZT T r ,�15 ��'��'i�L DATE BUILDING of FICIAL T P T-O F _ 1 0 .� 4 • V Q C,.. V I t t✓ O r. /� \//� '�''" /� �j 11 p APPROVED �.� Ics/ V T I 'O AT- ��r 1( I�•1•To� F 1 1 V L O�••� Z -o � � 0 DRAINING No..Lr2 sL OF -DATE - p CITY PLANNER _ DATE `i / t U51: La*c.ToQ TO %Iwjfy lamarJ OF ve z.T �Ogjs. FU^7T TO � T - �N►n o� W��L �>��T Nass �'�1�1. , : : ° � _ � .. _ . � _ _ _,_._.. j� Wim, S .o 00 rod( 04e p). /Vt 140/ u4 erg SLA P,-� OR WALL KEY / ( _ x ' a MA4�( 9 Nolte 1 - s ❑ Nay' GoK� Nol,. �'' o - — I� �F.� A NO CONN. 0 F 2#5 � ' 11 KEY o'4NGLES eJON . P I r1 F s - 2co .1 2 O A1.14N Ha.Es W/ -JOW-6 MSI I ri 'd=am tai : M Ilu. I SI N"(N N �•rZ 1�i1�� � I.� �-- ,--.--, A,16 SHOWN Ndt CUT ck LOCATION WITH IZ�IIUF I ( �. -=4 _..__.. .... _ _ �, E(ZTIGA � •� IN �tATll�IG. K.6Y MASo�IR1� .lo IN's.. ' _ - - - - � GQ TO t�. �x 3/� x 1�8� � t F NEED FOR CLEAR4N - -- . .. SLAVE WITH WA S H tr RS MAY p�E ; PLAC6 13Tw. ICON M y� E. /�] .I 311 3 HU Eg- FI E Z,0 R S+10 P • .r�� V V (V I� � ` 1� . _ � fj 1 I V I T f o t 1/ I t4• 01 . r E�D VIE UI ' (D 1 L I Nc 5 1 5,5 t3n44 M 4 M,2 �°'w1'T4 (TTrI 44 r or M. pew To Z �. -- *+c Ir LZ% T I rlo L � REFER. TO 14 •54.4 c, 24 1r0 51 A s� , ; VIEW EE AM K E Y � I4 ❑ 21 LO CAT oW FO IZ C� ���-- GfJ C7 �L-. I G. gZ�'�1 I F. SGAL • SC-ALS N TE �� Y IsI© M To FAeT I QL WL, , �- L �VArION _ �a�� � cA �.� r o �' CT u o t-- -� l _ o w k'. S c _. - 3 _ O S W �' rzt� � z � o E' -40C !� .� C N J T', IGS `� �fi I 1 WALL C.�'1-t �-1 ��"j o tJ /, .�1 -o�` A L-4 � G'1 Gr 2..t t� L 1�-t � � ► $ ��_a � T � � � _ o ..� N � a� 0 i � U iI1 � Q) o > z >` CV S 4 wl,� -0 ui LJ 0 W O L z Z Q. U .— .0 ou' in uj 0- • w z L1J 0 0 • W z Lam, z_ 0 z . w U L1J U Q PART o z REVISIONS ' FOR CITY USE ONLY J DATE DESCRIPTION APPROVED INITIAL DATE STREET NATER/SEWER +'V ' ❑ GRD do DRAIN TRAFFIC FINAL CHECK w R/N .� —I AS CONST. . ,Z Q THESE PLANS WERE PREPARED BY: FOR PRIVATE USE W INITIAL DATE DRAWN 0 CHECKED �..;. � j,1,1 � U CITY OF RANCHO CUCAMONGA � cv- COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION CL ■ PROJECT NAME � I o W Q SHEET TITLE � t � � APPROVED APPROVED ' �J ,Y, a DATE COMMUNITY SERVICES MANAGER DATE CITY ENGINEER APPROVED ' DATE BUILDING OFFICIAL SHEET OF 6)v APP'OVED BISHOP GRAPHICS/ACCUPRESS • DATE CITY PLANNER 0 DRAWING No� of 153 ? DATE REOFMA NQ A55M .... � .. ,. - _ f _ • T -- M. E ,. -..--� .. - --: .. .. h, ., ., s. at . - y % s.. ...0 5 r v e � I V1, 'IF", • ! . .. , ,- / 1 __�_ , y .. ..y..ft�.x. .. ,,+".7 '.f/'�.eyM �4 ..:� \.,. n,/'ate _ ,_, •ft I �t-V-- ,, A-' Yr "r. .1 / , . ,, q . _ • , ,. ,.'i1 .,.r + 1 �' ' ..a_ + 1 . 1"►p•n.'....,,, , T"4;1• _ ._..� - I ,J ,•.a I % ` �/ _ - ' ti I� 1. I •. n. , rwa. ', _ , �:f 1. .4 r ,f d .. +/�. ,t - • . ,. , - r !�� ... I ..�� ; , a r ♦•' S :! r .71., f. "�,�.. + - f - ,J . ., r, � �, . �' , 11 i8 11 ,i' 1 % ,t. t r" die , - c s, - t . , i 1 1. . t I I. ,, I I # ,I I.,.,L,,,,r . . I I /, r :. C I ,�` 11 . , i .11 z 1y1x �, jr• r . r�'. w.. I 1 � Ne d wa �1`} } r 1 - , f / ,.• . ­� M �'` h1 A J='E R }--I E A T E R .' H ,E D U L E P L.lJ M.C3 L N G I XT L! R E 5 C E i E G -�, , .� HI . PL ,�iMgiN FIXTURE SCHEDULE [CONT �xy: '# I '' - I- . - . - I -. - _ . '. - . co c - I 1. I TYPE MF MODEL LOCATION ' AR g EcovE `ELEc R L OPER, " ITkIMI FIXTURE PIPE SIZESi. pESGRIPTION °-- ; . ITEM FIXTURE PIPE 51Z S FU DES[ (R' 'IOtJ "11*1 c il.,: TQM 'I' R DsERYED GAL INPUT uL1TPuTL�a+R QT'F KW Y PN t_gL.. REMARKS W Y CW HN W cW w v cit Hw w cw R O, i I E M r WAIL HUNG, FLU51+ VALVE M �� r AME L-�- ( ,� � I `i % WH GAS CENT R . SPORTS w INTEGRAL PUMP, .,24 CAL• sTo N k�TER CLOSET wl 2 Ill - 6 10 W/F-L0t4GATEti OPEN FROWT 5 SI NK 2 -1 f 2 9�q 9� 3 q A �•�95!! �I P.aPS pS-I I., ' ` •' 1 FI ED RAZ'PAK 1►�- 163.1 CONCOLRSE coMPL N/,-� I(, -5O 13474 L sc�• t A I © o TANK (18"A771i) 5406 CPSR.WT $ I e �� .4 R E `� 1 'Z a9 IR' PUMP ( �'13� I6HP, 11 Y, f SEAT (FOOQ CONCESS, WLow + P ,� 19 1;501 R RM' C C , C I 5 .• co t - I 501L.ER. HAS .To HAVE VE145 N -..- -- - - - -- 1 . M ►1 �� E�I.1N� ROtJ10 C3A I I WG WAmER CLpS�I" �N 2r 1�2 - 6 10 F DRINKING 2 1� 2 12� - 1 2 WALL WN MAINTENAM MAINTENA _ `'' 2 SAWS s3- { ° 2 A.o. SMITH �T aL�p6, ATT1G BL©G 5O SO,DOO N�A $I 6Ci1� N�A ^1A N�A 56.5 w (KrC•) 1, FpUN�T/�IN ` IIZZ- J .-_ __.. -- ` r_ WF{ RESTROOM �' t, �, L I AYAToRY 2� 11 2M 3�t1 � qw I 2 WALL HUNG W SELF ` . OF hRItJKING « a « �•I�1►1N� 11 16 +� ELECTR DS-ZA 20 ,1/�A N /l 20 bd' 3 208 I 3007 l CLO S I N C FAUCET AND - 11 t 4 ' . 3 8LD6 '7� .Y I 2 2 �l2 ►f 2 I 2 c d GRID DRAIN FOUNTAIN (N.G.) 1': _ . __. _ _-__ .__ _ _ 0 f` V . /� J L LAYATQRY ' 2 It/2r I 2 WALL- HUNG WfWRIST � ELECTRIC 2 � 11 I2� - 2 � `wt 11 / 2 1 1 Culp-A�D1 'E FAUCET d GRID w1AT�Pi C04L.Ehk I I i b •� (H.G•J r, DRAT(V I . t T . 3 r // E Q U I P E T SCHEDULE � _ I 11 - _ _ �_, - __ _ I.-, �, u , " . u WAIL I-{UP1G FLUSH �� t, 1 14 STAT NLt5S STEEL., WAL - - J 1, _ uR URINAL 2 I f Z I - 2 5 YAL.VE We WATER CL�ET 4 Z 1�2 - 6 10 N i.iw G, P�Ll15H VALVE, vU _ CFM ,•-' .�.11 1 t 3 EL.ONGATEp OPEN RIONT x ITEM DLSCRIPT'101.1 AREA SERVED LOCATI0IJ , RPM HP Y PH MEMAFKS - �., - ----- -- ---- - - SET AT P51 I « N ,/. AC AIR COMPRESSOR W M ENANCE OL! 5 E 37.2 � W AIR DRYER ,(AD-1) 37, 2 CFM �T 35.1= DEW ►a�iNT AF=TEsgcoOLE UR URINAL 2" II/2� - 2 5 , WO WATER cLo5ET .y" 2� II/R -- 6 10 .9 3 M AINT T lDE MAINT N Q? 18oa g g/EPARATOR FIL.7"ER. ) 2 q / O 120 6AL.RECEIVER YARD 5L6 12S 9 _- --f�G) - - _� (M.Ct� >. 1 _ , � t.x• _ -1 J � 1 t / WALL MOUNTED PANEL ►� �� �� �� 5TgINL.ESS STtEL, WALL ' .* �I SHOt+�1ER - _- IM 12 W/ TH, REE_ SHOt4 R MELDS L LAVATORY Z I�L 9 , 3/OI 1 Z HUNG COMPLETE ` W/PUSH I �3HEAD) PRESS BALArIGING ( .G,� 4UTTbu METERING FA�tcET ` .r , ^ ' VALVES �'' .. . �.G E N A : L �) 0 T E 5 - a* w W f 2r75GPM 5i'I OIN ER r , n COUNTER TYPE, W $ING -�I .. ____._ SHOWER - -- 3�4 3/4 - 4 I+I AD ,� P�E5�WRE LAV�AT41?�( 2 Ill I 2 �tYtR HANDLE a ID I / (11. s - _ _ _ - - .__,-r.._.- --._.,_.--.- ---. ___ _. _ _�._--.�.,,.�-_ ------•---- FITTh4�► 1 i '$ FORE SUBKITTING A BID THE, CONTRACTOR SHALL - - ___ _ , _ �__ y _. __...._..__, BA I-A ISI C I N G vA Y (H c.) ORAL til , ' 1 • E FIELD VERIFY THE EXACT I0. ALL EXTERIOR WATER OR GAS OFF VAL SHALL BE CONSPICUOUSLY 1WRKED -� -- - -- • ' LOCATIONS, ELEVATIONS AHO POINTS OF CONNECTION OF ALL UTILITIES SHOWN •ON i 'WATER SHUT-OFG6 aR GAS SHUT-IpFF' VALVES RESPECTABLYr' W RC2} SNOW ER HEt4C� 1t �� II .11 - - - ►�/'1"RAP PRI MER j11 1, THE DRAWINGS. CONTRACTOR SHALL REQUEST ALL CLARIFICATIONS ISSUED DURING b +� ¢-- 6 (2) PP.,E55. QALAN C)N,G -LOOR i7RAllJ 3 2 6 p U t j . BID PROCESS AND IMMED LY NOTIFY THE ARCHITECT OF MY iI. ALL CUTTING OF EXISTING PAVI�G AI�Q WALKS SHALLBE BY NACHTNE SAW '1 � 2 - . CONNFCTIo ' ::t p. Qi FANCIES. *. '- CUTTING. i I � � ---- _:__ _ _._ -- VALVES, 1 � � 1 . , .•.a, w I (D I Z. ALL MORK SHALL {OHFORM TO E. IH CASE OF CONFLICTS �IITH COQE. I=. ALL HOT WATER PIPIING SHALL SE INSULATED IH ACCORDANCE WITH TABLE Z-53E, u „ 1 - - - FD 2 1� r - �, - N ; I °' ORAMINGS, OR SPECIFICATIONS,",THE RE STRIlI ENT SHALL PltEYAIL. t - S SNOW E IR 2 6 W� ROLL I`) 9'T RAI N E I1. _ TITLE 24. •�' 3 2 �i t .� ` 5 , i 1 DRA1 N , J - d; I '� o 3. THE CONTRACTOR SHALL MAKE A4L EMENTS FOR SERVICE AND CONNECTION TO ' 2. '* NOT WATER HEATEP4 SMALL BE C TIFIED i LIS BY CALIFORNIA ENERGY r �_. _ EXISTING UTILITIES. t . ' ' k [OMISSION. __ .._ .v ----- _-_ __ r 1 • - . � � 2 f12 - - 2 - F5 - -- I - D $�, rLOOR SINK 2;I I�2 r -� R ,4,,, THE CONTRACTOR SHALL BE RESPONSIBLE 'FOR PATCHING D REPAIRING ALL PAVED �4• SERVICE WATER HEATING SYSTEMS SitAtt BE E DIPPED WITH AUTOMA?I • " - * . AREAS WHICH ,ARE EXCAVATED ANO/OR DAMAGED BY NIS OPERATIONS. .11, � Q C ,, I) I I I. L r }�, TEMPERATURE CONTROLS CAPABLE ADJUSTMENT FROM THE LOWEST ,TO TNF � + HIGHEST ACCEPTABLE TEMPERATURE ETTjHGSIFOR INE [NTEIyOED USE. SEC. Z-. - -- - 11 �. EXACT LOCATIONS' ANO MovNTING OF PLUM$ G FIXTURES SHALL BE OSTA[NED FROM 5318 (b1(1). � r �' a FLool� MollNT'ED coR1JE ,� i u FOR COVERS, SEE Z I THE ARCHITECTtlRAL DRAWINGS. • , r ' • f I . 5ERY ICS 3 2 3l4 3 4 6 A 7-f PE SERV IC 6 5 N K _ 2 -- - - . j . , Y _ 'iS W/ 1 I�2 5 0 % I . *� L 4. ALL PLUMBING SMALL BE INSTALLED 'SO AS TQ AVOID THE INTERFERENCE WITH I5: WiHEH A CIRCULATING HOT WATER SYS*4 is INSTALLED.• IT SKULL HAVE A I SINK FAUCET d GRID DIRAII�I 2 KITC.HEt�J DRYINGS � I ;1ELECT1ZtCA1 ANO MECHANICAL EQUIP1KEIfT AND TRtICTtIRAL FRAMING. • CONTROL CAPABLE OF AUTOMATICALLY .TURNING OFF THE CIRCULATING PUMPS) _ _ _ � ` WHEN HOT MATER IS NOT REQUIRED, (TIlIECLOCx.) SEC. Z-33I8(0)(Z) W u WALL NLiN6 2AI�X20� kl� _ t 51 % ). , VENTS THROUGH ROOF SHALL BE INSTALLEd, lO'-0' FRONY.;OR TERMINATED 1'-0' `� ,, 55 2 112 6 �t SERVICE 5 NK FAttl�,.ET IL H�' HpSE, 81� - -` : "I w - - 5 W/'VACUUM PSIRE,AKeR � .•. t + I4• : SHOWER HEADS, LAVATORY FAUCETS AND SINK (HOT INCLUDING SERVICE S[NK) , Q. - ASOVZ ANY FRESH AIR INTAKES. GRID GRAIN ,, % !:V ` FAUCETS SHALL !HEFT THE FLOW RE UIR s - - A , . •. , . Q OUTLINED IN THE APPLIANCE _ - . w, THE CONTRACTOR SHALL COORDINATE THE LOCAL ION OF ALS '[FILING ACCESS ► . EFFICIENCY STAMARDS. , SEC. Z-5314 � - -�w „ - SS S -EE W r " 51AINL.E L / • - - PANELS WITH THE 14ACHITELTURAL REFLECTED CEILING PW AND THE ELECTRICAL • • I 6 « r u - �•' , LIGHTING LAYOUT. ' ' -� UR NA SINK 2 112 3 g 'WRIST BLADES t, CNt DF PRINKING 2 1�2 112 I 2 STAINLESS 5T1 • L- 1 , , L FLUSH ROES SHALL BE HAND OPER1iTED, ANO SHALL BE MOUNTED NO I FAWCF-T 4' GR I D IORALN 3 WALL. HLJ N6 , I MORE THAN 44 IH SES ABOVE•THE FLOOR HANu I CAPPED UR NAI. ONLY '' � � _ Fou�1TAIN � �`. ,. � 9• CO�C�ONST01f �RL�ON�RD�� LOCATION OFMELC�IS AND CONDENSATE DRAIN � ' • _ � _ �.,' . )- _ 1 t 1 d I UNITS.. wz CAL CONTRACTOR PRIOR r • - i8, SLOPE OF DRAINAGE HA'S TO b-f-i 4" PER - FO-OT t�I�tt �S - sT`AIN�E55 11 -.�; w 1 . STEEL SINGLE N " STAINLESS STEEL. INAL.I. TO IMSTAhLAT1011' - ���`, - _... _ ___-_ - • -,fir,._ - _r__.___- ��- . NOTICED OTHERWISE, 5 2" I�2 3 COMPARTMENT; W/ LEYI=R UFZINAL 2 1/2 I 2 5 HUNG, FLUSM YAL_VE. � ` . ._._....�__�....�,._.._ _.. _ _ •._ -_ ..� � 2 FA U GE'T � GCti D n F'tA I N � I • i�ULIOQ�{ Vm� r M « bC o L « 51NGLE CO PARTM ENT W/ �, t LI P-e G7VI o 12 3 3/4 I FAWrT K. GI T� , I I 5UPPO RrING FRAME � W1-17,7- - Q - _ -- _ -`� 5't'� �' I 8$?.�' ` SER Y'1 CE 5tH K FAUCET � - t _ f . i > _ vowo _ _ SEDIMENT UCK T - • , _ .T _ _ _ _ _ _. I �YY* A. T1 ML CLOCK , " - E _ - - _ - . , , ; _ . . ` A AR A N cZc r;A 4'LJA, 'STA--r :I 10. FAIN w14 E -1*4 P>� - • J , a�pl - I ., MAX.M trT , w �. O T 7EMPERArtURE. ._ - ____-� ' Or �+�P••��••.-��z����}rA►Jh�- Fi>E t�IPRt-ir 1. * . , //,',L L M_ - GREASE M A� I C IM 2 ccxhpARTMEI�'T' wf 5AMP1- 4- Q� , e `G v�E PT�v ..;r .,I '--�-�+�� -y r-- E N D LN T E R E PTQi� , ec��c, 7�0 6A�.. N ot..Dl NI,G ,� ;ii , k CYa(P) . _ , r N � �.v. PLUte, (Tf Kmo- - I < . ,. p. c � ! -- 1 q I � . � � Q _ - _ _ 'I I . ... _ _ �. y _. � OAPAC TY '` U I . ^I `-, �--A R M PPE�Ep AIR - - a Som SAND 4 OIL N - 6754AL. 5TA'rIC N( U31ING -,, X '. 1 4 -:. i�'"' - - f . S OR W 9D[ OR ; I INTEI�CEhTOR 4 2 , ! 6 [ANUG I TY L1J < , ± n ILJZE(z�IAL i G ��- ` - L WASTE A80VE FLOOR a _ I VCIO ' M r. ;. 1. P - M,W. _.:._. _._.1. s OR w Soil OR HASTE BELOW FLOOR - - N r I Z W , M - _ tit ' . __11OP� rA,}.I �: V SANITARY VENT Fl..0oF3 aRA<� 3 T - � - 1 6 , - ? 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N - ' ' � &,v lo- G DRIP l�G $ J LU AT . �,IJ P�oU�-, Gof'Pi�t�1 ' Pu• IrJrt41NIol� �-�tJ )W4$MS '' I " -------- 12 - o -i� INDIRECT MAIN ' 1 � I oG = k ti ! h ; ,' + �' ,, , tS ��•T•-t- W�g ('I PI Nom, p t If,I _ _ • '��N. NATURAL GAS ( OW SSUR ) .FOR 5E 15 M I C TEG 10 , _ 1, IN t 1 G L PRE E -- I 1 4r __ �FiO T _ s1. &J. . t • SEE 3 '` FCO/[ I FGR OE CLEANOUT/CLEANOUT 10I : i It I - . „ _ ? _. T NCO WILL CLEANOUT` a _ Y . . w . _.,.,,._.-. - .. ._,__--_,-,____-- . . ..-._-_.v,_._..._.__.____ - __. . ._.-_._____ ,_„_--._.,.,_.. ___ -._,..--_._. --__ -_,-. .__,_ _-_.�_,-__- ----- -_ _ __.__,,,---_-.------- ,______,_, _._ - -w■�-•� .1 ------.---- _�. _ _ � � '1 1------ �U �, UNION V W ;- I TER HEATER DETAIL . ___ co � DENSATE DRAIN D TAIL■ 5CA L E SCALE r ` ' r i -�- - • GV/SOV j fJItE VALVE/SHUT OFF VALVE _ _-______.-._...__ ._.._ .._ _..---.___ _-- _ -- _ -- - -- _ __ _ONE -- -___..-__ N8 ROSE IB8 �, �, T, ., ,.. _ • _�-;__ -. J _ NONE ?40 B 3 �" .. _ . y_. _ ., 1" ,- �Fo1•D 4ilAT� _ .- T YJ•,��, _ - ' ._ - , ; _,, _ �,. . - GV tKEtx VALVE _"_...,� f, a IIJLET A Eft ET ♦� • ,.,. • NoT W T o11t1 (Ib F MAXI GNI&ev. vAt. - 14OLo I11ATag INLeT � .. I A, � r '6C � GAS .000x - , _,1 _._ J . q f 1�.T.K CTYp LLAT oUtt , . q. ❑ 4{dt Et _ CHEc!< u^lit . I _ , i � . I I . PART=mA M� y +built-o1rP vALvN.(T _ (114'F NAx� r CTYa) • ,- 8V BAUINCIHG VALVE t 'LA - YP) 1 • �r- --SD - -- $D STORM DRAIN �t o filEpHoM�TeK -�"� , ` . I aMoM T�cK `TYp, � r • ;r, ' -oF ------ 6F - DYER FLOW I W +41- 4 . 0 UNI op (TYF'� • - ` • • , _ - A8 ABOVE fT FLUE THROUGH ROOF ; I > . a J r R E V I S' I O N S FOR CITY USE ONLY I f C AIR CONDITIONINGI. DATE DESCRIPTION PPROVED "TIAL DATE � i t 1 '. - -1 A vALva. . ", UNIop (wor) _ '`��_! �L' 1 AP ACCESS ?ANEL I' dPM�. 1 GALLONS PER FU % FIXTURE S I 11 Ii'; STREET •-•I Q tl P P wF _ a t [of ------` 3 '�,• . A r--- -y A VALViL I @ AT K N.C. HAND I CAPPED ATE isEw Q • 11 t 'f BEL. BELOW HDR. 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Z L11A FiP1AL CHECK cf) N, C3OX �EY EL I AS Caodvi- w I ail' THESE PLANS WERE PREPARED BY: FOR PINVATE USE N • 04TIAL DATE V DRAW% • ! _ y n - � 1 .,Y / NAME - BATE • LICENSE F!liJMKiER FILE2 _ CITY OF RANCHO C C 0 � S _ COMMUNITY SERVICES DEPARTMENT P ARKS DiVIS N Z • • QCT MAYE Y1 �_ NOTL S:E!&T Til'i3.E F V • - �u l>,d I N a� �i�'M M L TIZ IGJ1t► • - � A"Wwp 61.N.O. ' s Dr►TEcj. , A „mc. DATA G - QTY ENGNEEN N E� �. - CITY � " ••,• '. 'tiup . ..o n. ,.,+:r.,ak.a,.a.mwa..W+s+...cederexYWaYierm.,reuNollr _—'. , . , EAST FILE CORP. ;AVjNf CA f+n'w _. jL] a 1 10 I • 1 I ' s - • j _ t • a ' t i 1 r1 Q M G) ' CSS - • i � . i - 4DN. t 'F i - F 4 - I t DN ?� D rn 00 A 30 � -n _ , < m m Z Z vn N c m = io v � 1 . 3 Wo --� Z IL +o• FM DAVI w A.►. J iV LEFT I A4PGr4r4 � a IsLO mIR n SPORTS C •OMPLEX tA w oro CITY OF RANCHO CUCAMONGA , CALWORNIA � �+coaw ow+rr '• � • tri . GRILLAS PIRC • ROSIER • ALVES o PLANNERS • ARCHITECTS • ENGINEERS . 4940 irvne boulevard • s e 204 ir\nne, califomia 92720 telephone 714) 730 _ 9730 r . ` O V 1. a� • Q rt L.A tt.t... 0 QD v + �,a► L N M J N i JK N awl— cc Lu X �\ WNW or .._._. , war•��w� -,,,. ..� V ❑ Lu Lu el / S Z ✓__,_ cn w ,_,•..f _ --- CL z M.6- /1 �-' -,r1.1,. t� •O } 3 W 2 9 • V L, �:R BE et"W DN , Lij 6115D op WP DN. 6 __�� C I3 6"50 4110F - U P. Dhl PARTA cr)R E V I S 10 N S FOR CITY USE ONLY 2 W, I/2 tV 2 I W A— FROol M DATE DESCRIPTNONi PPROVEO MITu�L DATE I/2 CW MEC H R CIN TO BEL L , STREET SEWEF FL R . cm & DRAM Z TRAFFIC w 1 FINAL_CHECK 4 00 / R/W • • AS CONST. M' V• THESE PLANS WERE PREPARED BY: FOR PRIVATE USE Z • MTW& DATE DRAWN S E` tl CHUXED ^ ' H ( LICENSE NUMBER FILE k Y CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT PARKS DIVISION - _ PRO.ECT IIAAE ' Nu ry ' NOT e • b N i t.of N!.I Mti'M M CT M-i(.I►t. TiHEET TiTU x* Ham. &kl 'Aim n HCti>MANAGERf�AT '� • caw 1' " SET u SCALE y l A N P T A N b p 12- E 5 5 b O 1C �� A y �" v � DATE � �. .._ .' d� � �p M t Civ �.A� EAST FILE CORP. !RVINE CA EPN 30 &MDVJ L_ t ICRT"l— L 6 3 /' r _. II` r ! 7 •f G1 , I ft 1 1 'v r V Q - � ^^AL GN Q a _ L L. Q c V' I r I p p ! w D } I Q i cn . c 11 > f ('n I n too Z ° M � � vn D0 20 �— m X � Wo � -� En C)mm 0 CP _ + M0. Kfl1R�D 1'OR OiAf[ �Y A►I. PI(A +T PIE� n d9grANDSTANO SPORTS COMPLEX V . � {Z�co�D �Awlt�1 2 i � 5 ' t .. CITY OF RANCHO CUCA' MONGA , CALIFORNIA • ore. immm Tmmmffo • �I GRILLAS • PIRC • ROSIER • ALVES o PLANNERS • ARCHITECTS • ENGINEERS o 4940 irvine boulevard • suite 204 o irvnne, califomia 92720 o telephone (714) 730 - 9730 OPO P5 Q R R. 35D 350 t � SAD (3500 I I� now I� O. o 3�5D pal TO 1 c j 3 SP DN T '1 _.._.._.... _ - �1 BEL_. FLR � BEL, FLFR Q ! 11 U KL l� M.L. 86 1 _ v + i 55D (5-ro i 35D (3 70 131 � ` 0 CN N S� T � a P G? R S \ U PS O � � U f= NTHOUSe ROOF P LA a E c Q Ila 1 O ! 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ALL STORM DRAIN OVERFLOW PIPING \� ; I i ATER/SEWE SNOW N ON THIS DRAkI NG 15 BELOW \.mow ! 1 TRA FDRANl1 � Lv TAAFfIC LL ROO Fr ' FINAL CHECK R/W �3 AS CONST. �"' O N U THESE PLANS WERE PREPARED 8Y: FOR PRWATE U5E )AA�IL HTIAL DATE OL U DRAWN CHECKED i NAME DATE LICENSE NUMBER FILE • CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION p PROSECT NAM X —� ; :z7- SHEET Tnu lU _Bu►Lt71NG SYMMF.'TKZICAL � � C , • ARouNp � u,r.�,o. A � Ams � • ,1 ,�. Nam-'1a3 A DATE�,�� r'RAT MANAGER DATE r CITY ENGINEER APPROVED _ • �Ga�C DATE OF • •q OFFICIAL -r SET .? A E O O fs A N b p N T H o u E I� 1. A N N T H o u s t� o o I ' APPROVE 1 �r ?� +G N T I2 R i DATE CITU PLANNER ORAMIMG 110. �� 1t , nc ` CW DN IQ DRO 20 a i i1 I N ,f N 55 311W' _I�v ✓ 3 w v E cW C�OTI� OR (N �,c. �: 1 Z , , N - 7-02'2 Tri• 2) GN ; PLLN�&ER N --- -----1 0 (TYP 5) I; 211 3l C� j I ,\ ' i I �J cy') 44r- co -` - ! CL© THIj WA5HER N.IG --- _ ii PL.UI�BER TO k ,f.�C. - 1 FS I ' O ! 4J!ipl2 GONr. 1L. 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DATE DESCRIPTION "UAL. owE o z� / / � Y C/ �/ 1/ S t LLJ / / ,a// 3' 2 4� INFRARED 4G W��,c. � / TUAF"CMAW CNN= o Q ; NEATER To H ATER _ �lo'coo 13TIlH TY P q) �✓ I,I211 ss �X��i� FOR c oNT SEE R/W TYP, 4) C / ! 2 " PIPS clVll� DWG' ASCCOM z C i > 2 CW ON 5 wz � w ,yam THESE PLANS WEiE D /r: sat�w�loElleE ^J C!J 'T Lr Q rw-`�� PIE-ACT Q 0 11 ( li 5�,q� I rOR CONT S G.� C�14+��I�.14 �►`�''��� L*-io&. . J� ry vMt 5 p51 cp Tn 8 WG IY up i , N CIVIL. DWGs f _ 314/1 12 �1& ! I��� ��Lj e5t,4 I 1 ,W NAME � � a Q IW T. rnL - � 3 — vN get L• I P / '�c' al�t�'1n -t'i'► h► N,a.`/I�l�j r� CC m U T P J Li P,07 PIS�►J v �. A� • ~- CITY OF RANCH 12 PPS O CUCAMONGA Q — FD � TR LIGHT � � � r L' CL g Ii i'�2 A DN 3 P014 t R H os E 2 3 (�10 �15u 1 I W � PIG;�• ..r-� DEPAM � Q PARCS DIVKXX4 �'�" CrJ I°i51 GTS is (TY P 2 j REEL T Y P 2) A -'I�.ja L.. �`r l N'cv'�'A.LL. �ovECT wE w I " (� • Q� `v L 1/2 A DN (TYP, 9) , >z11F.ET 1RLE W Q w FOR CONT I,�" 5EE 20 SEE- © Wzu I P5.1 ` EQ ' Al a DATTE# T DATE i CRY S , APPROVED DATE q.a . APPWNEd a DATE PITYMQ .o► '" LL 2. - I`'f y A f2 A �A i T mL� ' &SF10P GRA t� ACQIMIEYS V _ 'O A, ( — / IIiIOADER NO.AM6711 { /4 / [ 1/ DATE i r - , ,. -• i. -._a_. ` ..rk. .' �•._.......,a. .ot.+ S: ate- "La artidi .-... .:. -_ .- .._ . ._....._.. ..... .._• .-L....•.i�._ _. 2_ .__...1 _-. ._ .LLQ..,. _. .-.._-- ._ •� .,. _.�.. a.. 1 _ - sSaa.-.r.•e_+iC`5:�.. ._ .._irSZ.._�. _ _. -____._ _ar.. *1a_ ":•r.c...t+7i._..:_._.Y.I -"'+a: "5.: .a.._rci...L. " . .k r fi_=a- _. dT . hi:rrr .. -. n..i* Elr•.' 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IH ,v.' 1 _ 20 HAND SINK 2 1'/ " D/4 t �. 4 I 3/�1 Hw ,DN qM� 1 "� - BEL , 1 J _ - _ _ N I _--' 1 __ _ vl� 1 f -- '1 - -1 '�` 1 22 TABLE /SI _ ❑ Gkl DI.I O r { - � - - 2 I ------ H _ w NK ,W, 3r/9„ J'• 3/4F 5 N%^✓v ?_ "i•� W 11 I — _ r. _• — I `M I L :kA _w UP To _ M G�N�1 I\\Q�J 4 VTR - - - - - - - 1 ITEM 8 f TP� i� I II2 i !� 21 PREPARATION SINK — F - �j 117M t -+ -J- TP s # FD 1 2 -/ I I,hl. 3/� 3lq .S. ,_ O AUTO i I " I - wc�o Wo ; li_ �' _ s _ - - ' w U ET '�•I'A�II� - -- - -- _ _ POT SINK ASSEMBLYgw 2 �A G 5 J NICD 2 )_ FOR 'CONT -' -- I - - _ . _ . I . ' ® �_ - 1 I (Typ) `- 5 FL R L _'_ �� U p`R FLOOR TROUGH 6 GRATING I NG cl J _ 5FE - - - ..�, 2 C-hI .I 2FtW 3/q HAIR 1 i' --- ---- -- ! W 2 V 34 ICE MACHINE ASSEMBLY I,W 1�2 — FS. �4 o N a►L �- TO D f� DE'l., I=LR. 1�1 VJ�OT �1P Ta Y" �' tib. �� t W - ..,� 21 '2 � N }-�l�,tb�1'iF�,. FC r!, I i� " I' ..t % SINK ASSEMBLY 3 " 3 5. � z ! i �'/�- GI�J bN To I5�W I Ir -"* 1 , 2 35 I W I' �4 �4 - t I I d P� N vo+J 3 — { L — — r — -- —1 MLA W h�D.v � � _ .. ' / ` , M a ° I - - -- - hG�id� MA�09 i.- P� t l �CL?I� - �/ o 37 HAND SINK 2 I j 5 3 HOT CHOCOLATE DISPENSER " _ — F 1 I, W 12 5 ' D FAIR CO►�IT. '- 5�} COFFEE MAKER 1/2 ` 4" FOR CONT. SEE T- I � P �� ' I 1 ❑ `TYP) 5EE I 3 4 T FS t L �I f - ' ��') !', ov BEVERAGE' DISPENSING SYSTEM - 3/41 — p3,I ITE►{ 2.7 2 I 20 - LSI W 7m -}- 6 3 � - - �. II I n I WITH �x G I �s�f� T z G! r51) GAPS '-O PRVS-6. 12 1 JLP•r0�• ® B L! a - r 65 BEER DISPENSING SYSTEM - 12" 0 ROM y 1 o 611 W G 47'x+ � 5b 171. I cv t (D . l'iw up ® ! q0 SILK AS5EM4L.Y 2� I/2 s��l. < s14y <. NOTE: -� �' _ �. } FOOD CONCE5510H 176 Is P) __ �� Ozal r, MIRROR INIh6E OF 1014 l © ..,,._ > � n GGANet o�I !z h� s �6� HOT �o CvdNT� I — — N otmf Mr, -E ;..�� �� ► , I �q � .��-->� . �I r _ , � ,�� -�A\i k� ,4 �- S-TATIC)f J I �9 PLD - K, q — {—C� w Z Q 4f z Cie O 40 x ❑ 2 CN DN.� 2 S,aV. IN FOR CONT SEE t. �- 2CW DN - `L, Q I '2 p Y.6. CIYI L DWG'S J Z �' • HP, N � � _. ss NIH 4 c � z { �2 FOR 1# I �5) sEE Q — CONT SCE I ---�.. 3" SoV. IM Y.B. /�,� �^` 1\ �` L. PI.I U U 0 3" GW pN -ro PCL. 2 1+�1, I� 2 Y? 3 q H CW t Y B/4 c0 to U LZ , FLRI w/3`� CW BRANCH , _Y GN To np1 ~ O -- -- - _ _ CA = 1 � U a- Z w r If T— -- l 3 HW DISI -- -� f.•4 , 2 ` '� ' _ =om oc = T- 1 3 4. 2 y U P �. y ,'� FD I .;► u ;• ." ' 1 ZA Fp O 1 r-- W I N DO>'.I y _ j G _ - 4 2 E �� I UR > • 2" 2"r.P I� A.I? cn Ki7 z 1/4 U 4 -� ` " Z I/" h�)i H� _ 3�4 CW DN �..; �, � '1 V/ , �,/'r I f s I TO BEL.FLR I r 1 2 - --� -`` . = FC - Q Mir 12 ----�- `� - 2 LrX'A.T to ® # I lit. I ----. '.- L 3 4' „ I it • • w - 3 CW FOR ; I p I -y,/ _ 4r ,� ❑ FOOD CONC E5, ' 3 2'2 I "' _ON L'f __1*4 I S I O N S FOR CITY LOSE ONLY DATE DESCRIPTION APPROVED INITIAL DATE j STREET + r WATER/SEW , CARD a DRAM C_ 2 '� FOR CONT. 5EE _ n TRAFM In In, � { FINAL CHECK CW UP�61tT1' CTYP) �`� CIVIL DWG'S _ R/W Q 6 c `� LJ 4ti/SI-L c •i-I2 WrTF� AS CONST. J L THESE PLANS WERE PREPARED BY: FOR PRIVATE usE INITIAL DATE -_. _... ... .. DRAWN f� CHECKED NAME DATE C , F©R CONT. 5EE P -FoR Wt4T 5EE P3 LICENSE NUMBER FILE a ; I \ w CITY OF RANCHO CUCAMONGA OTE Voo l COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 1,,I `I FOOD CONCESSION 135 IS PRo�ECT MIRROR IMAGE OF 126 QVT P t' UNLESS OTHERWISE NOTICED ` SHUT TITLE z . '' w ,o� No. MANAGER DATE CITY ENGINEER r .y APPROVED 1 :.l�i�•� ATE SHEET -- .••=— � i i FOOD CONCESSION ! 26 PLA � _ -� '� R E S T R o o M B �- D G � I P � S� D � 273 N A EL �-_� ` I - -� 1)41411� 0► AP*iav ' — DA PLANNER "°' DATE r' A, 1. r 7! •° .. .. - _ - . ! .i. . s 1 ^h... gin... � .. . -. ., ir�i _ tw L'f • O L IT TO Be LOCATED AT OFFICF- 1107 ' f1Ll. • ' co ' C.Et1T�R ® , ccm co IT 7 ..•. • • _. — - _ ••• ••••• - --- , ;�11'IOUIT 6 I O �p�Jrf r LpMt2UIT ly caHalrr a I,ot��IIc 1✓iM 115 Ei-•I F5/ Mov�I. G- I ' Q. • � ' . I Np''��I►�(-� �}o M � IB ��. 1075 � � - ?0 i LrpA 4 4 9*I144% .. • pwalo • • w/LEI G{ � I 0 N • 3 I� la 0 T7W I v.I L eVrL, o gyp•-a�Ft,•o� ' �./•+ '•-•� AI:TesTlcrr - S D�'I� �` -- _._ _ O • Sala121•� WALLI TN•1 K - , • T�K Lev&Ls �'-0% W/ N c N O • O N t�or E_; UO Lt:AhEt�71 AND PIE42;VL V-UF— L 5Yd5TW F-" LANc6 1EEP- Me4 QTS r 51 .E , p 61-31 f 64 4 A1-4 CD F y, S v' O > Cr TYPICAL I N5TALL•ATION ' OF DOuBL.E WALL FUEL TANK DOUBLE WALL o�E Y1GaLEII II O P I PI WG FUEL_ DISPC F- k. SR, AND COI ITROLS N I n I o Z Q Z 0 or •L 1 du 0 04 oc J . \ V ❑ X Lv • • • • •,�' ' \ L IL Z U • . � W • h'___ _ CEILINC1 V V ST F-IANN ___=____--_ ;► CEILING. •J LIJ V � W z _ ❑ aD C . ,4112 MYETZ WEATHLQ COVER W4TEQ HOC�C.REEFOf� STRUCT. . LIJ 5 U P p�R T s C E = R E V I S I O N S FOR CITY USE ONLY PA LZT ICU'-ATE F - 40 6— AIR MAIM Izo./. It0 INITIAL DATE -I S F1LTE2 5.0•V STRUCT DWG'S DATE DESCRIPTION APPROVED RIGHT SIMEAM 41h1e do1.TP-GE 1.11rvN� „� STREET SUPPORT NOZZLE /� \ CARD & DRAM Y. G � /-UNION . , �J ITc-0 TRA FM �� L�U WALL OR COLUMN IN S �ED FINAL CfpC SAG SHUTOFF VALVE ! � _ s coNST. �• � A 1 Q C(k'I P OR. CtF�C.�R. GATE Y. - PLANS WERE PREPARED 0Y: FOR PRIVATE USE PRESSURE REGULATOR 7-D/►Y TIH� Gtroc.�Fc �,�/, �1�I(. THESE � • •t_ I 12 j • YII i I h¢EAKIttL w'UPr�JFrNPI�SN-•�Er7 !Ptw rnLd�Hrfnbu,w.a=,� AU pS�P'r FLEXIBLE LEXIBLE /H05E PP� W/VAC• oawwN INInAL DATE .toD-INPIT, +� 11T 0 - o -I — CHE :KED Q t2 tfrJ NAME DATE �- ' II LICENSE NUIMEER FLE • FLEX C�orPub• �A[iTO. DRAIN •. Y I B. 150 LRTO QS ��. QUICK CONNECT S E.E DET T ' 4 -PLCS. NOSE COUPLING FOR �iSE. S 5. C!� . I I i c,w HOSE -b CITY OF RANCHO CUCAMONGA W Q FILTER ( _ _ (50 FT �-ONG) _ COMMUNITY SERVICES DEPARTMENT PARKS DIVISION 0 J • �► DRIP LEG 10" LONG r � ' ' � PRO�CT MAYE o — DRAIN fIMISNED f100R -•• W V It/2M / (� SI'EET T� COwrPRE55oR r3E TO COrr PLF-TF- \V/m<.�AR ER; v .1�l,J ANK.pA11y Al COOLED A E COCl � ,oe No. a9-19115 DATF�j r/7 MANAGER DATE 97, CITY ENCMEER - - _ _ APPROVEDSHEET �. SCALE- SGA LE AjkA5H — SCALE / ,GALL / I SCALE I DATE .7 ! - AIR CM , R550R PIPING r AIR DROP DETAIL R ACKHOSE REEL_ C I RLI.- 1LAT I NG PUMP WATER 4- POWER/ LIGHT °F�`• 273 HONE 1 Vii I R IyG DIAGRAM N�)N L I--I O 5 t R E F- L_5 N C ISI C �� APPROVED pRA1Mfa N°-�' DATE N ODE NOr4 DATE PLANTER B-S••JP of APM(.S A!-(,UPNESS "CORDER /r) A16S 76 M • t i - .. , N • o0 • R 0 _ 6 X El CYD It ��' '.►'' IL IL l - C o O r----- ♦ i 1 • I ice. C�7 • i of El 01 0 • --- N , 01 1 0 �W 1 i - _ > 1 j Z 1 / mn11ju ' t PON O o 5TA•D IU B _. .PL, RKWA Y- ._ _ � _ �.-3�-�t . . -0 r . ► —��� ` c�i i `tet + ' --- --- --•—. 4 "" _. T 1 - _- - > t ! tr • 1 aU � ! • 1 ' i SAN BERNARDINO COUNTY Q k unlawful to make AHEALTH any changes or shore � C" tions of dwso plans without tri approval os ' 1 ` . L-.-s,��_ - • the DENS. The approval of this plan and � ✓ �-.. •�., � -•.+'»• `^; .: • ' � _'': �, �`• _' =•` � •'• �_ specifications SHALL NOT be construed to w 1 1 .• 1.. .,• 16 . . �. ti• .!: _ A. Permit the violation of any law. a at. - Z 1 i , i ,, _ » •` •"`• • . •., ` • .! . _ .• .:` .. _ ' Md list Of Health DeP ^t Con LLJ It • 111 `� •Y y � , • �S • , / • LLJ PLANS APPROVED i j •` i ` �:..• ��:� j- �;;:::,.-. ;,a.:...-.! �. �- S R TED - z .. r: 1. t. . _-, •• .i•�,. ��i •+. '•i _ �• a _ _ ; •--- .. al -PR 0 J E C T• ; LOCATI ON-� �' = '`.= ':: - • • s� auro ttm► LLJ 01 1 ` _..a. .�_ — —_ ! • . 1. • . •f•. '...�•�i•1 .:• 't: • _�L•�•.- ♦ ♦ vim• : . (—n =T ARROW it g Mal ` 1I ; • • .•' i••.'' ':ti:•••k=•.• �• •• ��t'••i!! *!• !"•+ ,i��•-� / � . _ _ • RECO 0 •• ,• . - : - RD PRINT (� • . Vii' s '►'- :Sr►�: y`, �r :.*. ..S " .,,C• yv T. •.. - Q(,t T �• •-,.. F �', . — _ _ ._w.._ .. - —__ _ ---_ y «. _ . _— - .-_ _ .— ` _ • • i .. •; •••. : '♦ Ni •' - ►. .'•• r•V�� 1 ��d .Y'•.� • .► . �. •• , •••- C IJ fir 1 l -fiV L1j1VF`JL /- •_ • _ •• -----•--t -----•- -- — - _ _ G •' .. . r1 - 3 .�,:� .. _ ti •.A,. ELI� -JaKIM0 MEKAS th� + • t 1045,KIRKWALLCW � + • � ' ._._ .. - r ~ � o�/ /}� , • -•• • • '' , .►•':••.i•, ► � ,y ♦,•• : •;•ter`�•• •� :,i•J'• •..i,•t~• = •+•i ._ . ' • • „ �QN�/• 91 ` - :- w :.�: •j Wit' �r:s ._. . PART—A .• ,• REVISIONS FOR CITY USE ONLY `1 • • ~• ,iY;t^: .�:. �'�• �• �G ...,��i; - •• . ` .- DATE DESCRIPTION APPROVED �• � '• *�.•;,' J • J'4#% .J.'� �.� ,..••,�.• ,•. _• _ ».. •- • , STREET INITIAL DATE •.•K w. �: i'r!••;• l . .. •'ter' •. '.•. �• •• • NATER/SEWER s*., - °• CRD do DRAIN TRAFFIC � W FINAR��HECK J AS CONST. W ■ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE -- � W INITIAL DATE � DRAWN O CHECKED p � U CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION p ■ PROJECT NAME Q c C� SHEET TITLE _l APPROVED APPROVED DATE COMMUNITY SERVICES MANAGER DATE CITY ENGINEER r APPROVED ' • DATE BUILDING OFFICIAL SHEET OF UF f KX 273 _ API-DATROVED CITY PLANNER 0 DRAWING No. t OF _ DATE A /� WW GRAPHICS/ACCUPRESS "`• REORDER NO.155285 -O O` N 00 • I O c� x El —...._. ' a Z _ PROPS ' RY`t ViE5E_ PvMP ' � • ------ –_ .. .. . _ _ . . .. _ _ ._._. : _.._ — - -. - PSP • � �_ •.----- ----— _ "`_"' 01 36 1.5c Cd.i ' F�n fC51"IGI G � - • oot4 LAA c :�c ,6RlS d#At"f , .r. .b si�c� ,. :.'. ��► zrtr01'79IF�1R1-LN WS&.,jbF " 'Li1obc :& cO y� G��c ' V•A'1+ `'°"r!.'r" , S 0� j !ToWF Er�E�vEKc.�c r O� -,I�••- .• '� s Ru- �IIVLY /�PPAIVE.� Cb�►!'Ti�1� � Wi�ftliC.. f� .' • ♦t . \'• • ` . • -ti 1, •, • . — 1 / — IL IL 0 0 dop #01 CN -low 0- t y ' •.. � �c ti'~ • l LY r `c'•. p ❑ � see �• yOr �° _ ��. lo • ,� •y O W ' . 51 ICE - U f 5 Et w / t i ,.� MTS! E N T jq cr) ' VPI MAL '�'O t a .. Ar crVkX 411* 17 •• • LLJ V •i_ ••, r Ae ry Lj Nim �. ..• ••. '••f ..y�� :•, LU i' 1 l , •• , r Z LLJ 15Z dp 01 CIO :: PART—A o z • r'' REVISIONS FOR CITY USE ONLY J i •• ••• t. DATE DESCRIPTION APPROVED INITIAL DATE STREET ••' - WATER/SEWER ❑ ' - CRD & DRAIN .. � -, ' .; • ,`�« TRAFFIC �ACKEAtK� _ Lij IC45 Kt�?':'�':�,L�. ROTO' '••- FINAL CHECK ' R/W _J AZUSA;Gt)F'-�?H!A "M % AS CONST. W r- V Q _ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE _• - INITIAL DATE C� AS 6-'1It.T•HO C:W14C.ES DRAWN O • � ' 9!�+�s •�:-�A.'�tCfS �S l4OTFD CHECKED '�' �i CITY 0TRANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION D •..", 1 PROJECT NAME ci SHEET TITLE J (CIv APPROVED APPROVED 't° v JOs NO.SG,-7q DATE COMMUNITY SERVICES MANAGER DATE 9 CITY ENGINEER APPROVED DATE BUILDING OFFICIAL SHEET OF 27 a .' APPROVED ,�Q DATE CITY PLANNER 0 DRAWING No. �OR DATE&SHOP GRAPHICSIACCUPRESS 14sD11DER"a A/�M6 e V 0- CN 00 0 cy-) • ' - • • '' • ' '•••• ' ` • • ISR•• - - • ••wt - }• •�' • X ImDEM ATAX. Fm t>tt•EADED a D13ISIL snlrs.: ., • - -• O I. 24grALL twe rM TAM, SIZE AS I1taICATt'iI a MAlfIIM. set TAM SCREUXIS rm DL.�sICNIS or• vARIaxs 3=. = . . SAM ME $ Q.L. AND r.D. 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C1 APQ'ME71I® ❑ ♦ � 1, Mme. :: I•`• _ Z ♦. ''. s 0 8 4 ALU?tINUFt DROP TU 86 11. DSPALL 420 PWIM 3" RIM; M�1ZJr71r.TL�ID U XMIS OI�UAL.SPACK CN woo • . . (� ... o ' 0, 13• IIID'TJ1t.L LIPID DEi" !1 FM ALL 'rte'• • t ' 14. IriSTJ1l t. rim Lrim GWM-PI106E. -�- 15. SAW MATMIAL =ALL W OURRtJlTM W=, •Sx= 3flAL•L U 0 1 to t tM TAM TYRBI>li PtMlf U lk• PAX. DIARCM AND 6' Mas. D!M- :•�` •-:. T;:; ; _ -. 1�� • _ ti:a•��.'1=: .: .tom' . . W 1 16. TAM vCL:ACZ PI]R'iCiCII�1G CAKJI TO WI'LD1lia. •�:;. + . . � o 17. TAM Mli01'R�M PAD 0 l21MMC l I 18. CZYJ1i,M rnL, 12' KMTM�I ALL AKM TAliX.: ;' • .•:'..�:.• '. .�`- ❑ 1 19. rtAO+t' v'!>P! rAiv! OORACA"R ASSa�.? (t11Y 42aCZ Ci �1. CMIIt P�CRt Dai. VAPOR R=t= r nrs. COIR xrnt N".ruxt VALVM>r._ sus ter:" - 0 ' N • 20. WITALL 3'zk• a1LVAaMIZM 9'i'E!Z snuwS: REM W N LLQ Dail AMIttANlt�Tt CAt . SIlFLZ MI-2 rtx Rp�JntMD) i Cir SUM AM $PAC=. APPLY � RUM COW 10 3= 00 +_ • S IDES Q tt1L S13tAP Irl '� >!IISD !� CnRAOf ICMIi -.'_ • .. � 21. 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UM 1RTr. W 1 60, C.4 Pit 10V 29. 6' MTI cnKmm SLAB, 3000PSI! 28 DAA M�►I'!!! 16 � AW 12. O.C. �MlM Y. , t1 t TILL CAP AND 11nAPTER SAM :1ATERIAL SL" BL"Uj�TEID .' SZa SRALL I�Ai 0 - O3 ELYCTAICAL JV1tCTIOli _ .. - - • _ _. ._. - • - Flo' T• o4 s r ►s c r k,I - �. rISTJ1i.L r . � • z - _ U. Zab"lALL 42' PIItL'�C svp ttl�t �ucrx�a� M!t dKD1at: (213)s'7aesoi. M ' ' M#I 3owc! >ntOs� _ SEAL S?XX Snw= RISS 4 TANK CELLAt AXElk ?IGM3l.• c � t , ' as) 4~ ALuximm CROP Tuss 33. EAii':7[ SILL. a�rsms T71MIt DCAVA=CIL W W 42•* r.o. mm �d.1R iX TAm i'WRiraLlt>RSi6 Z �i�11� i2Lvi;i 1� - ?�{, -r'E-sTir.� a Mi P•t t : ?�Piw ..+:rtl •R s: , '�'��� �"� e 'l sox� z Sir. ols P w s • r xy 011 • �J t . • R•1 h o6u w+ S tA^I i rrt•rr�' I►t ' C.rAA•+t w• 1M+v t U . A..r cf• 0 rG = ttl Trus tuucMS ruMlr ♦„ p..W.'-4 4-1 Y ft Lv i 1? /li.I:Q�y 4-c sl- -ft-3 �. /tr�•P4 � w•�w.,►j.{ � 4• f i•s Pj;Ac4d Q I �...� _: . - - PARTIIIIIIIIIIIIIIIII�A z REVISIONS Q t - # DATE DESCRIPTION APPROVED CITY INITIAL ONLY DATE STREET :r WATER/SEWER ❑ • " i C T • 'L RD ✓� DRAIN 1 TC G TRAFFIC G . RECORD PRINT FINAL CHECK = AS 6l.�etT•Nt? CiflU�: S R/W I AS CONST. F Q 301.1 PIS NNE) wTHESE PLANS WERE PREPARED BY: A cS •�Ch?K`r'%hit ROAD INITIAL DATE _ DRNlA 0:702 DRAWN W O • a / ..� res , CHECKED L1, �' '•,. _ • .. ,. -wFr, ..' .. •..` K,,.,;''a. - ... 'Y. t ,.. K -4.F ,.• T - .. ... .,. .. .. V�1. ....•.Y - •auMif•' 4-,. • � J CITY OF RANCHO CUCAMONGA ul COMAIM17 Y SERVICES DEPARTMENT,• PARKS DIVISION ,L1 PROJECr NAME �l 3�J1 c • W Z SHEET TITLE v ►- 7 L W APPROVED APPROVED 1O ,a mo. gq-773 DATE COMMUNITY SERVICES MANAGER DATE CITY ENGINEER DATEAPPROVED 4 DATE BUILDING OFFICIAL SHEET OF 27 Q , 000 AL N APPROVED 0 DRAWING No. LZ�OF J Q DATE CITY PLANNER DATE f 118 A i &SHOP GRAPHICS/ACCUPRESS REORDER NO.AMM r 0, 00 _ N we MON I 70R 4b W fig Cy ecti a[ IL nic w f�f l`1••1 RISER 0 To: Petroleum Mia rke t i nTa•.k Ptd �_ etwctn�ol :il+t ^c� trc OtA�E E w.. v st co•S 11{XItP• � Number: 5 Revised j R 0_O-0 J 'Ie 19, 18 7 ••. •', • . • - , • ': - : • • • . c COVERRevtstd: July 15 1981 ���' •`��.�— t _ 33' OtA RISER ,r NX80 an so =d X 0�!1111'1D ►!KiN 1 - t° T,4 C O t: til/upwrV.,S&&AS (TIT.�l N mf- T -�'-ear�� ❑ 1 ' q -1121.1211 t►ACID 1.61111110 j'1 . • .. • ; , . • • • • • — 7ji c T ,12 ,I c ,1 CM�TtItActN U '. • /O oo'.►1 J - .. • - - - ----- �~- - ,- b - t'n•.• 1.1 0` Shit~+; Fiberglass Protects has Caavlated laboratory testing - �s�n ,,..� rrgg t O or. REO TNREA� II piping systees for ferrite station applications. Smith Fiberglass Products ret •. t P,r•:�+� ;�`t`� 11 �,_ �� —._Irco_om•• tv1•t••ru• _ _ c� ' f'h� •'� 1t•ICvlf.f ctCo•• v 17/�•/S Iw•�••I•++1•• OAwlends REO , �*,�„ � r\ THREAD II pipe and fittings .. , , , f •__. 1 _ _ C.tr.•.•.e t..« pirw's- � Jot ned r!th OS-701!� DS•7011 t ,k c.•O�••4 •.�/ .t•s�l �■�ir - —_—•— •� 1 + ' Ind DS-70S4 adhesive fo- all methanol and ethanol gasoline • pal •� �,• :„��,,,••,�,:� V4V-Wr xPC WCoo•°«• r"WlA1%Cn Ta.►k 1 ss•� .«..+ ,..•.n,•s es . p K~4; '010"'M�r r i i �/:o 6160.• I� blends up to and inc1udt — • • �,� r..!IIMa At tawperatu OF ��• "'ethanol and 1001 ethanol =_ . r!s up to 7S i, I� w � � + Vl 1 � ' , (-� R K It••.f••..•I11 1.►N••N•ff =•I^•1••1 � V../ tL � IAV. � / �„(�t �� ba. toast L � ~ `f ,MTAM. A r1 Sr Fee ••v.1 •.••1et for...0-9 an f&1 th s rt11 answer all r•.••••../f "a t.,,.,,.•..1. ,,ow,•• � and a1 /gasol blends , �estions regarding alcohol . 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ENcE9-6200 3 cNvIRCk c_EXIBLE EN Rv 900T.- CT � a 'N►c£=-6?CC Z E�iVIR0�1 =_:X:9LE E'�►-R" � �•wltw/M.•••/f .0.�..-•.w-- .www..... .. ..w ..,.r __ _ ■ 4 r ENrco_�C7c t :'rvIRC c-=XZ9_E• Ew`RY 900--3 - - boo«+_ ::-v r •o*rtee^w€�3`��:•.ai .Osie:� j� ..-&SINi ►�tt tttot)►tl'•ia� L C.•IVO }'a 7 ='O'!31C-261.- W •lA 4 t a I M t>o•vnlrr 1►vt • rnts�o.G sa�aa Tf?w4 1.� "64'"CA-0•h O/K►K M6OWC-! carol rti.aa•a - y =4i-A?C-Cla :«:� bra 3N a - •pA:`_a `GM C 101:-,6 i - - -- - - ' 1-- - CeLE 1170 14E'HAXOL COMPAT13LE FUEL STORAGE An TRANSFER All; dx�z - U. { ALL MODSit74 1tELDI�iG COMPANY UYDfiRwAITBAS LABOAA70RIB3 LISTED I 1-- .—IU _ r--• .,n,,va2,_�• sxs7c2 vEx- wLVE W/:2'9A� = 01 w „ - - - '' STCAAGb ?A,vKS ARP CSR?IFI6D TO SAFELY STORE AND 8E COMPATIBLE � ._., �,v< : 'Art>r2>cZ v:vE uis?•��__ - ' :a ;,,�It:2-e •NI�rRes: 4 - a•e: ;oo • ' 0 Fj WITH 1001 KL'THANOL rhEL. w ! - "' • e ��ao - •'Cp0.50'� ?' »_ee.e= Vo:Jt.'•' � "J• 16 �C'•130-:.'�:' Z o0M"ECO :2' 41ATER-2G l+tvM'i^L o o It�O 7at> ' 1)3 4 .A. TURL I K MODERN 1i8LDIHG COMPANY INC _7 RJ 33 1 c� 4141 NORTH DRAWLEY AVENUE • ! X, o , �•K o<'=_`:a w FRESNO CJI 93722 � _ -- - � REO 3a�CKET C�F'."R0'.. eox � 1 - :• �/s cOWNEC O 4 uJ ` 21 ,70N 100-700 -2 SALL-vAL1/r '2'. z lel .- z RODERT A dARTZ3T? L _._. ..._ .�. ._ -_.. ._ ...._ --.• .r _ _.: ._. ._ __. ...., •OIt•t=: SGL D:5 N5 R 01!7t!S-Rt U� 23 Et3W662-410-C3 -2 -etwmAu rmpoCT VOLVE-COM- .S EV w . ?a Po "I 00-AGLC oOMECC RE-RAC70a LESS C:pMo _z • • 2S pOM100-S OOMECO RETRACTOR ( 12 ' TO 18 ' _ • 26 GYCLAMP : GOOD EAR - CLQ "D "AXX:`t . • "rr� P ll� tn/ RECORD PRINT U' 27 GY12 .5 GOODYEAR 12' 6' P2SE COAX I-- EY-^4005-002 2 EMCO t•IMEATON COAX NOZZ_E-UL 0 AS 6U11'-NO Ci'.RJt1`a1S • - 28 w • c �-- t .J�:i $;2tiT C>zls�, ;, AS NOTED L = • E _ 1 _ , _ • _ • 29 • � A404 E►'tt - =1.IH£ - to �ICAf A i �. ~ �. � ' • 30 D�#►Y72808CM-24 OAYCO 3/4 X Z• • - - � '• , <,. . ACE - ',;�+'`+, ROAD ' , . • E.R ',' ,• « AY 1 X 22 F 05.. X _ .� 31 DAY7290BF' las D CO " - - _ - _ p LE 4D NQZ Z _ - .r r�w.nc �*�' z w 3 '0 • tPARTIsIfIffsA 11 001 EMC A N MEi.I ED , r.✓ POOt"ECO 1X: SALE '.S . E- ,;~. z Y ( 33 POM7-1 .> ..•_ -, - 0 ' '' • ,,, ' • - .-• - - .�,�, REVISIONS FOR CITY USE ONLY wY 1 GRS90v 2 •L•OSEnrCCNVROL CAR ...5 s 34 GAS1000•'Z DATE DESCRIPTION APPROVED INITIAL DATE .wl. •1ua••+ � ... ": �'"w.�ws�/ ::Ct�a'j � �, I •1+v..» •... r...rr►... ...,,• .. .--�-�..-.►••r�•r^o.-►....•.... — STREET IL ■•M..� ��• WATER/SEWER ❑ •�'M+i/• • lR�M� / ••M•aw►trq � ,aryi6»1�q � y�,y�' 35 RJEa000o0-5 f R�� 3AC1�E♦ Rt..� SOCA CONTRCC GRD do DRAIN • • _ , ♦ .` • •- 2 RED KE R£cR 7 .� ''1S ' . 36 RJE 4 _t A TRAFFIC J W ... .. NAL CHECK - 001 NO + FI � � • • --r - _ Dig .- _0 _ S- SO 7 �i .4 cc k!•ri 4 C Y S R/w � Y •�. `- Y AS CONST . �F n . +w F • r r. E QO•.:f -s • 1:0 .�w. 1„I12U21� , a�111itAM : . .y y,..,.h' r,f+M+i+'"•.,.. "3"+5."' .L.. 7 :! ...; . r .., • -ryir.r. , �• -1 .,.a •...•Mi _ +,�*.. , ,. «.';Ibu,- p.. R1 � L � �• w .• t ' , �••.. .. • " `� THESE PLANS WERE PREPARED BY: FOR PRIVATE USE D � INITIAL DATE W DRAWN CHECKED U CITY Y OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ] PROJEcr NAME Q Q � -j SHEET TITLE • � W L_ APPROVED APPROVED )a t4o. sg 3 DATE COMMUNITY SERVICES MANAGER DATE CITY ENGINEER APPROVED DATE: BUILDING OFFICIAL SHEET OF , APPROVED DRAWING No. I1 027 h DATE CITY PLANNER DATE BISHOP GRAPHICS/ACCUPW8111 IAOItCEA NO Atf666 EAS �!�E C.OAA. ,AVNE CA EF1+30 I D L ; a -- Z - i Z . t r _ 1 T� E Lj L) _U f f �y � D T � I I -n ; L i - - i i I 1110 fn -- - or ly ` I I f i I - � > , lop"m r z ` rrt 00 - > Z L m o 1 ..4 < O — m = 70 mZZ - o 0 U) 1m Crn .p = r' V. m o Q � < Z 9 ► 0 > I 0 > asmn fat o+►tt By APP. F I R-E r S O T cT 10 N P L- AN SPORTS COMPLEX 49 w,r M,s CITY OF RANCHO CUCAMONGA , CALIFORNIA � aro. sem. wtc+e^rrrcT GRILLIAS PIRG ROSIER ALVES o PLANNERS • ARCHITECTS ENGINEERS 4940 irvine boulevard suite 204 Irvine, california 92720 telephone (714) 730 - 9730 .e I • - f.F. / / O co 1 O " • I \ u c 1 \ 0 + D • A71 v N P 5 a01 Q R � P5 N c m / Ql W D 1 / 1 1 x O ( 1 N Ile - _ �N•, x > 07, r k - + -- /loe � FI RE RI S5EX Fe�FZ lool U v TIS GONCD UF�� UJ \ \ / T / I Z \. A z 01 01 _ \ ` X ` uP -,— 1 ,�� ,tt��•� CL Z \ r �� � �\ � \.\ _ - _ _- LIrJE of GZ�I i�l� I�t�o►1s� � � v� �,C� // / -' _,k � Q Z - ---- I4EADS ' 135° F MAX I� �(°�-�, /� V S \- \ t/7 W -100 ol -4- + — X Z w M.L. 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W F .� N THESE PLANS WERE PREPARED BY: FOR PRIMATE USE UL DATE `.� (� W '•� 1 DRAWN INIT �+-• Cf) t s*.....•r.r..•u•w •i«w.r.•.rlr s•s 1 I lw Ilw M •_y�.Ir tsf0 1 O CHECKED '-`- •".nw r�U.II.AI b..n.rwll •Apow 06%ww.%Am 12L N a..l •so=-fes"1`sl.3 ■ r..rr AS1Y "Waft~•NH 1•r �� til w ti•►v. .) o T � L A � •...w....r•r,..rl s... .ate.L..n,.r..wwl w�. tNtT! tiNLT� • rr....r...on •Pr-sww w nm •A.,w•.w w�• •r.w 4r ww.r• •Or.r..r fir.+f..�rw. r 1 �G/�LE- I'� '�Iv+-o" ..1.«..«...,�.,....I.pll, cs�,>w.a.-I--! 11 1!WIEAOto'L- YIt11T t? MT11 wKCCK1VVT - 1a+ ••»�•�,.... . atr r cwl.: -' III CA WM04 -W c1.AWA 0 TAlfrtNQ CI 1 Y 0� RANCHO C U CA 0 N GA • i'T11AI j1,RING COMMUNITY SERVICES DEPAR TMZNT.- PARKS UIVISION SPRINKLER SYMBOLS SPRINKLERS FINISH DEGREE QTY MK MATE 13Y R£VIStON uctrlsto rflorteiwcl cawnlulcrof� PROJECT NAME r 1 w , 6 CONTRACT wl?H Ib E F rte►rs v'S p�t1 ,. 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DRAWN IbCAL-0 164w 1'-610 CHECKED CITY OF RANCHO z J � 0 CUCAMONGA SPRINKLER SYMBOLS SPRINKLERS FINISH OEGREE QTY MK DATE BY REViS10K COMMUNITY SERVICES DF,/'ARTMENT: PARKS DIVISION — _ STATEMENT OF POLICY � -- Q UPRIGHT ON 1`2"' OUTLET - bt mss. CO RACT WITH pt F�A je(95 borers. 3:p G, uceweo►uet►eoTacTw�oorrr>uen�. ■ �f _ PROJECT NAME v THIS DRAWING AND ALL INFORMATION THEREON IS THE SOLE ® PENDANT ON 1/2•' OUTLETt_=i.5 £ S *, 6 _ Y • AND EXCLUSIVE PROPERTY OF SEC-UiZtT(FIRE PROTECTION s ��o�Ecr�` � � — APPROVALS /� ~\ IL /0ti �.u ,.��__��. ON 1" DROP K=S.S o�+ ,gL F�f �.oy R I T Y SHEET TITLE � � • �,.;;; COMPANY AND MUST BE RETURNED UPON DEMAND. NEITHER � SIDEwALL K•5.S �,,_ Cl .. -THIS DRAWING NOR ANY ARTICLE FABRICATED OR ASSEMBLED r �uK� R�fsr 1"� r K=�; 4 �1 rY of ItP.I•+c,�a GAG^Md��� I w j «A>w,�a �s FlP.ic PROTECTION CO, W �, THEREFROM MAY BE COPIED, EXHIBITED OR FURNISHED TO • �wr ,,,, K, , . =' C• 16 $ > 3 "' APPROVED APPROVED .,_ • OTHERS, IN WHOLE OR IN PART, EXCEPT AS EXPRESSLY ,�_� 3115 W. MtS�ICN RD. =� ?,,AUTHORIZED I3Y 5E _ufie ry FIRE PROTECTION COMPANY. ESCUTCHEONS `. ,�.� '� 2* * ALHAMBRf� CALIF. 51803 ,oe No. _ 2 t sl ��A'f C'A'%Pr S DATE COMMUNITY~ TOTAL SPRINKLERS THIS SHEET 2;4 ��� ;;: '� SERVICES MAMA 1 '� Z1•'1Z �"3 [..11'�of ;c'.G, SCALE rJ0 T p U'`�� (Z�3) X83 3116 (818) 300-835Q MANAGER DATE CITY ENGINEER I _ , APPROVED _ D '..-, •_. .. ._ � •�•••- - SHEET OF � r y • _ y BISHOP GRAPHIMACCUPRESS DATE BUILDING OFFICIAL APPROVED I l�oF2 �oAOER��� 13 DATE � DRAWING No. CITY PLANNER DATE R A8 /q 1 5�0" t0��►• C�0, 1 �, ,J� •Ot. d' 5,..�,• 5r✓�.• ,Q.-'.. .. ; t / r t g, �, 101 II lap -d /' -rr • .. 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( L A A•t CRD & DRAIN U !• L E 1c I I�L Ci O O tJ 5 E p I P t-I G p ►-•�-qo S• / (+ 1 ' v TRAFFIC «:+;C •. `!G/►LE 'O"� l'- 011 1 L °,j t ,• _ r', P`�� G 1Z OT „�-. - FINAL CHECK �+ ' .' x Awa„7 ,;.. - Y - - • , Al� i ' T el AS CONST. ~� Q FJP71 w • d . THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ncv- INITIAL DATE L W '�_ - * T Y• I DRAWN CHECKED - • = . , i ; , - CI7 Y OF RANCHO CUCAMONGA COMMUNITY SERVICE'S DEPARTMENT: PARKS DIVISION � - - r - SPRINKLER SYMBOLS SPRINKLERS FINISH DEGREE OTY MK DATE BY REVISION ��. L�`_ ucs►aso nllc.IloTccT/o•1 co«sa.csw . STA EST 4F P®�ICY p vPtiG ON 2~ OuTl`Et �� ►5s• ,� CONTRACT WITH ��FI-�.�05 r•-•� - _ r =f. • M1 f ROJ C� r NAME ci r 6 !`ey PENDANT ON 1/2" OUTLET 1��i.5 •L cc. C,9A ,:J' ~• ;� l�BrEtt � � � } 0 AND ALL it'�IEi:�sR�lf A tON Tki-RE+C)+R�t THE SOLE � APP OVALS '�: �-��► 1 c° ♦ -�� Jay � ��� �� :� �.' - _ . �'� g� " -�/ :/` ' ,�r� /�y�' ItY Plr 1'11L-)Al'�1 i ON 1 DROP �'�- M ,CDVWAP .r4W ITI'G 17:i '� s s t \9�IC rRO�� r� FIRE {� /� HEFT TITLE +5_cJ.rt��-, ?R3K-W i �1 F e,..e-�,�1t� FIRE �1 EC IVI♦ Q � � � t �Ci �� C '�f 'z •. ":r rtRC TGC�� CV ,� w CG / y� S w rg G�c'.`( !'��rAN-t" IC-P'_ Z .r TY. •OF ^r1 ri A a ." m•�.�" .�,6 . +vPw3.,ri Ct s v •�d�iC✓ ti3lJs\► OcEPr►I11i��ia NEi y iiER G O ,cJ.-/►f''I h'Q14 - „� v, PRO TEC, - '`, ' APPROVED O �• . '., .p i -.. :- , -.�, � APPROVED §"sem w•�: ..r\�: Oi' J ai Jam_ `�iCLE F 4CAVED OR ASSEMBLED .;� C-16 115 •" a ,•,ti . i•s;�11/. 11 � COAELL i,SI EI63 OR FU iISHED TO 3 /t t>JctnPsc►Po, _ ALF Esr� CAt.IE. 50'x... roe No. $g -7'9 r►e-ir`YP�d, Yi* YYY'1iOLE VYj* 11N ?AR, "_XQEP; AS c.�1?6"1.'IC.7.,.`1'..il • e _ •. `_•�• - , EscuTcHFo+�s �• i' .� * � A. � :, �, 3 - , -.-, ,, r,< , ter'-.:-;- ,,."_,r,.,,, :, �••.Cr� '?ANY ) �j �Nwl ►'►"t' ,r�/� 'e, - ' DATE COMMUNITY SERVICES MANAGER DATE 1CITY ENGINEER . •r c.-'`w+♦Ii+t, m: j i1�: l 'vt lit iR�"Y WiYI� I�`Y .' �: �y 1'rf 'I�p ,�� - (213y 283-3116 3C9� s�0 `� , . ,•... .• .. > •a ;O=11L SPRINKLERS TM �.y� Ib `�"�. 't/ G c/•., r o•� �, - .. - .,• . - r, IS SHEET 1 �• l' ...1 II . ..� ��/ • ..7�rG 1 t •ti rt f". , GST fJ . `� :• . SHEET OF ITR • ♦ .�" , . • - .'fy q,». ..f'. • ,. -.f•i•, "X-` .'•i 1 5�. .,,.J,' r.wy!{,' l',1{- 4&1' '� Oi UL .. •' APPROVED G - .• ti,Clirt - +,.r� DATE BUILDING OFFICIAL sI+ APPROVED 0 DRAWING No. `'8 OF273 p GATE CITY PLANNER DATE BISHOP GRAPHICS/ACCUPRESS REORDER NO.ASSM AIR HANDLING UNIT SCHEDULE GENERAL FAN DATACHILLED WATER COIL DATA HOT WATER COIL DATA FILTER DATA BASED ON CONTROL VALVE - BLDG TSP FAN MOTOR TOTAL SENSIBLE FACE FACE AIR WATER TOTAL FACE FACE TEMPS PRS AIR TEMPT PRE-FLTER CHILIFD HOT REMARKS AREA VOL f OF FINS � f OF F1N8 FLOW • ITEM FLOOR IN CAPACITY CAPACITY AREA VEL Ent`F Lvg'F P'r'o Temp CAPACITY AREA VEL DROP g� Pre gee Pro MFR (MODEL WATER WATER MFR MODEL CONTROL LEVEL SERVED CFM Wa Tye ROW /In Frit Flow Drop ROWS /In In Out Ent Lvp Ott► Drop Ott► Drop O RPM � Volt � � BTWHr 8TI!/Hr Ft FPM Drop BTWHr Ft FPM GPM Ft __- _ D8 WB DB WB GM Ft Hd Ent Lvg - L W D In WO L W D In WO size CV Slee CV � • AIS PENT UNIT SHA BE E , pRAW T'>♦RU I',OM P TE O� 10,"100 2.5 NT. 8�D 10 4bo 3 loo 4oa,74o. 57(v, 655} 20.4 514 ( 8 a59 :8q.5 C07.7 5�•7 s X1.5 5.12 45 5 - - - - - - o.s - - CAKRIER 39ED19L 2 26 -- - µONE VSOBA ELFLTRI W/SF�P RET►AIR FAN I FLaoR �+Ezz. F� L O �r- VAV TERMINAL SY�F3oL.S A3� E � S DE i �L BOX v ATION F N l T 1 ONS E SERA L N oT E s O UNIT AREA AIR CAPACITY H.WTR 1EATING COIL Q ITEM : TYPE SERVED SERVED CFM STPR c.APA Try GPIM '�r LOS MFR. MODEL SIZE QTY CONTROL REMARK RAMS KW.& MOM RAIM AD ACCESS DOOR EAR EXHAUST AIR REGISTER I• ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE NET INTERNAL. ALLOW ADDITIONAL. TITLE_ 24 MANDATORY RMUI`S ALL IIS COMPETE WITH 3-WA SHEET METAL DIMENSIONS FOR INTERNAL LINING MIEREVER APPLICABLE. (To be noted on plans or s VAV GM).SM I-h0 Ivlo� VAIL�.(�:1 T-4Tf,7� puGT TEMPsE'I BD BAROMETRIC DAMPER SR SUPPLY REGISTER p specifications) ELELIRONI A ��1 L.DpR 350 0,2�} IO. I. I ME�L-AI �}C.Yo Co 2 -r-STAT �ANSFOPN-R,RELAY FLpyW SENSOR . 2. TRANSVERSE JOINTS FOR ALL AIR SUPPLY DUCTS INSTALLED WHERE AIR LEAKAGE 1tV11C Controls \ 1- 1�I1J PEIJI� VIP RM. 0.5 BDO BACK DRAFT DAMPER RAG RETURN AIR GRILLE Sec. 2-5315. N RoL DI R I�O. ! S K WOULD BE NONBENEFICIAL TO THE OCCUPIED AREA 7EMPElUITURE REQUIREMENTS, • vv� SWILL BE SEALED WITH APPROVED MASTIC OR TAPE. (a) L'ach HVAC system shall : ❑ IVA--� II 500.550 O,(o2 15-IS.7 ' 1 o IRO 40 co (� (o CFM CUBIC FEET PER MINUTE RR RETURN REGISTER 1. Be equipped with at least one automatic device 23• _LDeIGITUDINAL JOINTS OF DUCTWORK SHALL BE SEALED WITH APPROVED MASTIC bR for reducing HVAC energy use during periods of � - I - 1 1'� CLG CEILING SD SPLITTER DAMPER TAPES FOR THE PORTION OF DUCTS HAYING MORE THAN 0.75" OF STATIC PRESSURE. nonuse or alternate uses of the building spaces � O or zones served by the system; A l� Z430 0.165 iO.l I ( � 406V (P ( 1 DL DOOR LOUVER SWG SIDEWALL GRILLE 4. MAINTENANCE LABEL WILL BE AFFIXED TO MECHANICAL EQUIPMENT AND MAINTENANCE 2. Be able to maintain space temperature set points 01.4 MANUAL SHALL BE PROVIDED FOR THE OWNER'S USE. from 55'F to 85'P. Two or more replaceable 11 ON DOWN SWR SIDEWALL REGISTER fixed set-point devices shall be permitted if W N QV 11Rp _..5._ . _AIR HANDLING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 90A. instal led so as to maintain space temperature o 01 I II '4'd0 azel S.O 1.0 <{•OCo �o �} FC FLEXIBLE CONNECTION LT LIGHT TROFFER set points in the zone that they control ; \ 4 - -_- 0.4' Co. PROVIDE LISTING OF STATE FIRE MARSHALL FOR FIRE DAMPERS AND INSTALLATION 3• Se able to provide sequential temperature FLR FLOOR TG TRANSFER GRILLE INSTRUCTIONS AS PER MANUFACTURER. control of heating and cooling capacity in each C A� ►I tone, if both heating and cooling are provided; I �a 560 0.1co 10.49 1.9 7o. '�8 S 2 FD FIRE DAMPER TO TRANSFER DUCT `1. UNLESS OTHERWISE NOTED, ALL CONTROL AND LOW VOLTAGE POWER CABLE SHALL BE 4. Provide a ran a of temperatures up to 10'F in O ROOM IN 3/4" C. PROVIDED BY MECHANICAL CONTRACTOR. which ich,nifheat ng orscoolinhassbprovided to the and MVD MANUAL VOLUME DAMPER W/ T-STAT THERMOSTAT p y g 2 LOCKING QUADRANT 8. ALL LOW VOLTAGE CONTROL SHALL BE INSTALLED ACCORDINGLY BY UNIT cooling capability t - C) LOUNGE 6,50 0•I°I q.1 (.0 �� 8 � T.V. TURNING VANES S Be able to terminate all heating at 70or or less; � U • VD VOLUME DAMPER MANUFACTURER'S RECOMMENDATION. and o TYP TYPICAL 9. SHOWERHEADS, LAVATORY FAUCETS AND SINK FAUCETS NOT INCLUDING SERVICE 6. Be able to terminate all cooling. at 78'F or more. W L1V MEZZ.R 5�0 Q.IG ('�' O (•R OBD OPPOSED BLADE DAMPER SINK FAUCETS) SHALL MEETING THE FLOW REQUIREMENTS OUTLINED IN THE concurrent Multiple zone HVAC sytems requiring N ' (`�iOl 1.4 440a a 2 UC UNDERCUT DOOR operation of independent heating and 0.(p5 APPLIANCE EFFICIENCY STANDARDS. cooling systems need not comply with Section I � 1''1TG• RM. RD RELIEF DAMPER 2-5315(a) 4, 2-5315 (a)S, and 2-5315(a)6. �- 70-14C CHWS CHILLED WATER SUPPLY 10. COMPLY WITH NFPA 90A SECTION 2-2 PLENUMS AND CORRIDORS. (b) Zoning. Each zone shall be provided with at least � 46� Rte• 4-30 0.35 (0.3 1.0 q-D(� Co I OPNG OPENING one of the devices specified in subsection (a) to 8 i RM.•IMOS CHWR CHILLED WATER RETURN 1 I. AIR HANDLING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 90A. control the HVAC system which serves the zone. Each ❑ VA MEZZ• (, RV ROOF VENT containfloor at leastith-one space shall H.W.S. HOT WATER SUPPLY 12 . SuiutLE OPEWJ►k-4S WITH TIGHTLY FITTL.D COVERS SF+AL-L 6E 9 LDa4Y 5$O 011CO 13.7 1.4 �{-D�j $ 1 SA SUPPLY AIR H.W.R. HOT WATER RETURN PROVI OL=D TO MAKZ, FI RE DAM ACGE55I BLE PER 6EC.I DO(o (b� 1ZM•#MIO 0.(v5 ' Ventilation Systems z O 1A EZZ,Fl.R 701. EA EXHAUST AIR VAV VARIABLE AIR VOLUME Sec. 2-5316. pp y yOn mechanical ventilation su 1 and exhaust s stemso GOMI)D 400 0.29. 22.0 2.0 40(0 60 2 OSA OUTSIDE AIR capable of moving sore than 5,000 cfm of air, auto- #M0 6 $ VFD VARIABLE FREQUENCY DRIVE aatic dampers interlocked and closed on fan shut- RA RETURN AIR down shall be provided. On gravity ventilating EZZ•EL�t systems, sither'automatic or readilyaccessible VA OFFICE 1110 0.3Ce 15.0 2.0 I +0 10 1 LD LINEAR DIFFUSER su SLOPE UP manually operated dampers in all opnings to the � Vii #�M12 1.04 outside, other •than combustion air openings, shall - A �1EZZ.FL 1• CD CEILING DIFFUSER OFFICE O ,I , 1 (.0 be provided. FF1 54 0 55 'I 1 0 40$ $ I Doors and Windows \12 P.M.W1„115 0.4' CR CEILING REGISTER Section 2-5317. 0 H I (a) Doors and windows between conditioned and uncon- 00 EAG EXHAUST AIR GRILLE ditioned spaces, such as garages and closets for ( ) central forced air gas furnaces using outside air 1 for combustion, shall be designed to limit air O leakage into or from the building envelope. `Occupant Operating and Maintenance information to be Provided by`Builder 1 01- The builder shall provide the building owner, manager, Q� ' and the original occupants a list of the heating, cooling, water heating, and lighting systems Q -THROUGHTPUMP and features, materials, components, and mechanical - I THE WALL ROOM HEA devices conservation or solar devices installed in Z - the building, and instructions on how to use CC O AREA GAP (13TU H) CFM DeLIVE ELECTRICAL O them efficiently. The instructions shall be con- ITEM TEM LOCATI ` _ E.FER GOP I�EI�IA(ZKS sistent with specifications set forth by the " MAX, MIN. V Ph/Hz SLA MODELNO Executive Director. SE( E TOTAL TOTA ELECIKI 4- N LI J Mater Heaters and Plumbing Fixtures Q HP f=L00I� : OFFICE CARR Nater heaters, showerheads, , lavatory faucets and i UKJDER I o'1 Q7,r.00 -I)WO 51000 ��S 2-a 2-10 1 G 120/1 /60 1.9 Q�2O I IJhll LL FjF, �I-IIS4MP W1 sink faucets must be certified by the California V WINDL?VV 9 E �L P"N KIT Energy Commission (Excluding: waterheaters of the ❑ non-storage electric type and lavatories in public X facilities having devices that limit the flow of W I hot water or have self-closing faucets or having devices -J V Cf that limit the outlet temperature to a maximum of Z + 1100F) Section 2-5314, Table 2-53G. O W W } Z 0 - U V UI GRILLE, REGISTER, & DIFFUSER SCHEDULE �, w ITEM TYPE SIZE ''E� MATERIAL FINISH MFR MODEL ON, CEILING REMARKS ~ 0 �) SIZE TYPE oC = � LINER EXTKUDED 5TA�JDARp MAX N,C-22 (NaRIZ) , MAXS.PloSs = o,o7 O U U \A DIFFUSER 2-V45LOT 64, INLET ALuMIfJUM Wµ11E ANF-1105TAT 5LAD- F 10 T-5AR 94ALL M COM PL, v// HNT(q, WACtE-T5, ALIGNMENT 5TRIFi., CL Z 4 Lott N5U L. N U W E bs S c- . Ln < W V 11 y �► n 23 0 MAX N•C = 31(00RIz) , MAX 5.P.�=0. 12 Ix = REST SAME A6, ABOVE � U -J 0 MAX N,C = 2 (POR IZ)� MAX S. P.LoSS :o,) C I- I �T �) 14 0 �► >> 4 GYP. PARD. - 4I LON REST - 6AH E AS A5oVE H 2�15�oj 7��b IuI.�T N DARIf- �� �1 2 Ex Po5eD MAX N.C= 32 CIIORIL) , MAX S. P.LOSS=o,12 V w 4 LoNQ FRvM -fob REST SAME Ah AFSOVE Z mL.51 D STANDARD (o/ RDUND MAX N.0 = 24 , MAX 5+.R Lox c a07 � Z E LIGuT ¢ LO N4 FRoM TOP a LPRTAJL4 (i T- F3AR I� Q � . Lo DCL, SIDED NoO DuGTE{> RETURN WIDAM per. To GoNTWL RET• O F LIC4HT u -- DAr >> RTR 52 �� ALR To CZUNC-i PLENUM. 514ALL �E ('ION SEE T412.0 T o Z � ❑ G XF- 7.Q X 7.O I Z x I Z sT'F_.E.L SfAND1°�17 C>�-GED fp Oo Mw cr F-P fes_ , Z ►•JAY _r"c of w , Gz"r,_� ra_ -_J 0 >1�� h4HIT , ,�Uarr PART-A G 'T-I L�S O'b'I7 51J1Cf�E 1•'1oU NT� c� REVISIONS FOR CITY USE ONLY w _W JA" ZO x Zo Z vc 17. ?>r•D rA[_aI SLJKI-Ac f_ MoLA-rr . DATE DESCRIPTION APPROVED INITIAL DATE Z �L�fiJ I II I STREET ATER/SEW • TRAFGRD 46 FIC LU Q G CL -- - (OUTDOOR UNIT - _ f._._ , .. -- -- . .. ... .. ._ . . . _ _ - ' _ . _.,�- __ �_- - . FwAL cl+EacW- SPLIT SYSTEM HEAT PUMP SCHEDULE R,MI �� AS CONST. - - - - AREA COOLING HEATING COMP. FA14 ELECTRICAL CON- - ' UP CL, ITEM TYPE OCAT:ON SERVE) CAPACITY EER CAPACITY C'O'P TROL MFR MODEL OTY. .,._ REMARKS THESE PLANS WERE PREPARED BY: FOR FWATEUSE ��p . T P TU HR ST LRA RLA FLA VOLT PH HZ NTIAL DATE t�� DRAwN � I �+P Al F, LFT RT - T STAT cA RR l E� 3813Q," 2 -54AU_ D8- 6CM 4TE- W/STAR•1-r�fz CHECI(ED t- ON GROUND FLo. FAD �3, loo q. 0 4%7 MOO. Z. 137 38.5 3.� 2oB 3 �o `1 n NAGE DATE 1� I COO LED �ONGE�JiON / �oNT Or l LICENSE NICER FILE _ ul ITV F RANCHO UCAMONGA Q COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION - --- • - - ----- - . ..�---- - - PROJECT 11111E � -J HEAT PUMP FAN COIL SCHEDULE INDOOR UNIT Ww � Ov - = AREA FAN PERFORMANCE ELECTRICAL ELECT. HTR. -k 1 U ' CON- MODEL QTY- REMARKS __ __ __. .. . _ sNEET Tn>� ITEM TYPE LOCATION SERVED CFt� RPM HP VOL PH HZ KW OLT PH HZ TROL �AFR _ � ul A"PZ I-}oR I Z# ON __ LFT 9 RT Y2. _ �_ , � . .. , r ,o. ao. �- �Q�FLD.. FOOD 3120 0.8 7Cao I 208 3 60 T-STAT CdRRI ElZ �}0CA009 2 . M.T 5TAT TN�W AWAL�_ _.. �„ ( DA*.,. ,^. S Y1►I111R,1ER DATE : . r�•� aTr E11ar�EFR pl5c,�-f. cE1 L1N�- cow -- --LL pR.� GMAR� Fid f Rl g. LIZ) TASK I � sHM OF V1 I �� DATE _4, r OFFICIAL 2-73 ATE , err �! No. � rr' AIR COOLED PACKAGE CHILLER SCHEDULErs . WATER PUMP SCHEDULE • UNITS REFRIG� EVAPORATOR OMPRESSOR ELECTRICALS CAPACITY ELECTRICAL CONN. SIZE , �, . _ ITEM . TYPE MFR. MODEL SERVED JOCATIM. ERANT cap ITEM IACATION SERVED TYPE SYSTEM FIOw T. IN• ' REMARK w.t� Tow CONTROL, WT. REMARKS L,p� � v/Pw�H: RPM Tons • R�4. F.LA. ND. R� F.LA VOM Ph HE Unit OPwI �" Ft. RLA. '''IPM FT. ' SUCT DISCH oUrs�vE ST4D1 UM END Sue-TI GHI LLEo TIME C Lom 5MLL DE COM LE TE'W WIC OCCEb�R CONTROL P C L:rr i< ENcli c Los E 14-o 15 0 7y2 bq/ / 350 1%2 1�4 I o0 5TA N D-BY U M s. T�+Rt�ADEp R rlc�F-D GH IZECIPRO- CARRIE(� 3eyDo55 Ar-- I * ON ou•ND Q-22 52 ,b 126 55 45 P � NT 12' I�UILDINU 4- 3 �' ° N cots t,F EPWI u�� I GAT I W C Fe, 1 - 5 12 . �} 2 4(0.8 (0 2.3 A 4�0 3 (OO j 1 °J wAT E R T TN D X SURA ARE1 � _ � EA TEM�- 514*746R PANEL. W/5TANDARD FE�►TURES INC. CON'1i TW46F. P dol (�R P UI LAIN Io \3� RSI " H EAT 1 W 61 65 105 5 2 N n 1%4403: WAI E2- O co BOILER SCHEDULE. E: G}IILL.ED kVA EfZ -uM� o ' �T T f�� �►5ED PACO, TYPE L c , Mov�L, I Z70-7 UNITS CAPACITY THERMAL GAS VENT WATER MODEL OP. 40T \\/ATI-F, PUMPS ARE r5R D ON PAW1 7Yftle l MODEL 107o - 5 ITEM TYPE LOCATION' SERVED BTiJ/HR MFR. Q CONN. SIZE CONN. ELECTRICAL INT. REMARKS , INPUT OUTPUT EFF % WCH INdH WJCH V/Ph/Hz (�) NA A5 e�ILE HVAC FAN COIL- UNIT SCHEDULE T 0 -754000 (000 000 88 I/ 10 2 12o - I- (oo LocuINVAe PbN0 0 t - _ 0 I Room i{.w, ST 4 7S 450 .. - � - - -M�.z• = O \ � -� AREA CHILLED WATER COIL HOT WATER COIL - : •FAN PERFORMANCE FILTER - OPER (TEM LOCATION SERVED CAP(MBH) we vEL EJ&•F LA."F WATER CAP(MBH) trot vEL EA`F L-k*F WATER ESP. MOTOR TYPE MFR MODEL WT. - REMARKS - - SENS FT/MIN DO/WB Ce/M GPM P.D. ET. FT. .TAT SENS FT/MIN DB/WS DO/" `PM P.D. T. L• CFM W W.Ci RPM V/PA/M �FT OF - n.BS) 8I LINO WI cy 26.2 - : 500 - 5.00 45 55 26.5 - 500 b>g - I.0 1 - -- o - Tl+�w e4LL E>E- corgi+P TE- W 4-Fpw c.N.w.Cdl -4- _ TATI N 66 00 160 1 130 d.I2 1 40115-1-60 2xy(� AWAY CARREFZ 42CE 12 - ► RO-V µTG.CGI L. EXHAUST FAN SCHEDULE � FAN COIL UNIT SCHEDULE < � ELEG- � � AREA CHILLED WATER COIL HOT WATER COIL FAN PERFORMANCE FILTER O ITEM TYPE LOCATION SAERVED �''_MREA � FAN CONTROL MFFL MODEL REMARKS OPER. iriW.G RPM +G Hz ITEM LOCATION SERVED CAP(MBH) M.VEL EJ1.•F u,•F WATER CAP(MBH) M.VEL EJLOF L,A.•F WATER ESP. MOTOR TYPE MFR MODEL yyT, REMARKS TCT SM "Am csr*m DO/W9 GPM Tvr se:Ius Fr/MN DSAM DBS G CFM W W.Q RPM V/Pn/Me &IP MQ) EF IN- LINE cEILINy NOME TF-AM -)5O 3 1 II)TERLoCLED SHALL 8E COMPLETE WITH �A HONEFT OF -F _ o - I CeWKIFII61AL Lxa-K Room �8 743 �� 120- 1- (00 L. COOK Db- q w/ FC-I DRAFT DA►NPER Fc G�LIN L ceP, 61,0 542 500 .2 s7.9 - TNRoW UNIT SNA LL 6E_ ccm LzTr- w T C) F yYD�1 F-4",5 1 y Roots Max 12,2 (o, 0 4 5 55 4�.b Max 68 �•g7 IB0 160 1-770 0,35 840 �2o/�/G0 � �wA CAR P4 EfZ 42�N 2 o P v�/ N Rol- _c u 1050 O.S. 695 14 �, L1 GNT y ,66,g 6.1 Y TRANSFoIRMF RSM TI+�RMOSTAT I_ 6WITC44 O 0 rL Y 6.0 4. 4 �► 8� 9 — 15 >> �, 7•e _ �, >r ;0,5 r �� 200 o.15' ►�a 120 1/6o y� ►� u 42 LEoEF MENS11 ,1z / 1040 0.¢ 885 � u " ►� '' '� Fc TIcuR1 of _ eo.b bo. _ 3 U SEc Tr 25,b 21,(o y 5. 1� lo,a » u 25.0 1100 0.2 1120 12t1/I (0d y � �► 3_ 2 42 6N 12 EF u � REST IZM# N 1270 0, 5 777 N (15 _V7 y v DPS-10 >> c vI51 Y TEAM 85.4 � - 1 �+1y 5�N /3 Loe- 54. - 0 2�I,4 1015 1,5 N a 49.1 - r r 4,1 » ►► 14°10 GL35 1120 12q/i (00 1 Q > cF WTi?J FU4A L ELE 4- ;zwM E LE Ti I c- 3b 0 II'' 8 o )I _ Room 6r 7 b�8 / �2 >`► 42 B I(o �� � WALL EXH . �T. WALL ROOH 18 4 %(o T STAT �, AcW 0 , IOOW 2� � ,► '!544,0f2 F-NI Iq.S 14-.2 80.8 42 C p D EF IIJ- LME CE-ILI Nc-, MENS REST LINT Q _ 65.5 5q•(o 2 � � � (o j cE�IFuAiL �M# 157 1040 D.4 8&5 �,4. 11 - sw I TGI•t _ 5 AN ro IL•1 500 '� 4� �� =�. - 500 6 8 1.4 I.0 �6o iso � �o a,25 I 160 % ►► N � EF WoMEN),S 1 C EN 6e 2 42cEGA . ,� H ►► 090 O, 9 I - O 7. / REST RM. ►159 5 5 /4 r ►I ►> >� )� N EF ►I �I V151TIt�C, 7(00 � 743 M I+JT''R VENTILATION SUPPLY FAN SCHEDULE 8, Locus. Kwm /I4 W/ <<-4 " ELECTRICAL � AREA CAPACITY SP FAN ITEM TYPE LOCATION SERVED ' EF MoD CON � CFM IN WG qpM HP volt Ph H: CONTROL MFR MODEL REMARKS � CT ►) '� 00 0. 5 � 2 5W ► q__ RM 1210 4 y 0 �T• ) , �� 0 F e-fATKI F U CiA L N•WALL 0 SToRAG E uUA LL SW, F COW C656. _ UT�LIr 5E FE RTIL.IZ�. 5` 0 j a�oo jb 120 goo IIJTE�LLCKEL L. G > 1 )I ►I � I Y - Txi• �► 111112 4 i GGA O' �I0 RMS i33 700 0,5 �`�� ►' ►� '� a � - W �F21 ZZ F 9 D S c�IR. �I PooFz. r F /2 2 I �o �JA-1-. sal ID' S �a C- T ^' O EF ELE✓, MgCHIWE - � .T � � E - 2�U O I �„►} � 5�'1�•I-� gFi �I�,l.� �l 510 15b-0 155W �1 -1-'� ,- , G E M I NI WLL M COMPLETE W/'PEED CoWTRDL `��'�. I NI IC,P a-� I'(��-►'� h p7G�p� %\ 1_17 SToR RQoM �8 TA, i 5- 15 P„a�l�,l- DRAFT DA�IPE�. SF LEFT* RIGHT EF A i R Cu I;TAI�1 ✓� F c:'. D..,R FI F_1-D WALK-I N 170o O - 2 208 (oo �► MEZZ ME.1�5 250' I u LiGAT 47•s F �' I w Tc�l 1� MAIC ¢� \12 RpOM - Y+ 1 i> 1� ,� ') FREEZER, Q ia:U 5W ITC4i sr 5 FCU FOOD CONDO -" w t�Ezt WOMF.N�S -�* 7 AlAt RTA N OVER, DOOR - 170 v a y2 2w 8 ( ro a >> MARS. 3(. C v oc 1, EF O ROOM 2 a o % �) >> y n - �� ►� N _ F P�rrTtoN s - O M E PST, RM M. PLATE W WIRD IJARD - O L LL I NTEIZLDGGED / � � TvP FL-70P, 9 PRDP�,LL z W # I I 1040 !8 �b 12o I 6o E F- L.CDC IL 12S g D 5H•ALL �� �M woM 5 RQQI+� 2 b o 0,2 ►� �► a �� a ,) _ ALL 18 57 Yv/ I- 3 F e I 5 coNTQollc 4 R__ T EF �� TOP FLOOR ► X V ❑ n ' 'Z70 0.2 ' " '' ►' INFRARED . RADIANT HEATER SCHEDULE 5 MEN 5 ROOM I � >t • F,F , I PE1 P T�D�STC. ( COM PL.WA L.SIHITTER6 AL.F_4rAsw .5 PouILOINy CgAS YENT MNTU t.LEGTRICAL p f~ � Z Lf IL VvALL VENT INAL P I+�yE 24.3v /e 66 ,yq: ,> T- yu1T H 18 S PI OD 4 Ax, MOT I TII�.M TYPE- LOCATION CAFACJ CotdTII�L MFR . MODEL IZ E M A R. IL 5 O w �C SAFE-T`I' CIRD•) FSG 6,p"r, CONTROL. 5ERNED N 51ZE H T. K/Fh/HI yy T, 2 W G� 5E wA LL of PERU)CF_ I 1 Y1(ALL TO 0E OPE-RATING W � St Z� `I N F F j 2 z I X50 /� 85 D /(� �► �) 165 I 0 G ►► wo Rk ►s t3E IuG FERFa0t+11� V V _17J I�LDC,• "A DAYS 5w ITCH � NST *5 s El��)C.+>E T-STAT UNIT S HR L. BE C 0►v!FIE T E WIT N AT bAYs i ANO 2 . 1 DAY ABV• F�LOc� " W B PA'S RE-VEReEK OTIJ to-ON-2. = z- EF To 6E oPERRTIWCr W06#1 1 4 16 12o,/I bo Y '�� 2 NLUMINUM REFLECTOR RMS SNRLL V W .. TI+R 40,000 18 '� '► N ►► II ` h ►i II y ►1 1 Wows IS bF,10 r W Ra LL Vr "A ' YL gIJ 6fF - QAY 120 , 114P-NSITY DaaRs EACH / H P -E W N I MUM RADIANT 5DRFACE �- . E� R� �► O Y wa LL o tTu�1° RRER OF 23.4. 90. FT. °C (�� I 835 1200 A0 ►1 125 5D T M C,0QT;NVousLy 5ET AT(� O V U 9 TuoL �0M 5W ITCH ( OPERRTIIJG POP-10C, . OCCVP. HOVRS ICL Z w- IN- c)Lq�,'A�mE4 REST RAo� ac = 20 CENTR!FU44L Ta LET CSI LI 4 5HcwF-R 3 I° % 135o I/6 � >> � ��I N I , E F W.IVALL OF I`UT' T°QATE• WA L SNI. S Q 21 CeNAfu5-rougE oLQr , ,Loral..# 111 �-oo yq. 1080 u v IN M toow28 ELEGTRI } . I C HEATER SCHEDULE E F �I N. W g L L OF 5To RAG� 1 ,• AREA/�I-D4 E�-EG�W)CA L V 22 PE 'ID 280 ,�} 9Y5 .I ►► >t >> �► ITEM TYPE.. LOCATION eAPACI M F I'Z MoD�I EM A RK5 W EF W.rr�u.OF (QRICi SYoRAyE LL Hr. ��' z z 11,50 �� 950 ►I ►� E N PI E N 5 ALL ee- evmpLr_TE ONErWELL T STAT 23 , Mkt SToR• d� �,Lp� •� 109 5w1TcN RAolaNt CE t L I N y � 42�5 1250 120//6a TNE21►1A poR N G H 121 Q • ( 5LD� - A MODEL T 496AL12ov) ,2?AMFS. —� �, F' t1 �� U � � r Cr NC.F1�,1 o N c�R E-ASE _ SNAL.L 8E COM L� e W '1ou�1 �� wl� �. 4 \24/ CEWT�►�,AL 906F }f0o p 2 375 1•�} 1190 I 208 -1-b o >r I) 180 d 7 B 2 �' VE PcUT / �T E F1 �► Wo M 4Ii ►ED 95*cCRIM E TERM�NA-PK r., DG-1.'A' U ►i .► >t ► �► ❑ EF H D IOD � R, H coN�5'5101J PARS'-A L 25 ' ►� u a �i � �� ►► N 11 540WEIZ RN Ir y �� y cJ) L R E V I S 10 N S Fal CITY USE OILY U-i E F l.�T.FIELD 411-IT DATE DESCRIPTION PPROVED HTML DATE r , Cf IJZIF REST RSM 10 0 �/8 860 (oo I I�=1- 6o y GEM- jZ t Ta LET �I Llr� � STREET ', 1 Q WATT'j 51N I TG�{ ATER/SE L J CRD i DRAM 27 `�I LET t La '' " �' '► '� II ,I : ; TRAFM G W FMIAL CHUX R/W f n EF STdRAGE � RESTROOMS WRLL AS CONT. V 1 tt O II 1,020 3/$ tOT5 1/3 II ,► (�M. 8-10 SHRI-L bE COMPLETE WITH 6Ack ,N . WRI,I, c7AN.��31UR. 5WtTCN DRAFT DAMPER G 1 11 6)!'C <<.,-;<, tip. THM PLANs WERE PREPARED BY: FOR POVATE Mw HTML DATE U DRAIAIII 1 MAKEUP AIR UNIT _ W • � NAS DATE A P-F i-+EdTI N U GAPAUI A N F-P R M A N G E LICENSE M,wsEn FILE . ITEM TY PF_ LocATIa�I yAs 1 TER 6LRVINr� .. IN T _ cuT� Y QN j Tr P� 6APaoIT*r MOVK . ELEcTK"L `r'1' PE �I Na �N7 L M R MODEL EMA► z I� CITY OF RANCHO C �Tu e- /I•t� I GFM I N µ, � KIM V - UCAMONGA _ Q . /�, Nz ' COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � � -J PROi:CT IIAIE 11 1=1.O�KE , o — CE t I NCS -FT F 111 031 S 825A CEPITRI U4A 2375 a� I.D I I(O5 /Lo8 I (Op F IANeNT 2Ox2o 2 �// H'OOD I �NIT5ML.L 6E cons L• c�I.IErIZ� W L 1 �}U h1C� CONCE5610N / EE 2 KE7.JOK CXE-125 r ,RT FLA HOOP NO' T TiTi� V Y- �J W� ONAPPMGVM io. No., eq-74+� N OTS : 0 1 Y YANAMR DATE 7, CITY ENGDOEER M AlCG U 1'D Al I% UNIT FANG rwH^I-L 15M 'I N TER LOC ICED WITH &BLASE Hoop . 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A Tl- 1.5 PART—A `�� C-0 REVISIONS Lu Z� FOI!clTr usE oNLr DATE DESCRIPTION APPROVED INITIAL, DATE —1 • oPt'• 'I71i�`1r'�1'1�7N-�. SIDE / , C�)T�olr ^J Q STREET ATER/SEW 1-LO p �'I-O I��,' vm ty I GRID & DRAIN iTRAFFIC u.I FINAL CHECK O O \ \ \ y R/w -- - - •— + , \ AS CONLT. V O f1� I ,I �` LIZ r2'�r \ \ \ I \ I THESE PLANS WERE PREPARED BY: FOR FATE USE u- SN frfft-115. ( 1 �"i+� �J'I�I �-� I' , ( DRAWN J u NTIl DATE -J ( 1 CHECKED `-�•+Tj�. �j(. j _: 11 NAGE D� —� a_ I t LICENSE NUVAIIER F� z- • � , ITV F RANCH CUCAMONGA. 2y2 Z N x l �Ls ��M F- -roe I COMMUNITY SERVICES DEPARTMENT PARKS DIVISION di A PROJECT NAPE w M I?��.1.IEIZ� � h1 E1.a Al,L J�tp.11Jd - I�T�� N o SNAP �v �s Ru ISS : G�tI.YA�N I� �V..�. ��4RTS• 0 - + SIEET T111.E 1d b° 793 PLATFORM DETAI LCTYP) �` � � � �• E . N N DATE ./7. t DATE q. CITY 0"*EM M J A F APPROVED SHUT _....__ of �• L ff F T i= I L p C O N C O U K 5 E P LAN . 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DATE I DRAWN U I CHECKED NAME DATE - [� / t LICENSE NUMBER 1Fk.E ' CITY OF RANCHO CUCAMONIGA ccr�y i COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ;� J PROTECT NAGE N c Y'E • SHEET TITLE �Ult,n:N(q �iYMMGE si+ic.,AL L� A O ' DATF TY 'CES MANAGER DATE Q ./ � CITY ENGNEER � G C--; ^ r10PPROVED OASHEET OF 411.i S cALG IM , \ 1 (� D N V O U � If APPROVED =� UIt wmn hu. f 7� gj I 0 D AtE 4 • CITY PLANNER ta1►1E �/�, v x Y z A•A A•D A•C AV 0 W - I 0 i ' I W c f O I ( o 4 � N °- 0• o I ' � L o ,It lax I2 L.ouvu w/Irw-T f ecR EF.N-TI I:a R 2 U 5ft AW-0 DRWc-, Fe F.: � w ��A�L Lo cAZIoN _ _ '• 1 ((o X 8 WALL +� c i- L D U VER a lOxio K K • IOx 40 � ' r�55 F,p, 1 toX� s J TYP.aF2 U TD UP APS✓. LIUI+TI Nc4 Q I ' :y 215 EA � ` V 12x 85 24x'11F�•D, 2375 - lox CROP, 0x6 (� KISE RAE 12c(o ' tTAW' LOUVI..R FSRF ��5 i5o 1 K �� _ K-� AiIZ,sa� . ex 2,�101 G6Db 14x 2b 12 T M/ ARC4• DRwy•� �e-T LOCAT 1ot4 u � 72 BE.�W KET i 0 2 2 � 101<&�- - - �/ - 10x(0 22x I 2x I „ T� �. SXScp F I IOw SEAM z-iAo our. 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' �L AIR DiFFU 95 . ry THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 2 INITIAL DATE M.d Q DRAWN CHECKED - NAME DATE ; Z LICENSE NUMBER FILE CITY OF RANCHO CUCAMIONGA COMMUNITY SERVICES DEPARTMENT PARKS DIVISION � J PROJECT NAME J r n NOTE, Z SKEET T1T1.E 10uiL,004tol C - A PSD u H d c� N. N.O• 1\ C . (� APPROY ,A ^PPR*ED xm No. _ DATI I-•/"f• / %U X MTYAERYICES MANAGER DATE CITY ENGMER APPROVED • �A£ T OF IM O �r M E ^LE DATE 2 -31 IBUXJXNG OFFICIAL APPROVED DATE " • Y ANNE. �� °f a►1E /jg� r �`SR3 CRY aI R P.Ejum r r / V \ fcy'0 0.- ) �,r�i P►R aFF�fA (7-rP.) O I � RLvI *D LOCATION FoR Q L4N !71 FFl1 h��Z C AT f Rsoo> ox Lv*e x' -c CL h,6•A , 11.L. �► 13 ex,S k4 cv � w 1 X. t x -� r _ O 0-4 Aw u w Oct -q::T .00 Oro S 21p 9 Lij o o `pro I � •�J ,o z uj pt pC CJS B V of CL p 0 lot C M.L. /i1 6+,? 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' DATE DESCRIPTION APPROVED INITIAL DATE �] JP T +� STREET 5HAFT ATER/SEWE O , (1 • GRD a DRAM v ' 1r I TRAFFIC w FINAL CHECK O R/W O! AS CONST. t THESE PLANS WERE PREPARED BY: FOR P WVATE USE —j � • i. INITIAL DATE <Z r l I DRAWN PJ LL1 .1 I ! 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INITIAL DATE ( > --•-- 18•i4 DL !8*i4DE---+— DRAWN 330 CFM 330 err CHE< GED -J`7 n NAME DATE Q LICENSE NUMWR FLE _ SECT 1 O N ��' SECTION ` �3' _ CITY OF RANCHO CUCAMONGA z� j Q COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PRaH�cT MAHIIE - ��� J r1 SHEET TITLE . W • ` JOB NO. M-7q j DATE 7 E7�MIJNT E MANAGER ATE CITY E/K�IEERIL A lilt APPiHbVEO � OF M R E ST R O O M N 2 QCT I O N S -SCALE I - - H V A C PLAN F O R �R E s 7 R O O" N Q 2 s c,�.uE r- DATE OFiHCIAL aHAM►.�H� �,, _� ,273 �' " '►P PR°tl ° I I- O V = I O DATF Y PLA DATE `r► NO. A 4 .. . •- -..r" '+-, - ! L .. ._ --' - _- •s. _._�.-- - -`-`--. _._._....__ -. - _ ._.ee_..-.. - -___ .._..-..._ . __.. ._.,.. . ..._.d.__-__.s__-_1 _ __"-__t....tl. ._ - - __ . ..•.i... ._i_. 't.m.t' -:►,... _._. .:'l.._ ._.• ...1._. .�':.:._.._.- -� rL.. R y , a 1 • O K 0' C a� 0 Q a� • O (n o U / O ' ly, N 1 -rtP� D CA 1 j 1 r I i F 0 - _ FC16 u 0 G pp�CZ z U !^o(a GoIL CON N J -- - --- i,�� GH. W. c� K -- ---2/ - ------------- C O ce O SCE DETAI Leo, M r . i _ CGo�I"�h t_I NE ) �1 O � ' i i Loci= 2x4 �, L 4, i PP'E'R uN � V 13 1 ]ail r,;711 ra 01 - z LU Lu z 4 5 F- a. z w V) Q O N076 ' 1 • � AL.L LINE SIZES I���� AND .ESS f2 SHAL L. BE GOPPEIZ K L. A D 1.5 PART-A - R E V I S I O N S FOR CITY USE ONLY Q > • t w � DATE DESCRIPTION PPROVED INITIAL DATE STREET _l ATER/SEWE _ — • GRD i DRAM LL1/ TRAFFIC ll..� FINAL CHECK UJ,'/n� R/rV V' AS COMiT. jl t— 1Li THESE PLANS WERE PREPARED BY: FOR PRIMATE USE INITIAL DATE z •! RAWN �J ' 1 CHECKED O _ NAME DATE t_L LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION A - PROJECT NAS W 1u) SHEET TIRE t •,�j ,a wog d° 793 DA . i, $MANAGER DATE • f CIT1 ENQDW" r• M 4d 5C A LE PATE , sN�T of A L15FT ff I E LP CONGO UR5E P LAN . -- a AL r- o��o Ma D a►wr 9 18 Y / / _ 1 N• I � ' O V • � W l \ - O cv + 0 CN N O, P C� R c Ile Lc N m z�� o� CNa ` � I dI c y oc X O 44 .o 3,8Qrfrl►Kt GI•L W. X Q lo� J� I-ZcqF>M HW — + X ik °s ,s, �NEs ' - _ , ► _ VZ (::H. w•_ j-rl _ - - 1y�p ,� �' k a' o W fOI:P- C,oNTI NUATIoN Z_ c St✓E SHT, M--q.,+ ALSO sEcT. 1/H- 4- G V L1J 41 T ? 5 N \ eo,c 5 y Pte" H LiIIIIi \ / Tp C 1•\ •� �04V5#pSG PN H.w � tiovS A- ; - . - AL-L LANES SIZE ,gam ON pre ' ll� _ r. r E SI 2 S M I-•�ST F3E I IN C.rQSE� _ r aN I zE �.�,rzr.EPART--I - - - _ — _— _ _ _ _• ci) AL-L L I N SI ZES I X21 ANDL.�SS R E V I S I O N S FOR CITY JSE ONLY W W ��aL CSO DATE DESCRIPTION APPROVED INITIAL DATE J * STREET J Q ATER/SEWE GRD i DRAM ` ' r r I _ Y TRAFFIC v CON C C)01 ; SC FINAL CHECK � W C R/W vl CIS A; CONST. �') Z ITHESE PLANS WERE PREPARED BY: FOR FRwwTE UIIE INITIAL DATE �' • . DRAWN � U CHECKED O T NAME DATE LICENSE NUMBER FILE F CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES PEPARTMENT. PARKS QI IUN ~ FROACT MAZE N Corp, % s+r6ET TIflE bNll.b�N Iq 4YMM�T'p•lc.�►L W 66, A►izoy N b 4:, L A APPROVED _ 1 { xw No. b9-'19g DATE4•/"1 TY S MAft DATE CITY ENGINEER I/' II I APPROVED. `" -� SIEET' of �3 iS CAL OAO , 4*U W C APPROVED NO. iI d „ ,, j DATE --ri-444 CITY PLANNERDATE /I b�; r V �( y z . A-A A.D A A.DII- 0 W O, I I 1 0 CL � 0 o " 3 � i N ? ' c i16 A CN � 0 `< \.. I --I js� 0 S � CSN _ : _ ,, FE T�NCJ r�9' H.W. 1 o ATioN S I� ---- - �, /l1/6 ... '{Gap __ _ �_ r � " -_. _. _ �:_- - _ •� - - t i M �- UP .� - ----- �- - - - - - P Q — O ( L W \ f f C P U 14 YV• IO. S �PIJf cH, W. - m S R C GoP°'E(R L.I N E S 6 �t.q PM H-W. El � Z - 11 FDOD W W C.�5 510 N 7E] Z Of _ LL J1 ' f Z • t ocC 0 U a- z w NOTE : ALL L•-INE slZES I %4z �p AND L.-ESS "- f • SHA lr 1.., i3 E GUS(-�E�, O z z �5 PART—A s R E V I S 1 0 N FOR CITY USE ONLY U W DATE DESCRIPTION APPROVED INITIAL DATE '(J STREET ATER/SE W E GRO a DRAIN ] • r TRAFFIC • FINAL CHECK �� Z LL R/W _ (/) AS T"F 1g,10 � L O 1 THE Lv • SE PLANS WERE PREPARED BY: FOR PRIMATE USE INITIAL DATE Q 1"'1- • DRAWN A U AtCHECKED W 1 NAME DATE LICENSE NUMBER FEE • CITY OF RANCHO CUCAMONGA ►- COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PROJECT 11A� V • SHEET TITLE / n • D APPMVED Nrr� 1 . - xw ND. DAjt - Y tiRVIUS MANAGER DATE CITY E110ER I II M EO DATE SHEET OF.H GONG ouRs � � L � N CA LE Ar•RoE OFFICIAL ` .43 A ��• DRAMLKi NO. � z73 8 s I -Q DATE , . Y PLA ZOF EAST FiJ COAT, IRVINE CA EH 30 l C s X F 3 X X � / x y 1 .�/ �r X X x �o TP / N rTT + �, N 4 p I — Al N D 71z, i ! �I LJ Z Q .. , __ �► u — _ r. . 411 y .17 v Z tt I 3 . Je rp \ G l ~< V. �, tL 1 N 1 / 1 • .000 nn v m )> \ \ de Z lu p \ \ m -� m z \ o tp � zo if x > v ' nnm •� m . 4 1 C S Z O 2 m Q � -n - C m z < m � _ , n > O : m Z Z Wo • ms ; > � O � 0 o D zC . 40 v DD { � > > � $ i � Z _ zz � m SttFET TME NO. ISSUED FOR DATE lY APP. � t`TEZZA�JiNE F'_OG�- GHi .,I �p HO" SPORTS COMPLEX ��, .A -y VV/, 7e F I I�I N C=- e D t�fz,d�Nll�lc� 2 l 1�1� �r CITY OF RANCHO CUCAMONGA , CALIFORNIA � 0 a1 T CH•o. eIGIF+F129I ARCHITECT owNER GRILLIAS • PIRC • ROSIER • ALVES o PLANNERS • ARCHITECTS • ENGINEERS o 4940 irvine boulevard suite 204 o irv!ne, cal!forn!a 92720o telephone (714) 730 - 9730 J y . O F Li cy) 0` O co 0 vdol 10, I 1 ❑ \ M \ NCN p I \ c `� O` ti \ x N m / `` \ c \ ❑ x L>l V XlKr 41 w w \ \ \ \ \ , •. � WNb of L)Q V ❑ Z C� Lli z (.*n U W ULNA M.L. y PM 4 1 4 y •sir d - t,qq p, 4 16L� V1.9 evil ��,G M 1. 9 WPM ,� CSP Q I TO F o Gp rz M AH- I V LLJ A PO4'icy z 1C z N� � �►. z J CL PART—A ci) LLJ R E V I S I O N S FOR CITY USE ONLY � DATE DESCRIPTION APPROVED INITIAL DATE 'J STREET L� Q ATER/SEWE 7 • GRD i DRAM �' " ri TRAFFIC �_I__I I Z�S I ��. I � ��{� l...ES S FINAL CHECK �(� J' R/W \I S l�C�e GO F F E R . AS CONST. Q — O Z0- � THESE PLANS WERE PREPARED 9Y: FOR PRIVATE USE ,/ NTIAL DATE I DRAWN jj v CHECKED I NAbE DATE J [� LICENSE NLAWR FILE Q . ' CITY OF RANCHO CUCAMONGA Q COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION Z —1 PROTECT NAS twll"01�41!� SHEET TRLE r- ( I AIROL4Nb Ct U.N.O. 1 tL W APPROVED / 1, APPROVE[ Joe No. e09-1910.) APPROVED /`.prIluw�s V S MANAGER DATE Cr. 1 CITY ENGEICEA G E N r W- A N P co T A N h p r, E 5 5 O SCALE DATE A . OFFICIAL SHEET OF a��a .� SWsn�r►«c�rACa � ' ` �� � N APPROVED - 2 / ` Ao�o�Mo.�ws� Q � DRAWNG.r r e DATE ^ .. ► PLANNER `t DATE -_- oe , • r' N. cy O 0- 0 O cy') ' 30x22 C70wN Ta GfwJD STAND/PRs. &yC FLk 2Ox til R.A,FROM MELZ ---- - — —— - 4' _ - O if 1/4 _--- -- I2x /f10 = H.W. PIPING ,� ti• 14x8 LINaArZ c>tFfu6wR, v r p 24� 12, R T• Al� DUGS' 20� H.W. LINES '2 We Lit., L.�VEL. , Np F L I� LEVELF N CPIs Rao x) ----- ---- (i�'Czmt lavx ) I° d M 1 � 4 1 I , 0 - 1 I FLAN6iE.P RET, AI R I Ort 6t. 4ONTIN000b J, J- 4 H.W, S 4 rs LINFES ( q) LWFAIZ, DI s�rzC) fw \� .. •W. SIJ PPLY 4 IMLT. L I StES 1 O M-22ANINIE FLIFt. LE1d L Lo • '` �1E2ZANINe FLS, L ML H.W.H•w. ��NC.S i U 000 0 i lo)e IO -w- {ix2a �.A• C7UG'f 2oxG V ,uI Q: y�,w I � ./ � li3x Zo Q,A•�R1L� f -- qFe� R I SxBc�R , a 100 a,5A 2s} Af.� �' CH W R 12x48 W, LOUVER Gly. DAf � Q *DUCT W1TH ' - V ❑ vw L, DAM - +GR�uN 17 F Lle. LEVEL. , _ �,IZ QR.OuINh rL.R. IrEVEL o O N �aGAL,E S CA ll �3 ff C710 N 7 H JOU C,r E N 7 EE R GRAS iD GTPrhsJ 0. P h.ZS SOX _ . _I � � _ � _ _ SECTION 7H RU 'G EN T E R CRAN�:) STAND AT STAI.R -O 1 P '17- 4. O x �, 4 12 A1tZ IN?N�a C� _ .— �oX2 _-L 0UV�L SEIr SIRE t: � peFZ RATED �P rrwl cT ,� / 2 H R. I4^ SHAFT ' 24x48 W, LoUVE� i - I N Ro FDP-M&WS St E AET. W ED RETAIHINei AN�L� Z 0 - ___—� _ RAT CoNc. Iy2 Iy s�� oc � -- '22x30 - -- , PENTH�U51aTAINI 6I E 04 20 0 1 o Q , - DiaM PEI% rjpLEEV&' 16 GBA• ` , ' Q rep P, 6Ll FUSI�I-E LIN 42 WZ RATr•.[� � i ' �4 ' V ❑ ,r s �'- SBFT SESX 22 X2v R.A DUCT FRA-TEP ' E IN�• r ,i ,r 2 P1C.� IeI-IZ.LEYEL. r� �� • i ► � ' 1 � G� GiaDiZ � Z w 20 x l 2 2Al2 ". f ABX-,l�T� �jp��, L. SNS 0 4 M ETA Z - COL L.AIQ O '.i i ~ `---*--COLLAR �oIZ V z F R PwCT c T ATTAGNbiEN cn V w ------ SEI D T. b.� bUCT ! ^TTi�MMI�.NT'- ° ' ? T { *xlo R,A --- ARE DAhI O C/ �f"c9 P = NDT E: ALL �RE, PAM PER'S 5MLL, M CALL R,N IA STATE IRE O V w �� W444 LL 'A Rov&v N D a Z ►- 1...�I - A FIRS.;t;l& SPE S WiA+L.L ae CALIMC>F 1A STATE , PP DEAR A LAgEI RUED 6Y cn Q — _ IRE L,LAl"PIROV1040 FANO lWoNR A Ll!L 4 TE FIRfG MaRsE+A►LL �►s wr_LL �s BY Ahl Wim, cc _ I QSUE SY•S-TATE' FI R6"��LL..AS WEL.L� `> T��; A E4Jd-Y�,U.L OR fiJ.Q '5F�o WC -fyE.' O RATINh . U 15Y � `APPR0VM0 TESTI N fa Y L. CU. .01Z E.T.L.. : i < � Q QHOWIW& THS. IATIN6► . I--r Cf� - V W SOL Nth - z • �uR. Levet. z . Q Ld CTU L. 6CA�E _-_ -SCALL, sc,AL ❑ N ! t)l NA SECTION THRJ PENTHCUS� ,; SECT I ON TH KU -PENTHOUSE FLOOR SECTS ON THRU GKAN � STAN n FLOOR � /g I t4O N F. � N o N 0 R E V 1 S 10 N S FOR WY USE au► �1J - -Z- -DATE —1 i a STREET O _ AT�aysE L 144 ,=-- � F 1 SUp PO}�iT (TYP.� , ` SAL CHECK V = w CON0 Conn. ti " THESE PLANS VIM PREPARED BY: Fm Pmmz USE /---14x1i0 R.A•DUCT -� . _ manAL DATE I DATE FLE 1 < � 190 EA• ` CITY OF RANCHO CUCAMONCA z TrP. �F 4 COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION I ' It9 12x6 5 ay, PcT NAGE o - -� - 6r21ouNt'� SLR d- �� U ,t T i ! APPIWVW Kt . )06 NO. D MANAGM DATE-4- y S�T I C)N tit TNS �. L.S QiArE o of _ Ali S ECT I ON THP-LJ RICHT F l5L.p pI eL..G-o l-re H^N n ,, -► _ �, A - - OIM IQ ND �13 Y PuuW.R orf t . EXHAUST FA 1, F REAst~ T9AU4 H 10 - rF�` :ARMSTRONG __AJP. :VEt�1T E-LINE INc "5 itJ WAFF� WP�� 24 la h 1+ VENT C11RC�R FLSH GtJTR• � MMPEK►TURE -INDICATOR SuPPoRT OKETs WIFANMINIMUM 3SPACE. W R .C.11�� L� �J? _ S {ZI NGS vl ERAT I aN LATofZs O 1ti I� T6tLE G-1�,NN EL (y� ET �. Roo F I N� ?ETA I L 21 -- --- -_ _ _.. TO - - - DRALI�I I I � ��• �'_:-- -CHECK VALVE _ :_ . O O y4 Roo c,,D E VALVE .. f•Ah ll•-.ICS GoU fJ'r>%i2�:� MINIMUpq 51.OPEyg/I _ 144 9. RAISF- AC�i 'SEE DE TAI L�► I , A b.9 _ - k FA N Ahl�..•SF..E A•1VAg, tZ lRE tZA ED a N.M. HALF COUFUNG _ _ - P FOR F MTEP -SEED _W_�T� "Te 51M O _ I T ARCR, Dewe- � •����_ - _ --- !;� --- -- - - D ET I L� lAb-5 � 1 _- DUCT. RETURN - _--- - --- - A 19 _ -ihllaG'�2E�'CO Lt:X CONN Q Q) - �HMf _M�?'�I;t 5G �- c�E HOOD cEI LI - -- T� ISIS DEVIL i� APP I&Ae FoR AL � NATIvLI- blD * 9 I/2 ° Ul GREASE HAD EXHAUST SCALE TAC SCALE - SCALESCALE I �, ; SCALE r O NONE BOILER S K ONE DUCT -TEMP. INDICATOR Al P\ VENT IM5-FALI0\J N (.. NONE l I I�J L.,I�I F FAN 5UPPORT DETAIL mNONE � NONE J w - N Q . ly- cop rap- 2/s,►•�t�E t�S o �I O� v�Ac-vEGw� �" AUroMATIC T� PSI�� o c;k. CnNtJ. FLIM-•-:t?IzN• AIe VE T - E r�.1 arAu, - - _ x �, vJ L. Au T FA t�21x I�2��% � A E X I-I S tJ � �R.rrti��t2C _ P�At-a►..I II�G� y - - ro.�A N.h• AuUI _b' °� , N o�Jh'f v� ruhTI�C. Lwtc e� � 51.E 0 0A.0 patz .. f 'r ,.�� ' MIN. 'MIN. Iv e, 'd'TTq�•IA�NY - - o . 'rHE[2tiln- t ( 61A, H,P-. '��t. 4Lf,&V6, to MAX• N Qj MAX. W ITH �'•q- F"LAIJ� ot2 ' I - _~- _ II II I I r _ - -- - t btuht%.1�• I't-AL1l � _ _ ... p JA Feil IhT�I� �12•I U.0 00- _ Opp Ta Fes- �a DR.Q.I f.! 4AI.4 ]I� n��Nl t Stt�J-L ' 1' 1 p� 49a 1e1I� P��LgNG j t►1C-7 " ��I/I1%vt I�.._ hlf. t%- I R E S 5 ��LV>r �./� _;;,pp . ' }��may! pprr A(,r:-=p ,�2.,A I. 1t >;t/�AGG�.hS t��►o�D`IZ ����� :''.V.• ' � '.' _. -- G-•�AU D E K/A L L 5� L - I lZ _a�u�n .� AW_.4��� --PpLy �.: M,��taLL AP yOp Tv . �t1�- r l - ., . -� E2 J Gr - _.g . .: I u En A,�Z I VCV;4 �jA.LL �/a►L�/� STfLA1lJGR. 11h� .liAhk0 AL, Zl` �w �,r�pt.Y �o�l dt ol.l� - - i - ou SINE \oc/ALL • "i'1 O D O �;HILLE D HOT WATER COIL PIPING _ SCALE SIDE WALL REGISTER SCALE FIRE_ - SCALE SCALE C _ SCALE 4, NONE PE DAr" I "CR (MASONRY WALL) FIRE 1='AMP EP WALL CX HAL] � T FAN T NONE NONE NON E NONE 13 U I L-7- UP t OoF I NSaVATiotJ Z - U META1- D�aK O w O � � µ 01 v 1� 17_V. WAL A}�LI hEE hLHga V ° / od GT plp� �I/r v� A�:- -SCHEDULE FOR BRACING PIPES J4000, HAA2 s.�.I 2.10. Y,NI Z. LAlZbflEIZ _ X PI VI;I�jZ.AL - 19L I•flfJc��Ut7 '� GDUu:@ T-- \ A "1'1 •1.1 v b- t7t✓ __I�OL'�- �l2 1D'G AIJI4t.I: -A1Jl� I.E A.Q4-i I.1✓ alA"L,0.1 .'�.' hlZt% w Q 2 �S 2x 2x I(oJc�.. 2x2x 140 . 22A2 Zxlb TYt� Z y2 -J V . \� -� MIN. f•11N. �" W IDE"IvG,A u d ��rd 3_H_ 2x2 T 1(o6wk 'Zx SK 1!o btA 2 2/c 2 �I "TYI IZ Z W _ a5• vuc 45' S•M: 5T Rf•P ;��• ' • ---.._�_._.._.._ � 2 V4> 2x UR(4A - .xZAtt,.hA. T/1-Z 'L5.I ---- t� :91 -VIZI Z z �• ` . � Allz �Lo ' - { _. . ._.. . � I �r�' 2x2 2x2�lio (�, �ix2Y�xIb�A I°� p n I cv UA 2' "t`1' • .� ,•• _ SEI 5M1G _ _ - { q Y��lPub'I`f I, 2x2xx_I�deA. ° Q / � -RES I RAI N TS PUcT t�7 61 l;dsr5 2 2 - 8 (� V �J . -3- ' . -t� ;.• •.'� . - - L• �'� _ /2x2 2ut,c11oe5�, 2xitrL�A - �t ItJhU lutes (ou 2 Z�Lx !2�1Y 1"Y 6 z =, ••4 . •.; __ _ _ - M,�17, IR*Ul.A I N Ills LATIo1J •••,• - �ElLLr1C-� T G t" WIDE Id o GIA. S.M. U - -- MDT - -. -- •�,'y ` '_ �' •'' '_ .:'• �• •I' . .. �, EXHAUST FANNPNGERg_ :..... -- • pC O C� - � •: . . _ -MAX, LIP o s 2-I 2 I.D. AND URGER- �G, 1. BRACE ALL PIPES WITH / = f- '' t• 2. DETAILS SHOWN PROVIDE A BRACING SYSTEM. A TYPICAL VERTICAL O U J . - , _ _ _ -V UGVc C.l - D �3d1r.C1 dE SUPPORT SYSTEM MUST ALSO BE USED. HOWEVER, WHERE BRACE OCCURS. , . ; .r• �'. _ _1 - , THE VERTICAL. ANGLE SHOWN MAY REPLACE A TYPICAL VERTICAL SUPPORT. CL Z � � •• �'��(•� _ _ '' :;':; Af�JU5TA13LE GEI LI1� G'1 tV1z"*wIDE GI .5 M, 3. TRANSVERSE BRACING AT 40'-0' �/•� - - DAMP _ , 1��0�EA - r jA�� o.c. MAx. ; Q ♦' - ,::• t M, ,!. >: %:•;.;\•,�Y• :J.�. ,'1.• i'.; _. f�/`MprF..� i-•af+[_.L- .ffL�� _ -_ .-•_ Ifs L� }'7ry� 5• �. S IZ H A V 44 LONGITUDINAL BRACING AT 80'-0' O.C. MAX. • - _ ' TRANSVERSE RACING OR IPE SECTION MAY SO ACT AS ' /� � 5. TRA V B F ONE P S Y AL ,' `;ti.•' Vii, •',���T��;-• � ;'�,•``�; ` t'•�'4•= �' • •• _ __ (�1G�� 71" TNR .! Aa1�j,�IDE L� �� � ri' IIS y2 LONGITUDNAL BRACING FOR THE PIPE SECTION CONNECTED PERPENDICULAR LI _ - �� �I�rwuL4 I TO IT, IF THE BRACING IS INSTALLED WITHIN 24. OF THE ELBOW OR TEE O � M %j : - -Zllx[-t✓ ALV. AND SIMILAR SIZE. • ' � .• � • GlrtLl►�G fit FEUSE�(Gt7} T1.1h�Ie-r TV,ptL n0W: 6. Do NOT-USE BRANCH LINES To BRACE MAIN LINES. 7. PLACE STANDARD CUT WASHERS BETWEEN SHEET METAL 'AL'S AND NUTS. } • NOTE 5 E ISM1 G REST tiA I NTSI ARE .. ����__ � F- _ NOT CZEc4UIRED WNE1`I A IS V � LESAb 'THAN 12" w z CEILING EXHAUST SAN 5GALE C EI LI NG DIF -=USE R - SCA`- DUCT HANSE:R DE Till � (TYP) SCALEPIPE HANC-� RDl-: T-AILSCALE ! � - - sG�`LE �" z NONE N N E ( TYP) PIPE HANUEP SCH� UI_IL� (TYP) Q O � NONE �� � � NONE NONE � 4>, � n -- - 3 ° r�TF[GATf0N _ t�oc -r��_C-I HANGED l N s u LATt� __ PART-A '5 LA M_ 1 D OR E : _ _ _ IFiG�►T(ON- cn w R E V I S I O N S FOR CITY USE ONLY >_ / d ORE 5015 OR MAM. C'r�lE Q DATE DESCRIPTION APPROVED NTIAL DATE STREFT l AT>=R�sEw LLI . . ... .. - .... ... .. c.RD i DRAB TRAFFIC � W SUPPORTO FwAL CHECK u - ( I -- _ LINIlT�✓"Nay' I I � _ .- FK M STRUCTURE ABovE I' MIN• HAN�aEi; 57P4P Riw < O IN AN APpKoVF,.p MAI.INEK 6oLT .1s CONST. Q E2 Mfg-- I I NOTr' \ THESE PLANS WERE PREPARED BY: FOR PfMVATE USE • 5-� ) I 5L15MIC M5rRAINTS A. INSULA IOt.I I SUPPORT SYSTEM MUST NOT 1 I DAMAGE DUCT OR CAUSE OUT NTUL DATE Q U _ _ I 'H i_G1G C.gS OF F-oUND SHAPE. DRAWN V w - \ I CHECKED _ 2. DUCT SHOULD EXTEND ST4AIGH NAME PIPE 51 ZE I hr L tc'�tJ DATE - I 1 n 5 r R. �rAL U E For- SEVERAL INCHES FKOM A T -FLEx15LE DUCT LICENSE NUMBER FILE z • ►.CGKES� rH IGK.IJ c55 ( tell N l w(u Nt) CONNECTION tEFOKE BENDING. - - 3 MAx M M E B LE CITY OF RANCHO CUCAMONGA Q Jill, 911 \ , I ►�J' _ t D: ".C�tRt -- , t �0 _-2 _ _ __ _-- - - ...-. -_ TO BE Ile PEK FOOT LOFI SUPPORT __ �._ COMMUNITY SERVICES DEPARTMENT PARKS DIVISION MIS]iz 7L�� - _ - i - -- t _ w•5 . sPAuNG. I PROJECT NAME J �_ - - - - - 1 2 A N D Al2PI t V-2 co,-S W� _ V SHEET TITLE MM ROLL R-AiNGER _ .. N >• 0 APPROVED 0. DA TY S MANAGER DATE CITY ENGNEER SCALE _ SGAI_E � , APPROVED __ m �• PIPE HANGER DETAIL (TYP) PIPE: H� �R DF T ( T)/P) SCALE ! , -, - 1 r , r •-- A ` --- DATE OFf1CHAL SHEET OF P P N� _ HIL PII I J�1G INSLATION ( TYP) CNo E17 I F L E , , L H ►� t._ Imo, �.TA ! L. QED - 2 N NONE , NONE `�I ' J oaAw�a N ' DATE Nol q o� z DATE � /9I & OGRAPHICSIACCUPA { LOADER NO.A411679 9 FL1131 3 • KWR. - r �'RONI SYSTEM EXPAWSION 'fMK I j W/A.T. E Izt:55UItE tit. E� c� .. 7N"J ,04Z hva hul"lrh VALVL~To rwor a7loK r\ "fp•h�I� h�GN G l�U L Qtlro rlAT1 F Lc +G/43co, Cr ply �S111�.-1�7000t1JG � YAI.�I�h GLD►�iIF d �X�F'r I�UI� cANr�l. �PI-�- '• YAt.VE �Ah�i I��p►L.I . . PT-2 II ID-P--TAW ' 61 SI�G'T'ID� I�I�iG ^fGG1� sEEOET�t. M DEWL T�'IN w-Au .t ui 10Pl.00R 51NI!�. NKTROL.l'A9K O :1. h PI IIJQr' _ c`'� 1"A}J At�l�l. AAU60 AkAhh ING INa TT � � 1 � r4j:�UVcam- cap VA1,V� �T `C>� P�►'>oMl�Tic� �LdN/ � MAW �/ITGH. TYP. QUIGK�It.I.�tl(,�N�t2 Yk}�11J pRfhhUQE I L E 7V Go�J1'Rol. vAL.VE(� h�'i-lj�,A=lo h I�tH p01tJ'� �y.H Up U►J Id1J IIJ v��TII,AL LIIJ� ' V^LVE � (MWlaWEK •—��jc6g;Ul�:: .' .. Lue, wr( H.W.S. rte: V I I I �-�E alp s I 1 _ DLJ- 1E F'LI e •GAu�� c»uws St:T a s i K -- L VALVE - i / O �� Uts�l2ULI I /--b�cKFLoW ha�vr=►�►r>:R��� TO hI N��f✓ l.U( O }.1 61�'Q� SLE v��TM1fc pAUN uALvE +� ' t��1/'�12 (AJ..^/�. I N ��•�� LIIJ E u �•acvw t-t�u ��IJ Fl?nNG L TA�lIC :QLIIcKFILL THERMOMETER (rip) j (F-�1i? 0 1N �G I h i Flm�c C"a ssuaE c&ucs< nrp PEI.a VALVE • ; �-- �r0 H,w:.h tir�,� ALEX l,� a W G.vi/,''fD GN.W h'f " rJ20AI% G4�N EGTID� 6 '�aw. _ LAt1U�Ks VALVt: p ("P) . SINK �J(�E� RoLA IMOL uR�t+G TSP t 5 W/FLAW t'I�kt1RIIJ6- �'�. .u. : f0 Ft.00K ❑ 'fb t°L4V�t' SUGTI0�•1 _ I aR —�` Flax T11P. GoNTlcot, t11 G}{.W.:hYj' IL S.oNrl. I F + I PIJJCl- W Tf=i� LONfKOL ,_ 6Low —�- TYpi u O N 4i, W.,els b�W u voµh� r_ _ CNEMtUI FEEDER—/ C411LI,�ED WAhR R GUDLEO �R01,�,IR'(ROL AlP. dl)'�UtiE� - FtMP n �SE� CHILLER i '/ � �, to�LO1JL' pAp �I O` aAS� Mo� fl �� IMir P, ® TR KAL GHEMtGAL God'fg4ir i 5 11GfiU I -- Prlr FEEDER OPE�TIP6 LIMIT. TEM. ComyaLkg � U EXPANSION TANS ISI PI NC-- D�TA�IL scALI- CHILLED HOT ytWAT�. PUM(f �ONNETION DETAIL. �c>� E. GHI LL.Ep WATE.K �-Lcw DIA KAH SCALE SPACE HEATING HOT [ ATER FLOW DIAGRAM scALE o A T rJoNE � � Igor � � G ,� NONE NONE �" pl� o � BREI DEBT HORIZONTAL WALL COMBLIST{ON . Z O vFNT CA= AIR INTAKE CAP N � __:..... . 0 ELAS N t�U _ 1���� - � , 1 n 1 T - SEE DET X9 ,9.' O ._ --- SID IN�JIs�TIDN RH-I oR RN-3 4.1 RN-2 oR RI-I-'q _ -... . . 611 c a U M E:-:T4 � 0eG� w �rFttJG r;UCT\v0r4k .� ol v✓N - : - ❑ w z_ 0 z . w - KED E. VE C,�P D � I L s c.A�� r- - 5 CA LE NT TA o ,� RADIANT HEATER IH5TALL /4TI (0 � DET (j Lu koNEU . Q . w z z Q C w ❑ PART-A - w R E V I S I O N S FOR CITY USE ONLY r (1 DATE DESCRIPTION APPROVED HTIAL DATE J10 Q STREET ATER/SEW GRD i DRAIN TRAFFIC W FINAL CHECK I I az R/W I lQ1 ` O AS CONST. THESE PLANS WERE PREPARED BY: FOR PWATE USE MTIAL DATE < U DRAWN C E•QCED �J NAME DATE LICENSE W MER ME Z CITY OF RANCHO CUCAMONGA Q COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION (Z I PROJECT NAME SHEET TITLE W • W ,oe NO. 89-194 DA Y S MANAGER DATE CITY ENfx1EER APlR011E0 SHEET OFM a� *a DATE OFFK2AL ArrRovED DRAWSIQ M1q]OP-3 I1 ATE CITY PLANNER DATE BISHOP GRAPHICS/ACCUPRESS REORDER NO.A4076 _.r • ....... _. -_ .«sem..._. _ .-..—.._- .. ..� rr I I 2 5P FROM SUS FA o T O _ �'v I M o`�T R�MOTE. cx►T l,�.T � H RF I Tc o To I I s F s F I I 0' ©UT SIDE 1 I JUMPER Q i ly - - - - j - - _ --t r - - T I� I O I FUTURE Dec Pti �I J II I ,� ' = ROOM THe4z-MO STAT ^ coNTAG-r I 1 �, `t AY-P '_ I I MAIC U P Al R U N 1 T TIMER OE, EXRAUsT � MOTO T VAV MCK QTY P) C brutR cIRo AIR HAN D L F-FZ '(AH-I) I I 0 u1 Q z o8 Z sw I I T f- 4ILL -P_ T 6 FS GoNTP_oL rm �p PANEL �F z �� P sw ELEVATOR MACH ( E STORACI E ROOM r . � ° 94v EXHAUST FAN CONT OL D 1 AG RA M J 5F W TG0 = TIME GLoGK. Tc D a SF - - - - - - - - - - - - - N.c. - - -- - - - -- - - - - - - - 0 T� = TINE C-Locr. &oNTACT W1114 � I � TuMFEI: Fa V_ Ao.� 24 V I F -, — 01 1 MAUAL er, P,�S O FUTURE DDC RF I I O i L _ � CONTACT i i —#` S F --�' 2 T I �- - - - - - - ° � � li W GNI E. WATER G RGU T IW61 PUMA G,v o LlN C --�f— - AxiLIARI Pump CONTACT (CAiLLEK Cct4T90L rANEL RF N C P � i II = waT� Low 5yy I GN G•I I LLE� �N �L o L TpR --_•�.-_ = MANUAL sw I Tc�{ F T C T P NE ) I ALAKM . I I .lel F'5 / V = GREASE ROOD F_XHAUST FAI\I MOTOR TDRZ I O A ARM (eAILLE4Z CVWTP4L PANEL T ' N A LCcjwiLLF*_ I SF = Maw UF AIaZ u IJ I"r SuPP�-Y t=aN MoToR , '�--- M NUA 6W I TGH c©NTRoL fPA Nr.L _ o _ µAND-OFF - AUTO t WITCH �r = STEP DOWN 'IRAN5F•eR M EIS � ~A -7r; — - H.W. yALv�- - 112-OV.-- = HfEATINC-i R00M T4•ERM05TAT 0 DM > 0 = OU�"51DE A1K �"EM�EKATuR� SEN5J2 MAKES o L T . I T 24u D .04 TZ - o.L �nO6, = 50LarNOID VALVE.- ONCmIAs, LINE SEQUENCE OF OF TUMPcce �tv l I V/ a II V,A V �X FUTURE DDC I I 1. TIME CLOCK (TC) ENERGIZES THE SYSTEM AND ACTIVATES THE CHILLED WATER TYrn I CONTACT I I > 10 PUMP WHICH OPERATES WHEN THE OUTSIDE AIR TEMPERATURE GOES ABOVE 60•F AS SENSED BY THE OUTSIDE TEMPERATURE SENSOR(To). — — TI ) - I I I Z 2. THE PUMPS P1 OR P2 RUNS ALTERNATIVELY BY ITS OWN DUPLEX CONTROL. 4 L — � GH.w, Y,ALv� O 3. ONCE THE WATER STARTS FLOWING THROUGH THE SYSTEM,'THE CHILLER ` T o> ' CONTROL PANEL TAKES OVER THE CHILLER OPERATION. 1 1 — _ 14_r4 /A . E I 4. THE COMPRESSOR WOULD BE TURNED ON WHEN THE CHILLED WATER L — — — I TEMPERATURE RISES ABOVE 45'F AND MAINTAINS THE SUPPLY WATER Y V ° TEMPERATURE AT 456F. X ya L v < C10w S AS THE WATER TEMPERATURE DROPS BELOW 45•F, THE REVERSE TAKES PLACE. "I"�Z .J V -I _ sF suffLr FAN MoTolz miL Iz Z w r _ = TIM C1ocK G©r1TALT w/5Y fM' ViT = PKE�RE P1 RE N T IA L 5w I TG H- - 2 O w CHI LLER CONTROL DIAGRAM , I NORMA LL �s T = Room 1W-MosTAT w N SwIT z Y / � � o V V 0 H ® 2 = Tl M A D E LAY RAY . P eLA O N MAK Z) Z Ian NOTE;- cooLI NGI TG�PERATU RE SNALL BE 5ET C 7&"Fcn V Lu p . SND-oFf- Aura 6WITGN • —� NEATI NEl T Ew+P4ATURE `E*+ALL bE 5ET (oOp F oC O (JO A TOK = TIME- DE.LAtr R IA'r CoNTAe-T = Lij �- 12 CL TC SMOKE DETEGT'oFZ = AUDI e>LE AFZ ALM 5 D Z I-- �- cn � I t i JuMf'EK FofC i p , FUTURE s� SUPP�-Y SAN MOToIz col L '— = TI+1r2Mo5TAT (TrPi4AL1 O Q � - --4 DDC CONT�►CT P - / RF = (RETURN FAN MoTOR. Col L T �- Cf T. 2 Y'm Q� I ,, V W G Q s swrL F*4 AUx I Lwzy c*TAe_T DM = DAM Pe-R MoToR COI L � Z Z RETURN FAN AUX I L IAP CDWTAc Q 0 �. . = µAND-vff -AUTO ✓WITC14 IZF Y T = IAF-ATINE�� CooLl�lc� VALvE CTY P� � --. © STiITIC PREssURE ��N�R A FAN COIL CONTROL DIACqRAM TC ° VART—A 0 cr) r ' = TIME C10C K CONTACT WITH R E V I S 10 N S FOR CITY USE onaY L_1J i SEQUENCE OF OPERATION (AIR IfiANDLFRI DATE DESCRIPTION APPROVED NTat DATE � 0 I MANUAL PJY- PAS `- - --I 1. Time clock (TC) energizes the system and turns the supply fan of the air SEQUENCE OF OPERATION STREET < Q (VAV BOX 1 ATER/SEW handler on. GRD s �� CF, 2 = 440T WA E� GI R.CU l,A I N U L, I. The electronic room thermostat Trm CZ T ( ) shall modulate the air flow form �, U w T (� M F Gdl 5 2. The normally closed pressure differential switch across the fan senses 100% to Iox of maximus air flow by regulating the damper position. W O�TDOOIZ IIL the air flow in the system. In the event, the fan motor is on but there FINAL QT _ - � TEM��►2ATURE SEtJ�(Z � Riw ZjIg � � � a is no air flow through the duct, the normally closed contact would open 2• The damper operation shall be electronically controlled instead of _ I TO = Md►�h & f3 LOW (oG F DEC KEA 51 f� As CONST y and energize a time delay relay which after a preset time delay, if the spring return and shall remain in the position it occupied at the time O "`CiYili E �U�� contactor still does not close, would set up an audible alarm. This of power failure. would indicate the fan failure. C PREPARED 0Y: FOR rIIIVATE USE • J Lf SEQUENCE-OF OPERATION �� THESE PLANS WERE PREP 3. When the room temperature rises above 78 degrees F, the damper shall ISs TIAL DATE U 3. Temperature sensor (T ) mounted on the supply duct modulates the chilled rotate to full open position and-reverse itself as room temperature is � DRAWN water valve in order to keep the supply duct air temperature at satisfied. CHECKED J 1. TIME CLOCK (TC) ENERGIZES THE SYSTEM AND ACTIVATES THE SPACE HEATING approximately 55 degrees F. HOT WATER PUMPS WHICH OPERATE ONLY WHEN THE OUTSIDE AIIt NAME DATE O TEMPERATURE DROPS BELOW 60'F AS SENSED BY THE OUTSIDE TEMPERATURE 4. During warm up cycle, the damper first moves towards the close position ucENSE HUMMER DAT CL • SENSOR 4• In the event of smoke development in the space as sensed by the smoke but as the room temperature drops below 68 degrees F the thermostat FLE p� �O) detector mounted in the return air duct, the normally closed detector (Tro) opens the hot water valve, warm air starts moving thro the g ugfi a CITY OF RANCHO CUCAMONGA' < Q Z PUMPS P, AND P, RUNS ALTERNATIVELY,BEING CONTROLLED BY ITS OWN would open and disconnect the power supply to the unit. duct. l COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Z —J DUPLEXCONTROLLER. 5. As the variable air volume (VAV) boxes start choking the air supply 5• When the supply air gets warm as sensed by the remote duct mount PROACT NAM heating/cooling c ed through the system, the system pressure increases in the supply duct. g/ ooling change over thermostat (T2) and the room t � - 3. WHEN WATER STARTS FLOWING THROUGH THE PIPING SYSTEM,BOILER temperature is W O The variable frequency drive (VFD) then slows the supply and the return still not satisfied, the damper actuator starts moving the damper from g INTERNAL CONTROL TAKES OVER AND KEEPS THE BOILER OPERATING BY THE fan down by sensing the static pressure in the duct through the static close to fully open position. SHEET T1ITLE v RESET SCHEDULE DESCRIBED IT ITEM #4. � pressure sensor (SP) and thereby controls the supply air volume and W v energy. 6. When the room temperature gets satisfied, the process reverses itself. 4. BOILER SUPPLY WATER TEMPERATURE TO BE CONTROLLED BY LINEAR RESET SCHEDULE, RELATIVE TO OUTSIDE AIR TEMPERATURE, 120'F AT 60'F O.A. TO 180•F AT 340 F O.A. APPON o—. ,oe No. 69-1,44p DA .:' iTY S MANAGER DATE'- � � CITY ENG64" OI LER CONTROL DIAGRAM. AIR HANDL R O C NTROL DIAGRAM MA E P c a K U A, R DATE :. OML FFICIAL SHEET OF ME A ,� UNIT C NT D RO D I S C� R A M !�. Arr,I�„ED X73 I?'� r L EGi END L- 16i'H 7`1 LJ � ��HF PpjL,E ® � Y GONPU GrJNGEAL.ED I►,J WAL1. 02 A0ovrGeII.INL-� U.D.N uNLF� � C>THEK�I�iIS� NflT�D FIxT, 1 �� --- r ^ - - -- — �NpviT INSTI�LLE1� IN FL�R DR UIJDF�Ca�DUND I.1o. DES��( PT10�! VOLS L-AMPS MDUNTI NGA ��MA�KS 4 ga�l�sT �ArAQ ' WP D�IlaI�lAT�S MEATI-t�PizG�� D�vIG�/ �N0� U�E � IHPur wArTs u?JE AMPS ! CON D V IT WITH NO. OF * 12 GO N PV{.TO� A , IND 14 ,ATPD Y H j B AsN G,O- 6ONDUIT ONLY WITH FLJL, 60RP 7 �CL�` itj L-1THO�j1A, O x 4 Z LAM P R�il'.��C% 7 2-1=40 LW/I� ....�'' i MA -S U,DN, - I N ADpITIOtJ TD CONp1. To{z� INDIGAT 5P� A Cad FJ � I FI•UO�.F S��NT Llyr �D w SPIa ?� [L.-J A 12 277 ES Io 77 0.26 � AFF A�JVE FINI�H�P FL��= GOV�R�D UiPM�NT" GP..C�UNDI N/a GOI.�DUGTL GODcl SI y S}-tAL.I- F�IA SAME A5, FI E�X6-6,PT I ZDV 120 Z' F40, LW/RS Lf�Et I N LITHOW I� O` 76 0.64 !3E I I.�JI"�.LLIi D IN AL-L- LIC'IHTI NU FUW �. GdNDUITs (aYP g►% SPra 240 RISJ AIZ 1?-a ES '° GKT ._. G CGU I T i• pawr-2/ulaHfI NCa OANI'.L�AZp A4, I joT�D �Z � ' F�•i�► W ' FAROUWP Z77 2-F tt L.J�I/R� P>✓��PANT Q LITHG'N IA * LF 2AC, A Z77 ES �0 7 7 (afZP, GNU Np A D1AWING2' I LAMP P - JDK. STWP Z-777 I - FSG TS L-I'THJiJA, "'S -Il..G�HT��- 'G77-ES o 34 0. 28 N t�AvY DUTY F LSD Dl�1Cr�N N�-T SW ITC H � �. 3P U.D.N. XFMIZ TIZAI.J5�2M�. �- ~' ►� F� 4 I N POGTV_IAL 2, L-AHP Z77 Z -F40 I.W tipo.NT l.i THO.. iA . , ® N�M�s, 5-Zt�� nIJPI�X IZEGPTAGI.� (� IZ �F U,D, N, - NIG NOT IN G�NTeAG-T 1=LUC�L E I:NT / A1=5I_ 2-46 2-77 F,S Q 77 0. z8 , F,+A s'°`ME AS F4 �XGt�P-r IZOu I?.� Z-F40 LW/ P�NtANT tL3' I,1THG'N,'A ro 76 0,14- 'T � (Z�� �F U,o.^{. !,� F I G�DUtJp �AUt,�T I NT��:.Ut�T�"Ej�, � , � � AF� .�G 12c �� � 5 LIGHT SWITCH - ?�A , IZo 277\/, 4f W AFF U.�,N , Z' x4' 3 LAMP R� ® fZE N L-lT o�� A " !�� FIS ALAI i �� � �T-TAr~tDC� Wt►:::�V 2.77 do- 'D Lw/ I H` o 53 3-WAY LIC.�I-t�" �,,�1 - rr r ii FLUFF=� �,S¢ 25F F 4fi k= k�J Al7 '77 ES < 1 3 Q . ANN AN N uNUATd[Z 4' H,o. I N VLJST�IAAl. 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E:?41U m STREET t� 1 Ezp z12Z4ZZgZ M,C, �c F �, ATER/SEMIE stq�FQT RD`S, GM a DRAM < IO DEFER 1-0 DIll E- 2.7 FOK LIUHtINV DFfA1LS FOFCAuF�� TAAFFIC FNAL cxlEca �; ❑ R/W r Z a INSIIALL (21 TYPE A-S S'fF-PLITES IN S-fA 04AY HALL AT EACH Cow n_ b STA I R AT SOMA L L F I E LD 5 -'fl P I CA L AT F1 ELLS 1,z.q 3 .- M KEY MAP _ No SCALE >= > CONNECT S fE PUTE S 'fO N EARES'r KA L KNA Y LTG C IS'r THESE PLANS WERE PREPARED BY: FOR rIM1MTE USE � n , P aiµr GRILLIAS • PIRC • ROSIER •ALVES ••�+� DAT! .._.t Q I> REF_ pwG, 6-4.1 (,SINGLE LINE DIAGRAM) � "'�. — ktBa �,�1 " u a° �� s u d; !a a.40 LMne bOW@vartl fw1@ 204 NVN1B.CO 12720 (71A)730 V730 DRAWN ■ I-OR FEEDERS 1`o PANELS 'pPB �' RPA • ; PLANNERS •ARCHITECTS • ENGINEERS ANp FOR TIME CON1"ROLS AT Lk QPA "AMR DATE LICENSE NUMBER FLE V�. 0 . l CITY OF RANCHO CUCAMONGA 1 1 n COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION —' . �1 __;I y :_ RANCHO CUCAMONGA SPORTS COMPLEX �..._--_- �� i N limon TITLE _ , ■ i PLAYING FIELD AREA LIGHTING ] IIIIIIII���1 A Q 10 ' / W DATE �J• /'') TT >:MANAGER DATF '• / CITY ENOw1EfR Boa NO. g�j- 3 DA '1 . OFFICIAL lIiET OF �3� - 1 - J APPftNED OIIAwM6 JIO. 0 d - SHEETAw- PWO 1k INS .+u.- DATE BISHOP GRAPHIC$/ACCUPRESS REOFN)ER NO.AMM 1 I11�11 .1 � 1 o (y') \J O I y O (k Q— ATCH LINE SEE SHEET Q� ----'—- 1 1 -4- 1000, 4--- � ' . TYPE A6 ' / (ry Fl. O 1 OL m C' �� EE ►�E �• \ ' I W r > mom ELECRNI49 — IO' — LH PA W ❑ —_ ..— POSE A2, 4 LIGMtS PUL > LyI E B2 � 8 lyHfS_ Q ' CKTS (1T=19)(21-23) 4iig I"`G • 2Ld if �.H(1-:�)(5_7) ' GIZp.0 iY4-C !I I 4g 1HW,it OlVKU, I '4 G 4 2 IG8tHw1, d 10 GRD.,I /+'C AI 000, ? Q� FOLE A1 , 4 LIG T5 _ # —— , I 2 I POLL- C41 6 LIGi{f✓ SEEti2CK►• (I-3) f� , 8 LIGMt5 I II i ,1 2 LE 61 CK1'5. (6-7)0-11 I / fi 3 NG I c►<r.(I 4-I(,� -------- � f 1 � ``� LY-R,y_ 3 s, I c ��y � � i i - 1� I 4t 8I'HW I`�C LAA 6 81tM w ) I 121.23 LH16) I / 4 ` Jr lot i1 I NFq C- I 8 6 "1-H W/ p y�D. 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WITH THE R EQ u I R�M E NT5 OF SOUTHERN CA L I FO P N IA MSON CO. -6 AT THE EQU I P M E N'r PEOE�' L s�q l��T R,�G t. �\��P/ c> & a+acArM 3 O TWAI�FiC a Q �£ U�• CONTACT SCE PLANNER, E P LONG PH, 71+ - '367- 6227 oj ��;,1F RNAL CHEM � I- KEY PAD CONI OL FOR FIELD LIGHTING-A1 k/W 2- - -T- - TELEPHONE SERVICE -TOLE INSTALLED IN ACCORpANCE wI''r►+ 2- PR sYsTEM MICI2,OPHpNE INPuf PANEL Ati°°IaT• Z TH O REQ u I R,E M E N'i'6 O F G r N E RAL TE LE.P HONE OF CAU F•o RN IA - KEY MAP n o SCALEJ w CONTACT LA E FOS VILER GPE P N N R MARTY READ PH, 714 9 49 Slog 4 S �1 Box w 1tI� JACK SCORE BOARD CONT �- w BY: FOR rlrw►rE USE • s GRILLIAS • PIRC • ROSlR ALV�S •'�"`� °' w O - N E Nt/'� S-2D 12 0 u P LraC REC P'ri1C LE I '4940 «,I 44o be,a,d > ,a 204 92720so (714)730-9730ORAWNL q• q�{ 3 u-U GoNDurf F:oP. sca s GTE SH�.r. 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CAUTION 11 OpoWno the..o o loads of a owrad — • As C *&T. O t W Irew.L.w.r wWw�eow.arse he:w"m wN.pM _ ® GONTAil`O(Z I.D�,ATEP I I.KI DE °LGP'I�� i 3 ® GON TALI_ @ LT(A PKI L• 4E0 M�s•slw�dm*&we"thsecondary THESE PLANS wERE PREPARED eir: r �wvATE usE 1 Dunt ww"Im"m N not oewweow M the VOK w O Fest',I �4. I . Mod.I Aa..t►Sil�oalwo As..wby a neetwnnw..d. GRILLIAS • PIRC • ROSIER 'ALVES TtAa. SATE L CMdc b be attain Mo bgaMolon ooniorwn wiM of bal � 4940Nwne boulevo/d tu�te 204 Ilvme,ca 02720-(»a)73aG 730 �� ,a: a uRr►ww f 8 r . "�+�end state codes as w�as local���s. PLANNERS•ARCHITECTS • ENGINEERS © GONTl�Td� I N Q, ' P_.TI U SE maw:a»roqukvd;«t o p w�"source. , Q gsbms• LICENME NUNS" FLE U '.. � aur read. ku.n.aown.otiwis CITY OF RANCHO CUCAMON «.as IoNows: cent XI d Xt on r.ndorw»r a.ar.I x:. w.M ttw.►t w`' COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION - IPM CT NAS ,�, -- .,� .W CI) k '-ECHO CUCA O GA 'SRO $ w Q �0 LlGHrNG CONTROL j PA' SY5Tl iM w W u � Pipploovp 14- 0 Lu • tCCi 'I'9' 'Si MANA M DAn C8 "AGI r � N I r' )o. No. HCl HTI GONTI�I, PANEL '` LGP-I " W I Li Nfa PIA. �I G-IHTI N G-� :D i. LLP_ �► , �I Ca P �GAL� �,o 0�� oAr- D M 5 T� � I I J G-, AN �F . E GOND �, PN Z >�i N �� N D►�I Nt�l.l E I 1 �O leer L�� A I o ' , oaA No. : - Z T � E2m8 BISHOP ORAPMIC&ACC MDRESS 1 • - , ~ M, MOROER NO.A407! MEN ,I v6,...w+rM;•1/uw.r ,K,. ,. ......_.. .,. _«.,,, ...ow,w:,,,.u.�.w,...w,.d+.,+.r•w ..s-..err • `" �.. "` DAT 1 1� t ' . o LL • o low nn`` W I I P W El POLE Fp0L� WU"6EIZ. OF rouw ac�410" I. ?HIS 12"AIt I.10T TO 5�l.�.L� • ' f7�SIE,I.1ATiol.l HEf In H f LUM I kvmI,L� M'�44 L- 2, E4 r- sHT 51.Z P15 rA4 L. I FOR. LTG FX'r�I" D6fA4 L. Q O • S I 60 Fr 6 � ! e IL CN do S 2 GO Fr 6 S 3 60 FT 6 3 — . U-JHIWA 1ZE-S SHALL ISE 5 4 6 X29 0 4wo-5 TYpj,� ks 3 U I.�ODu! 1fl�lr I-t�l.�f7L S 5 64 FT le �9 • o W1 W ro Fx�p 21 '51 wmll.lkll2r=s 6►-141.I� EE S 6 60 rT le �q c -eKACf WWW"17- OF: CVND E-Wbr7 TIM X-)L 57 60 FT Iz 3 0 ,I�pCtU Pl�12 SUI. I5D ycl MIt. 1- .0 q v wrr p4 oar m Ra 3 1u .9 ago, P S 8 60 FT C"f IJUMI!<6>Z d� 3 ° Ft�CrU IZ•1% �� 5�N EPUI.IE 5 9 r'( 6 O � �zq N • I 510 60 IFT 46 3 ( ) 5 1 1 60 F f 6 c/) EZ9 S 12 60 - t`z9 >ta • O O fun, 4� 6o-Ft I Q FORHAl_ BASEBALL FIELP u POLE. ROLE LIUM6m OI' I~OUL .thio► Z O . cG �0 w A ) 10 K 6 , Q A2 70 F 6 5 V ❑ EZ9 X 51 70 FT 8 5 w CIO E2 9 J Z CL Z L J E 2 70 rfS s O w 2 z_ G 70 rf G s O I z F G Z 70 K G 5 cn V w 5 O G 3 70 F'f G 0 V U CL z w GA 70 Pf G 5 Ln < �— CC eKOSSIp y. LA_ Ntz _ WB46E5AL S0FtL �I 6LP �DL� �fAJl SOCCER FIELD FOL E, C�_ IL Cf_ � - • f of CA"W z z 50FT BALL M L n - TYP. OF 3 POI, �OL� LIUM��. D� 1=0uuGi'�TOu DART�`�` [] vrs*. A ii0w Hgis,► '( t,UNtIUAJ VETAlL.. ❑ R E V I S 10 N S FOR CITY USE ONLY A I 70 F1' 14 N ° DATE DESCRIPTION APPROVED "TIAL DATE — zl+ Q TREET I W �+ T3 ��S 14sA E Wt- 0 A Z 70 �(� 3 -f�S E�.9 c & A& � —J VloR T 5 TRAF�F#C C7 Q ro} ►-II,JFu12L1�. R J W P I Wjo&�QUrAGTUIZEIZ AS coew. = G W 13-pu MrIJ — —44 13�..��� M#4 — — •�- R 2 70 Pf 6 EN113EDM�1lT I — — t�i+'IISt�t7�'•'t�►.t*f I — — ••F. THESE ;"LABS WERE PREPARED BY: FOR PIWATE USE _ J iMrT&^L DATE x T — G 1 70 ` 5 GRL AS • P17 • f?G 2 - 5 In � +3 Tiles Q I'�'O.G 1.— ♦3 'f1�5 i? li?''O.0 E2`1 ' ' � �� � �,� 4940 Irvine Dourevcxa sults 204 wine.Co G2720•(714)73G-97;i0 �•� �AWW .,,,� L� Eklosp 16" lAFP' E►u125 16m S PLANNERS •ARCHITECTS•ENGINEERS W C 2 70 K6 E2 q UCENSE MUMMER Me LL U — — -•�- -- — �'a G 3 '70 IT G 5 CITY OF RANCHO CUCAI O A z — — COMMUNITY SERVICES DEPARTMENT: PARKS DIVISiOIN J ' Q -�•• PROJECT wAa+wt a � ._ SHEET WTU , QA? 4L p —J w FI E L.a LTL, PO L..E PE TAJ L W P C , • - Ai''WiOVEICI - *- CQ Q �Y y " p�►rl► / ,oe No. 60aX';Z FIEU. FaE P:0UkJ[Xr10Q DS IL L E6CHE-DiLF. r R Y I -------------- E24 *AV to el44 ILOl ` DATE 600119 CiRAP/NCS157111 AE88 .. IIEOIICER NO.AN�7� E 22 5 k YA 46o V DE LTA - 12o/2-06V WYE- . Z '�►� S�ulfui • � vEurl -,�. � Y T�,�, �M E� 3wc- 3 MGh X+I++ (IrwomT FM to-1 . �vvEs Q s. ? • :., 1 W W .TE Iz- P � NGL.osLl R. MTD drzWt 2GI ?�t•I�. 'o�t'I e To T•'I`��� N D I I x u — ' -+ - P V I O E F LOODLI NT LE N - A 1 A Z 1 I - i • 'I-�I �` 8 '� �I-aGiMTS P>AD — 1 -.� � u I Ro G POLES AS I DICAI=D (8 P1.AGE5 , ,B �B2,C �C2�C3�C4 ) _ �- T_ '� 1 ¢-JET G POLES ARE 110 H I r.H - REF: DWG. E- 1.2 FOR POLI `I FO UN DA'('1O N DE'I"A I L S ,• - 10010' _ _ _. ._ 9f F: Doi rim , A-S. I FOR EXACT ROLE LOCATIONS - P o IDE A L.uM1 IAd ASS M L 0 15�' (4 OF ND AMO N'r 2 R V NA E 8 Y Af f.�t. P LE CoNs N •�H I ICAr!"D N FKNEL LG ��� / OF 1500 VAIT METAL HALIDE FLOODLIGHTS - FLooD UcgHTS TO BE koKfHSTAF, HIE Jt. E. O �G - I��GT}IW )1r gf�Rd. �\\`--- - �wITGH Freie. fI�/ OR• EQUAL - FZEF: P"G. I. E POR DETAILS f QUAN'rITIE5, VA� poles wo. G3? IS LIGIµTs �� *-----_ =- i 5- Al' EACH POLE, PROVIDE 90A 2P 480V WNCH Clk44.111t AS INDICATED - CONNECT s A MAXIMUM OF 6-1500 WATT LUMINAIRE5 PER CIRCUIT. QTS . 2 (10-12) i � � POLE No. C4, 18 LI(3HrS Soolk O CKrS. UG -C11-16 18-?Ax22.24) ____-_ � j �'. \ 4- Al' POLES A IPSI At 114 �4e*�k 10152 PRVVIDe A I0O MATY' 277V NoRfH51AR Ty PE Sct MEDIUM (y) f '3R �NGL•oS11R \� '. \ MAH FLOOLIGHT AND PROVIDE EMERL�F-NC`f CIRCUITS A5 INIDICAIT--0. - (� oN� 11NISTWJT' 1`1 LIGHr-S It OF. AIMED TbWARD GfW%AND 16 PROVIDE EMUW-44CY f4 Wi 1uwmI1J�'10N /Z c, IF_ 6 XHH W, a / / -t�UC-TUP�. I I % 350^ 13P G)BGuI T �� O Nr�Kcf_ 14 NEMA z $ ; c 50 P17. ROUND STEEL WLE WI i�H RACK / / 2 /P C PR4+4 NL. LG ib CbI�l1�CZk' LcG� I ' AND (3) PA SPEAKERS - REF: Dwl�•�-S.I 3R ..IGLoSUr'r 6 ���� d � I G-4M12 To I=mo O FOR Elul P 1ENI- rtrxL5 - MTD, oil LWIS-PTF-L1T � \ ��; j 7- REF: DWG.E- 1.2. FOR POLE ,SND � / / 1 `•�1•�UGTLL�� . FO U N DATION DE•A1 I L.5 11/44 C WITH (2) 2/C SHIELDEA C3 / SPEAKER WLE f0 PA B00fH £IF- _ \�1 WP WF- I i •• . . � �• _ I '' i i�\ _ -- _ •I 12 �--- fZPA - 12, I /4 CON D I I W 11'H PULL CORD�es� w 16 4 O SCO RE BOARD Tb PA soc1(H 2d 2- SCOREBOARD CONTROL CONDUIT W160144 I 3 Z 17 x 3o X C D H 5 ` _ 1GGh+G��ra. f"f�+% ,..ip•. I N POI-F- NO 2 , I LICA T 1 � 1 ~ To / P ra�T }4�N Not. 1�I P�+ �— I � o2N1 7-a ppl�� ,.• -GG• ? O _ 12 x 22 n I2"o 1 3 - /,/ SYMII• D 2 1 CAF E I � 111 s% LPP� 1 , � W � • I /Z C�. G Co XH1-1W� dGKO. '� a 11� 11 H I N c Z' /4C 111 Lim r 11 p�colt ro r,71-5C BULL ' 1 _ _ POLE NO,BE , Z& L.Iywf5 G II i AND(I I SOD fI"U ARTZ fLOODt GMS I-I ) WA I ,c 1 EP cn Q II 4 1 D ' ►1 II �-- 2C, 12 �6 XHHW, i 6 4RD. O I I II I Al,p Ell 10 T•HW (EMERG. CKr EPI -1) -0 I O II 1 • 11 I I W 1 FbLE NO. C I IS LIGHTS ' 1 - C a CSS. LG-(I-5)(S-7)(9-11) Lu Z O o Q I p LA- 01 I 4C r I .� II , � 1 V ❑ X • , � �_ 1 1 - ---- _ Vo: F No. A i? 15 LI G I••I T5 , • , 1 -- - -_ ►��� +' I� I '., CKrS. LF-(2-43(6-13)(lo=1Z) �+-, < � 1 i AND (1 ) 1500 WAi'I" �u�,RT`L ELOOLIGHr, CKr EPI I .°- Z 1--1-J PAA!E L �P/4u O w • � � • 2 C 18 � 6 XHHh1 , r6 GF'D, 0 � P. A , Go i N T I P Fb 2 z _ A NEL LF T 1.E5 A B (, V ' 'AL10 L ► IS-, I ' __ PA Z 610T'HW (ENERG, C6. EPI-1) z v) V w I xFmR it C ! O C!7 _ CC P%L LC _... ar----� I _ E-- - ---� ' PNL. x 1— 1� . I (� Q V U T' Z4�' x �4" x 8'I J fou Z 119 8,4 ,II Z, z e c _ . 4-4<,�'Mw, PANEL LF N _ LC6 �1N►SWITcHC�A�.p�►�Sf3' O � comDulf Sfu96ED uP - _ ANIP CAPW- fi ?IGL 1 • /�/ �. LE RM- 149 - • i /4C '�o PA PIE / E ~_ � I � (I)MIC CABLr ) 1NE INPU CAP}A, ., ;/� �O FaC.I�11.1 RM M11 CFESSI V CL �, _ a / - -. �- - tl ) A►IX I►JP1.I X15 � - 2:z " 1 , GQR ON4 w BULLPEN � r - - —, (e) KE vo�.trlM CONDu 1 f5 UP 'rHRu M E Z zANI NE BOX PA z 1. M , Tt)1 PA JScoRE�RD RM. 212 ,,/ 2 C,O. DUGOUT lb BULLPEN - �' �' I iia F' '/,"I ` : A I Q MT'f'I NG CAGE. - 30 PB- '0,32,3} — P1 L Au / 4„10, 1"c — ' = _ p PB true-Io, '2/2C / C -- f ASL L 13 I � / • p ,—^�A�E 1 - _ -- — O :: _ _ PART—A �, r CAFE. 3 L - - - -� . _ i t I M 1 S 1 O N S FOR QTY USE MY _ LLJ Z c f f rel I _�; 6 V y ; REV „J I \ / / •2 /° DATE DESCRIPTION APPROVED HTuti DATE ��- . • __ :� ��I I \ �� \ STREET r , II /. �iiERlsEWE STU a-a P - I( ) r=wc , s, � �, / � SRA a oaAN G � t ( �On� � ; / � TRAFFIC � W Ip r FINAL CFEp( - � - - -- 2"c, e ,*6 xHHw,�B 41�. R,w a � watt O r. I � - ' f / S CONST. - ---- � u - • � �.�i� � i � Pl°�N E o f ro AlA I� 81 ANP - f D U �� __ r—/ / / Z I HW (E f R6. CICf EPI 3 THESE PLANS WERE PREPARED BY: Fon Timm usE 3 �. I LLIAS • C • -ALVES . . 0471AL 0ATIE U 0 / \ �, 44.o ww,e eouiwo►d kAe zoa . ,s,co 92720 (74A)730-930 ftAw11 d �i vU RE.F: D"ro. DWG E*3,4 PLANNERS •ARCHITECTS• ENGINEERS CHECKED 2 G, 1266 XHHW, 118W, -- - wit a' 1 - AVD 2�I D'MW (ErtE RSG•C ICT. p i3) 'r - r N L LICENSE NUMBER tnLE • POLE NO B1, 2G L14H1� _ CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � .. AND(I) 1500 WA btu^Rt2 FwooutE - —1� -�, Nu- NO.A 1, � L14HT5 CP �-" ��� r�-I Z►�j� PRo�cT� � P �_ -`, tC(' E I -3 C tom. LF-(; -3)(5-7X-9-1 1) W ANP (I) IsoO NAIT QUART`L FLOOD LIGHT O s U-- cKr. EP1 - � ,7! A AQ45 �5, • xa No.T all tf- O 174094. 2>G DATE s MANAGER DATE nj •/ '1 •1 rqTY EMEdt ----- - _ ArrRovEo 927 1 0■ 3 . 1 A SCALE arF --- 13ASEBALL. FIELD — FOWEK DISTRIBuf14N AND FLOODLICH II NG Y.A . 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CIZ 1�4 P iii 1?I g 9 I GRILLI I •A ., = INITIAL DATE -- r l S�! n N U ,� 4940 uv+rte boulevCXd'itrfe 2(}4 lrwne.CO 92720-(714)7309730 � BRAWN � �i • 3-C3� SA. oI l-off'- AI.1Td S�11TGH `� PLANNERS•ARCHITECTS •ENGINEERS CHECKED u.! � — �, 5 - OI.1-dFF-AUTO HEAVE( Pu f%( 56 LEGrm 5�.� il?+�t+_05 M ; 1 - MAIN V LE s 'CNt=s G2) 1''(D JUt 12 Gni !AT' CIZ 104P SG 34134! -GE G12 IU�1P 5G, B 9 I I ucE►+sE NUMBER FILE Z 600A 3 P HEAVY tVTj SE CTOK H1 1 ; r 2000A 3P PANEL DPA IN CONTROL PAN1=L. DOOM kro 4- t`5� EA 11-PeAT446 L1G,H'r CITY OF RANCHO CUCAMONGA L., i c EN04MVE0 PIA5fk NAMEP�1'ES 6- II-Ie1�A311�n LTG► C'� J G�- LG, 42Cn -, 42G �oQ�vFESS�G COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Z Q NP-1 EA5'r _9=ER FIELD 4�`���Q�c '°oG2�c PRo.+ECT� _ fl l NP-1 WEST SOCCER FIELD LLY D P1..�Y�Tk- Wo+4W PL.A'fl-S Na " �� 44 NP-3 EASEBALL INFIELD iJf-1 E�OFT54j1L- FIELD �1 EX° >I+EET TIRE �-•—3 S 8 S 4 0" ------� NP4 BgSE BA l»L OLfi7F 1 CLD liP-z 5oF'1' .L. 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AUX, INPUT c v ® o -- _c VOLUME • �� Www tTY PJ AH PU FI W,® sP�Arz MORN� O ISoIrtlohl IL ` �- ` 4 O ®Iro��lz ?IME DEl.r4Y �W�R 0 I r\ ® UNIT ® i�MPUf✓l�� ® - ® 6LG� SF'� t= 1�5 BOOTH 70V oarK AE- 1 M 4N UA L �01Z W i lzl 1JGT GIA 6 M AM -2 o ® LINZ AMFWrIM FI�L� I (1 = � c Ql RAULAND-BORG PRO105, SOLID STATE MIXER-PRE-AMPLIFIER WITH THREE LOW CUSTOM PANEL CONTAINING ONE S/C D3F MICROPHONE INPUT JACK, ONE S/C 03M U !] IMPEDANCE BALANCED MICROPHONE- INPUTS, ONE 600 OHM BALANCED LINE INPUT, ONE LINE LEVEL INPUT JACK, ONE FLOATED S/C N11 AUXILIARY JACK, ONE FLOATED S/C NIGH IMPEDANCE AUXILIARY INPUT, ONE 47CMPA COMPRESSOR/LIMITER, FIVE 47RCA 111 MONITOR HEADPHONE OUTPUT JACK AND TWO RAULAND-BORG 3582 REMOTE VOLUME REMOTE VOLUME CONTROL MODULES AND R1006 600 OHM BALANCED LINE OUTPUT CONTROLS, ONE FOR THE MICROPHONE INPUT JACK AND ONE FOR THE AUXILIARY o TRANSFORMER. INPUT JACK. (FIELD) z O • � RAULAND-BORG PSX30A, SOLID STATE D/C POWER SUPPLY FOR THE ABOVE. RAULAND-BORG 1285, DYNAMIC LOW IMPEDANCE DIRECTIONAL CARDIOID PATTERN N MICROPHONES WITH SELF CONTAINED SHOCK MOUNTING, 25 FT. HEAVY DUTY CABLES, RAULAND-BORG 6431, SOLID STATE 1/3 OCTAVE EQUALIZERS WITH 31 PARALLEL SLIP-IN HOLDERS AND ON•OFF SNITCH. T FILTERS, 6400 D/C POWER SUPPLIES AND SECURITY COVERS. -f5 RAULAND-BORG 8413.50, HEAVY DUTY 50 FT. MICROPHONE EXTENSION CABLES. +� RAULAND-BORG 6412, SOLID STATE ELECTRONIC CROSSOVER NETWORK WITH 6400 D/C POWER SUPPLY. ® RAULAND-BORG 1122C, FLOOR TYPE MICROPHONE STAND. • 4 RAULAND-BORG CCA300, SOLID STATE 300 WATT RMS POWER AMPLIFIERS. (� RAULAND-BORG 1118C,• TABLETOP TYPE MICROPHONE STAND. 4 RAULAND-BORG CCA1000, SOLID STATE 1000 WATT RMS POWER AMPLIFIER. TELEX RTW-04/VXT-3/AEF-2, ANNOUNCER'S EARSETS WITH VOLUME CONTROL CABLE • ASSEMBLIES. <2 RAULAND-BORG FAX60, 'SOLID STATE 60 WATT RMS POWER AMPLIFIERS. RAULAND-BORG 8413-50-280, HEAVY DUTY 50 FT. EXTENSION CABLES FOR THE ABOVE AUDIO-DIGITAL TC-5, ALL SOLID STATE TIME DELAY UNITS WITH SECURITY COVERS. EARSETS. O • Q9 SN14ETRIX 571 SPL, SOLID STATE NOISE SENSING AUTO-LEVELER COMPUTER WITH � RAULAND-BORG LFE-16/WF-3B, 1000 WATT CAPACITY 15 INCH BASS LOUDSPEAKER SECURITY COVER. SYSTEM IN EPDXY PAINTED ENCLOSURE AND CONTAINING THREE FRONT LAYERS OF i RHYMER 17019 SOLID STATE HEADPHONE LINE AMPLIFIER. FIBERGLASS WINDOW SCREEN RAIN SHIELDS. 1 RAULAND-BORG CD7464/SDF251, 120 WATT CAPACITY 60 DEGREE BY 40 DEGREE MID < RAULAND-BORG R1006, RECORDING LINE ISOLATION TRANSFORMER. THROW HIGH FREQUENCY HORN LOUNDSPEAKERS. — — W • ® RAULAND-BORG 1282, AUTO-LEVELER COMPUTER SENSING MICROPHONE WITH MOUNTING RAULAND-BORG 3904-8 ROUND BRUSHED ALUMINUM SURFACE MOUNTED BI-DIRECTIONAL O .: �' �`; "` HARDWARE. LOUDSPEAKER FFLES CONTAINING RAULAND-BORG US0215, 15 WATT CAPACITY 0 O CA EXTENDED RANGE INCH LOUDSPEAKERS WITH SELF CONTAINED 5 WATT CAPACITY LOW (> PtZ� �4X TEAC/TASCAM 112, ULTRA DURABLE CASSETTE DECK WITH INTERCONNECTING CABLES. INSERTION LOSS LINE MATCHING TRANSFORMERS AND RAULAND-BORG P-6 10 WATT J Q CAPACITY VOLUME CONTROLS EXPOSED THROUGH BOTTOM OF BAFFLE. - f Iii CUSTOM PANEL CONTAINING TWO S/C D3F MICROPHONE INPUT JACKS, ONE FLOATED '� � S/C #E11 AUXILIARY INPUT JACK, TWO FLOATED S/C #�11 MONITOR HEADPHONE OUTPUT � RAULAND-BORG ACC 300, 10 WATT CAPACITY CLICK-STEP AUTOFORMER TYPE WALL V � JACKS, ONE RECORDING JACK AND THREE RAULAND-BORG 3582 REMOTE VOLUME VOLUME CONTROLS ON STAINLESS STEEL PLATE. X CONTROLS, TWO FOR THE MICROPHONE INPUT JACKS AND ONE FOR THE AUXILIARY W < � � �Q,� M �� INPUT JACK. (BOOTH) - 12 GAUGE STRANDED/SHIELDED/JACKETED LOUDSPEAKER CABLES. J V c 21 ` _ _ _ - d. Z M 11 18 GAUGE STRANDED/JACKETED OUTLYING LOUDSPEAKER CABLES. 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M I �,, " r' 1113 E WATTS USE K BUS K WATTS - WATTS C BUS C WATTS t~ U R Q NSE USE R K K NSE WATTS R C BUS C WATTS P_ � A • s • C • I T ABC T A • B • Cm A • de C • T ABC T Ao B • Cm 5 A • B • C • USE t T ABC T USE A s • Cm E ` $ �,� -'�.•, �"^'S I25„37 1?� ;?�-! 4 I 1 2 :� -= Ai- ID3�^ 4."&'? ''' J r G ,. o �/ /7 F✓ M r f TSS 1 2 i STC I-f 1`�,1�`Xv' t.�; ,,3 ;14 i 7 ZI ,,o c, �`► tis ?(�'' ?.�” 1 2 1 2,0 �T!�. `1S. I lv4, I l�+�- 175 I'•fi :s� 1 s Lam; -'�- �'T'1�;/� '''} =1u 'A 7j 3 1 /O" "''MO A K IO P K L Pia 3 1 ✓Ta .j:^'h'!/ i 12 ' I ic; ' t?� ; 7 '!'. � � i � I�� � � i .. 2 j �i0}�(�G:J L"(Ca S cj r - o .. fit N D Pt�t l. . 3 123 - ' PC �TGt ; r 14, 1 �,7-I }- 1723 i.. , 1 �.�, 13✓ i �� =4 s c IZ 2si✓ !.O;�C;C7 �r_�� l,T� 7 t ' NC i.4,A �i.=415 64o CHI LLD k#,l'ER, PUHP5 20 7 t SFAKE � 7 t s PARE SPACE_ f� !7o 9 to t0 i 5 PaR� 1 t t 2 ? Wit; 640 3 1 1 12 i i 12 13 II ( / .SPq/E'� 640 801 LIER PLED PUHP5 26 13 11 13 11 j f 1S lc t 640 IS Ic iS 16 17 18 640 117 11117 it j SPACE i! 20 PACE SPACE 1920 SPACE 19 20 1 11 22 21 22 21 22 � 23 21 - 23 21 23 21 2S 26 2s 26 ' 25 26 I 27 28 27 2127 28 29 30 2! 30 3 31 32 31 32 ❑ 1 33 31 3S 36 35 36 O 3738 37 38 3S 3c U- 37 3t 3! Io 3! 444 , 0 I1 12 / 1 12 4. 12 (v0 -7"74> TOTALS �::c6L =ii i �`j 1 � a91 � _ TOTALS 54�'i. yc� 7^ x=70 �q d�,r� TOTALS 3'; c) - -` p' -7•�� .l� o ��� ►�l 830 . ' I`�r� r� roTg� I��' 4 �, eso - I FL kk f O A AL ? o U t • N r 5-rAPlIUM GD�'�!" T!�'� INANEL MOUNTING-f ►=� MAI 30 3� �.Tc�. GON-rA�7o� X PANEL �r, MOUNTING su A MAI! i x _ x X PANEL �'`a MOUNTING 5� �' r 4-�/�77 �/OLTS :PHASE =WIRE o_ A BUS 25,000 �,,I,�, M ,►� T '� VOLTS .=PHASE WIRE �� b o��.� j T ., MAIN 3 �T�, �o��rAGTa�. X BUS► , A G. M !N . T WIRE �-5A BUS 14 ,ODa A.I.G. MIN, Z Ll . u VOLTS =PHASE .� WATTS C BUS C WATTS R WATTS C BUS C T L)WATTS JLi • R 5 A • B • C • USE T ABC 7 USE A • t • Cm _ S A • B • C • USE R K K NSE G __ -- WATTS USE - R K BUS K p USE WATTS � O 9 (✓ ? V �Tz tF�f � L.�S ' 1 2 4-D Pi-Nr�Rc«` AIR HANDLE 5730 G75 �. r".{ r , = AI ; ABC T .. , . - ,, . �. A • B coT A L A d • 5 AO, B • co Bc T • • Cm N 5 j ..,5 2 �. �!.�� : _a A'2 �' T5 q�iY, F ►EL; i..�./:�i LT5. F�'' G 4 � 14;� M':� r`: 3 1 57 30 �� r 2a --4 c 3 530 3 1 •=I-�75 z 1 �,� 2 2r� ,2'S,3C 7 t ! 20 SPARE _ 5 7 S i Z9 �% � MS �. zz4, ! 10 , ta75 =,- ! 10 ��� ` 75 -?.; ; A ! 2� I9'D�, F ,� � 11 12 �} r'�7�a i t t2 f,,� (01 SPARC-, 13 11 g _ `= - `� �{ 11 12 4r7— PACE 4`J7C ti Pt-� �� FlA1 '� 13 t1 r ! 1- r �': LTA F _ ��, o SPG,f:_ i S i s 5 ; •� � �� �' `. r E <iZ 13 11 3! 1� 6-4 1 75 tS 1c .. > `C``� c tS 16 r Q� 3 � 3 PARR? 17 St S 4175 � 17 It 17 1t ?•� O r 1! 2 0 4D-1 S 1921 , 1! 20 ? •o � 2 1 22 - � � r � � C- 2 3 21 4 q • - 21 22 3� � ;*c� A, ca , �? � 21 2 2 ti, 3 •-r��~ z�, �� 13 2. , 'r- 2S 2c J21 ?�, 2S 26 �r �ZCoc%' '� � 2s 26 - SP�.i2� _ > -•�•4 2 7 2i >_ 27 2t - �,or , 27 2t o — \ w 3C 2! 30 =,': fit, S Z O w29 31 32 X75 31 32 �D75 � 33 31 � ;;�:� N �/ ?,c' 33 31 � h� 5 + 33 31 ,. 135 36h •d 3 S 36 �t'O7S .� Q PA 3) 3 t 30 SP7�K F V ❑ r � 3) 3t • � 3! 11 37 38 Y 3 10 ! r . 39 10 X � , ._ 1i 12 0. A11 12 / 1 12 J V TOTALS c =-.? 10 c5 G44'r _ • = O9' FLA x 1.2,5= 4 3 �L I�(rGC� TOTALS X15 TOTALS ?�� 3�� I(ol A x I•?� - 201 LG 1. � 117 3C� x-31�..• tZ. Z w , '(DTA L5 830 X30 = I42�'�..4 x I .25 = 177 �C.L 0 w ! Z LliV 0 c,0 V �- s o rl' �4 L-L FIELD I CONGO UC S� �i.�G, M . 14� SD T B,4L L I QLD Z GD NLO U R S� E Lys✓, �'-1`'1 14�) CL Z w F Ln Q _ PANEL LH MOUNTING Fo�E �I MAIN 2a0 A 3P L,-r6i C.,OJTALTde PANEL.. MOUNTING �� MAI 'h 3P �T�, C°NT Toy VOLTS PHASE =WIRE �Z�A BUS Zs 0oa A • I .G. M ��, rVOLTS PHASE =..WIRE 22s BUS 25,DJn �. I.�. MIN. Li u O WATTS C BUS C WATTS L WATTS - C BUS C WATTS Q E USE R K K USE E USE R K K NSE E s A • Be C • T ABC T A O B • Cm S A • B • C • T ABG T A * • Cm 5 } • 4 � ' 1�..✓ �� ��; AI 1 2 = r1i � �;.? t f GI ,, , 3� L �i .•�? r' '"r - t '� . ; t 2 r'.i .�% R' -t? %�: LT`- F� I --•tz.a 3 / C LL J PDL- 1131 - s s �� PJi,E GZ - `� =���J '�•' 32 p' q- FO; E5I �^ s c ' PJB GZ z I ! t 0 �E(✓3 ;' 2L> ! 10 12 4 4 �^i z t 1 12 A 13 f1 Pbi.� AZ 3,-,/ 13 11 moo= 1S 1c _5 oWit? is is ;x i3 � � .. � t _ .� - PART—A 0 . ?� 1! 21 -Z, 1! 20 � . L FOR CITY USE ONLY �� � 111121 2 2 =�- ��.�:� � � �Za LJ � 21 2 t �r �-%�� � � REVISIONS � • �-' 2 3 11 - �` 2 3 2I = DATE DATE DESCRIPTION APPROVED wTlAl L S 1 c STREET I - 27 28 27 21 ATER/SEWE • GRID i DRAIN 29 30 2! 3 0 _ TRAFFIC 31 32 FINAL c�NEpc CIO • 31 32 R/w < O / 1 AS CONST. 35 36 35 3R THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ` 37 191 37 38 < GR I LLIAS • PI RC • ROSIER •ALM-97 . • INITIAL DATE 3! 10 _ .. 1 3! 10 _ 4940 o«�wb ,e Zoe .ca 92720 p,a>> DRAWN — t IZ 1 PLANNERS ARCHITECTS • ENGINEERS - CHECKED 1 12 � Dm Q- , ". TOTALS Z771C� �771p Z�CZ� TOTALS 217 ID 2771� Z�v. LICENSE NUMaER FILE 78 �q4A x 1.25 I I e A L� CITY OF RANCH .� �9' �� x i.25 = I IaA t.�l/ 24a s � O CUCAMONG _ 83o g A � f E. COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � . -:-.• ; +�. MWECT NAM 1 ..ry. f �0 W PGgl�y SHEET?TYLE PAN F,V SL HeW`U1, 5 •„ , c m fxp JOS:liO.�'�'' �•: .,,; AAA q CITY ElK�NlEER 'r R l T �Q DATP i MANAGER DATE w ,.* APPiN01/ED SHEET Of CAUL� * ray ,r• _, of,z73 ltls _„ r . ATE QFFICIAL _ 1r .. , : APPnoveO auw�++G 4 (�, 615�+Op GPAPHICS ACCUM1E55 - CiT PL �' f�' ^<° 7.�~ 11fOiDE11 NO AIW72 .' .,b - �•!•► s �} '�d'` ~'�'•--�►'._ - - - b..1.'_'f,,_..._,1 ,,.y.. - =- - 2 . . 4 .. .-. \ - i ( �.. -..H .,x- ... •. c• �_..y •. •^x,.•,�,.••1'•f. :n ;'�'- '"`" r ti 1 -. _.._.. ._ _ ._. _ —_. i . ..-_ .... '' _.._ 1.«.._ .._....r _ .... ._..........a....ai......_ « ._.. . ....»s a...n.x... _ .t`.,.C.a..s. lLaifft•r.. .._....a_w.. ... .....•aiQ" .,w•, H 4...... •.1 '.._.• -r _ _• •- - • - • . - 'fir— • • _ — ^ __ _ _ -. _ . __. .. ^ ._ - -^. .. . -. . .- , }• s - -__ _ .- _. - ^ _ - _ _.^ __. __._. __ .__ -_.. _ , .. _. _^ • _ , _ .. - • f _ .. .. _. .... ..__ ,. -- •.—n _►— • _- •. . .` � -_. a. 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If�N?S i 1 2 i ?% x,1.1 F.=a _' r1G LOT ADO i } _ `:� S t �' �>1 �� `r` F XML S 0 � 9 ✓� �? 3 4 �A i r �� .Qr� _�T ti 5 3 i �'� `,o ID 2100 s 0 I 0 3C' 7 i 4C� ' 4 :� 7 t 'f'cri (p i��oo i 7 0 S� `��5 P17)LIP,LA �,3 P S7 4 10 11 12 �}�JO `✓ ' Z. 11 12 SPACE t 1 12 r-- �7zpG F`� Ar �''; 13 11 `C' f'JL C9- ` ' " '''r II.�i S�{" 3C 13 11 ,f 13 14 f\ • 4 1s Is j0 is 1 i 4��� sT,L� G I s 1 i f oL� 17 is �' SPP.�� 4 >',�� I�%l,� t7 to s PAc.e 17 t1 34LoC� i! 201 N — 19 20 21 12 SPACE SPAC E tt 22 Zt 22 1 ^ -A< 23 24 23 24 23 24 I Q SPACE 2S 2c 5 ACE 25 2c S 26 I Q 27 28 27 2t 27 tt 29 30 29 30 31 32 31 32 ! 30 31 32 i 33 34 3 4 33 31 < Q Q 135 161 37 30 37 311 37 38 135 16 3 1 3! 10 3f 10 (\ I 39 40 11 12 41 42 I1 12I TOTALS 777 ID -771 z 78?ii,C� T O T A L S z.�aq �� s-{�}�ap TOTALS SZ10 D �f575 3525 0 7�240 04•A x 1(25 - 11 CA LLL - - 9+ x I ,25 � 111b L4,L-- 133(00 — , g�p 830 30 16 .A x I,Z5 s 2 0 A LGL, n 1 0 I� • W ti N > I • UT! L-ITY B�Ga �.!�. � GCI.ILOJ�.�� ELEG, x.1'1( 14� •\il ` V .F OA / F �ASF,L�ALL Ar 2, x PANEL L MOUNTING -� -L MAIN50A .�� -duTA - � ' PANEL � MOUNTING suEr�6 MAI 6'A 3P ►�TA�To - I I PANEL LFMOUNTING �"'�� �I MAI IG'�� VOLTS ...:,.PHASE =WIRE I°��. BVS x,000 A.1 ,G, M ►N, 4 '`%` ?-; VOLTS =PHASE =WIRE 1o�'A ESUS 2�,00,') A I Z,,-M IN. rVOLTS =PHASE =WIRE 1ncA BUS Zs,G>l� A.I .L. MIIJ, �- 0 � . WATTS USE R K BUS K YSE WATTS E WATTS USE � R K BUS K YSE WATTS � � WATTS R C BUS CTj WATTS � A memo S A • B • C • T ABC T AO B • C • 5 A • B • co T ABC T AO Be Cm > p 7 14'70 �1AL4 W `r' LTS ,F,, 20 I t t I ?o �A g ',f ` 5 A • B • C • USE T ABC T L YSE A O B • Cm 5 N !v W ALk-I�jA' T ,7 1 t t K WAY LT5 7 35 7 �d I t,• '��Ci. r� ?r t r^. :z J 3 4 � S 2r.,.�+- F;.ta'� �LYS �:�.,� � �,moo � 7 i ?D 1 !or 3 4 iQ-70 7 3 4 _ 4" �_ 3 6 ✓ rte.r. _ (O 4 7 t 14 7d 7 s, j'i✓ 7 • ! 18 SPICE (?�LT •I7t ! 1 o GI�l,- S �� , S p �. A 2 PACE 11 12 11 12 r'!�� :�'' 11 12i�% �O fir' ,j:: t3 11 S!",�.�� SPAS J t3 11 5PACE Q 13 14 • i 1 is 10 1S 10 G iS ii — 1 17 It � 17 It SPgcE 17 it 0 { 19 20 1! 20 - ww" 1! 20 21 2 1t 22 11 22 Q; 1 23 24 23 24 2 3 24 2S 2t 2S 26 Q > �: 27 26 27 21 — — 31 12 4 ♦, 33 34 33 3! 33 31 0 , 351 3s �T 3 S 3i 3S 36 —' 37 38 37 38 3! 10 37 31t 3! 4o V ❑ 3! 10 41 12 1411 11 4 W Q 7 clo TOTALS 31� 3+50 Ii?)- TOTALS X145 3150 "9y0 ti 12 J v � ; �� T OTA L S 14(0 o Ili Xi 14(070 I 4 - )4,7�},� 1.25 = �.�� = 55A x I.25 =(o°�A LLL Z w t . 8'SG 112-15 - I ZA I,GI� 83� � c!� U W CC O IIJ ?1= i Av Lz •S�� AL,L, �I iV BAST SDS NI�LI EAST � k' Z u X PANEL ��I MOUNTING GI MAIN ' '� PANEL �� NiOVNTING �" s-g MA IsoA N °�` r VOLTS PHASE =..WIRE 100A BUS 2s � A . I .L", M►N, T' T 4- 2 =�. �, IN T U AS F, VOLTS _PH E _.WIRE BUS WATTS C BUS Cl WATTS WATTS C BUS C IF T WATTS Q USE lR K K YSE YSE R K K YSE E ., S A • B • C • T ABC T A • B • CO S A • B • C • T AdCIT A O B • Cm s ' �� f 1✓i.✓ �t !/C.i I �( �Lr I �. 1 t � � �� t'I, LA �lic,. )!•�`- i� I T. lCi �� '�� t t ."� ' i✓✓ti" ' T r w `-T(�� 3 44� ' 3 4 �;O / W GZ 3=' S �'I�i.., I :C/� ' v✓(,`j� vw.'C �'' f V 5l0 S i - .` '? , L s PAG E ! 10 f t.i= Com} QUr�^ 4 � CSI �7 ! 10 �'C 4 , 11 12 r (o (o '' 11 12 a (� 13 14 SP�cE -�'�':�,"' �� Ste; �'�� 13 14 - �f�',3. (r 1S 14. 1! 4 ;�; 1S it 17 10 11 � �'�- � ��L- 512 ,4' 17 11 SPACE - PART—A - ° 110.4 26 �' ','C i!1 20 . w 21 22 SPAe 21 22 R E V I S 10 N S FOR CITY USE ONLY _... 2 3 24 71 _ _._. _. ___. __.. _ _ _ - �' 2 3 _ _�� __ — ___ —_ --._ GATE DESCRIPTION APPROVED "TIAL DATE Q - .__ ,_� ` 25 26 25 26 STREET • WATER/SEWEFI 27 2t 27 28 GRD A DRAW J 29 30 TRAFFIC V LiJ FINAL CHECK (f, 31 12 R/W 0 133 14 1 As CONST. 35 36135 - • 36 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 37 38 37 3! RILLAS • PIR • ROSIER •ALVES INITIAL DATE U _. 3! 10 3! 4 0 Qoco a oo��levard's.,+�e 204'wvU,e,co.V272o'-» 730.973 DRAW N PLANNERS •ARCHITECTS •ENGINEERS - CHECKED 141 42 41 42 , RAW DAT11 30>1 zo T O T A L S I�} 70 '�7 I X70 762-40 T O T A L S �?-r}D Z `� .Arc LICENSE NIl11lEER FILE V� 47A x I.25 s 59A LGL � r. �4A x I,25 = 111g Lit- , , CJS 83c - g CITY OF RANCHO CUCAMONGA ,� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION I PROJECT NA1N Q.: —J O SHEET TITLE ~ �� i Nr r, ,..a AIV7D • . DATE QTY I:MANAtiER DATE CITY ENGMIEitRe" r OA SHEET �L 8 OF 27 3 .1r ,`�F► 1 �+' w ., t1 _ r �• APPROVE - NO ��'„ -e �.� ---- -•cr '� M AWMKi e9 •� �6,SNOP GArJn}„CS ACGUM1E55 - DATE CITY • PEOROHI NO A493?2 c \'' \ - - _ .. a .. •r..! '".. I - - X'f r4•.r —.'fie•4X .•a ' T - / ' r . � ,.. + ^ -.6' .r -_.- �_ 'syn""..,-• �' .;W l .i 4 ,. . .. _ - 1 .rJ. ..a _... . _ ..—•..ra•r _•r_..... _. _y.. i - i - . ,y.a_ .�W.:a—..iw..s a. W. � ._.. .7_ _ •_.. ..-__-- -'.'.-. --w-•.. - ._.._-. ... _n.....__-__- . -R. _^__..__-_-—..,.-_ ._._ -.. _.. .. , ` t_ . .s _ _ .. , -. •-•. . • • r ? • A I '. '"'i •i►'•_.:�^— - _ , -. .1 T . . ♦ .. ...• +M• v �,r • •T.. • w r '.�7�r ,�Ip- 'r • 3.., - 5Lt,(a, A - GdNl c'JKSS �, G, i•...M. 144) I I�KER PLAZA 1148 i F N MAI 2 ` - R PANEL �'A MOUNTING; 5� � =E MAIN ��%� �`' MOUNTING ' J MAIN 400A gP PANEL LM MOUNTING SLl�rAGE N IOpr, PANEL SU 2�A✓,-. � �77/4�. VOLTS =PHASE WIRE I DDA BUS �4;GD� A. I,G, MIS, '' /''� VOLTS PHASE WIRE ' BUS �o �� ar 1.�. 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SP.a w S 2 cfl � __ _ _ _ _ — GRD 27 28 2200 -r� ;p .-+�- ?o r 2) 2t rRAFFIc A� t ` V L1J 2 y 2! 30 Q 2200 ,L �, 2! 30 I FINAL CHECK - R/W 31 32 31 32 AS CONST. 33 31 33 31 ; ,--- 3 3 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 3E -- ILLIAS • PIRC • ROSIER •ALVES wnAL ATE ' .. 3 t 4940 mune OMAW cxd-swte 204 ww o.co 92720•(714)730 V730 DRAWN r f C 3! t O - CHECKED S 3! Ie 1 t 12 INNERS •ARCHITECTS•ENGINEERS • ' LK NSE NUMBER PILE I1 12 TOTALS 3Sk'G �`L G -296 • _ f' 22W TOTALS ^„bI (c i3G I5 = 11 FLA CITY OF RANCHO CUCAMONGA TpTq L L2 3'1 10TA L' I.Ci + I G COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Z { • PRI NAME c �. QRIF ESS/0N C—v p ql Fel SHUT T1T1.E C ti y PANEL- 5GHEDUIS x tVu. Exp �„ APPOW VED l9jf o���P DATE , S MANAGER DATE Y ENGINEER S, %AL y Gf. \F 0 SHEET .?2c' of 7 A -J OFFICIAL APPROVIff .1 ATF B15r•ON GRAPHICSrACCtMIIIM gE0110Fh NO A40377 . • I r• l e. r► i : r, ' ..ah-^. •✓-.-•.'-.,. `. 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LDG . 2000 8 loss LIGHTS 6XH. FAN 1 i t ICE MACHINE 185"0 2�7p ICZfz I !�1"1DN CON I 1 2 3 Y5l 1�IIJ MAEuI 1000 y LL 600 ! 3 � 0CONVECTbN OVEN I 3 ! Ia50 73 �Op I s5CON VECrloN OVEn i s s 3 la5o RECEPTACLE 7 S I P REMG FREEZER, 1940 5 _ 7 t I 30 � IhLlh {Z`e� LFREEZtf� 20 7 t � AIR -CU IN S - 1DED 4 QoO 1320 ! r• 2 1020 3 So�O HEAP LAMP ! 1• 1 20 CDUure R REcpr- a Box 1750 ?7C� �p}JD n�Y�� ! 1•"nam aam-mimm"to 3 tt tt I Po U� pl�'i'►N4 C.Ac�s 360 I go REct=PrAcLE tt 12 I w RmFRIGERAToR 1550 14 � I ��� - (� o11 250 C- SPRIN KE IZ a R J r 3 14 1 360 �} Boo REC E PI AC LE 13 14 4 HOT• DDG GRILL 440 99 �, 1 r 2244 19 3 22DG 2.5'0 D- � � � t 1s 16 360 I I 744 6CER R­km ,�RIG. Is It 2 �, i• 440 - ® �9 11 ,; is 16 100 TI ME CLOCK5 , 17 1s �' v RECEPr. 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I r - HY _ �J - - �- 3 t s: z�G o �, N 33 34 G� — 33 33 2Q(� �AIGF� 33 34 , 11'3 S -- A 00 A F2�•j E iIZ 3 S m WHA u ST F�►N 12•DO I ��O 371 3s r-'� r- 2ra6 2 3 s 3r I �p _ c OCpll�-T"� 1 U04 < mmmammipman3 7 3i aR.� I 1 3 7 3tt I �r F Vi I Dlad V O 3! �� 3! ®� 20 ` AIR cuRTgI K ��Zp I ,200 U0TL�T" 3! 40 1 D 0V -L F_ 150 X roto - 240 ca t✓r-�e gzZ 3 41 �2 I �I�A W V cn W o TOTALS 2138 D�q Iqq` a Z w TOTALS 3� 3000 5634 TOTAIf ,11: --' .14(Ci I '�"� ' J 9 _ lD 2DD Q I`7 2 i4 8 . o = 1 r- V� ZD U O L u Cl A ! 217 1� TbfAL 6594 � I -% �o /� = �8 FLS o = � % 38 ' G Od T Z < UI 0 A(o V v z w O 0 ® RANKING �A�►GN M. VOLTS 2 zo I0 3W PANEL ��� U � NtEZZ . ELEC. fZ!'1. M t9 . d. Z �_ mm r E- 1 OOA 13 US LOCATION ZQ12 PL. SLE-e- phi, YT4 v� cn < PAN�LPA MOUNTING SURFACE MAIN loo A �P R F PANEL EP 2 MOUNTING SUBAGE MAI cKT= Ce-4-�) WATTAGE o W „ s ■IIS a ,� „ W o WATTAGE _ O 208 3 4 103000 AIC E 480 2� ~ LOCATION VOLT PH E _..._WIRE USL VOLTS PH E .4 WIRE 1W h L!S A s ;� r J LocATroN P u sY oo 1 1 r� 20 2 MAI ® T WATTS USE JICIBUS K YfE WATTS T WATTS USE t1c Bus C fE WATTS Q S s 1 3 20 2P '4 11 O A • • • C • T ABC T A • � • C • s A • t • C • T ASC T Y AO Be C • � . s a C/7 2 7 %of=F � t�IC ;� t 2 MACHINE /eS0 I _ So 1570 LTra, MCIZ RWA15 W 1 t 2 40 MAIN B KED — ,o V 3 4 lt9�'SO 21 U -45'1 137,138)142 118,149 1,-35 3 2 _ O 11 1 z w 3(c 1cv rr �; ° s S 3 leso 13 460 UPPER FLOOR s t 3 -- - _ >Lov - Z 7 S f�� BBV . = `=T o�� ! 41 of 5"79 167, 15'T, IGS,170 7 spaaM20 'IQ�oNSFoRMER EP3 700 I v o. z © 3) I ShA fz ! 1s :� -. RTU ?� 4d 9 S7 111, 1116' I I7 I I8 ! 1 s'2 gbO _ Q t 1IGD 1=L`-( Ifs 11 tt ;� Y «:• I 36 I$ 972 Cot�C0WRst StA►IRs 11 rt sv�cc a- 36 D U 1'L. 13 1s `1 P;.��.`� =��. . 1�f`I I aoo 4 S s.ao .�N��ou rz�F t_T�, 13 14 el ZG�C7 - �I FLA Q2�o✓ I 3(00 is 16 Z2 hLP�RT 1� 1 '' IGD JAGS NI( rs Is O '�• ^D 17 11 r _4O I �/ I J 3 2 P n. i, r^ 17 1 s kammk 00 I t! aIr l r �Y� �M 13, �LrL00 a� - PART—A -.�c• U� 21 00 a 131 L"aam .1A� at 2 REVISIONS Y un L.LJ S �•Z _ 1123 4 ' 13� 2200 2 3 21 DATE DESCRIPTION APPROVED INITIAL DATE . O OFENO i I✓5 CORRESPONx�ING EL�G , �QUIhM i, si I=T 7s 7s. ; 13� 0 2c o 2s _� _NtSmj345 G ON h4TGmf5k 0R0kWf{�GS, Sti. K4 � K8 ATT. _ 27 ti ' Ste. -� - `f - 2 7 2 i �s DRAM TRAFFIC L u FINAL CHECK C10 W 31 32' Haw As CONST. 0 SPf'�LE 33 33 33 31 � N 3 S 14 3s ' 999= THESE PLANS WERE PREPARED 0Y: Fop PRIVATE USE • 3 7 3s GRILLIAS • PIRC • ROSIER •ALVES 3! �• Map 3! �� ega0 wt/+.c«..wa �1a�rvirw.oo v272o�(7U)73o-or,�o �••'• �� DRAWN p � L1i s 1 �2 41 t2 PLANNERS•ARCHITECTS•ENGINEERS D Ie-I IG�� Ir ( NEG " '�� -?'�� 20816 W Q G5% = 13 530 W TOTALS 1� i � �< NA1E t�ivt TOTALS 3 �08 2 I�3 2 ucFJISE Nu11sEp fa.E • a G - I A CITY OF RANCHO CUCAM N C ' = 13100 W 2•,�o�}-,� � � - O GA .� � 2�Mf'•I N I t-K� L�D�•V 13 100 W @ Roo o �- � 8�O '�fiA l- q 70 2 111 360 = ( „ I � Irl COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION J PIMA=NAYS �oQF3s'cSS;���1\ • ��`��Q��N� p0�����' fHtET TALE , C V Ivo. ,o. No-m--/":)3 - R�G O YANA�11 OAT! fs• r r CITY MI MR 11 • 0 D •/ OFFICIAL SHEET 230 OF 27' `• DRAMr�Io 2-7-3 • �" ` t I yr Y • � i Fv N Cn tet' 0 N n r– f� u X v 0 I� • I 0 N DEVELOPER/OWNER a C 0 m vf• Q� c cp t CITY OF RANCHO CUCAMONGA N 10500 CIVIC CENTER DRIVE N P.O. BOX 807 RANCHO CUCAMONGA CAL RANCHO CUCAMONGA, CALIFORNIA 91730 `o ' COMMUNITY SERVICES DEPARTMENT o O U LANDSCAPE MAINTENANCE DISTRICT NO. o W ._ .2-11 of VICINITY MAP GENERAL NOTES SHEET IN X DE o EI I 1. AN PERMIT SHALL BE OBTAINED FAON THE CITY ENGINEER ETITLE o IStEN � PRIOR TO OOCING ANY WORK. PROJECT SITE L1 COVER SHEET 2. ALL WORK SHALL BE PERPORKZD ACCORDING TO CURRErT CITY STANDARDS AMO L1aa CONSTRUCTION LEGEND AND NOTEScc -}- TME STANDARD SPMCIFIGTIONS POR PUBLIC WORKS CONSTRUCTION. L2A CONSTRUCTION PLAN � W W 3. AT TUE CONCLUSION OF ROtIGM[ GRADING, AN AGM>toNol[Ic aolLa REPORT SHALL L3 CONSTRUCTION PLAN N BROFII NIISH= TO THE CITY INSPECTOR AND ALL SUCH TIONS L4A CONSTRUCTION PLAN REPORT SMALL SUPERSEDE SOIL AN�URNT L5A CONSTRUCTION PLAN sIOMS C SHOWN an THE PLANS. W LISA CONSTRUCTION DETAILS (CONCRETE) � LANDSCAPE ARCHITECTURAL PLANS IFORNIA _ t. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD or ^ "14. GF 90 1�J L7A CONSTRUCTION DETAILS (CONCRETE) > TMAL O�1' AA-4- L,^MD1tCAP� **ittlo.IS RRQUIRED PRIOR TO FINAL ACCEPTANCE L8 CONSTRUCTION DETAILS (MASONRY) THE WORK BY THE CITY. MAINTENANCE SHALL INCLUDE HONING, NEEDING, Lg CONSTRUCTION DETAILS (FENCING) C a IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW THE 1 GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR L10 CONSTRUCTION DETAILS (FENCING) PROPER CARE AND UPKEEP. KAINTENANCE ALSO INCLUDES ALL REPAIRS, L11A CONSTRUCTION DETAILS (SITE FURNISHINGS) E >` R,EPLACEM[ENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE Ll 2A IRRIGATION PLAN p IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE' Ll 3A IRRIGATION PLAN z I MAINTENANCE L14 IRRIGATION PLAN ' PERIOD SHALL BE ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND Ll 5A RECLAIMS I ESTABLISHMENT. Ll 6A IRRIGATION DETAILS NOTES _ � a ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. Z S. CONTROLLER CHART SMALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL L17 IRRIGATION DETAILS OC LO W — —— — —— ———— ALLOW AND SMALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. L18 IRRIGATION HYDRAULIC CALCULATIONS 4 THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. L19 TREE, VINE AND GROUNDCOVER PLAN r N MMONEVER,IN THE EVENT THE CONTROLLER SEQUENCE ZS NOT LEGIBLE WHEN L20 TREE, VINE AND GROUNDCOVER PLAN THE DRAMING ZS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT IS W READABLE WHEN REDUCED. THE .CHART SMALL BE A BLAC3LIUR PRINT, AND L21 TREE, VINE AND GROUNDCOVER PLAN 1 (� A DI!lERENT COLOR SMALL BE USED To SHOW THE AREA OF COVERAGE FOR L22 SHRUB PLANTING PLAN V O v EACH STATION.WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS INSPECTOR, THE CHART SHALT, BE HERMETICALLY SEALED BETWEEN Two L23 SHRUB PLANTING PLAN X w, PIECES OF PLASTIC, EACH PIECE BEING A KINIMUM OF 20 NIL. THICK. THE L24 SHRUB PLANTING PLAN W W CHART SHALL BE MOUNTED USING vEz.CRo OR APPROVED dQUAL TYPE or TAPE. L25 PLANTING LEGEND AND DRAINAGE DETAILS I THESE CHARTS NUST BE COItP"WRII) Aro IN PLACE PRIOR To FINAL L2IS PLANTING DETAILS AND NOTES Z C7 ACCEPTANCE BY TME CITY. L27 STRUCTURAL DETAILS AND NOTES CC 6. t" WIDE X 60 DEEP CONCRETE MOWS, IPS SMALL, BE PROVIDED BETWEEN ALL L28 FIELD ISSUED CLARIFICATION DETAILS E < � W SHRUB/GROUND COVER AREAS AND TURF AREAS.M f;c(v MbWe1.11ea� *O44, ^.00 �c9n� �hrH MEQ. FSW-WJry A*V b•xLr W,��CnY �I�ugo L29 FIELD ISSUED CLARIFICATION DETAILS O A�►s � APJACC"riv AtM* Y H^Q1^1•tW �. L30 FIELD ISSUED CLARIFICATION DETAILS U V O 7. aIDEMJILIC LAYOUT IS CONCEP'lZ1J1L ONLY. APPROVAL Or THE rIMAL SIDEWALK cn V MAINTENANCE RESPONSIBILITY MAP LAYOUT SHALL BE MADE IN THE !TEED AND ADJUSTED As NECESSARY TO KEET W !TEED CONDITIONS As APPROVED BY THE PUBLIC WORKS INSPECTOR AND CONSULTANTS E— � THE PLANNING DIVISION(ILO•W. 'bit WN) Mt4oFL Tp h=1I�.IAL eA.* 'R1.IC;TWIJ. O F_ a. APPLICATION or ANY CMMD[IGLS MALL dE BY STATE LICENaso PERSONNEL. _ t Q V SEE SHEET 2, 5, � '� •.•��1 t� .� •` r.,,. '.--►�...;��, : ..'.,'. .� . . t 9. ANY TREE WITHIN S FEET OF MULLS, WALKS, CURBS OR OTHER POTENTIALLY Z f � , .� ROOT—DAMAGED HARDSCIIPE SHALL BE INSTALLED WITH ROOT CONTROL 12, 15, 19, AND 22 : ::.= :.::_�,t, r :i (( :.• it BARRIERS. PRIOR TO BACKFILLING TREES PLANTINGS, aW.L N TOBY MERTENS W .J , 1 _..: . ' HAVE CITY INaPdCT ROOT WIRIER INSTALLATION. r •� I q . >� IRRIGATION CONSULTANT °C z 1 •. 10. No TREES sHAP.L DESIGN GROUP, INC. { r ►> .. 1 BE PLANTED WITHIN 1 FEET OF CURBS. 9 — #, rtrA�a�roG AND LA?AWAM ARCHITECTURE 333 AVE ADOBE ,.' O z . ..... 11. ALL TREES ARE TO BE LOCATED Ttfi FEET FROM ANY t :: .. ;f: , STREET LIGHT, POWER PM�• A'•""'""•"M"�' '"�+O•CA.'1"" SAN CLEMENTE CA92672W .: 'f:' . � I POLE, OR REINFORCED CONCRETE BOX: FIVE FEET �: ':.•::�::':::::.:<;:�:• -- FROM ANY DRIVE r: >::�: I PRoAc�M AP FIRE HYDRANT, uNDERG1lOUND STRUCTURE (I.E. , G'PCM BASINS, (714) 498-4483 VAULTS AND SEWER LATERAL OR CLEAN—IT t AND 'PMREE FLET !»rOM ANY I: _•r- ] NATER MIiTER OR aEM1ER LINE. ERBISH, GUERRA & ASSOCIATES, I•NC. � I '..'.'^' Y. '..• ATHLETIC TURF INC. v ~ I < CIVIL ENGINEERS (714) 987-43" LAND PLANNERS U .• 'C.r". = ; . . '.� • �� � 12. GRADING STANDARDS FOR CITY MAINTAINED AREAS SMALL Mit: W r:.......:.:.y....�_ :'=: • $331 UTICA AVENUE. SUITE 150 ,,• � f _ L� , w 32225 WESLEY STREET 1— .� aIDEWAIJC MAXIMUM i.3= :.�' �.,,,,,,t.M ',•. ,? H R MAXIMUM SLOPES IN TURF AREAS 5:1 RANCHO CUCAMONGA, CALIFORNIA 9173• f✓MI►.Y,T �! VN 4 t.1 Tr tT� 1l ti !n * MAXIMUM SLOPES IN GROUNDCOVER BETWEEN SIDEWALK AND CURB 2% WILDOMAR, CA 92395 = MAXIKW[ SLOPES IN GROUNDCOVER AREAS BEHIND SIDEWALK 2:1 (714) 674 5077 PART�A l U AND 2:1 SLOPES IN LMTED AREAS. USING EROSION PROTECTION PROCEDURES. .......... SEE SHEETS 3, I O (�£ lw:f, rLI1 mw& n.*#4) f i °C REVISIONS R roa clTr USE Sar 13, 20, AND 23 ::'::.... (n LANDSC:tPE QUANTITIES �: :.c: .::':.:.:.:.•.•:f f # DATE DESCt1PT10N APPROVED MRIAL ()ATE w M W Lull T /'�F I ..•' : :'.: '.� i : O^ r S REST o TTM. ATER/SEWE Z + ' I A". SsRJW TRIERS IU R.O.N. NOT APPLICABLE Z :.: :.:' ,� ARIM ROtUT31 TOTAL STREE? SRI= IY R.O.W. 12 GRD a DRAM TRAFFIC ' i' �'OT11L TREMMH I1 M><PORTi OO1rlpLEZ s • FINAL CHECK IZ PM SI 4A ° ��i'REES SEs R5 CPL Ei --__ -�RACHY�G�TON POPl�J6 +�.� EUCALYPTUS M(�iOTIfCA S CPL 215 24" BOX 79 :.:.:...:.•.'.' ...... ..._ KOELREUTERIA BPMUTA Q. � As t31A1. ?� MlOZ 77 5 N AGFL . 2 0 9 HT FOR F WVATE USE UA • LIQI�lAMBAR STYR 16 &O-L. glz � r THESE PLANS WERE PREPARED M)Y• � � I MAGNOLIA 'ST. MARK'S' is Cit. ` 2S' R? 11S Y,iL y "Ni MITUIL DATE —I PLATANUS ACERFOLIA f 5 �.L. 1 _ Per�1S CANARENSIS 15 TOTAL O O ' DESIGN GROUP, INC. oRAw1I Q I PRUNUS _ � ',�I SRIOSS PM SIf=i n.,ww7.0,.o ..wc.rc w•c,,,rccT u•c � • r "" 1 I PFIOENX DACTYLFERAA 1S�C11L �G 1 CPL I'+'�IR'f' RAMIE '""`•"••'«s;u,cn.r .x�..c.DATE 9-18-91 SEE SHEETS 4, J. { RT 1 I aAPf4oLEP1s 1fAA,ESTIC BEAUTY' S E" Z ucENSE RISEN FILE W f 14 VOSfNGTONIA ROBUSTA' 2S• RT III "'� �••� Cn 21, AND 24 ". .. o RELOCATED WASHINGTOPWA RoBUSTA 25' HT. CITY OF RANCHO CUCAMONGA tj O .'1� ,'> ♦ TOTAL VXNZB PER SITE. V I� �..• ..:..:.�, W"°MM'M�TcI"fN` R�%►�`, tv'NT• •� 15 CAL 2 COMMUNITY SERVICES DEPARTMENT- PARKS DIVISION W 1 s 1 i Ila+ S CSL 2 6 0 PI1110"T NAME c� ,d����"-r"y � ..< RANCHO AM N A SPORTS _ ` '...'.'.'•.'.'•• C O CUC O G S O S COMPLEX I� i'OZ',L GROUND COW= ARMsi IS: Tf,41"1' a.M?. 14+,I�4 5.F. `p,NOSCgp SHEET TITLE 7 T I �:'1 •. • I Tc'T�4.. r4IL4 -C.t A.R4<�: �lJ O :.'., ........:...........:: :# ° 147JSL 29W AM= u: 635.546 S.F^ Qct, ` , MuErI��+�,g9c► COVER SHEET v .•. .1 •�� .: ~• 4�� r . :.•r!.vi:titiwi� � Ilk N l�aMraL Sgva►R= >rM M OF M M><" COMMIM ISCLODXM R.O.W. 854,297 S.F. OR ,i? � D APPROVED J � Q ....................... I � �. ,r , .......................... -- — 19.6 ACRES • e /� r { J .I'. r TREES SHOWN ON TWESE PLANS SHALL CONSTITUTE MORE THAN ADEQUATE * * oA117-VCcl, iw VICES MIANAQER DATE 9: CITY EnGwEER W J REPLACEMENT FOR ANY TREES REMOVED PER TREE REMOVAL PERMIT# DEV. No. 1p-s� APPAov c� ARROW ROUTE `r� DATE D111G OFFICIAL SHEET L OF 4lf OF CA %F A JOB NO. II4-793 ORAWN 110. OF /-AM DATE / r R SHEET 3 OF �- 3 L1 DATE 11/10/90 N O I 0 N L X O �- 0 f\ 1 O N OOL-r b,AW Id,e,�V, f 27, AMP VVTAL.A, 04MT -9. � CONSTRUCTION SYMBOLS GENERAL CONSTRUCTION NOTES O JOINTSMINIMUM THICK RETARDANT FINISH CONCRETE AND 4" MINIMUM HICK CONCRETE BAND, PAVINGWIDTE•SAWCUT SEE DETAIL E SHEET k_ AND DETAIL 1 , SHEET 7 40 SOFTBALL FIELD METAL FENCING POST SPACING LAYOUT. ~� SEE DETAIL C i 'E , SHEET -I.Q-. m 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST O 6" P.•iNIMUM THICK RETARDANT FINISH CONCRETE PAVING WITH INTEGRAL C ADOPTED EDITION OF THE UNIFORM BUILDING CODE AND ALL OTHER COLOR AND COLORED AGGREGATE WITH 24"NA1ItRAI. 69AY60L.O9 GAS 41. BASEBALL FIELD METAL FENCING POST SPACING LAYOUT. 0 APPLICABLE LOCAL ANDSI�TN CODES, ORDINANCES, AND REGULATIONS. SEE DETAILS D Nfi E , SHEET 1Q_. m CONTROL JOINT SEE DETAIL B. SHEET 6. -- EDGE TREATMENT AT W�I CIN •IN�611K� �R •C�uL_E �Fkj 4 WWL J Sid: f CL rrs 4 �� �� � �' ��i� �" �� �� 42. SOFTBALL FIELD LAYOUT, TYPICAL. mRITTERNGS MAT GRASSRINGS 2• CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE 7vJOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT/CITY OF ANY 2-3/8" THICK STOCKHOLM-SUNBURST #'6 INTERLOCKING PAVER WITH 6" 41M cN:P4 -A -A*NiET $ ` MAT SEE CIVIL ENG. DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE I MINIMUM THICK CONCRETE BAND 5'-0" WIDE, MEDIUM BROOM FINISH. I �- `'' EXPANSION JOINT SEE DETAIL A, SHEET 6. GRADING PLANS (PAWL&,,djHm- BEGINNING OR FABRICATING ANY WORK. COMPACTED INSTALL INTERLOCKING BASE ANDRS SUBGRADE PERVER SAND ELI COURSE WITH 4 3 . pZ NDASHEET RD SE�iBALL FIELD LAYOUT, T�IPICAL. SEE CONSTRUCTION 4 ap 4) 3. WRITTEN DIMENSIONS GOVERN. DO NOT SCALE THE DRAWINGS. I AVAILABLE THROUGH: MULLER SUPPLY CO. , 714/849-1433 , 44. BRICK DUST. SEE SPECIFICATIONSlTHS SHEET. CONTACT THE LANDSCAPE ARCHITECT/CITY FOR ANY CLARIFICATIONS. CONTACT: RON MONNIE. _NV ALT,*,IpA. I� SEE DETAIL F SHEET 6A . 45. STADIUM INFIELD DRAINAGE SYSTEM; VERTICAL BORE HOLES 12" n1 8' MASONRY BLOCK WALL 4. PAVING AND CONCRETE CONTRACTORS ARE TO COORDINATE THEIR WORK �� �� �� DIAMETER x 24" DEEP, EQUALLY DISTRIBUTED IN SKINNED INFIELD WALKWAY METAL BANNER POLE WITH THE ELECTRICAL CONTRACTOR, DRAINAGE CONTRACTOR, AND 99.. 2-3/8" THICK INTERLOCKING PAVER WITH 4" MINIMUM THICK CONCRETE AT A MINIMUM OF 100 LOCATIONS, BACKFILLED WITH SAND. SEE ARCHITECTURAL PLANS FOR DETAILS SEE DETAIL I-, SHEET27 IRRIGATION CONTRACTOR FOR SLEEVING, PIPING, AND CONDUIT UNDER BAND, MEDIUM BROOM FINISH. SEE DETAIL G SHEET 6A, . SEE e-*"T 2 Fofz L.XATT014. COORDINATE FIELD DRAINAGE 0) •� ALL PAVING AREAS. Iiiiiiiiiiio eiiissnoiIo �� 11111111110 comma comma WITH CIVIL ENGINEERS GRADING AND STORM DRAIN PLANS. 10 6" x 6" DEEP CONCRETE MOWCURB, TYPICAL. Z O 5. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN SEE DETAIL ,H_, SHEET 6 -r Ip 46. 3" PERFORATED DRAIN PIPE IN XCAVATED SAND SLOTS, Q ;� WALKWAY LIGHT STANDARD IT IS OBVIOUS THAT UNKNOWN OBSTRUCTION AND/OR DIFFERENCES SEE DETAILS �,C�, SHEET SEE ARCHITECTURAL PLANS FOR DETAILS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH 11 8" x 6" DEEP CONCRETE MOWCURB, TYPICAL. Q4" PERFORATED DRAIN PIPE !N EXCAVATED SAND SLOTS. E' p V CONDITIONS SHALL BIMMEDIATELY BROUGHT TO THE ATTENTION OF SEE DETAIL �, SKEET 6 tiEE DETAILS Bicts SHEET 25. p THE CITY INSPECTOR. THE CONTRACTOR .. SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS12 RITTERINGS GRASSRINGS MAT WITH 8" x 6" CONCRETE MOWCURB. 47 PROVIDE AND INSTALL COMPLETE CAST-IN-PLACE TRENCH DRAINAGE C DUE TO THE FAILURE TO GIVE SUCH NOTIFICATION. RITTERINGS AVAILABLE THROUGH: MAN-ARCH RELATIONS, SYSTEM "LITHOSCOPE" SERIES D-100 WITH CAST IRON LOCK-DOWN NU •� o LI CONCRETE TRASH RECEPTACLE 714/536-3772 . . GRATING. AVAILABLE FROM L.M. SCOFIELD COMPANY, LOS ANGELES, wwwwo 6. CONTRACTOR SHALL BRING DISCREPANCIES IN PLANS, DETAILS, SEE DETAILS P SHEET try AND DETAIL �, SHEET 6 218/723-5285. COORDINATE LAYOUT WITH CIVIL ENGINEER'S GRADING •- SEE DETAIL G SHEET 11. SPECIFICATION, SITE CONDITIONS, AND PRIOR WORK TO THE AND STORM DRAIN PLANS. 0 . . . . . . . . .4 SYNTHETIC TURF, TYP. LANDSCAPE ARCHITECT/CITY'S ATTENTION BEFORE ANY WORK IS 13 RESTROOM BUILDING. . SEE ARCHITECTURAL PLANS FOR CONSTRUCTION. . . . . .. . .. . « • SEE CONST. LEGEND COMPLETED. 48. STADIUM SCOREBOARD. SEE ARCHITECTURAL PLANS FOR CONSTRUCTION. NOTE 18A. i 4 CONCRETE PAVING SCORING AT RESTROOM BUILDING. CONCRETE PAVING W/TOOLED CONTROL JOINTS 7. WHERE A CONFLICT OCCURS, SUCH AS AMONG GENERAL NOTES, SPECIFIC SEE DETAIL J _, SHEET fib. /4�D G�.�VN-• aSN�Nr:T b• 49 SOFTBALL SCOREBOARD, SEE ARCHITECTURAL PLANS FOR SEE DETAIL b, SHEET 6 AND DETAIL A SHEET 7. RECESSED STEP LIGHT DETAILS, AND SPECIFICATIONS, THE LANDSCAPE ARCHITECT AND THE CONSTRUCTION. d SEE DETAIL K, SHEET 7 CITY INSPECTOR AND THE PLANNING DIVISION SHALL BE NOTIFIED AND 15 NATURAL GREY COLOR PRE-CAST CONCRETE TREEWELL 50 SOCCER SCOREBOARD, SEE ARCHITECTURAL PLANS FOR *_ IW WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS. PANELS ON.CONCRETE SUPPORT WITH LIGHT SANDBLAST FINISH. O SEE DETAILS _ , SHEET 0 CONSTRUCTION. H 6. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY SUBMIT SAMPLE PA LTO LANDSCAPE ARCHI k-1 T -CITY FOR APPROVAL. PRECAST CONCRETE TREEWELL PANELS51 SPORTSFIELD LIGHT STANDARD, SEE ELECTRICAL PLANS FOR m SEE DETAILS A, B. C, D, SHEET 7. LINES, PIPES, VAULTS, OR -BOXES PRIOR TO ANY EXCAVATION. ANY DETAILING. O 1 BRICK DUST WITH DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENT SHALL BE ;. REPAIRED PROPERLY AND IMMEDIATELY BY THE CONTRACTOR AT NO 16 INTERLOCKING PAVER PATTERN ON RADIAL LAYOUT WITH CONCRETE 12"X24" DRAINAGE HOLES. = i, • ADDITIONAL COST TO THE CITY. BANDING. SEE DETAIL �, SHEET . ! 52 WALKWAY LIGHT STANDARD, __ SEE ELECTRICAL PLANS FOR > We-C044PT. Mew, woml* DETAILING. O ••• 8"X6" CONCRETE MOWCURB 9 LOCATIONS OF CONSTRUCTION ELEMENTS: LIGHTS, SIGNS, VENTS, I 17 INTERLOCKING PAVER PATTERN ON PERPENDICULAR LAYOUT WITH SEE DETAIL K, SHEET 6. HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. CONTRACTOR CONCRETE BANDING AND TREEWELLS. 53 WOOD PERIMETER FENCE AT STADIUM. SEE ARCHITECTURAL PLANS v SEE DETAILS FOR CONSTRUCTION. TRENCH DRAIN AT SHALL NOTIFY THE CITY INSPECTOR SHEET fig. IMMEDIATELY SHOULD THE LOCATIONS OF THESE ITEMS INTERFERE WITH " V�T '1Q ;;'r ?;.;;;tib;{•; .;; 1N3. SAWCUT JOINT, TYPICAL 1 DEPTH. VERIFY LOCATION AND ALIGNMENT 54 GROUP PICNIC LAYOUT ON CONCRETE PAD. ,'rrrrr:: �r STADIUM PLAZA. THE PbvilP-T� EXCAVATION OF HIS WORK. uTWTIE-� y.�_ LGC/►Z1D WITH CITY'INSPECTOR AND LANDSCAPE ARCHITECT PRIOR TG SAWCUTTING. O SEE DETAIL ��, SHEET ��_. V 0 0 ' �ti' "�;; � V,� INTERLOCKING PAVERS 5�E C0'W- WROAP t41M47 �` SEE DETAIL I, SHEET(w�AND DETAIL L, SHEETI THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK. 18A POLIGRAS MLILTISPORT H SYNTHETIC TURF SYSTEM WITH DRAIN . ELASTIC MAT SEP. �. "�� �.� �� �� COLOUR OLIVE II AVAILABLE THROUGH POLIGRAS U.S.A. INC. (813) 442.2570. I D/T-*1 C ALL BRACING, TEMPORARY SUPPORTS, SHORRING, MASONRY, ETC. IS < O INSTALL PER MANUFACTURERS RECOMMENDATIONS. THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS Z > Ix bID * TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE 19 5' x 5' EAST IN PLACE CONCRETE BANDING WITH SCORING AND LIGHT o Tfi H, IHE$i^ I� INSPECTION GF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT S1UdDBLAST FINISH TO MATCH PRE-CAST CONCRETE PANELS. 56 HAWS 3380 HAAJDICAP ACCESS DRINKING FOUNTAIN ON CONCRETE PAD. L0 W RETARDANT FINISH CONCRETE THE WORK SITE. THESE VISITS SHALL NOT BE AS SEE DETAILS , A. N4 C SHEET 7 COLOR: WHITE. SEE DETAILS A-So h C SHEET 1L_. LL SEE DETAIL E, SHEET 6 AND DETAIL I, SHEET 7. O 00 . . . . . . . . . . . . . ��� �� ��� ���� � CONTINUOUS AND DETAILED INSPECTIONS. � °o 20 CONCRETE MONOLITHIC STEPS WITH 6" RISER AND 18" TREAD AT 57 WALL MOUNTED DRINKING FOUNTAIN AT DUGOUT ..._ � 11. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO S?ORTSFIELD SEATING AREAS. SEE DETAIL G , SHEET , 1 --� COMMENCING WORK. SEE DETAILS E.F.G i K SHEET •������==�� 3" PERFORATED DRAIN LINE 7 ' rgLIGHT BOLLARD oN CONCRETE PAD. AL .fV RITTERINGS GRASSRINGS MAT. �• ••• •••' SEE DETAIL D, SHEET 25 12. ALL FORMS AND ALIGNMENTS OF PAVING, WALLS, LAYOUTS, AND 21 NOSE TREATMENT AT CONCRETE STEPS ��DL AIIL A & B SHEET_ X N •• • •• •• • •• SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE SEE DETAIL _F , SHEET 7 . W < ck: CITY INSPECTOR AND THE PLANNING DIVISION PRIOR TO POURING. 59 ALUMINUM BENCH SBATZNP WITH MOUNTING BRACKET OVER CONCRETEV W GIVE A MINIMUM OF 48 HOURS NOTICE. 22 2" DIAM.FTER PIPE HANDRAIL AT CONCRETE STEPS. COLO: WF�IT7E SLAB. SEE DETAIL .••SHEET �_. d. Z '.,E. SEE DETAIL �- �- To N41�H L1rHT' �7'1?wNG�F>D�. L SHEET '�'�'�) C BRICK DUST. TYPICAL. SEE SPECIFICATIONS. THIS SHEET. OOOOOO O 4PERRF� OORRATE &WINE 13. RAMPS INTO BUILDINGS SHALL BE PER PLANS. 91v ALTERNATE4 : L�►NDSCAPE FORMSK- Lb-STADIUM SEAT,IelARCHITECT (� 2* COLOR: WHITE. AVAILABLE THROUGH: LAWRENCE CASEY N► O Q J, ~•- � 4139 VANETTA PLACE, STUD10 CITY, 91604, 14. SLOPE OF PROJECT WALKS SHALL BE PER CIVIL ENGINEER'S GRADING C IUM BROOM FINISH. 818/76170655. < PLANS• SEE DETAIL 'A' SHEET 1 �������•••���•� 30' HT. C}WHWHk- FENCING. ATE ' ' 15. ALL DRAIN DINES TO SLOPE PER CTVIL ENGINEER'4 GRADTwG PLANS. 24 RECESSED STEP LIGHT AT CONCRETE STEPS. 60 WALKWAY METAL POLE WITH EXTENDED ARM FbR BANNER. SEE � O 0 O �= O SEE DETAIL ARCHITECTURAL PLANS FOR DETAILING. N V � SEE DETAILS A THRU J, SHEET 9. _1�, SHEET 7 W 'G. AL.L m"Pb4^10P opIo*mitinm mv 'Tep me M4sv%LILso #4 /', 5 PERIMETER MASONRY BLOCK WALL WITH ROLLED CAP AND CEMENT 6 61 _CONCRETE TRASH RECEPTACLE ON CONCRETE PAD. NY O Z Oxfv" GOAC*e MowAgro � �'K-• © PLASTER FINISH TO MATCH ARCHITECTURE. SEE DETAILS F NL G SHEET -11 . 20' HT. 044WW- FENCING. .. 0" 17evmI µ wTb. _P,, .1.2• MA - • SEE DETAIL SHEET 2 �� SEE DETAILS A THRU J, SHEET 9. 1 a' Z BID ALTERNATE a : PERIMETER MASONRY BLOCK WALL WITH PRE- � � � .� 4 . LLJ CAST CONCRETE CAP TO MATCH ARCHITECTURE. SUBMIT CAP 3 BIKE RACK CM CONCRETE PAD. SEE DETAIL �a BRICK DUST SPECIFICATION SAMPLE TO LANDSCAPE ARCHITECT/CITY FOR APPROVAL. �_, SHEET cc 1L. IC*- ate ' ftp- SEE UTAIL -.& SHEET �_. Z 10' HT. CHAINLINK FENCING : : `: `:` EJ'1tTE�•{cl� ��4•�y�T .arc;- �� 64 PLAZA TREEWELL TREE STAKING. SEE DETAIL �_, )HEFT ` � E DETAIL A :��:• O Z SE S. THRU J, SHEET 9. �b 60% CRUSHED BRICK 01ML�'PIL G �T Fw�►. 65 30 HT. BACKSTOP C�M1►M-M4�"- . TiENCING AND POST LAYOUT WITH WOOD I.a.l 40% SCREENED CLAY BACKBOARD. ' >_ • " SEE DETAIL A SHEET 9 _ AND DETAIL -E-, SHEET _1Q_. � C/l ' 8' HT. CHAINLINK FENCING INSTALL BRICK DUST 4 DEEP IN INFIELD V SEE DETAILS A THRU J, SHEET 9. MARKETED AS 'ANGEL MIX' OR (APPROVED EQUAL) BY: MASONRY BL&x:K RE'TAINl.:G WALL WITH ROLLED CAP AND CEMENT 66 BARBEQUE GRILL ON CONCRETE PAD, BURIAL MOUNT. `U PLASTER FINISH TO MATCH ARCHITECTURE. SEE DETAIL B SHEET �3�FORLOCATIONS (AJ CORONA CLAY SEE DETAIL 714/211-2"77 _�, SHEET _�. SEE SHEET 27 FOR STRUCTURAL DETAILS. Ing ©7 MASONRY BLOCK RETAINING WALL WITH CAST IN PLACE CONCRETE_ CAP LAYOUT U ALIGN, TYPICAL. AND 1/2" DEEP RAKED HOM.JTZ. SEE DETAIL-) d, �HTQ �M SFT. T ^HP �� �- � �.` N� SIEVE TESTS AS FOLLOWS: MT/VL eA Cif- II Q � 68 SHOVEL CUT EDGE. � MIN. 95% PASSING THROUGH 915MM STD. SIEVE Q CAST IN PLACE CONCRETE SLAB OVER MASONRY BLACK SEAT WALL AT MIN. 65% PASSING THROUGH 500 MICRON STD. SIEVE SOFTBALL/0^4iMM►L.N. IAfltAS,. weer DCTA" 9+F 4WAW0. EDGE TREATMENT AT RITTERINGS GRASSRINGS MAT IN PARKING AREAS. SEE CIVIL (n MIN. 302 PASSING THROUGH 53 MICRON STD. SIEVE 69• EER'S GRADINGPLANS. DETAIL LL -F 3 ln�l_ ABBREVIATIONS .03 EXTRACTABLE CALCIUM BASED ON DRY WEIGHT AND ED CAST IN PLACE CONCRETE SLAB OVER MASONRY BLOCK SEAT WALL AT R E V I S ► ONS FOR CITY tlscE a+LrLAJ UTILIZING 10% OF SODIUM ACETATE EXTRACTING SOLUTION. SOCCER FIELD (SINGLE ROW) . SEE DETAILS H i I, SHEET �_. Z �, D F. _, FccurAIN JT. JOINT RirD REDw`�oD DATE DESCRPTIOM APPROVED INITIAL DATE V) Z A.B. ANCHOR BOUT DF DOUGLAS FM L. LENGTH OF araC "; R.O.W. RIGHT OF WAY �� I"IOIJNN�� �►L-L-�� M UT P114 THS 30 CAST IN PLACE CONCRETE SLAB OVER MASONRY BLOCK SEAT WALL AT _ _ _ -- STREET A.B.S. ACRYIaMMLE BvrADIDIE STYREME PIPE DG Diu ED GlRANrTE L.A. LANDSCAPE ARCHIT>acT Has ROUGH SAWNSOCCER FIELD (DOUBLE ROW) . SEE DETAILS K i L, SHEET 8. ATER/SEINE � A.C. ASPHALTIC aaM�TE DIA.; O DIAMETER LAT. LATERAL s SOUTH F--l-0WI"� GRD a DRAIN AC ACRE DR DRIVE LF LINEAR FEET SCH SCHEDULE 11 U p , NDS C A.C.P. �'rOS CE 9W VS. 3YInNSRW Is, ,"._, tD .� �� � 31 MASONRY BLOCK SCOREKEEPER'S WITH CAST IN PLACE CONCRETE �P APF TRAFFIC 0 MOUH0IAC �L.�.Y 11TH+ �c OF o - � k, Mu E 1 i FINAL CNECIc ALT ALTERNATE E EAST MAX. NA��s SM. SEx' CN TOP AND EDGES. SEE DETAIL �_, SHEET �_. Q. ` 4c N ALUM Au rM EA EACH MFG. NANUFACIURE R sG sUCRADE !,A, AjF_L., -M KI CP4 � �`� �P A/W t W APPsaax. APPraDXI?ATE E.C. END of CURVE H,H, �pLZ sm SHEET N N 3 2. SOFTBALL/BASEBALL DUGOUT LAYOUT. � � s AS CONNOT• � � AVE AVENUE E.C.R. END OF OCURBNJ INT KIN. MININiM SF SC�IW FEET (-road ���. M0< -ALSO AN(Al LANZ B GQp.OPI/1 CL.Ar. SEE DETAILS F i G AVG AVERAGE E.J. EXPANSION JOINT N NOEtzH SPDC SPECIFICATIONS , SHEET �L. a' + Q B.C. BEGINNING OF CURVE ELEV. ELEVATION N.I.C. NOT IN OONIRACT SQ. SCX. M san w• PLANS WERE PREPARED BY: FCII PRIVATE 1fSE % 2 ec BOI�rM of CURB EST. NO.; I NUMBER sr. STREET 33 GALVANIZED STEEL PIPE SERVICE ACCESS GATE WITH FORK LATCH. - ('y • MrT1Al OATH B.C.R. BExIaNINc of ORB R>cTu�i E.W.E•w• EACH WAY N.T.S. Har M SGLE �'A• sT�a+ SEE DE�i'AIL�S �L, SHEET �_. ' �� RJM P INC. BLDG BEING EX.; �' Exzsrlm oc CN � &M STANDARD CONSTRUCTION LEGEND s, Date DESIGN GROUP, DRAWN � � w BLVD BOULEVARD EXC. EXGVATICN OD CUTSIDE DIAHEIFR STK STAIar4 S.M. BENCH MAA FFE FINISH FLCCR ELEVATION I ►ui«:n•c""°uNosc�c Mc"rc�crv.c CHECKED � 807704 � sTEP DPP. � s/W sIDEwALx 34 8'-0" HT. MANUALLY OPERATED SLIDING GATE WITH WIRE MESH FABRIC f OF CA��F� �������"`���•"'" Z N FINISH GRADE P.A. PLANTING AREA 94S SURFACE FOR SIM IN CONCRETE TRACK AT FIELD MAINTENANCE ACCESS AREAS. NAS DATE - Bw BACK OF WALX F.H. FIRE HYU:LW P.B. PULL Bax T TANGENT G 411 MINIMUM THICK CONCRETE WALK MEDIUM BROOM FINISH WITH 4" 1 � C C224TER FL FLOW LINE P.C.00NC. POFITANDI cpm Tc TVP OF CURB EL TROWEL BANDS IN ALL PEDESTRIAN TRAFFIC AREAS. SEE SEE DETAILS A i B , SHEET 1�. ��� NIr�R FILE � � � CB °�• G�CONDUIT N F.O.B. FACE OF� P.C.C.NG POINT OF � T.C.B.ON � w G� BASIN NG DETAIL T C SHEET 6 35 STADIUM FIELD ACCESS GATE.. SEE ARCHITECTURAL PLANS. CITY OF RANCHO CUCAMONGA v C.F. CURB FACE Fr FEET, FOOTV P.R.C. PDIrI' of REVERSE CInvE TG ?IOP OF GRATE COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION C z G ORB AND wrrlR M. FOOTING Pi. q� T i G 4C�8 AND GROOM O d" MINIMUM THICK CONCRETE WALK MEDIUM BROOM FINISH WITH 4" IX C.J. axrIADL Jona cl►• GAUGE 30' HT. GRID METAL FENCING WITH 12" CONCRETE MOWCURB BELOW. PL PF0PEMY TIME � TOP OF PAVING WIDE STEEL TROWEL BANDS IN ALL VEHICULAR TRAFFIC AREAS. SEE 36• PROJECT NAS d � LINE OC. GALVANIZED P.P. POWElkMUM POLE Ts TtOP of sI� DETAIL C SHEET 6 AND DETAIL i_, SHEET �. SEE DETAILS A THRU J , SHEET „4_�AND DETAILS c. D ANON SHEET � RANCHO CUCAMONGA SPORTS COMPLEX �1 z . P.S.I. PaULL PER 9Qc.L1RE D10i TW 4t7P OF WALL C.I. CAST ISM G.L.B. GLUE L#?SITNATID BFJ1M C.H.P. CORRUGATED METAL PIPE G.P.H. GAUL PER M Pr. PoINr TYP TYPICAL 37 20 HT. GRID METAL FENCING WITH 12" CONCRETE MOWCURB BELOW. Q P.T. PODNr OF TANGENCY V. %VLTaGE 3 . 1k" DEEP CONTROL JOINT, TYPICAL. SEE DETAIL �, SHEET 6 . SEE DETAILS SHEET AND DETAILS D AND F, SHEET 10. SHEET TITLE v A �U J ' CONSTRUCTION LEGEND AND NOTES C.M.U. Q�TE FQ\'3CXitY u+rrr M. czaADING V.C. vnrric;�. CURVE -S- -GROUND PVC POLYVINYL CHIARIDi: Q C.O. CLEANOUT R.• ROD. RADIUS VERT. VEFMCA:. CCNC CONCRETE GUY GUY WIREic. vicDaly 4. EXPANSION JOINT, TYPICAL. SEE DETAIL -�, SHEET 6 38 10' HT. CHAINLINK FENCING WITH 12" CONCRETE MOWCURB BELOW. A Ap^IIO�VED J CENST mNSl�ax�rpaMSlPcrL-TION HT. � R.C.B.RcBREnNl�cac.•� axM�TE Bax ,• Hr. �Hr R.C.P. REINEOUD OONOWZ PIPE W/ Wrni SEE DETAILS A THU J SHEET 9 AND DETAILS " AND.L SHEET jjy M CONIINUOUS HDR ROAD M WEST 5. 6 " MINIMUM THICK RETARDANT FINISH CONCRETE PAVING WITH SAWCUT ' Li C.P. CONCRETE PIPE NORIZ HUtizCMNrAL R.C.V.R. R12VTE COwnlQL VALOINTS AND NS" MINIMUM THICK CONCRETE BAND, 5'-0" WIDE MMU1�AL. C.R. ORB RETURN HP HIGH POINT W.P.�' WELDED� � 39 8' HT. CHAW&M FENCING WITH 12" CONCRETE MOWCURB BELOW. DA r NAGER DATE • CITY ElIGNEER RDC. RECMD RDY /r4� ,• r1tT1>=. vi�v -�,9.11NGT'G,M+v oe�vrx.3:, SNEr.T"� t� JOB N0. "-M �• ���� � INSIDE DIatMirTEIa SEE DETAILS A THRU J , SHEET ,� . AND DETAILS U AND F SHEET 1 . C). CUBIC DMV. DNVERT W. REFERENCE �� •� .� �� �� � �� �mb � �I M. APPROVED �,, C7. Fr._ CUBIC FEET Im. �GTTpi �• >��ID SA. 2' HT MASONRY BLOCK PLANTER WALL WITH CA&TAN PLACE CONCRETE CAP ANC I * a DATE OFFICIALra SHUT J► BF I CY CIBIC YARDS J.B. Jtk cncN Box RR R`II� 112" DEEP RAKED . MI'�E�7 JOII•4cv. �•Et GETAIL► D '�HI;ET a O p K 4 Df�. L- �'1W'd'IF6 hT /44 TOT �r DET. DETALL RT. RIGHT �L M .••�� .�L- A ^. Ll aa All SHEET F=;. DATe "AO/00 t � N i 0 N L X v 13 N ^d' I 0 52 0l' N -SEE CIVIL ENGINEER'S PLANS FOR CONNECTION1 S.B. FROM F E 45; cSF. -IJA> TI� Q AN OF STADIUM FIELD DRAINAGE SYSTEM TO SITE STORM DRAINAGE SYSTEM TYP. 22-0 � LcPf r t-a8 , DOA&5 H fz Pie � a I'L' 0c ° P.A. 8G 5 8 0 to MI R,o 10 m s a ll.l m CNI P.A. 3 P.A. r ;°"-;:>' = 3 12 z ❑ % ';�:'env �7_ U %''t�'r.`= •-' ' W P.A. ° -_ P.A. •A °'•'' P A. Q N o P.A P.A. TYP. ID =s C P.A. - �'�` '�'`^ I S2O �-. __ •.: __401 Trp z P.A. I r:. - VIS ';4 Vii_ ,• I ; e I- P.A. TYP. o v P.A. o _� 1 Ft, $2.5 A ;:: o P.A. • : 1,'_ •:; 0 1'k�= I�5' o :' - �r a $2.0 s C o )� o C.O. q PSI-- -, w :1'` o ISR LAY F ° ❑ P.A. �: 9 o I� _ •� ' �•' 1 P.A. W- 73 REU161* TD 0 P.A / H.PrL $1 51 -,,;:..' ' .. O o W-k WS`r am a �. PROFE IO AL e,• • c r 51 o F^L o -ry BAS LL FI D = 48 W 00 I Sl.rj 82.0 ) +ia t,.• L -. I •. • eon 0 o 00 0 o TURF •O F ? U)INNIJ O •� � ,1-':• " "''`�'-`=`�; 46 O i `�',I a�s v L. x I s, _ 1 v 68 a: v /y I 8 I . f-` ifs 1 il C ' - I l :y:. 1 1 O F TB A L F IEL 2 " - 1 v S = I - R- > g c - •3 a� - 1c T P.A. - = 18 A o Q TU RF .', , 25 — _ •°• _ E 3 �n ( E 6 8 �• NE SE SHE 0 1" _ .e Y l`::: 'f- y b _ r 0 a b �- C � _ _ _ 8 _ .r ,q r - - 1 C l .1 • 3 r \• - O' - I 00 .e e o r - B - o T� i � O - - •i'� - tai•_ �• P l✓( ,C i • - - - - _ ,:- ��_:'::` i P.A. � LL. ee / 1r D 00. - D - S� V+e- 5 rt`�' o •4 :e 'Opr - .. 1 � B VI Rfb- , e• ;r ;y"` O ..�y7� /��7� • �e • i 9 - - V 68 + - iL I l0 _ ♦ I pQ. + 8 - cn s 4 i + � •e e • • W r ,O LLJ _ + 3 Q T + GRE + CON � _ - d I - =. N EN - 8 lSEyl " SM •'f J • 4 - : • + + ♦ ♦ e e - - NI H Z - AL FI " F I - �' I SPEW-I - �4 OfZ na NG t s - - + = ' Z " 6 A - -- P14 - - - _ T E•►'IT - RY N -� - C'Of`K�RE I I ,r \, Ivc - N � Ln - - t TA >; Y 5 1. _ r of 4 - � R A _ rt W 1 - - N g - 44 M Nom �: ,:. I. P O <;:: s1 " - - - IN - CML_ �1�ICd NES K I°IJ�N _ 8 - z 1 V r fia.!J T1 34 .o > �0 000 00 00000000000000i , , + i 1 P.A. • g' _�` • 81:0 .r ~ = 1 /p' ALUGN C Nc1mTE� CVGF- Of KITTI I N65 ce Qrw Z S EE ° FA MAT WrfiH -t�zMlr�-t" OF FO _ OUT p V • I A ' ? SEE GML R4GINE�VWG M_A1 J- Z i AND � �� ID ALT 10 now _ SEE ELECTRICAL PLANS FOR DETAILS ? PLAZA AREA O17 z r OF ALL LIGHT FIXTURES IN AND SPORTS FIELD LIGHTING. 6 15 64 npVS usT om 8R ' o Mrn Ps' ' Raw _ (c.6. � V rSE7HEET5A FOR LAYOUT - ,,oftPART-AOF PLAY/PICNIC AREA _ , . PNDsc,� 11_ -- . .—.-- J , AA �. SCALE: 40 rN� � s � -� /01 O Er ID T. 9 ,� �, �� REVISIONS FOR CITY USE oNLr W � v�PIT 8 -� ' e0 T DATE DESCRIPTIOII PPROVEO INITIAL DATE W SEWE ��,�` (� I �+ N ��t � NOTE: '� BID ALT. # 10 0 Z ND ' 2/D YW V 1 /q O0 ►M„ �'VCu �l �.1 STREET p. �. �) SEE SHEET 5 FOR LAYOUT OF PLAZA AREA, sgllrole ATE&/DRAI GOr7�V�' �' C/J I/ jl '/ �/,�N '• U G O U T AREA * GRD L DRAIN CHAINLINK FENCING ANDD TRAFFIC a- 1 S �l4lf OF CIAI�F�PN\P R/wFINAL CHECK ❑ SEE CIVIL ENGINEER'S GRADING PLAN sW MTT �11A ILA, SHEETS T8 AND 9 OF 16 FOR ROLLED ND ` -,�� „S CONST. W B LOCATIONS. ��� n vp,�,� - KEY MAP No SCALE THESE PANS WERE PREPARED SY: FOR PRIVATE LME .>J CUR _eM d1 /I'LS �" , �F % � INITIAL DATE Q SEE SHEET 1A FOR CONSTRUCTION �� DESIGN GROUP, INC. DRAWN Z LEGEND AND NOTES. �r L �J �l ANNI�G w�D L�]'DSCw►E w11cNITECTURE `.��� 1 NOTE: .,. ., . .. ..: _M. c,.r^• ..... r.ys us c..ul s.cuTE tV.M6i1fM'1[M.c.rna NAME DATE 9-18-9 1 a W L CURBS AND GUTTERS WALKS, STADIUM AND RESTROOM - LK:ENSENUMeER FILE o AL �." t1 BUILDINGS,, SOFTBALL/BASEBALL FIELDS, SOCCER FIELDS, AND >� ,juj CITY OF RANCHO CUCAMONGA s +', L — COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION V • CCENTERLINES OF PLAZA PAVING HAVE BEEN COMPUTER DIGITIZED. ; _ r N -""` �t ? w c� I= = i= PRO&CT NAGE �'� ` Q RANCHO CUCAMONGA SPORTS COMPLEX CONSTRUCTION ' ` '� '� = cf THE HARDSCAPE ITEMS ON THESE LANDSCAPE �� = = I w ° PLANS ARE DIMENSIONED FROM THE APPROPRIATE COMPUTER _�� SLEET MLF I . 6 of ` - z CONSTRUCTION PLAN COORDINATE POINTS. - - - - Q . _ —I _ = i A 0 APPROVED SEE CIVIL ENGINEERS GRADING PLANS FOR COORDINATES AND I � W DIMENSION PLANS (SHEETS 12, 13, 14, AND 15). _ DAT TY MANAGER DATE CITY _NGMIEER \ a = ' !� 1 APPROVED SHEET �- OF JOB NO. W793 DATE OFFICIAL 24 _ --'-- — A DRAWING OF -- 12" DATE CITY PLANNER SHEET 233 F L.2 A DATE 11 0190 s- U • S N i 0 ul N �� L X v ❑ N I 0 mmop== CH LINE SEE 1 EET 2 N NOTE: - i ALL CURBS AND GUTTERS, WALKS, STADIUM AND RESTROOM N -AN e c'ot�n-_ � BUILDINGS, SOFTBALL/BASEBALL FIELDS, SOCCER FIELDS, AND Ew� F14AN& hT rolwt) or P.A. I = - -t-,�' o CENTERLINES OF PLAZA PAVING HAVE BEEN COMPUTER DIGITIZED. �� �� No ;a ND• �-1�• � m a THE HARDSCAPE ITEMS ON THESE LANDSCAPE CONSTRUCTION �, A + !� o PLANS ARE DIMENSIONED FROM THE APPROPRIATE COMPUTERAJT o,l �„ mor, ❑ X17. s -�- L _ a Q COORDINATE POINTS. �� . -� / " SEE CIVIL ENGINEERS GRADING PLANS FOR COORDINATES AND ° oo � 0 N DIMENSION PLANS (SHEETS 12, 139 14, AND 15). a. L-Gu OPEN PARK, SPACE � � cn CI Ch (OVERFLOW PARKING AREA) W -- o - SEE SHEET 5 FOR LAYOUT OF PLAZA AREA CHAINLINK FENCING TIJP i - a 2 1 1 i S d; ' �. !�, , ,� \ \ �' �• o I D v . 0 ° AND DUGOUT AREA - ♦ •�• o Z o ., _ - wb vvPiT�fz 8• Fo mm o P.A. 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H 147L-1760 MATE4zJ4- Q O—FLAY) WI VV V"'T1+ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 4 RJM INITIAL DATE • DRAWN TM CF � \ I DESIGN GROUP, INC. W + irluG GATE9-18-,11, • �11-F�EIr.I7�R�?C'•� �� �"uiu.�r.wNs► w.�w,c� CHECKED NAMEN • 40— R k.Q1 LICENSE NlJ1MER FILE � ISI '-"i i •� !�� 1 ��% ; � ,it CITY OF RANCHO CUCAMONGA "WI��'� 1rtfh0 (-W-) COMMUNITY SERVICES DEPARTMENT PARKS DIVISION _ r U• ~ PROJECT NAME w }�f _ cork_- F RANCHO CUCAMONGA SPORTS COMPLEX z • SHEET TITLE 8 p V)>y CONSTRUCTION DETAILS (FENCING) 5 PRCNIDE �`=Tl�illGolrC,i�lE h'1p�) A VEO A vED F J GAeB A7-EA"MST W � DA C Y SERV ANiAiGER DATE CITY ENGINEER APPwov _ JO6 N0. �-7sib mom F� SCALE SCALE SCALE DAT OFFICIAL SHEET L10 OF I POST SPACING @ SOFTBALL ,11-40- C POST SPACING @ BASEBALL 1"-40' D POST TO MOWSTRIP NTS F A DRAWMW. 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'4-M '�'}Ic,l� y�/Gvs(o �� I � o e N�T� It -r�r rte• -rte ►�•+,��- mur.rr,�l N w. w M. c LL > UA I �� - t7LT1�IL wAw*4r fi NI' 1 Cv1IG. DF'INKINt Fo+�hl'r�lr! OtJ .t` _ hRQAlr1P F*ViKSAwAt1' A�.It7 � cot", FND S DE?all. G WATtl* O - t?4\,4W, 1114+o*t Ogt*4M WNPW E �'�- - BID ALT. #9 :. Ea P ' 1 ? ►cFs G� 5 -4st`!h LSA 1 I -t - O '• � K I- r, LICA ID ALT. 9 I z w OC LL•) aFy�+Ttol`� lN 71"09 /►fte1�-- I O U- w J �- SCALEALE < ❑ �D SAND PLAY/PICNIC AREA SC � 1 "=1 -o A GROUP PICNIC AREA A.-_1,-0 AA B X u 8 1 /8 N o� P�+✓INct — W < cir_ �- LAJ -T II Io'-iv'I IV I o� � WALL !� J v Z L-��j oN .JalNT TIMI oFv GY Lors C�`rN 1 I 171 a. Z C7 tii- +E -A t-�.►^�'`3 38� I NK+r�, .2170- T-G �sll.� w�K- TYI�� -f'YI�. I 2 O in IN%A,1 L FM Mb Ur,&c, �c I � WIGS �� LAJ Uf�T�r�i /wNt -� 11 . M C:OIA� � W WH JZ cin I Z 5_2 Iz I us, V � 0f rGPIJ'��l0IE7� ` b V �_ trva✓ �t.�►C o� UaL I N . G G. � 4�oVNt7 t. W /Ni -, llll� "101-1 O z h 4L �N �ur�r �� ANG 4LVp 5'- I a. cn Inisf �. c.-�. p�cl��cN JOIN ? N Z u -_ - ELEVATION I 1 1 < `�' >..:«. 1 •tvlv� 9" 7 >3vrt0 � I ... ` .'.'' F I- IIs E�cT> JD ,. 1 Z v o� 1 O '^ o• Li J_ .A Q Z - ..JL/ � •No Gil- I c - � Y SUI1P 1 _ v — • 1 � _ o Z _ o _ I- I I I — I �.•�q. te�r.aw• F....y ole yy. `�;fid y1 'o` 'Iv — 111 --II I II�•" � , R�Ic.+X1• Ir+W�+'rDltz ... � I GI I-tT' .Jol IST 0 vJ W PON" l% MIN.-luh 4 Id Q 01. cv �7 �3e�b6 N ��•��i�+ �'1}' 4F . . ;qn_t) yz~ ar l�:-_� x I� G� f� W/ I_T. s •. •� 1104 -TW 6044_ K&.*- 9�iz• er �— _--- m BID ALT. #24 w wznva �a, Tv -o T I'1N I SAD �- 3�N BID •ALT. #24 - � SCALE � DRINKING FOUNTAIN ON CONCRETE PAD NTS C BIKE RACK ON CONCRETE PAD SCALE NTS D PLAZA PAVING/ NTS E FURNISHING LAYOUT PART-A SCALE N C � � d �tJl`dNeP COIQWE� Op � �,��,,�,k06+ �� �� R E V I S I O N S FOR CITY USE ONLY 1 W 1'�ptl- _ �'II� �-L �"� ��� �'EFz �`I�Ar1E>rpt �- 2X2 BID ALT. 24 DATE DESCRIPTION APPROVED MMTIAL DATE Vy o LD sT� ���� ft A CHAIN I-INK i14T� Z N N STREET MP& 7 7 2_ X Z N-*TXFodENCNWATER/SEWER _ C•HAIN SINK PNb 21x1 1 I I SCAMSCAMRr1g SFf'I'- I GRD a DRAW2 15 lam �I.1�MIt�yM TK,AbHFWCErT11C�-q,A-�69*4F- S1'F�'7 1Z'XD-�: TRAFFIC G�►u LINK f°'per�- 5w- P" poct , so M A -17-0 "WO Ihg �1I,wtA4z-S-Iis ` L II I-(oll � r�t�c)kVN4I►$�-E � FMIAL CHECK � ❑ I { slums WI+IrrE,t.v WOW. tav vaLAftf- T*,w F► I eP I� -"J A MXT �1� :: . ,� f ,- -1�� I R/W W . e UIrA A#WG 'AMIE ft)+-6600-142d) �c I-or1,5 -ccwfK TDw As coNST. ... ..p MoUNb Lir FII•►111110 - b&4ffup/1- tJd. 3' '�bWttslF T I ' < J L4� L MoU N�t� C.Ki NK1 6� I - .� � .. .:. .. t _pRiNl�;1�6 !-ihNb v!Or IS'I sa col. . r�.xti- W� I T, !IS WERE PREPARED 8Y: FOR PRIVATE USE � �. � THESE PLA �r� "TIAL DATE 4 • y41 I I Icor Pt>� lwrAgi. - �V_ ;�F� � Llr�tr s�c�.5r- �M � M _ - J ,,,� f DESIGN GROUP, INC. DRAWN W �O Q I y a�,�y/crrn�IG' �Nl �j� f I I ;4 PLANNING AND LANDSCAPE ARCMITBCTVRE CHECKED % • C. Fi/Y1►-• C70 �1 C I - AT �G'r Own F�f�A `�{.��J v��J1 'i IW ' I NAME nYs uc twMws,suRE t11 Mlip(MvaiD•c . D AT E 9_� - I `� t - `�1�F�Y o I vT f I � -- _ - _ — .= 5 WILL �G• rib LICENSE NUMBER FILE • . . p _ --� 1 p _ Blah F CITY OF RANCHO CUCAMONGA v ----- I _— ' = I 15 �lyJI11h , , �� • F.A?S M COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION U 0 I r' 10 `�OSCA PROJECT NAME 'fN '� '" '~"� "°�'�' N Q`�o ` , r11E► RANCHO CUCAMONGA SPORTS COMPLEX �1 = { _ � SHEET TITLE RUCTION DETAILS (SITE FURNISHINGS)I L- C ST p Ty lcx J - I ') II _ �tiL- A E APPROVE W J II,IAI^-•11111 -- > ':. ;IFI — II� II,II-- (II:I�I� t _ ck:: �.,�. �-,�� �,- ���-- x-15 � � �If� 1 I N NI►��„�� f • �� _ DATF 41Tr MANAGER DATE CITY ENGNEERAWIAW lHftt4&4 Gz•* 1481, MoUt4,,n Hrr MA*-7r4 D 10*ii# G � y APPROVEpOG SHEET`l,� OF �- JO W70 SCALE SCALE SEAL a oATE ,':' OFFICIAL DUGOUT PLAN @BALL FIELD 1/4AA_,�_00 F DUGOUT SECTION @ SOFTBALL N.T.S. G BENCH SECTION H A - DRAWING�. NTS DATE CITY "LA16E1111 As .. ... ...•.• A- S H E E T -_Z4z 0 F z-+3 DATE "ncno i N tet' I w o LO N r-1 qwt u JC v w 0 N I 0 1,(•) N K21 NOTE: �~ CALSENSE IRRIGATION COMPUTER. K�3 125 ��, INSTALL MAIN LINES AND LATERALS K22 `' WITH 24" COVER IN STADIUM AND INSTALL IN MAINTENANCE OFFICE I%I4Zo y + �� SOCCER FIELD ONLY. SEE CALSENSE COMPUTER NOTES . v�d iv4 . _ ____ g - - a� hca w Ll Au - - ---- _ _ Ljr- cu- +It I f I b I+ �' Ai !� wt -�-�# id iIft r + -3 - , Ai 161 X8 �t -� 1 2 w r r c 1! G I G2 v12� f LL1 0 t � � 2 t I � .. - I �`+' '►` � w f �+ -'�- � lug 1 �' v� t"' �' � Vr'�r 1!4 � ;3 � >< '� Ir ` D N O z hA � � i i)`I I t9 � � __ ' � �1 � y,« a;o � ''� � � , , � •��,, � � �_ � G i5 �' r, � �� �'it�' d � �' - .�- ;�'� ' ' -� '+► i 1.1.1 3�. �T ?J' ' �'1 d N teWIlUN6 FYI• r , Q 4T f►o►t ''� RIO " �v L � � l� , �'1 � , � ttc* ` I p •- �! I , , ' O I ab yl - °I' , r _ o z 8/D 7 e ti 41irE 9 I 4 to i _ V �I --�� t • I� ► � _ Q a� `0 1' �` - I I'KvFf P�6P � flans V'L � �. � � 2z � � •' ,�, o � I � w � O .� � X11 \ �• .. AY - h L. L\ , 2'��1 y1 � _- ---�-._ � �OIIF� OF �' �M I� �,(` /f O a I _2" 810 - �, it •- a E, (l {}$. \' �i r * k► ({�,, CIV w o ` ( G+v )';4 ! W 1 z , n 'd i- h ` low , i y MPd UN6 •- 1 , I to , I �, , z , ay � / �+ �cL°sv o� � ,Z1 c? �' I� O O �. Z� E S,�ATZ �, ; � Ir fib. "Os " + p - o y '� 11 'D` r "'r r i" I« c°LAS t�SE 2� zty E� T1°l� dry a a w �" _ il4 Q` q �' _ ZK , ti` 1 1 O�,tROLI'�Z 00 Ir a cn - � � � � � NJQ/fPW P1l+�Ib1a�Q.li It � � '---I`+Zn I 9. C F,t1SE k1 �, ys � •- O z t �a r / RWM __-- tis G9 ' WM r cA E' a - - bocW Of�W. � ( �'_ � '�` w� ! 1 ` s I (" , � � "° � 1.1.E to "itf f"f41,7,13 III � _ , � �.�� '° c f� ` 07 O�J� QI J - "�' Jt:3Fr ti ,g '� CIO �o� � kv Ii I LLS c iL O �+ C :IaP1;iQf►Mf�INIAt�G �. G 2 , 1 / `� r > - ! �-� ;, !` / ?lt O ;w IR :► , VN�R'iN Oi+Of►OF A� L� ��� 111 C w _ �2 yO h!' �i` Z v ;4' O 04 w 11 hP � E L �4 ^r 7 °A' A ..:...�� -� W �, �, k2 Ig'� �� s,."� �' ,3c _ 2• I� � Ai `'1t1 - �[ 35 a ,� l I . � � -- ,� + I �O><5w I I � . 44 ,� t � as � � r- - a„�,�;�. p n r -- t y' 1 I?7 ` • I bv1 �� O ( r '_. I z z 1, I, � � I N � I� � .Z rfri� ` I �P � ` ..I�. .� �I M LINE SEE SHEET 13 Z � x ►-+ � l� 1yq, --�---� � Q � � -� - - G! L[7 w V2 E _ IF is 't'� O �" i it � H a a K I x 111 �' r 'J `Ii►. I �.-� ---+ Q w to i t I cA J F t �" t - N 1 . . 1 - � � - + - v Q KO(G'l CONTROLLER A IN ENCLOSURE I: - - - -_ - - -. _ .- ._ �- 211a " ' IVA ( I I J UNf► 11PVaf6 DII►i106 N I CALSENSE 21 00-M 12 STATION +� �+ � r � 111 �` .ti II I .P._._.�' � � � �, �'=� �' � %/ �"� � �►, ?2 I Q ❑ ` /� ��t gT � /' '� 4� V`L � �' Irk• � G I g � G I I V )yv " � a - - .�r •I sty aT 'Drb /SiJe�--L/ D { i✓ W Q 0 �: T t'. S � �S �� w W Ix W W z - I P i./ f i` I* z /� let' wm ti� fr ti Ira J z �a / z 14 www as - U A I NSTALL I INE AT TOS OF SLOPE 1;I 't: " �, r / a04 -4 W.� � LAJ ' I u ' 5 tiCi� _ ( ►'� I L ,,, I BlD FTLTER�I/.4TE # yp1! c,q ♦ t� 4 x O H W I ,o fir I + , c. a ca a W a ,` 3 _ CdTIlVFC'T= DETAIL V � �' 6 i � �' .� - -_ - - �r ,� O MWN L oW if ?11 �y k - Flt '� t!1 yl - ' p ' Z- NI, v --�` E PLANTER - SHEE 1' I� I ., V W �'' - '�► CD.G. ?di4�F2D, EXISTING 2 METER F-- t t r - POL• I A' EXISTING 2 METER Yr I F 1__.. f \ ' �� ♦ / STATIC PRESSURE 47 PSI p[ Q Z 1 PEAK DEMAND q0 GPM it - - ya STATIC PRESSURE 97 . G PSI Q = EAK DEMAND GPM 16 SN6GT I7, �ilWti�D� V � �� � , ; i � � � ; i ;�. � I � '�i hr I+� � Mr ,� __ - � � cay � ���, �, o� •� ,�I Gsp �� 91 � Z N ' •� , �-Y_"f 4 +- - -_ ' .._ � 1 F / i xll f i 77 ' ;'�' M�' (� Ir/' 11 IV ^'^il-1 I I �I V V J ` LLJ �. /1 �' dyk w`r' i+ oc w • -.. y _- -- .. � � - �. - - � � _I � ,M _' .... P � _ ' . ' --- � ; ' .,, � ( h.i �"CI' �0� �• �� �� / � SHALLPIPE BBEWEEN SCHEDULER40ETER AND GALVANIZEDCIRONW PREVENTER � Z ow 1 SEE S Ti 13 0 A FSEE SHEET L-Ib FOR PRESSURE CALCULATIONS . (/) II �1� /,!-U\ ��� SEE PLANTER DETAIL - SHEET _ ---- �_ THE IRRIGATION SYSTEMS ARE DESIGNED TO PROVIDE 3 OF WATER FOR h�- r.Ip �SC,�P LAWN AREAS AND 1-1/2 FOR GROUNDCOVER AREAS IN 6 DAYS . WATERING _ - - - - c'L4' GLI "� ki �.' f CYCLES SHALL NOT EXCEED 8 HOURS PER DAY. _ ' - --�► - IRRIGATION LEGEND + r E ��� 9�y, ,;�• u rr _ , -- CONTROLLER B IN ENCLOSURE I �G4Q�,ALFf - - + / >M�: kw1actwul Rol: A htiom W PSI ZETA _ • CALSENSE 2100-M 'STATION I Cruel; I , �•- t �i_ PART-A le J tU \ n 0 Wein/1 1*1b L taw biter Xo w. INJ. >y $9 li Syna,ure SCALE.1 4O ('f i A« c� - I bidlrl 1 1Ht-1+r E taw btr so w. �' :A 14 � \�� R E V I S 10 N S FOR CITY USE ONLY X w CONTRACTOR SHALL FURNISH ONE (1) IRRI-TROL bldtrt t t-5o C-u Lo taw btr 2:5 w. 32 �5 ii = (�, Dale / �P DATE DESCR�TiON ,PROVED INITIAL DATE 3o Z CONTRACTOR SHALL INSTALL COMMUNICATION CABLE INTO THE RVC-T 536 TRANSCEIVER WITH BATTERY CHARGER. �� Z CONTROLLER PEDESTALS AND TO THE COMPUTER CENTRAL. bidir+I t-50-C-U-3.o, c.o L t,++°btr 1.i LS i.1 w. wu tr is ti STREET CALSENSE SHALL MARE ALL CONNECTIONS OF THE COMMUNICATION DELIVER TO THE CITY PRIOR TO FINAL INSPECTION. 6 D o ]a bidirt 1 1106-Su-nal-lou r Pq u► .4 .1 •.8 1./ M IS Ito 3to to' 30 13 W ATER/SEWS b 0 v a bldirt 1 loot-Sm-res-12 r Pq up .6 .1 la 2.6 00 IS Ito 30 - Ir 30 13 E� TOBY MERTENS-IRRIGATION CONSULTANT GRD L DRAIN CI_ CABLE TO THE CONTROLLERS AND THE COMPUTER CENTRAL. i d • 0 bidir+11106-Sul-Pts-i5 r Pq W .1 1.3 1.1 3.1 10 IS 110 31O 1S' 30 13 � o ti bidir+1 1112-sul-res-150.155ST r POP up .6 1.3 4' a 1S' 4' a 3O' 30 12 3 333 AVENIDA ADOBE TRAFFIC CALSENSE COMPUTER NOTES: t> b bidir+11tina-POs-1sm,issst it►q 4 .6 1.3 4' a ts' V r 30' X 12 A � SAN CLEMENTE, CA. 92672 FINAL CHECK ❑ 6 6 o g bidir+ 1 1112-SNI-r15-IOU Ir Pq IIP A .t ./ 1.6 10 135 180 360 10' 30 12 E (714) 498-4483 R/W N • THE CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) PERSONAL COMPUTER (INTEL 80286-BASED) OPERATING ON MS-DOS b 0 v C1 bidirt 11/12-SNI-Pts-12 12•Pqup .6 .1 1.3 2.6 00 IS 110 iso 12' 30 12 SEE SHEETS 13, 14, 15 FOR REMAINING ASTAO TURF Otic COVER b 0 • 0 bidir+ 1 1112-SNI-PIS-1S it Pop up .1 1.3 1.1 3.6 10 IN 110 310 ts1 30 12 AS CONST. L W OR IBM DOS VERSION 3.31-- FOR EXAMPLE THE IBM PS-2 MODEL 50 WITH 2OME HARD DISK. 'a w f� If 41 bidir+ I' 1112-SNI-RS-22SS !r PDP 01 .81 1.61 a Ito 1S' 30 12 4 H #3 RE6AR • 5-1/4' OR 3-1/2" FLOPPY DiSK DRIVE. • bidir+1 1112-S11-res-16U0-PC5030!r Pop Up .3 10 3' 30 12 O 4 KEY MAP NO SCALE Lu � J IRRIGATION PLANS. HANDLE � � • MINIMUM 640K RANDOM ACCESS MEMORY. bidir+1 1812-S18-Pts-16UW-KSS tr Pq 4 .4 too 3' 30 12 w z THESE PLANS WERE PREPARED BY: FOR PFAVATE USE � � Q • MINIMUM 20MB HARD DISK STORAGE (40MB RECOMMENDED).• bidlrl 11112-SNI-Ms-50-1 lr Pop 4 .5 snit S' 30 12 W v ins INITIAL DATE SEE SHEETS 19 THRU 21 FOR TREE, VINE % x bidir+1 14N (2-wA cell) 1rr Veil i+Ibbler l.0 30 + x E+ r RJ • TWO (2) ASYNCHRONOUS COMMUNICATION PORTS AS COMS: AND COM2: (ONLY ONE 1S ACCEPTABLE IF THE SYSTEM IS ONLY r `' AND GROUNDCOVER PLANTING PLANS. _ - _ / �`•`• • \ �' LINES). C! I� T°" 'n-Soar-07 tr►q up lacer t.0 2.a s.7 '° 1e0 360 "' 3s ' w � Y. DESIGN GROUP, INC. DRAWN � Z � TO OPERATE OVER PHONE f 1 Tore 1 a-3onr-M 12•Pop up rotor 1.01 2.02+.N 0o leo 360 21' 35 1 �x ,� FLANKING A%D LANDSCAPE ARCHITECTURE CHECKED � W \ • COLOR MONITOR (VGA PREFERRED). �$( ire 1 2-300,-0/ law btr 1.13 2.16 5.7 so too 310 3t' 36 14 W A n LAse..+a+.s.slaTEne Ineuol+ IEM.cA.nvrl SEE SHEETS 22 THRU 24 FOR SHRUB • ON-BOARD TIME AND DAY CLOCK. w o "�� Nt11�R F� - - a 91 NO 2X6 REDWOOD • DOT MATRIX PRINTER (IBM GRAPHICS CAPABLE -- E.G., PANASONIC KX- P1124). m grUe 1 102 cuter Valla, bal".r Opal. 10 PLANTING PLANS. bidir+ 1 IF�o res 0ensle Control calla. 10 - , `l I z Tirp• MODEM loox HAVES COMPATIBLE -- E.G., ANCHOR 2400. O bidir+133OUIC 3/4• 1°►ctewpltq uire for Crwl+Cowr Irws, t.etau to Ihlw 1r. 1 tJ + CITY OF RANCHO CUCAMONGA r LA-2 LING Ar1PL1 FISK t3 TEW%I JAL 5TRI� WITHIi t 5 OF cDMPUTER O bidir+ 1 SIP-1• Ielctonsp11a1 Valve tr Turt Fifth, install b law Area. 7 W � � ---- w 10 Chains 1 200 bnul Anil Valve, Ur Sin. z I �. -- -FII SEE SHEET 16 FOR MASTER IRRIGATION FINAL CONNECTION Of THE COMPUTER SHALL BE MADE BY A CALSENSE TECHNICIAN. COORDINATE COMMUNICATION CABLE CONDUIT ►� gibes I T-113 Gate Val"-wee sin. 4 H In :' �= _ r . ,, ; Z COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION U LOCATION AND INSTALLATION WITH BUILDING CONSTRUCTION. ►a +: ra. ; w ♦� LEGEND. 24• p cal.1.21�..�-H Getrellr Is byere b°1-i-c 215 belewre. S H \� f i /..�'• '_ •--T± 'µi c I Q PROJECT NAVE 0 t� INSTALL O.C.A MANUAL 6 alsfw 1 Fl! ilw Sfnsr. 1 94 E+ -N- list I cm-S Seri., spla i.esh+Clea rale. W w � � � RANCHO CUCAMONGA SPORTS COMPLEXSEE SHEETS 16 AND 17 FOR IRRIGATION VALVE IN BOXPC = CALSENSE MOISTURE SENSOR NOTES . cr- Febn I tZ5T I bhee+Preas,re b-Alloy Prea■ter. I,C ?- �- _ �_! DETAILS. • CIS1111=1 F-12-10 harm bil°1 Pala, Iso Psi. .t„ ;t `-�_ _ - SHEET TffLE - U) V7 THIS PROJECT REQUIRES ONE (1) CALSENSE 1000-S MOISTURE SENSOR FOR 1111in 15a Prosser•bplatr, tans stn. W W ( - ' _ j = IRRIGATION PLAN 5uj Q SEE SHEET 18 FOR IRRIGATION HYDRAULIC EVERY FOUR (4) REMOTE CONTROL VALVES . w W I L1 I' a = - - _ J CI N r, I1 '� ' '�` ! 0 A APF'ROV J 2a- THE PLACEMENT OF THE MOISTURE SENSOR SHALL BE THE RESPONSIBILITY I ,� l;J0.- CALCULATIONS. _ CALCULATIONS. 24• OF THE MANUFACTURER. THE CONTRACTOR SHALL INSTALL THE SENSORS AS AI Ceatraller w+start«Veer '€ X�A ; 1 M q Vales Stn/CM i •, I \ 0.- aY DIRECTED. RECORD THE SENSOR LOCATION ON THE 'AS BUILT' DRAWINGS . FOR INFORMATION CONTACT• _ PPC sal b sprieYler latfnl. 2 _ i I DATE C Tr R S ANACsER DATE CITY ENCsM1EER PPC Sal 40 Irriptta his, T�� 1 I APreROVED MR. RICHARD MURRAY _ i t - _ r 1r1 OF 3( JOD PIOJ fb!•71i� PIC clay Iii Irrlptlw bla, y/�i011.�PIQ1N/acv i,11 \ ` - r - - - ; I SHEET 2075 CORTE DE NOGAL, SUITE 'J ' ._. prc sal 4a slra, 3 = - --- DATE OFFICIAL WOOD BOX DETAIL CARLSBAD, CA. 92009 . TEL. (619) 438-0525 --- bwr11r1,y t -- --_ A rA7_1 IMAWM NO of C� 1K C34ziuM VNL;f iaj�Hlr4I7 _-_.- cuter hies wable ARROW ROUTE ATE CITY PLANNER 1 PITGHP125 HOUP.�D - a.ewintins Cable hilt 17171-0, 0lract 1r1a1 1 SHEET. F ��3 2.x-3 DATI• 11/20/90 04 CN =1 INS M 11111 44 DOI ta .CONTROLLER 'E ' IN ENCLOSURE� CALSENSE 2100—M 24 STAIrION 44 CONTROLLER IF' IN ENCLOSURE CALSENSE 2100- M 24 STATION 7�1 LOCATE HEADS AND QUICKCOUPLERS IN TURF z 4 4" FROM EDGE OF BRICK DUST AREA. to Lij ale 13 SL INSTLLL MAIN �INE AT TOE OF low D ion low M lid lit I \j BID i71_T5X"ATe 15 —INSTALL MAIN LINE AT TOE OF SLO" xg 4x� Do 4� F4 w � w 94 0 z 64 0 'Tit lee Its z JA IRV < to 94 td-,7 Cr 14 u- 21 IV- ui 94 w CL Z 41 7 C) is Of ro� ITI IT k 1% wit 0____x rv.,- (A CL IF Fill z LAJ LLj 0 Or 64 tot�,�c i—,, ,7 -— WL loop S"I it 411111 op �Aff IRRIGATION LEGEND am ow cm &A PSI KTA 01 PART,,,s,,A Fe.o. EXISTING 4" METER bidild 1144-0 111,L LM 11" W. 14 FOR CITY USE ONLY PEAK DEMAND Z73 GPM bisill,dill-SO-C-LA-3.0, 6.011. Love letter 1.7 15 7.0 AN. PAL 3V Z 14 DESCWT APPROVED 1110111TIAL DATE LA_j DATE ION A4f TO 4WJPT 17 1 V V* bisaird 1 ION-SAX-PIS-12 r P9Pw .6 .1 1.3 2.6 10 IN 100 360 12' 30 13 Daft STREET V 0 blollird I 1812-SM-M-12 I"Pop 4 .6 .2 1.3 2.6 10 135 180 30 12' 30 12 SAN CLEMENTE, CA. 92672 FINAL CHECK bildird I 1812-S#A-M-22SS fir top 4 .81 1.61 so too 15' 30 12 V) biallird I 1812-SAA-M-16LAO-K=Ir top Up .3 Do 3' f 12 As comsT. hiallrd I 1812-SAII-M-11RA-1ICS00 Ir Pop Up .1 too 3' 30 12 CONTRACTOR SHALL INSTALL COMMUNICATION CABLE INTO THE x bidird 1 140 (2-sed will Trw Vol I Wltr 1.0 3D A 9 04 THESE PLANS WERE PREPARED BY: FOR PRIIVATE USE CONTROLLER PEDESTALS AND TO THE COMPUTER CENTRAL. Two :v-nw-o? tr Pop up btor 1.43 2.66.7 10 100 so X* 35 1 INITIAL DATE RJM -30W-9 360 2111 x 0 04 Ir?air OF bier 01 CALSENSE SHALL MAKE ALL CONNECTIONS OF THE COMMUNICATION TWO V 1.01 L02 4.001 00 180 0 4 lit RNG AND CHECKED a CABLE TO THE CONTROLLERS AND THE COMPUTER CENTRAL. F-L�N.% LAN06CAft AACHMCTLart z C14 1-4 IQ -91 bidird I ow-PIS bate c4outral bile. 10 HAM DATE SEE S1­IEETS 12, 14, 15 FOR REMAINING S . bldird 1 33-M-3/4' bickempliag Val"let Gravel Covet krus, ImUll Is Val"Iles. I lid LICENSE NUMBER FILE _T_ SEE SHEET L-127FOR PRESSURE CALCULATION -11 Julckompliall hive for Twf Ralik, ImUll Is Lowe kass. 7 IRRIGATION PLANS. Naples I barrel Aqla Valve. Lim Sin. 04 like I T-113 Gate Valve-Use Sin. 4 CITY OF RANCHO CUCAMONGA Lu 0 SEE SHEETS 19 THRU 21 FOR TREE, VINE B Calsoms I FN Floor Seem. 1 COMMUNI`TY SERVICES DEPARTMENT. ARKS DIVISION jz THE IRRIGATION SYSTEMS ARE DESIGNED TO PROVIDE 3" OF WATER FOR, _+4— gleg I 913-S Series 11prisig LmW Mod Val". E-4 PAO"T NAME AND GROUNDCOVER PLANTING PLANS. E 04 E-1 > LAWN AREAS AND 1-1/2" FOR GROUNDCOVER AREAS IN 6 DAYS. WAT RIN e police I 12ST 11 bhow Prosswe bdflov Provester. gG L<U CYCLES SHALL NOT EXCEED 8 HOURS PER DAY. F-12-1* hosswe blief Valve, 150 PSI. w w RANCHO CUCAMONGA SPORTS COMPLEX 0 4 94 cc SEE SHEETS 22 THRU 24 FOR SHRUB Illklm 190 Protest*blislater. Lim Sin. in I- SHEET TITLE Is PLANTING PLANS. w wl Lu CALSENSE MOISTURE SENSOR NOTES . IRRIGATION PLAN Ci Ell [4 LQ SEE SHEET 16 FOR MASTER IRRIGATION THIS PROJECT REQUIRES ONE (1) CALSENSE 1000—S MOISTURE SENSOR FOR Valve Sin/UK 4Z 1 1 for APPROVED EVERY FOUR (4) REMOTE CONTROL VALVES . < __j THE PLACEMENT OF THE MOISTURE SENSOR SHALL BE THE RESPONSIBILITY �j gatim his, JI)t-t4 PVC SM 40 M Class V5P ItrIptin his, W/40 sofmo. 2,11 0AT(f;j?_j CO�*Yi&ERV$7S AGER DATE gq? 7-(_V1 CITY ENGINEER SEE SHEETS 16 AND 17 FOR IRRIGATION OF THE MANUFACTURER. THE CONTRACTOR SHALL INSTALL THE SENSORS AS ME: tw C—D PK kA 40 Siam. 3 DIRECTED. RECORD THE SENSOR LOCATION ON THE 'AS BUILT' DRAWINGS . V 1 APPdbVE DETAILS. FOR INFORMATION CONTACT: I J06 W. W793 �71 - - I//Z , - MR. RICHARD MURRAY I SEE SHEET 18 FOR IRRIGATION HYDRAULIC 2075 CORTE DE NOGAL, SUITE 'J ' comossicatles Cable hip 17171-0, Direct Wrist [ZAT:E 0% .1, A ra r� CALCULATIONS. CARLSBAD, CA. 92009 . TEL. (619) 438-0525 ARROW ROUTE SHEET -�-4+ OF 1 3 e 1`1120/90 � � � a � � � ' N I ul N r� L X v- ❑ N CONTRACTOR SHALL INSTALL COMMUNICATION CABLE INTO THE CONTROLLER PEDESTALS AND TO THE COMPUTER CENTRAL. O CALSENSE SHALL MAKE ALL CONNECTIONS OF THE COMMUNICATION N CABLE TO THE CONTROLLERS AND THE COMPUTER CENTRAL. :SEE SHEETS. 12, 13, 15 FOR REMAINING. SEE SHEETS 16 AND 17 FOR IRRIGATION � 'IRRIGATION PLANS. DETAILS. CALSENSE MOISTURE SENSOR NOTES . THIS PROJECT REQUIRES ONE (1) CALSENSE 1000-S MOISTURE SENSOR FOR SEE SHEETS 19 THRU 21 FOR TREE, VINE SEE SHEET 18 FOR IRRIGATION HYDRAULIC ^ EVERY FOUR (4) REMOTE CONTROL a AND GROUNDCOVEfl PLANTING PLANS. CALCULATIONS. THE PLACEMENT OF THE MOISTURE SENSOR SHALL BE THE RESPONSIBILITY g OF THE MANUFACTURER. THE CONTRACTOR SHALL INSTALL THE SENSORS AS C SEE SHEETS 22 THRU 24 FOR SHRUB , v i DIRECTED. RECORD THE SENSOR LOCATION ON THE 'AS BUILT' DRAWINGS . PLANTING PLANS. POC. ' J ' EXISTING 2" METER �� �r FOR INFORMATION CONTACT: m d �� `� MR. RICHARD MURRAY (D STATIC PRESSURE 1004 PSI . \ , 2075 CORTE DE NOGAL, SUITE ' J ' m SEE SHEET 16 FOR MASTER IRRIGATION PEAK DEMAND 50 GPM. � , clawl �# I;' JIU � CARLSBAD, CA. 92009. TEL. (619) 438-0525 ' N } LEGEND. PIPE BETWEEN WATER METER AND BACKFLOW PREVENTER SHALL BE OPA56 CONTROLLER 'J ' IN ENCLOSURENOTE: <@> CALSENSE 21 00-f1 3y STATIONS t N I INSTALL MAIN LINES AND LATERALS . -- ♦ 7 ( � CmWITH 24" COVER IN STADIUM AND `� 0 /I,, r J/'' Ir �' - �q ;� {11"F JET-1; v _ . - _ - • - - _ SH SOCCER FIELD ONLY saa a• - - _ . _ ea ea - - -�-�? MA C. UN `SEE Seaai����ea��e��• +��Ppminm�� �eae:aea.eat . .������ea. � ��1► ��ms�eea _ ��e:aea��e>.�m>•es .�� ea�s_i_ 1661, -`-'f , JI�� ,\ �rn'�eeei "�0000 p -7- L41- 47 pi 111 4 a hL I Iii 2 r4i yi �i; I► f' '�I '.1J' O C_ I" XI / w 0 C14 0 I i IRRIGATION LEGEND H J2 � .❑_ M 01 w zpwl: hwfacturer: Item: CPN Vattern: wPSI DETAIL O O 2 _ z � H i lit C O O O o o O hlmltrd t -�-t N. Lawn Rotor �.o ADI. FYLL ,' 14 t (4 _ o i- 4) �'1' 6tdtrd t eie ISN. lar. Rotor }r, la. >�i' , 1+ •vii III i r As w N 1+: I � � >faidird t t-SO-0-U-2.0 M. Las Rotor l� ADI. !R' 35 14 �p ,.:r 3 T .a7 N ® hinlird 1 1-50-C-U-3.0, 6.0 N. Lawn Rotor 1.7 3.5 7.0 ADI. FW. 30' 35 14 � r 1 (" �' * O z !~ b 0 himlird 11806-SAM-PRS-10U r Pop oP .4 .6 .8 1.6 90 135 180 360 10' 30 13 C fr, ^.�- r' D4r I ^vim--v^ w a 1� Q Q 4 6teltrd 1 IOM-SM-PRS-126• Pop Up .6 .9 1.3 2.6 90 135 180 360 M' 30 13 I Oil } �r�� �� z 4 J� r 0 V 0 lairAird t 1806-SAN-PRS-15 6' Pop Up .9 1.3 1.8 3.6 90 135 180 360 15' 30 13 > ` - - .. r U v hin8lyd 1 1812-SAN-PRS-ISEST,ISSST 6' Pop Up .6 1.3 /' z 15' /' s 30' 30 12 IN•1111f P�bA � _ 42 `' D- hintird t 1812-SAM-PRS-ISEST,150 Ir Pop Up .6 1.3 4' r 1S' 4' r 30' 30 12 1 a� ( `ly b f Ye, 0! 6 8 0 A hielird 1 1812-SAM-PIS-IOU Ir P .4 .6 .8 1.6 90 135 180 360 10' 30 12 I °� UP v Ewe �1 , `� -�� �' " Ip {9 ' b 0 V C hinBird t 1812-SAN-PIS-12 12' Pop 4 .6 .9 1.3 2.6 90 135 180 360 12' 30 12 z �, I �►-T-`O E w Ito 9 r * 0 m 0 himBird t 1812-SAM-PRS-15 Ir Pop Up .9 1.3 L$ 3.6 90 135 180 360 15' 30 12 Sf 3 hidird t 1812-SAM-PRS-22SS 12' Pep Up .81 1.61 9D 180 15' 30 12 v w ��' t lird r cK L7 w Ra t 1812-SMI-PIS-16LAO-PCS030 lr P .3 90 3' 30 12 a Air r, _3'i stip l 14 yll s himlird t 1812-SAIL-PIS-I6LAN-PC5040 12' Pop Up .4 180 3'- 30 12 z „ 1 ' �' ( J 1� 1 III �1' himBird t 1812-SMR-PIS-5CST-1 12' P .5 STRIP 5' 30 12 Q C a i h �► I m q� -- - x hialird t 1104 i2-act wc1U Tree Yell Bubbler 1.0 35 9 Z > 191 I I' I 13 �'° i ' P 1 w Ln t (7 tj7 Toro t IP-MM-07 Ir Po Rotor 1.43 2.85 5.7 90 180 360 36' all A I 1 1 ti ph ,�, r © Toro t A-3001x-05 Ir Pop Up Rotor 1.01 2.02 4.04 90 180 360 28 35 9 40 w ' o `� v 1, p i I 4S l7 I f� Toro 1 IP-300P-07 Las Rotor 1.43 LOS 5.7 90 180 36( 36' 35 14 0 r Ll co z z II'T �r� �' -Oir+-v °I� I I'i ,z � i 1 , J g m Nudie 1 102 Nater Valve, Normally ORIN. 10 J r- law7 hiaBird t EFSCP-PRS Remote Control Valve. 10 I a w in z '� }tl2 M'luFf K 3'I #4G• � r �' IM fr Q himlird t 33-DLIIC-3/4' lalek li Valve for Crowd Cover Areas, Install Is Valve loon. 1 ❑ H O♦' (G1d(b- i 7,v1 ��• �l K v � kH himBird 1 S IP-1 luickcoupling Valve for Turf Fields, Install in las Arras. 7 V G o = %A In K F I r �� tb k► I' 71 �� Champion 1200 Nuual Angle Valve, Line Sire. X N �•�, ? ,n,�rI f�•r�-��-� O ( �� 04 Nibco t T-113 Cate Valve - Lire Size. 4 Lu W o tZ U Zj �Y t Disease 1 L/o0-fy Controller in Meyers Maul-1-M 285 Enclosure. S J H a z ' � � d I 11 v �fitF Z H w ry �y ti I�10 '� 8 Cal sense t FM Flov Sensor. t a `q yy �4 V �- v Ir r' I i`: l31' , J q fib' yti -••µ- RINI I KCS-S Series Spring Loaded Clea Valve. << Z U sk ilk ,, y' T Fd= t 82ST D Induced Pressure hckflow Prevemter. 8,C G N a ta LAJ w w Z m ! I" I �yZ • CASN/ACMEt F-82-1' hessure Relief Valve, 150 PSI. Ix a I J Zs'o M 1 x G1 O � � ~ uA 1 I4 Zd All tt i _ ' �L i , ''f „1t j11 1'I I H �� ■ 9llkins 1500 Pressure Iegu►ator, Line Sin. U ,V T '� O a ,at • H °� I 1 I1� i G�' IV l I fi IN I II� I I'i 'r w e s Cn _ tY H x U 4 n 1 I '� I' 7b' z �' �,I v w O E4 w '� � -I I I I 1' Controller W Station Nnnler W a yr a I ?R 0 O I Iff yy. ikIM q Valve Sia / CPN ~ � Q4 I 4014 Iw 'jM j 4P IM \ I, Ir - - PVC SCM 40 Sprinkler Lateral. 2 O . w- fllt SQI 10 Irripttw him, 2 V ��- PVC Class 11W Irrigation his, wl 5011 go p"Wj _ 2,11 i1 Z I'1 1 �' 9' (,I�e ltH •� PVC SCM 40 SIN". 3 N W G1V �1 - Sensor Ylrieg W fit - , Z 0 � Inter Valve Yirimg Li. \` _ �� >� 47ftT' - - Commumicati s Cable hip t 7171-D, Direct Initial D Z re0.+A,4'4 EXISTING 3" METER 16IAW-171 416 k� � � Q� 4 '�' Vi\ \ STATIC PRESSURE 106 .40 PSI 0 'V' 8 1 (410 Ir a W PEAK DEMAND 142 GPM 4� ' - 1P14 �, (AL �r 6 I ( a SEE PRESSURE COMPEMSATINC SClmIS OUT SW-177 DETAIL 'N' � N w•z l 34 \ ` �, �II Ir LL COMMUNICATION CABLE LOOP 7 0 ' - V U IIl1jI SEE SHEET L It FOR PRESSURE CALCULATIONS . H - W ` I., ' ., `2-It ANIMAL SHELTER CONTROLLER. �� ' I!o oa H Il ¢` 1 � , THE IRRIGATION SYSTEMS ARE DESIGNED TO PROVIDE 3" OF WATER FOR = v En ` t I ` 1'4 LAWN AREAS AND 1-1/2" FOR GROUNDCOVER AREAS IN 6 DAYS. WATERING U En 41 ck: z a H It IT 14 JI I N -w,,�, \ - ; r r- nll N - GII ` CYCLES SHALL NOT EXCEED 8 HOURS PER DAY. (� Q QL 7: O \ ` L + vw ` M / , SCALE:1 11-401 PART,siiiiiisA �;., a w x oo �, 2 1'� v {' G4 -ll r O `p,NDSCq E or W w k �r �, ' IM 1y� Q� , Mut � REVISIONS FOR CITr USE oNLr j W Ij L �r = " I" 1�' � ��P � �y DATE DESCRIPTION APPROVED INITIAL DATE o Z 414 ,Z, �' IH ` SZl Ill I r 117 P GI� I 1 ,' �J T Z a cn 1 L, J ., I �17i \ c3 v T s BEET EP• W �'' o Fl , w t� vS' yc1N DL'TAIL I` `I r« � Ik �,, t 7��. GRD WATER/SEWE YS DRAIN z a - o ��ti yy 1 10 O �' �et�re U CCN p'f� �- �I {r wr sy 0 -1 / FINAL CHECK ❑ a vWi 1 © ?� Aay` I� 116 1 �^ 44W- F4-.�T`� I 'GI` k`" ) �,� J� / s 3 ' m .� �� - -5}4' G' -0 (N lila' J j Date �p R/W 0 W I d - d d w " k I g Ir I y I ' � . . .1 �. -� 'lf Df LAItFOP� AS CONST. W E-4 a I" IN -rl I �; 12 Mr lti I 5 ?fir / .,s / .IX kCEY MAP NOSCALE ,-- oa _ fi t y U U 1 \ a " 14 I �8' ily R ��� t J :,,? ;4' I" �' I11' I" T r2 VATE USE Q THESE PLANS WERE PREPARED BY: FOR PRI r 1Bi Mh ' Gs I' Mi I 21( 1" ZtJ ,_�. -_ = INITIAL DATE Ir IVa Ir� k`'rs 9i d �` .;,. 1 RJM I S _- DESIGN GROUP � `- �. Y � I �� � 14. �_ -••��' ��-- '�-- ��r� . INC. DRAwN 1� � - � , .%/ .;_ � � HWQN1NGw1+Dl.Al�eCAfLARCNfl'LCTtlRE Z W ;'. �� CHECKED ' , - T + I" tNr fit, Iz IM'' >�` I ,r-. }- DATE -18-91 �j N �s � '� _ NA ...a 19 `I�! I h I I ' I ! 1 �.� kt moi' "T �' I �' ( (� I _�--- ' j LICENSE NUMBER FILE (] la - I � �,"` 3 �► M �• I" `a y r �w I I" w �- �► ;� - - - ,� I py;1H A► r I � � ( j CITY OF RANCHO CUCAMONGA p �G Z COMMUNITY SERVICES DEPARTMENT: PARES DIVISION U PROJECT NAME 2 , 1 - �ft A - M� - - �- - PN _ mak = , �� ' F . €, ; RANCHO GUCAMONGA SPORTS COMPLEX a- F. y $ cj rgy (i3' g ' I:7 y TT' e�'it 1,2 �,' 1111 I I I� ,a.: �� � SHEET TITLE � n 113 4 YI. � SIC w 9 s � s3 IRRIGATION PLAN p cn to J s12 ARROW + I,,IJ, 11 ROUTE N - LOCATE HEADS AND QUICKCOUPLERS IN TURF I i A ED APPROVED J A' 4" FROM EDGE OF BRICK DUST AREA. 1 ,( W DA C S R DATE CITY ENGINEER TOBY MERTENS-IRRIGATION CONSULTANT kl I A ED . 333 AVENIDA ADOBE 'zrrak °' " I DATE FICIAL SHEETLA 4 OF :31 _ J00 NO. W793 .,p• �, , I ,.,r. SAN CLEMENTE, CA. 92672 11 - L�L I (714) 498-4483 --�- --' DRAWING NO. OF ARROW ROUTE DATE 4b I L14 SHEET �L-450F DATA IIJ20/90 N I 0 N tet' Pl u X v .So- 0 N 1 0 LO N CUCAMONGA COUNTY WATER DISTRICT. SPECIFICATIONS FOR RECLAIMED WATER FACILITIES G. Quick-Counlina Valves SPECIAL ONSITE RECLAIMED WATER NOTES. 4 g O PART 1 - General 1. In order to prevent unauthorized use, all 1 . The installation of the reclaimed water system shall C reclaimed water quick-coupling va operated only with a special coupler key with reclaimed water systems within the Cucamonga County CL lves shall be conform to the regulations for the construction of O m 0 A. Descrintion an acme thread for opening and closing the Water District . m 2 This section describes special materials and Choir valve. . The Cucamonga County Water District shall be notified two days prior to the start of construction at installation for reclaimed water facilities o N -•- identification. 2. Quick-coupling valves used in potable water 714 987-2591 and each workday thereafter until the O systems shall be operated with a coupler key completion of the project. B. Related Work Specified Elsewhere not using an acme thread for opening and 3 . All onsite constant pressure reclaimed and potable water main line piping installed on this project shall closing the valve, and with a brass or yellow 1. PVC Pressure Distribution Pipe cover. be identified in accordance with the District ' s N regulations and the irrigation specifications . � C. Approved Manufacturers 3 . A warning sign shall be attached to each (a) All constant pressure reclaimed irrigation water reclaimed water valve as specified herein. piping shall be 'Alertline ' color coded pipe as v 1. Warning Tapemanufactured by ' Brownline ' Inc . • •� • H. Potable Water Pining (b) Warning tapes shall be used on all constant pressure a. Griffolyn Company, Inc. main line carrying potable water. z O 10020 Mykawa Road 1. All potable water piping installed within the (c) Warning tapes shallQ :'_ be a minimum of 3 inches wide 248 same project limits as the onsite reclaimed and shall run continuously for the entire length PO Box 33 Houston, 24 77033 water piping shall be installed with potable of all constant pressure main line piping. The tape p U shall be attached to the top of the pipe with Phone: (713) 943-0070 or (800) 231-6074 water identification. plastic tape banded around the warning tape and the aj b. Terra Tape, Division of Reef Industries 2. All PVC potable water piping shall be blue or pipe every 5 feet on center . U C PO Box 33310 shall be white with blue stenciling appearing (d) Warning tape for constant pressure potable water W �� on both sides of the pipe with the marking piping shall be blue in color with the wordstL ._ Phone: (800) 231-2417 "POTABLE WATER" in 5/8-inch letters repeated " CAUTION BURIED WATERLINE BELOW" imprinted i Houston, TX 77233 n min. every 12-inches. 1-inch high letters black in color. Imprinting shall O be continuous and permanent. 2. Warning Labels and Signs 3 . Blue warning tape identifying it as a potable (e) Warning tape for constant pressure reclaimed water O In all cases the warning labels or signs must waterline and stating "CAUTION: WATERLINE pipe sleeves shall be red in color with the words o be approved prior to installation. Failure to BURIED BELOW" may be used as an alternate to " CAUTION RECLAIMED WATER" imprinted in minimum "o• receive prior approval may result in the Owner, blue or stenciled pipe. The tape shall run 1-inch high letters black in color. Imprinting shall Applicant, or customer removing such sign(s) continuously for the entire length of the main be continuous and permanent. N PP } and providing approved replacement(s) . All piping. The tape shall be attached to the top 4. All pressure main line piping from the reclaimed water O costs will be at the Applicant's, Owner' s or of the pipe with plastic tape banded around system shall be installed to maintain 10-foot minimum h customer's expense. Failure to comply with the warning tape and pipe every 5 feet on horizontal separation from all potable water piping. Where reclaimed and potable water main piping cross, the 40 these requirements as set forth herein will center. result in termination of service as provided reclaimed water piping shall be installed below the C for in the District' s Rules and Regulations 4. Where a potable and reclaimed line cross within potable water piping in a PVC schedule 40 pipe sleeve O i = Section 700 and 800. 3 feet vertically, the reclaimed line shall be which extends a minimum of 5 feet on either side of the > W I v installed within a Class 200 PVC protective potable water piping. Provide a minimum vertical 1 3 . Reclaimed Water Quick-Coupling Valve sleeve. The sleeve shall extend 5 feet either clearance of 6-inches . Warning tape shall be used on al•1 C side of the potable line of a total of 10 feet. constant pressure main line pipe sleeves. Nelson 42 and 40 K key A minimum of 6-inch vertical separation between 5. All reclaimed water sprinkler control valves, gate utilities must be maintained at all times. The Valves , quick couplers and other valves shall be tagged potable line must be installed above the with identification tags . v 4 . Stenciled Pipe reclaimed lines. A 10-foot horizontal separation must be maintained at all times. (a) Tags shall be weatherproof plastic , 3"x4" ,purple in C z Stenciled PVC irrigation piping shall be purple color with the words "WARNING-RECLAIMED WATER-DO NOT < O with black stenciling. The stenciling shall PART 2 - MATERIALS DRINK" imprinted on one side, and "AVISO- AGUA Z > appear on both sides of the pipe with the IMPURA - NO TOMAR. " on the other side. Imprinting q �1 11 ries Piping Warning Tane shall be permanent and black in color. Use tags as marking RECLAIMED WATER in 5/8-inch letters A. Bu g W manufactured by T.Christie Enterprises or approved Q � repeated every 12-inches. Pipe shall be U_ DO 1 "Alertline" as manufactured by "Brownline, The plastic warning tape shall be an inert plastic film equal. _ r__ Inc. " . specifically formulated for prolonged underground use and (b) One tag shall be attached to each valve as follows: J r•- w Q shall be prepared with black printing on a white field 1) Attach to valve stem directly or with plastic < (� having the works, "CAUTION: RECLAIMED WATERLINE" . tie-wrap or D. Valve Boxes (, O v Warning tape for potable water pipeline shall be blue 2) Attach to solenoid wire directly or with plastic X 1. All valve boxes for reclaimed water facilities with black printing having the words, "CAUTION: WATERLINE tie-wrap or N shall have triangular valve box covers with the BURIED BELOW" . The minimum thickness shall be 4 mils and 3) Attach to valve cover with valve cover bolt . W �C inscription "IRRZG" cast thereon. the overall width of the tape shall be 12-inches (for 8- J V W inch pipe) and 6-inches (for 6-inch or smaller pipe) . 6. All automatic controllers must be set to operate between IL Z E. Restriction of Public Access the hours of 9:00 p.m. and 6 :00 a.m. unless otherwise O W B. Warning Labels directed by the District Engineer . 1. All onsite reclaimed water facilities shall be 7 . Adjust spray heads to eliminate overspray onto sidewalks O tn restricted from public access so that the Labels shall be inert plastic film specifically and streets . days prior U < general public cannot draw water from the formulated for prolonged exposure and shall be prepared So Contact the District Engineering Office two V system. Facilities such as washdown hydrants with black printing on a white field having the words: to the irrigation system coverage test at 714 987-2491 Q = (typically found at tennis courts) , blowoff "CAUTION: RECLAIMED WATER FACILITY" . The minimum and arrange for a walk through for the system. � W thickness shall be 4 mils for adhesive backed labels and 9. Failure to comply with any or all of the above C.1 hydrants, blowoffs on strainers, and other such 10 mils for tag type labels. Tag type labels shall have guidelines puts the system in violation of the Districts � 1— facilities, shall be restricted from public facess. reinforced tie holes and shall be attached with heavy- Rules and Regulations, and will result in termination of OC O Z duty nylon fasteners. The size, type of label and service until the appropriate corrective steps have been O = 2 . Reclaimed water facilities, both above and location will be dictated by each individual application taken. • used in an approved and subject to acceptance by the District's Z � below grade, shall be ho pp lockable container colored green. A sign Representative. The minimum size shall be 1/2-inch high N < W reading "CAUTION: RECLAIMED WATER" shall be letters. OC L6J installed, its size approved by the District Z Representative. An alternative acceptable Co Quick-Cougl ng Valves means of restricting public access is the use O Z of valves that operate by means of a recessed Quick-coupling valves used in reclaimed water systems W key slot or by means of hexagonal heads (such shall conform to the following: } as those typically found on fire hydrants) . ~ Other means of restricting public access may 1•. Quick-coupling valves shall be 3/4- or 1-inch �p� e / N be approved by the District Representative. nominal size, Nelson 42 with 40K key or g�D )7L TE �TE 76 V ~ approved equal, with brass construction and a U l working pressure of 150 psi. W norma F. warning Signs and Labels ~ 2 1. The District requires warning labels to be 2. In order to prevent unauthorized use, the valve U installed on all appurtenances in vaults, such shall be operated only with a special coupler as, but not limited to, air release valves, key with an acme thread for opening and closing PART blowoffs and meters, and on designated the thread. facilities, such as, but not limited to, N controller panels and washdown or blowoff 3. The cover shall be permanently attached to the a ck-- hydrants on water trucks and temporary quick-coupling valve. It shall be green rubberFOR CITY USE ONLY W construction services. or vinyl . REVISIONS DATE � Z � DATE DESCRIPTION APPROVED INITIALZ 4 . Special or locking covers are required by CCWD 1 STREET and shall be noted on plans during the plan ATER/SEWS check review. Sao a DRAIN TRAFFIC 0 Do Stenciled Pipe //`` FINAL CHECK Stenciled color coded pipe shall meet tall IAPMO and/NSF -Z�Mw As coNST. W standards for PVC type I, grade I pipe. Q � J THESE PLANS WERE PREPARED BY: FOR ►OVATE USE `1 Q 0,3 i� iM INITIAL DATE • PART 3 - EXECUTIONVF0, DESIGN GROUP, INC. DRAWN {� ►LAWOM,A%D LANIM LANDSCAPE ARCNITECTE W A. „nata> > ate on of Pipe Warning Tape rssLA;t44ulk5.suhm.►ntaon`Xuo.c.•s'• CHECKED NAME DArE -1 91 W LICENSE NUMBER FILE O Warning tapes shall be installed directly on the top of V/ the pipe longitudinally and shall be centered. The CITY OF RANCHO CUCAMONGA J warning tape shall be installed continuously for the • entire length of the pipe and shall be fastened to each COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ck: pipe length by plastic adhesive tape banded around the PROJECT NAM J pipe and warning tape at no more than 5-foot interyals. RANCHO CUCAMONGA SPORTS COMPLEX �' W Taping attached to the sections of pipe before laying in • the trench shall have 5-foot minimum overlap for SHEETT1TLF continuous coverage. all risers between the main line REeCAIMFD WATER A10TE5 Q and control valves shall be installed with warning tape. J A ED A/rR011E0 B. Instal—ration of Warning LabelsW — 3 ra U Warning labels shall be firmly attached to all DAT T A06AGER DATE 4747. CITY ENGINEER appurtenances using heavy-duty nylon fasteners. ^PPFINEP SHUTL-1 5A of 3�� J `OB 140• WM PATE FICIAL Arrolof DRAWING 1110* ` 01� END OF SECTIONL15A DATE GTY PLANNER - SHEET OF 23 DATE "AO/90 1 N I 0 N I� et' V_ f-_ Lm-mi X v D 1 0 LO N 11011MN a:lll(IsrT►v.ILV1[ NM 1 COVER it L•ITf "I* WAM 0111444mt11t N79" 't1N1iT'IR PI.1 M[ 6 A/P LID (CR iOUAI) T"M(M^L 'SCRIP ICOR 4OF1M•C%►151­E 1" 111 Py111T KOS 111121 NAR C39'lIArICATICN CABLE IXP IN SLEEVE INROW CCNCRE E. ID C ���J�II ---�L rnlul-TROL REM71'E CCRIROL RECEIM. : t BID 11U19t1aTE # 7#p A/EYENS s �'��, ',I C' E'y EA�►:='!'� - SEE SPECS. FOR NAROSCAPIM6 RECLAIMED_ WATER NEuc-I-K 285 ENCLOSURE ` . COMPACTION REQUIRED L1I1 {ARNIMi TAG. ELECTRIC NETERI NCL p 1[ } RAIN ItV 33 OLRC WITM YELLOW ~' - w STRUCTURE OR = II .� J (� 0 I ___ LOCATION INSIDE (f LR. SrCC'f.) N D 1U11LR CAP - SUPPLY ONE KEY KARDSCAfINC s - _ �� - - COLOR COOLO NAf FOR VALVE -�_ PER 12 QCV'S INCLUOINC NOSE 0 s - fvlvElS. c + � •.-• ��• ; I WALL 14OU 21 ONT kCN-?F-SSLRE LATERAL LINE: $�. p PALL MOUNT CONTROLLER- PER 3 _I • ('- BRASS GATE VALVE I l� �1 MOUNT V(TMtN ENCLOSURE. ft ISM CRADE - INSTALL IN = 1 SN.JCE PI?E IN THENEN � ` - I_=III I WITH BRONZE MAtlOIlHEEL --_J 120 VOLT WIRE IN RICID STEEL I, '.: ►CANTER IED ONLY 11" Naa(w• ii I' -- i� ' !el'II _ CONDUIT (PCR LOCAL CODE) L'lll .... \. •� II�II �- ••' '� �IIIII --- -- - • - Ii���c ( L.�r; co-CFI SYITCN AND 110 VOLT F.• w �. - CONTRACTOR. V• I�.�1' - _ PR;SSURE SUPPLY LINE: SEH, 100..315 ` ;' i _ - _ - ExTCRIOR OUTLET TU /L rtovt0LD1 1t "� ' 1- I I LOCK NUT BID ALTERNATE # 7` �'I S:�A)E RIPE IN TENCH = `• •,•�, - C:ER0 9Ac0^L_ - SOCK s►vcs.fro't � _ •m`o'w`"% +'t 1--3/4" WASHED CRUSHED I I ! CawoN WIRE/CONTROL VIRES IN s � ,L_ r �!i'i •'"` - •.� _ •�i I NATTtAfAL-�p'yi CMIMs•71Md IR*srllaap a =- - e �: .o C�� : �e s` --u�J+ I,GGREGATE BASE rC�AD .� SCM. RO PVC CONDUIT •� RECLAIMED WATER L JJ _` '.,.� A. WARNING T STAINLESS STEEL �•II'.1(-1,1,'IJ �II_j;.�i" I ~ -. cn r• • I� r MIN. ? INSTALL A MINIMUM ROf 3" ABOVE z 1 BRASS NIPPLE - �!'II - ';'�)� A d r! CRA DE AND SLOPE TOP TO DRAIN p z O BRASS 9D• ELL Bcuv k (3) .�,y; �� _ ?ROVIDE'2" CE CLEAN LVKFILL L = : _J s� � '�Ii as "� J�!-- AT A MINIMUM Or 2% `~ KINIKUN (3) Puc[s -Y ` _ SCH 40 PVC MALE ADAPTORS -2�i1 E Ir:J - ; , III;;. •. _ Q _ BRASS VO' STREET ELL M•a1s-rw•sswet Ln7t1Yt Lwar �L+mmvml . , I+ t .~� /loss NtrrlE - 6~ Lows IA REBAR STAPLE 12' TYPICAL CCNTRCL 1.1185 - itA10LE AM r**6 slBi i°L°lav` M404-Pwa•�R� Buss s0' STREET ELL (24" LONG) AT 15' C.C. EN /1L AND ST L ADIIAC.�N'F _.._:._- ' (F` LM�1W-►•BNL � ��,.�«�•¢' - �- VALV[SDERRUNDLCRAND IAL TAIL EVERY � v n �I �/ �+� ' CM/7tYL-.1�11mt 1aim-ml-sms ruOL /L/u•1 110 Y. COHDYIT - 1. l3 ►T. O.C. INSTALL VITM(M MAIM V $ TO PFESSM SWftT LIME LIME TICNCM. Q Msm►u_ MAaC NV- ?r ylraF•Mt sv.ra.•r aL/ER TO DETAIL IS Ile1RL s - � I II II111:IL_. J�' POT[SI O C NOTE: Jll = �� I. PLACE ASSi.EGATE PRIOR TO INSTALLATION OF VALVE E.X. INSTALL MAIN LINES AND LATE?ALS ** " �"*'Tl •�"s-�Isa< t. INSTALL CONTROLLER PER NFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES U • ,TAri4x �sD�Of PM�aOs A WKY LOCATION TO It APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTOCEION ELI WITH 24" COVER III STADIUM AND LBww_ rlMlsw. E COATSAAJn&UE VV++1'i1F 's�+et�-� 5;&AA*WI_ W_ ._ 1 1 6' "PICA. B. COMr10N VIRE TO •E WHITE AND CONTROL WIRE TO 1E RED IN COLOR. , SOCCER FIELD ONLY. J 1. 00 SPLICES SMALL IC HADC BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. y A. CONTROL Y1tIMC SEQUENCE CORRESPONDS TO OPERATINC SEQUENCE Or REMOTE CONTROL Q _E: VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. I PRESSURE SUPPLY RRL LINE rIrTIMG r-• I. PIGTAIL AND LCC? CCNT� Wtft AT 90" OINKS IM 9111WTIOM. 1. All SLEEVES TO It SCM 40 ►MC. (---PRLSSURc SUPPLY LINE 2. EXTENO ALL SLEEVES 12- KUIM apes Bp MK1arw•+r. wT ISO M mews s. RUN jPA cxtu Wttc ccoLOR, OAAMCE) TO rAtTLLtsT aCY - ►oa rWTWac usc. C> a. IIA1111raa:rmaca'S rm. Ifo.s uls) nt-•AsO. � .� QUICK COUPLING VALVE WITH METAL STAKE TYPICAL TRENCHING 3 TYPICA! SLEEPING 4 GATE VALVE- 311 or Smaller G TYPICAL CONTROLLER ENCLOSURE m 1 2 J C IN �+► ONI�� h m 40 c cr M.. v �µLL*L, TO 'ST RItT' i4 I• E�11P'wwro w wstluw Aar A Skovie nN IW mm Aw jiuu TUHEs w mnscmImG, C"ACTALTC ROI I C.L COVER Wf(taa LAIIr 15 ftt,r Ti A RNFffPML L M NIAIED •11AILATION RCv• E 3 NIP'!W RR MLN••i1R11Clrft BAR � s. RM.LV M1LaMiP OC.)BIMMI'7Rft CSS' A.:iE F;\:,H :rTA:E PLACE A;;,;EG:•TE :;::R 7: :%.T:.LLAT::r =F :::YE .:I. H KIRRISil"FL2 WL IILI LII I-POP MOTM-4EAD _ - .--------•--------••�-BWw1RrWr ABIEMIOIJIIII/LY � C; nw;:��w�:�; L IN! St LLD NN%ss I 1 -FINISH GRADE TO SPRINKLER - ANGLE PIK TO MP.9SNIIBt�-YR14LG11lR<IGf1 - - _- C1/1(,0 0[►TM YITM /1• Ella F:NISH CU:E "CHR:STY' F8 IQ A .SDL:D ill = _ ICN 60 PIC RALE AOAITOR C z I i- 1>r M4.-"naoL m IBmu Y•« DI � O r s S 6' ►I:r. .!` "�' ` I -- SCN W IPC M 10N Z � cc Y ,r L:.vT-BEGS is, PAX ` _ ' II BRASS NIPPLE a ul O __ 1 -------------- - ��� 1' IM LAWN AREAS R OC _ I, -�-'w�wi► CONNECTORS U \ 911Af wrt f1`114low11TTN N INIBM O 00 Lu L^ ;I 1RAlS L+luo►I �"�'R� 1[ 3 IR PLANT UOS l �• BID 11L4'EJt1Ill'iE 7 I ;- ,�, tttauc coKilol rllrE �� `n t '_ H FINISH GRADE J Itk x I t Wfl►tW14 C<1HCRtT! 1M RECLAIMED WATER s ft 1. "1 WARNING Im. f r ILOPE Yp T1MIM ArTENifNIW1'BAR' � �,�; 13 - ". j - I NCR-PRESSURE LATERAL I;1� - -PIGTAIL EXPANSION V r rl LINE 1 FITTING K ,; _ 100► (MIN. 24• LONG) X N (� Cu:Cc COUP'I:NG YAL,lE-ti. AmwR 11.Pu ca TN419M40w--" : UW- v1 J iVLI► /ASE SOCKET OVER ENO OF WIRES STAIML SS STE-. SC'Er R: CLAMP MIN. (3) ;LACES MARLEx 900 STREET I _ {BASS ANGII CLOSE W STEP l 7CST�RtPWIRES �� a • `y IaJ �� ELl -r t VALVE W/1J110R J W ' LOW V Z APPROI. S/8' FROM ENDS-TWIST TOGETHER ! I BRASS NIPPLE a Z V APPLY SEALER TO OUTSIDE OF SEALING PLUG-illi •' - I RI 1J�G loss MILIA-?vwIL A < CAVITY WITH SEALER h,l "-1� n BRASS NIPPLE • 1/4` 11EASIIEO _RtIi1WED JV'� Ct) Puri �, ;�• �� • 3/4• WASHED cRusKEo ,. G 0 W + I Af.GRB4eATt D,AR it • ' I' llJi le-le-It! •i • D IiAGGREGATE STET 2 - BRASS NIPPLE • 6" LCN;-� �� • ( QIRIPALTIa r- i Ita.lt CONCRETE SCH 40 PVC 90• STREET ELL 1 )f 1 O 0 IrwAET BLOW •tYIK1fl I - SCH so PVC NIPPLE f 1 7PUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE \ 1"' - � Rff `1 lie -� (iI RJ1Q2 - •-•-CONTROL 1 COM)OI1 MINES V 90 40 ►MG 11062 AW►TORS MARLEX 90• STREET ELL O AND CUT OFF EXCESS WIRE • �� � BST p�L E ` •-( �- 11'HtsAL (2) PMbIS - In1 { SCM 40 PVC NIPPLE - TYPICAL (2) PLACES N � /-PULL BASE SCCXET O'1ER ENO AS FAR AS ►OSSiBILE Y- O . r = " - STEP 3 - J LIME TO $YBT� ANTI-DRAIN VALVE AS REQUIRED YM 40 IPC SaSai TEE ►RtSSURE i(MPLT'liMt V W �PUSN SEALING PLUG IWTO /ASE SOCKET (W u l r • I �`-♦ NOTE: '-l' O Z PUSH WIRES TO ExO OF BASE SOCKET TO ASSURE , w I. INSTALL CONTROL VALVES A Kill Al Cr 12' FROM STRUCTURES ON NAAOSCAPING. �. COMPLETE SEALING OF CON:tEL1ION , • BRASS 90' ill - TY/JCAL 1. LOCATE NERD N' FROM WALKS, CWS, IIRRpSfU1PING. IOW STRIP. HEADER BOARD. ANO I. INSTALL VALVES 11 PLANT ZEDS WHEREVER POSSIBLE KEIT TO SIDEWALKS. O = • �WASS 90' STREET ELL ��S1 ±''r (2) "a1 EDGE OF LAWN. STEP 4 L� _ C 1. ►MICE VALVE WE AT R(GW AWACS TO STRUCTURES OR NAABSCAPING. V PRESSURE SUPPLY L1NE FtTTI.r; •' eri /. PLACE AGGREGATE ►RICK TO INSTALLATION Of VALVE W[. Z RAINSIRD SNAP-TITS WIRE C014KECTOR ;AESSLXE SUPPLY LTNE I, ATTACK 'CHRISTI' VALVE IOEITIrICATION TAG WITH APPROPRIATE CONTROLLER AND V) W VALVE NUMBEI , 10 CONTROL WIRE. WIRE CONNECTOR QUICK COUPLING VALVE BACKFLOW PREVENTER HIGH POP UP ROTOR REMOTE CONTROL VALVE WITH °L Z 6 7 N VF X;f 8 I 9 SHUT-OFF VALVE & UNION 6�G G�dGltXnllr•Fs< CGS A', *WT 17 O Z W `I►MOSC�p�C ~ N ANC/gn ROO T :1�: ;.•,.+ • 1. LOCATE HEAD t+' F10N WALKS, CWS. NNROSCAPING. NOW STRIP, NEAOER BOARD, ANO a _ 1 - 1. LOCATE HEAD 6' rW WALKS. CURBS. HARDSCAPIHG. HOW STRIP. HEADER BOARD. AND CDG[ OF LAWN. V /2' ABOVE FINISH GRADE EDGE Of LAWN. !. LOCATE HEAD li' FROM ALL STRUCTURES. � HI-Pop SHRUB HEAD 2. LOCATE MEAD 6' PROM All STRUCTURES. • f Q . 3. USE TEFLON TAPE ON ALL MALE THREADS. �►� PARTSBommeA . �•: ! - FINISH GRACE 3. USE TEFLON TAPE ON ALL MALE THREADS. 0 B. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS N PER THE IRRIGATION PLAN. ANC►1oR f1pD R7►.) II ` FLUSH N �P_ POhU► TURF ROTOR R E V I S 10 N S Fon CITY USE ONLY Z _ UP TW HEAD 1. IN SOD .• ., III; 1/2" 1N S00 1' IN SEED FINISH GRADE DATE DESCRIPTION APPROVED NrT1AL DATE Z .•`;• t•t _�'• 11 FINISH GRADE STREET WATER SEWE -� ••y , :+��' � �4111 Ulll� i!L� � �1�---'1 I,,,.., I�I� III i � ii Iw �'- -II I� CaRO i/DRAIN � r= 1 ►�11 I Lill lilll iilW TRAFFIC Bim( �I FINAL CITE" D ELEVATION w �alllll _" I� R/W N •I' 1- W NONPRESSURE LATERAL II AS C011ST- > LINE 1 FITTING II'i' J ^MARLEX 90' STREET u Q • SCH 80 PVC NIPPLE MARLEX 90' STREET ELL SCH 80 PVC NIPPLE N �► Q _ , ,• � THESE PLANS WERE PREPARED 0Y: FOR PIMVATE tJ8E t t�' • - A' MARLEX 90' STREET ELL- MINIMUM 1" LONG (MINIMUM 4- LONG) D TM INITIAL DATE `u .J • ( ) SCH 80 PVC NIPPLE � iia/ w" CH Bo PVC NIPPLE SCH 4o PVL TzT 90' ELL TYPICAL (3) PLACES SCH 40 PVC TxT 90' Ell , 'I DESIGN GROUP, INC. DRAWN Q `' ..t:�• �' ••:�.'• -':n (6 LONG) 1 II • '` PLANNING AND WND6CA►E ARCNfTF.CIVRE CHECKED �.LI vv SCM 40 PVC 906 STREET ELL ITMUSIA lKl'1L.SUrED1'am■IDNv(EAD'CA."Oi V, (/1 cv NAPE DATE 9' 8-9 I LKENSE. INlRIMA FILE Z c> MARLEX 90' STREET Ell CITY OF RANCHO CUCAMONGA C • NOTES, SCN BO PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATERAL LINE 6_FITTING • 1. ALL PLASTIC PPE TO•E INSTALLED AC:COAOWG TO THESE DETAILS ANTI-WAIN VALVE AS REQUIRED UNLESS OTHE~SE NOTEO C41 DETANED. ANTI-CHAIN VALVE AS REQUIRED MARIEx 90• ELL COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION V L THE PORTLAND CEIaENT COHCAETE USED FOR THAIAT BLOCKS I� MARLEX 90• STREET Ell PROJECT NARK � sNAu DE Oto-FtooO coNcnETE. NOTE: NON-PRESSURE LATERAL LINE 1 FITTING 7. AllETEAANCHOR 11005 SMALL RE GALVANIZAD STEEL,L•MIM.IN.•A INCH HO CUCAMONGA SPORTS COMPLEX 1. IDEATE READ t FROM WALKS, CURBS, MAROSCAPING. NOW STRIP, HEADER BOARD, ANO RANO • E WA1aETER,WTIAYPEO AnOU1/0 PIPE. - .. SIZE DF nNTvsT oLoc+ct SHALL BE sPEc1F1Eo ON PLANS.' EDGE OF W+f1. t ~ S. THfWST BLOCKS SMALL BE USED FOR PLASTIC PIPES WITH 44 DwIETER OR LMV3ER. SHEET TITLE p A. FLOW DIRECTION NIDN:ATED BY -� 2. LOCATE STREAM SPRAYS 6- FROM ALL STRUCTURES. AMD SPRAY HEADS 12- FROM ALL IRRIGATION DETAILS Q F. Au VIEWS Am PAN VIEW UITIEst OTHERWISE SWV-W. STRUCTURES IN SHRUB AREAS BUT 6- FROM ALL STRUCTURES IN GROUND COVER AREAS. 3. USE TEFLON TAPE ON ALL PALE THREADS. J THRUST BLOCK DETAIL HI-POP SHRUB SPRAY POP-UP TURF SPRAY HEAD ' POP-UP TURF ROTOR Eo A LAJ BIL. DA Mx�!� DATE CITY ENEi1NEER41 D PIPS 43i I c TORY MERTENS-IMCJ►TION CONSULTANT w*ET L-1 6At of 31 �1 ,apt NO, wm 333 AVENIDA ADORE DATE OFFKWU. (fi SAN CLEMENTE, CA.92672 (714) 498-1483 ���NIKKEI ra �' ATE CITY R I ro SHEET �0-+ OF 2-�3 oAn Uno/no I 0 N n u X w O I 0 N I 1 ' CALSENSE FLEW SENSOR INSTALLATION, CALSENSE SENSOR INSTALLATION. CALSENSE: RENDITION OF TYPICAL d CONTROLLER INSTALLATION g m ' C O M M 1' IPTURF AREAS r 1 "'%�CoSTCCN ,VALVE bw< .� .�- 6 C } N 0 3" IN SHRUB AREAS WITH 2-6 EJ<TENSIONS AND o •� LOCKING COVER.. 'SNAP-TITE' .c FINISH GRADE ELECTRICAL. ' 0 UF14 CONNECTORS R� EXTENSION FIPUSH GRADE _ VALVES WATER-PROOF r _ Iuac _ — — COMMON WIRE— CONNECTIONS IRE I� COnNECTiONS = � N ID PIPE — I ' I —I ( I I - lhk��l I COMMON.WIRE SENSOR Cm DIAMETERS BLACK RED 10 PIPE DIAMETERS ' CONTROL— IL VALVE CONTROL WIRE COMMI ICATION CABLE LS>Op- / 0 CONTROL N •0 = I I I FLOW BURY WITHIN WIRES ROOT SYSTEM Z I. TREE TRUNK MAINLINE \ANY LENGTH ` r FI CALSENSE 3 MO— 2. LSOLE tl " W L►[R CITY STANDARD) 14 AWG WIRE �— p V FINISH CR2BELOW SOD+140* 06mos,CDIf• w!i •. BID AL1TIi1�OLTE # 7 TO SENSOR WATER FLOW IN B� T d- � SENSOR EXTENSION �Dg1) WAM �"" • ' L S. txtsztwC NARDscAPt tDct � .I ----5 6. NALX TRIPLE STRIET ELL — w RLNARN4IG T1YG. � d Tx:. O O U .` I. stir. 40 PVC LATERAL ttwE M o 6' MIN. V A. 6'" D1MI T-1 X )6" LOWC ►ERrORWiATED AIS DRAIN PIPE .. . PEA GRAVEL MASTER FLOW BACK-FLOW WATER � 1. TUE PLANTING PIT PER CITY STANDARDS L :.. • AIN SUMP . 10. CRO-►OVER PLANT TABLETS ►RR NANurACTURtR'S RECOM99DATIONS I!. �.d� � DR (p) —f I 0 VALVE SENSOR PREVENTER METER NN.IQSfi1J'idf 11. AI-mm MIDI p Gam'MIPL �, rN`►� B SEE DRAWINGS EVR SIZE. �R� ��QQ / or 11ii. CCNWENi'S. 110.6. Al A t1 v STREET TREE WELL UWUA 7 CALSENSE FORM 0011 11/01/88 CALSENSE FORM 0013 IVOI IG 1b.c' wB i1'Z 'l�i Poo. `z`. v v 41 0 riz- #;F, v v 49 4 PDG. 4": v v 41 4' 6z'.*4u v: r jac. B15j;k. : c7' nx K K w IJ6� r it �'i C CD AL w l : l v Y w < O > u: Z p ce L0 O U W 4 a of r W V 0 X - N J V w CL Z C—D :2 O w O o V . v o` 0 t/1 V � H LLJ ce O z O = • a. z V) W pe. W Z W H � 0000❑❑ 0000❑❑ $Recommended nozzle/screen co^:: .•.- lsr W O"°'I � tw w. 1+ :ng T:mMyi O 1-- w ❑0❑0M 0000❑❑ at 30 psi. llrl". 3-34" of b DOAK 1+'•w.R " one�►w� W IMtA•: 1- it 6 !Enos: 1 1'?" a S ays rtr Nt!mc av�E: !-L2 at 6 rats oE, 4sa+, uasw: tT as 46%a h"tNEk W+: at L AI/h Yfat Lin: 3" a+ 5 ;&A :#e W+. lalr r ? at 6 Days ssr WW STANDARD SMALL RADIUS SPItAY PATT(1041 ANI)UMIIRELLA 13U©DLL14S ml�aula gylipr, itEt:m!ns 1h.t:ams re" res rCs nes4u PCs 0" P.s,. s,:� Pcsns PCs.6z CS 370 IE,E�E a' � ("`•C7, SS it �l:�a, U am 2 . , EEE wD-•t14ws,a>• Is c:z.c:3 A•^Ja-jxd$4 c.m.. aro..m s.,.« d n:.. •.,, . r a M r4406 Ip^ftw 42 IF s« - a'„so` s' ! �M,• i1S/!I • Mi1.ai.M 27 J171,J 19 J!2 �. . . :._ • �l ,� PARTIIIIIIIIIIIA so s' s' t.' IMw h"` �+'� V �a. O SO 30 �fi 70 Min. N BEN:vtEw s+.o/sr v1Ew 0 f i IID 4! al al 78 0 10 !> 7b 4O to do 70 • :� 2v x 40 10 6�? ;� Lor ,'o.w � 10" - - .• ,�,.,,` Elte.IEEE ninutaE REVISIONS DC IaT a' .' �• ,� IMiww FOR CITY ELSE ONLY Z I oo .' s' s„• �-- ms•---I _ lalvrllar 'd cam"1wr'E' Cma+1re11aT'N' Contro:lar 't' DATE DESCRIPTION APPROVED MTIAL DATE Z "r - - - YEWiM T~ Ik ird Tss irtw-Iq iiraa Jatrrin9 Tiaras I2To - - _ _ 21,2' t tavWs t- x t 4r pr 11s.it VwAe: I at 6 DEEB Nr Nook Qw*9: 1-Vr at 6%w c+r 6*ok ShMs 1-:%2" at 6 Days W Wt:: STREET l 6 aNt ATER/SEWE I21T _ _ 2,2• 'm. = Lave, aw d DIw P►'Mart (�: Tat 6 Days ptr 6"a- Laun: 3" at 6 tog Par IMa1t =1atlatt♦ S'a'''x' GRD a DRAM a' 0000❑❑ 12T - - s' ' a� EWA $ 10.M91I1�W►M,MB -. TRAFFIC 0 0000130 + o a ! ■,f 17 E1rB.e3,E7 =7 K1-K6,K9,K10 FINAL c►1Edc Isr _ _ o�.e . ,• ,• • IglooEI n IIt,N�IIB,NIo 9 taro _ _ _ K13,K:3,KlS,K:7•Ki6 r.ttoE osaENsmows IETT _ _ _ x,s Y L LIN lT KP,K71 K:6 ' R/W LENOTN "EIGHT WIDTH Ism IT , i2 i'a r�, �,•�' Irn d� LTJ AS CONST. ' In1,Nl3 !! KII t11e t �!'':• Q Saec.aoAL a• ass- 1. IS _ _ •' P• W �� �� 1 MInM. ��• 0 N 36 AD a0 ?U 60 7:. �0 10 20 30 60 '.A 60 �Mln. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE sescsAL u- ass• w• Iso - _ .• ,c' : �, • ro !D 70 b fD 0 7D 0 >p tD 7!D V !D • >• SW-40AL ,.• ass• ,r Isso - - aw r' r., •' ,:.• .�.. ,2'.,2' 16%a' NwgE �� NIRSiK ` >r� D TM MITIAE DATEb7oN • nrssT _ _ a•m,Tm>•, .' , . . q'.•s' !s'.u' RtaaIERB �l EJtMNEmON NOOIAE .'.,E' :,'.,�• ►� 7,9 ' DESIGN GROUP, INC. DRAWN 1ataT - - - .••:.' .'.`.' j.'.ap' tr•11a1 '�' ILK�►� �ir11101iEr'7.' �`� ice"-4 Trrr rq Time Wm'i1 1mm ►CANNING AND LANDECAPS ARCNMrMRE CHECKED LiJ SPECIFICATION DRAWING FOR A I-1 Bt i OaM p,.1♦NIR wrYa- 7.� 6 p,,,,,r y,t fIN+R. 1 f/1' A ►��� VM LAS RAw1.AL AM 3Ir.1�0N YRq.CA.930 STANDARD i SMALL RADIUS STREAM PATTERNS �' ;Fath•M PI►Wst 1ua: t as i l� ? Ka :m YEat h � NAME Q BACKFLOW COVER Dt1,A. �P>«•M1k � � DATES-18- 1 � O lvtialE stitiero IMJwlEII FILE � OWER MODEL NO. SBBCJOAL W. sr-a 2" . t" ,�" _ w- ap y 40 � 49 Z MODEL NO. SSBC-6SAL go.45' 6N-• , , t„ ,• c,(�".--,.: a'Imin lF OF CITY OF RANCHO CUCAMONGA O MODEL NO. SSBC-60AL CO" C3 CEA 19 �7,R.K,F7,F7.! >'� EXPANSION MODULE MODEL NO. EXP-ISAL KST-0 tt" f U" . 1' 17 F" ! L-)T,v u 1t a.�, rsflaF>sFn► ' a Isr•:u a" - ,:" a' a' Is1 �77 s7LM.114,M COMM UNITY SERVICES DEPARTMENT. PARKS DIVISION U ?1' ,77a711 STVl STRONO BOZ• aN-su s" 12" a' s' sRFtl � A PRQECT MADE so- u 2' a' s' 12' ,s' ^^ L. 0 10 Y 3; 40 so c - 0 N1 „ o �, 0 0 a JO 40 IID 40 70 RANCHO CUCAMONGA SPORTS COMPLEXrc Cals.m- C&W7.( nn' ALUMINUM BACKFLOW :2r-ss - - a' ,a" �' �' ,o' u' 220' O � • 8010-M caw. lq 9474M222"-as - ,2•' a' s' ,c' ,. 20, MfrutEs lrtoas>s "114110111111SHEET TITLE N orm.a.Em.cmmw.pool no-am PREVENTION COVERS RAiI pIq N2.toat sawE :' s' ,.' 2:: IRRIGATION DETAILS Q BACKFLOW ESSURE COMPENSATING CONTROLLER WATERING SCHEDULE -- SASE 151D APPfKY4 ED gPR ` DA r z DATE CITY ENEiMEI:R TOBY MERTENS-IRRIGATION CONSULTANT SHEET L1 7 of d_ .JOB NO. wm SCREENS CHART 333 AVENIDA ADOBE DATE �� SAN CLEMENTE, CA.92672 D1 AW91G NO. OF (714) 498-4483 TE r L17 SHEET 2-48 OF 27-3 DATE "nom A • 9 N N 1 LLo f� L X v w 0 N I O Lo CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS Q CITY PRESSURE CALCULATIONS o N A ® � WATCR METER r IA SIZE l" WATER DIETER r E F 8 SIZE 4" WATER METER r 2G 20 SIZE 2„ WATER METER r 2G . 2D SIZE 2" _ WATEn METER r 3 E FPJ SIZE 4" 1180' ELEVATION 1167' ELEVATION 117D Sn' ELEVATION 116-7' ELEVATION 1180_' ELEVATION STATIC PRESSURE HIGH LOW 47. 4 PSI 1 D� 97.4• STATIC PRESSURE MGM LOW t7'Q STATIC PRESSURE MGM LOW /0 `J STATIC PRESSURE HIGH SOW STATIC PRESSURE MGM LOW SOURCE OF INFORMATION lir. .Tamps C1 i ne_ CCVD SOURCE OF INFORMATION ML. James C1 ine. CCWD SOURCE OF INFORMATION Mr. James Cline, CCMD SOURCE OF INFORMATION Mr. Ja 9s C2in 1 CCMD SOURCE OF INFORMATION Mr. James C1 ine. CCIID 714) 98?-2591 7-2591 PHONE NUMBER 7 14PHONE NUMBER (714) 987-2591 C PHONE NUMBER (714) 987-2591 PHONE NUMBER ( PHONE NUMBER (71 a-- 98-- DATE OF INFORMATION 9/26/90 DAZE OF INFORMATION 9/26190 DATE OF INFORMATION 9/26/90 DATE OF INFORMATION 9/26/90 DATE OF INFORMATION 9/26/90 ' � .Q5 PSI AT ELEV. 1185' OR q5 PSI AT ELEV. 1185' OR 975PSI AT ELEV. 1185' OR m d q5 PSI AT ELEV 1185. OR QS PSI AT ELEV 1185' OR NAL ELEVATION 1405 (REQUIRED IF STATIC PRESSURE UNKNOWN) N,Q.L ELEVATION 1405 (REQUIRED IF STATIC PRESSURE UNKNOWN) N.G.L ELEVATION 140 IF(REOUIRED IF STATIC PRESSURE UNKNOWN) M.0.L ELEVATION 1406 (REQUIRED li STATIC PpESSURE UNKNOWN) N,0.L ELEVATION (REQUIRED IF STATIC PRESSURE UNKNOWN) �. m � � m WATER METER WATER METER WATER METER WATER METER 1180' WATER METER 1 o N } ELEVATION (•) 1179,50'. ELEVATION (.) 1167' ELEVATION 0 ,1180.0' ELEVATION 0 1167 0 ELEVATION (•) 2Y5. 5 _ : .133 s �•G : .�93. (OPj. - � x .193. q7.4 225 : .433a 97�a- �_ : .973■ /C3.0 - - 1 SIZE REMOTE CONTROL VALVE �✓ SIZE 2" REMOTE CONTROL VALVE A-q SIZE 2" REMOTE CONTROL VALVE _ D=3 _ SIZE REMOTE CONTROL VALVE SIZE REMOTE CONTROL VALVE G.P.M. MAXIMUM DEMANDO.P.M. MAXIMUM DEMAND e11 O.P.M. MAXIMUM DEMAND ,� G.P.M. MAXIMUM DAND ,-, 7 G.P.M. MAXIMUM DEMAND d? _91_ EMN ELEVATION OF ELEVATION OF ELEVATION OF ELEVATION OF 11761 ELEVATION OF HIGHEST HEAD 1184' HIGHEST HEAD 1177.2' HIGHEST HEAD l 1 AR' HIGHEST HEAD _ HIGHEST HEAD //7Q PRESSURE 0 FLC.V. 97.M F.SJ. IOD. P.S1 PRESSURE 0 RC.V. QR P.S.L PRESSURE NP R.C.V. QS•�►¢ P.S.I. PRESSURE O R.C.V. 45 P.SJ. PRESSURE O RC.V. �_ OTY. L M I.Loss � � L� I.Loss OTY, Iii.€ !� ► 1.Loss P.S.I..LOSS TY E LTEM �- OTY. ME TSM Pj8 LOSS WATER METER 6_2 �_ WATER METER 273 GPM _6.L " WATER METER -10 GPM k .5 _ WATER METER Q O GPM _.ILS- 4" WATER METER ><7 S GPM 2A'_ R.P. BACKFLOW DEVICE QI QPA4 1 1. U 4" R.P. BACKFLOW DEVICE 11. 0 2W R.P. BACKFLOW DEVICE 9.0 2'/s" R P. BACKFLOW DEVICE GPM 9.0 4" R P. BACKFLOW DEVICE o Z 1 3„ GATE VALVES 2 " GATE VALVES 2 ��- Z GATE VALVES 2 ,�_- ,�= GATE VALVES 4„ GATE VALVES _ •2 O _ . _ VALVE � .._ �1 _ MASTER VALVE �.-.L- 2 MASTER VALVE Q/ GPM 2. 7 �" MASTER VALVE MASTER -7 MASTER VALVE 2.5 v ..-. - NA PRESS REQ(FALL OFF) - u A PAESS REG.(FALLOFF) - PRESS. REQ(FALL OFF) - PRESS. REG.(FALL OFF) - PRESS REG.(FALL OFF) V 46Q, 3" MAIN UNE 3.T5 �a�p' 4_ MAIN UNE �I I GPM 1 • 3 -;o' �" c i MAIN UNE A U _4>e �1 0, 3" MAIN UNE -Cl � 100'4001 3" MAIN UNE { 1 oo'-04," 4jf� 4(yS Q B"Ci MAIN LINE QI 2.04 Sro, 2rc_. MAINLINE 44 ��P $3 179 21v MAIN UNE q7 GPM �_ _ MAW LINE A_ - a= RAMI UNE 4 I 1,45 w �- 2A, REMOTE CONTROL VALVE ASSEMBLY _ A. �Rb A� REMOTE CONTROL VALVE ASSEMBLY � , REMOTE CONTROL VALVE ASSEMBLY �. Z " REMOTE CONTROL VALVE ASSEMBLY 2.116 2" REMOTE CONTROL VALVE ASSEMBLY �•( U C „ min, LATERAL LINE LOSS qW P1V �7 LATERAL LINE LOSS �•�9 �_ LATERAL LINE LOSS 2.3 LATERAL LINE LOSS 3.4 LATERAL LINE LOSS 2-(.8 Lu LATERAL LINE LOSSLATERAL LINE LOSS LATERAL LINE LOSS LATERAL UNE LOSS LATERAL LINE LOSS LATERAL LINE LOSSLATERAL UNE LOGS LATERAL UNE LOSS LATERAL LINE LOSS •- LATERAL UNE LOii FITTINGS LOSS(10Y.) _s>>� FITTINGS LOSS(10%) .77 PITTINGS LOSS(10%) /•/� FIRINGS LOSS(10%) 1117 PITTINGS LOST(10%) O ELEVATION CHANGE(, 4.51 , _95 EuvAncN cHANOE(, 11' 4.76 ELEVATION CHANGE(, 41 �.o ELEVATION CHANGE() -4 (1.7 ELEVATION CHANGE U 19 O TOTAL SYSTEM LOSSES; 3G-3 r TOTAL SYSTEM LOSSES: 78 TOTAL SYSTEM LOSSES: 3�•G? TOTAL SYSTEM LOSSES: ��q TOTAL SYSTEM LOSSES: ,�8� O `-- PRESSURE TO OPERATE HEAD: 30 PRESSURE TO OPERATE HEAD. ER PRESSURE TO OPERATE HEAD: PRE PRESSURE TO OPERATE HEAD: j fes_ SSURE TO OPERATE HEAD: 30 65 V q TOTAL PRESSURE REQUIRED: TOTAL PRESSURE REQUIRED: 7. 3.7: TOTAL P11ESw ��(, RE REQUIRED: = TOTAL PRESSURE REOMED: � TOTAL PRESSURE REOWRED: a !•- LOWEST STATIC PRESSURE AVAILABLE- LOWEST LOWEST STATIC PRESSURE AVAILABLE: �o LOWEST STATIC PRESSURE AVAILABLE: LOWEST STATIC PRESSURE AVAILABLE: ID3. - LOWEST STATIC PRESSURE AVAILASLE: _ PRE-SET REGULATED PRESSURE OF REOUARUI EO): PRE-SET REGULATED PRESSURE OF RIORao): H PRE-SET REGULATED PRESSURE(1F AEGUIRED): NA PRE-SET REGULATED PRESSURE OF REQUIRED): PRE-SET REGULATED PRESSURE(IF REQUIRED): RESIDUAL W4TIA ryUI RESIDUAL WATER PRESSURE: �� RESIDUAL WATER PRESSURE: 31.3 RESIDUAL WATER PRESSURE: 3W.g RESIDUAL WATER PRESSURE: 7j m CITY AEOWREO RESIDUAL WATER PRESSURE: to PSI CITY REQUIRED RESIDUAL WATER PRESSURE: � 20 PSI CITY REOIMREO RESIDUAL WATER PRESSURE: =0 PSI CITY REOWREO RESIDUAL WATER PRESSURE: •20 PSI CITY REOUIRED RESIDUAL WATER PRESSURE: 20 PSI C 1 v w I O CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS � CITY PRESSURE CALCULATIONS J � G O CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS O 0 0 0 �. WATER METER r K SIZE 2" WATER METER r � SIZE 2" WATEn METER r 3 EF 13 SIZE 4" WATER METER 1 _44, 414 SIZE �- WATER METER r ¢4- 44, SIZE 301 WATER METER r SIZE 2 Ip ELEVATION 1180' ELEVATION 1180' ELEVATION 1167' ELEVATION 1161.5' STATIC PRESSURE MGM LOW /03• STATIC PRESSURE WGM LOW 1O6a ELEVATION 1161.51 ELEVATION - 1 161 STATIC PRESSURE HIGH LOW 24 STATIC PRESSURE WGM LOW /OD•Q /O� G � SOURCE OF INFORMATION lir. James Cline, CCITD STATIC PRESSURE HNGM LOW _ /�4 STATIC PRESSURE MGM LOW - TTP - SOURCE of INFORMATION Mr. James Cline, CCMID SOURCE OF INFORMATION Mr. James Cline, CCSD SOURCE OF INFORMATION Nr arr,es Cling- CCMD - CCMD SOURCE OF INFORMATION Mr, James C1 ine, CCW - 0 a PHONE NUMBER -2 1 714) 98?-2591 SOURCE OF INFORMATION Mr. James Cline, PHONE NUMBER PHONE NUMBER ,(714) 987-2591 PHONE NUMBER S PHONE NUMBER 471 4) 9R 7 .591 PHONE NUMBER (714) 987-2591 Z � DATE OF IWORMATION 9/26/90 DATE OF INFORMATION 9/26/90 DATE OF INFORMATION 9/26/90 DATE OF INFORMATION PSI AT ELEV. 1185' OR 95 PSI AT ELEV. 1185' OR 4 PSI AT ELEV. 85' OR OATt OF INPORwnON 9/26/90 1 OATS ORM+►nON 5 PSI AT ELEV. 1185' OR CL. 15 Q5 PSI AT ELEV. 1185 OR 957PSI AT ELEV. 1185 OR O N.0.L ELFVA710H 1405' (REOUIRED IF STATIC PRESSURE UNKNOWN) NAL ELEVATION /FOS (REQUIRED IF STATIC PRESSURE UNKNOWN) N.O.L ELEVATION REQUIRED IF STAnC PRESSURE UNKNOWN) NAL ELEVATION /SOj (REQUIRED li STATIC PRESSURE UNKNOWN) ��( KO.L ELEVATION /�S (REQUIRED IF STATIC PRESSURE UNKNOWN) Q L4055 ( N.0.L ELEVATION / O REOUWED IF STATIC PRESSURE UNKNOWN) w "' WATER METER WATER METER WATER METER WATER METER ELEVATION 1179' ELEVATION 117t' ELEVATION (•I 1167' ELEVATION 0 1161.5' ELEVATION 0 i 1 Al An' ELEVATION 0 1161 ' � (•) ELEV (•) 1 . /46. �S WATER METER WATER METER J r 27 x .433a Q8•� x .433w /00.4 ?9 x .433. 3.5 1 . 33 /05.G /03•- _ t¢ -- sE3.5 x .433 s / 6 2�F4 1 .133 s V REMOTE CONTROL VALVE -K 3 " REMOTE CONTROL VALVE I_ �� _ / ' SIZE SIZE " REMOTE CONTROL VALVE F 5 SIZE 2" REMOTE CONTROL VALVE G-4 SIZE -. 2-•_ DEMOTE CONTROL VALVE //� SIZE 2" REMOTE CONTROL VALVE 1-5 SIZE / I v MAXIMUM DEMAND d2 G PJ1. MAXIMUM DEMAND G.P.M. MAXIMUM DEMAND $7 G.P.M. /\ N MAXIMUM DEMAND _� G.P.M. G.P.M. MAXIMUM DEMAND � G.P.M. MAXIMUM DEMAND 55 G.P.M. ELEVATION OF ELEVATION OF ELEVATION OF ELEVATION OF ELEVATION OF ELEVATION E _j < W HIGHEST HEAD 1197 111jrG' HIGHEST HEAD /z HIGHEST HEAD 1 1 A? HIGHEST HEAD 1165' HIGHEST HEAD 11Its' J V Z HIGHEST HEAD PRESSURE Q R.C.V. q3_16 P.S.L PRESSURE O RC.V. I O 2-44, RlJ. PRESSURE O RC.V. U a_a P.S.L PRESSURE O RC.V. !05 PAL PRESSURE O RC.V. /Q5 P.S.I. PRESSURE O RC.V. /04_9 P.S.I. Z U P.S.I.LOSS SS Tr E MP.S.I.LOSS Am ILLS LIRA L 1.LOSS OTY. � I� --- TY M I.LOSS QTYA � T M I.Loss �: IMS Um_ P.S.I. oss *T. MLE I RS. Q..s E+i€ LTA ►.s. N 2_ WATER METER 41 GPM -..CIL WATER METER AP GPM I•q WATER METER 273 GPM L . G _ _ WATER METER /Q2 GDM = �_ WATER METER /92 GPM R.O ,� 5 ' GPM 9.0 '/ ' �A WATER METER 5fi'j GPM t.� W 2" R P. BACKFLOW DEVICE 42 GPM 9.,0_ 2" R P. BACKFLOW DEVICE '.SCI GPM 9.0 4" R•P. BACKFLOW DEVICE 1,= 31. R.P. BACKFLOW DEVICE /1`2 moi.2 3" R P. BACKFLOW DEVICE /f2 GPM //• Q 2" A.P. BACKFLOW DEVICE O „ GATE VALVES •4 1 211 GATE VALVES - 2 410 GATE VALVES „-44 i 3t' GATE VALVES ...---4 1 F" GATE VALVES /Q5 GPM .2 2 _'_ GATE VALVES .15 < 2" MASTER VALVE .0 GPM Q 7 _-2` MASTER VALVE GPM " MASTER VALVE 2.7 1}11 MASTEA VALVE 4•Ar V ' V C> �',__ MASTER VALVE �- 14t,_ MASTER VALVE �_G - 1 7,�j O MESS. REG.(FALL OFF) -' PRESS. REQ(FALLOFF) 8.00 - MESS. REQ(FALL OFF) - PRESS. REQ(FALL OFF) GPM � o MESS.ccA�EG.(FALLOFF) - Nl�� PRESS REG.(FALLOFF) N � � _ J " PABA UNE + �' ve ,� / 5 _ �- MAN LINE .00 MAIN L4 W GPM � 7A ,�_ MAW UNE i'S GPM Z V .� � ' _ MAW UNE � � �L MAW UNE is T.6_ �'�- -:L-- GPM � w MAW LINE 170 4 Q/ MAIN UNE 2 -�� - Q� MAW LINE � 4" .S MAW LINE . G MAIN UNE C'S.1 _45 1�0 � MAW UI/E � L ." REMOTE CONTROL VALVE ASSEMBLY �•/` 1 REMOTE CONTROL VALVE ASSEMBLY _+. 21t REMOTE CONTROL VALVE ASSEMBLY �.L _t REMOTE CONTROL VALVE ASSEMBLY „ REMOTE CONTROL VALVE ASSEMBLY 5/_ c� O Z 2 REMOTE CONTROL VALVE ASSEMBLY �.Q O LATERAL LINE LOSS /. *3 LATERAL UNE LOSS !,3 LATERAL LINE LOSS 2.(S.8 LATERAL LINE LOSS 3? LATERAL LINE LOSS 3.2 LATERAL LINE LOSS �� = s LATERAL LINE LOSS LATERAL LINE LOSS LATERAL LIME LOSS LATERAL UNE LOSS LATERAL UNE LOW LATERAL LINE LOSS V LATERAL UNE Lois LATERAL LINE LOSS LATERAL UNE LOS! LATERAL UNE LOBS LATERAL UNE LOBI LATERAL LINE LOBS a Z cr FITTINGS LOSS(10%) FITTINGS LOSS110%) - FITTINGS LOSS(10%) 1.S' FITTINGa LOU(10%) !. aL FITTING:LOST(10%) •8/ FITTING:Lots(,o%) .. L < W ELEVATION CHANGE(, -+q, ELEVATION CHANGE U -N:' 12•G ) WAVAT10N CHANGE W 1 S - i. ELEVATION CIMNGE W 1.5 �•Lr� WMATIOII CHAIIG[W 3.5 -1-AL WAVATION CHANGE(, +4*' b.7? �y,J Z TOTAL SYSTEMA LOSSES: 3Z 6 TOTAL SYSTEM LOSSES: 37. 3 5 TOTAL SYSTEM LOUIS: Jq.4 3 TOTAL SYSTTW LOSSES: �-/ TOTAL SYSTEM LOSSES: TOTAL SYSTIM LOSSES: V7. 3 LA_ � PRESSURE TO OPERATE HEAD: 30 PRESSURE TO OPERATE NEAR: 30 PRESSURE TO OPERATE HEAD: �2_ PRESSURE TO OPERATE HEAD: PRESSURE TO OIEAATE HEAD: 35 PRESSURE TO OPERATE NEAR: 30 Q W TOTAL PRESSURE REQUIRED: ,r r/ TOTAL PRESSURE REQUIRED: n4. TOTAL PRESSURE REQUIRED: .ZY TOTAL PRESSURE REQUIRED: ?Z. S TOTAL PRESSURE REOUIRED: 49.2 _ L�. TOTAL PRESSURE REQUIRED: tr7.N� F 3 -� LOWEST STATIC PRESSURE AVAILASLE: �� LOWEST STATIC PRESSURE AVAILABLE: /O LOWEST STATIC PA[s1RRE AVAILABLE: : LOWEST STATIC PRESSURE AVAILABLE: / S LOWEST STATIC PRESSURE AVAILABLE- LOWEST VAILAtLL . S a% _479.�R_7 LOWEST STATIC PRESSURE AVAILABLE: /A7 Q 46% ---�-- - '�+-- U) PRE-SET REGULATED PRESSURE(IF REQUIRED): PRE-SET REGULATT?0 PRESSURE Ili REQUIRED) 3 PRE-SET REGULATED PRESSURE OF AEQUIREO): PRE-SET REGULATED PRESSURE OF REQUIRED): �'�+•� PRE-SET REGULATED PRESSURE OF REQUIRED): PRE-SET REGULATED PRESSURE OF REQUIRED): 1 V I--- RESIDUAL WATER PRESSURE: RESIDUAL WATER PRESSURE: �BE:i� RESIDUAL WATER PRESSURE: RESIDUAL WATER PRESSURE: O RESIDUAL WATER PRESSURE: � RESIDUAL WATER PRESSURE: � �=�. U CITY PAOUIRED RESIDUAL WAT[R PRESSURE: S CITY REOUNM REs10WI WATER PRESSURE: . PSI CITY REOUIRED RBSIDNAL WATER PRESSURE: CITY REOUMM RESWUAL WATER PRESSURE: � w CITY AEOUlREO RESIDUAL WATER PRESSURE •20 PSI CITY REOUIRED RAS10UAL WATER PRESSURE •t0 PSI �-L- ++ - �- TO.Y MERTENS-IRRIGATION CONSULTANT DART A 133 AVENIDA ADOSE SAN CLEMENTE, CA. Mn (7 14) M-4493 R E V I S 10 N S FOR COY UBE ONLY Z t� DATE DESCRIPTION APPFANED "TIAL DATE Z STREET y ATER/SEWE GRID a DRABA RZ TRAFnC a FWAL 0 ECK * R/W J W As CONST. THESE PLANS WERE PREftRED BY: FOR PMV^TE USE � Q RJM NOTALGATE ;SEE SHEETS 12,13,14,15 FOR REMAINING DESIGN GROUP, INC. DRAWN ,Q C>` IRRIGATION PLANS. r,,AWONG A14DLAN06CAPE AIICNCITX�URE CHEMED w mMw.A"Liu.RInEIw.18■IO VW^CA.+xa� ;^ NAME DATE -18-9 1 V , SEE SHEETS 19 THRU 21 FOR TREE, VINE LK:E" E""""°E" FILE O AND GROUNDCOVER PLANTING PLANS. CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION U SEE SHEETS 22 THRU 24 FOR SHRUB ACT NAME c - P PLANTING PLANS. RANCHO CUCAMONGA SPORTS COMPLEX Cl.- - SEE SHEET 16 FOR MASTER IRRIGATION • SHUT T * LEGEND. IRRIGATION HYDRAULIC CALCULATIONS Q � w SEE SHEETS 16 AND 17 FOR IRRIGATIONF J DETAILS. t DATE DATE CITY EM011EER SEE SHEET 18 FOR IRRIGATION HYDRAULIC w*ET L18 of 31 '10D NO• wM CALCULATIONS. DAA OFFKA^L -~' aIAwNAz IID.=_ JDATIE Xg- X7 I" CITY L18 SHEET mil. OF 2�t3 DAT>: t1P10/o0 x,al N 1 0 N u X v ❑ N I 0 LIQ N 114 PT 5g � MEN CD i -+ p O O O .O C O L7 D O 0 O O O 0 0 0 O O O O 0 0 0 ❑ O 0 0 �ti �- rtfIll +: CL . .• Til 0 alb p O D W m 6j 13 45 N ❑ ❑ p rPK° ❑ ❑ ❑ ° ° Z ❑ ° A• .:! . :.`�' Uj PG 2 > r� I � oE11 I G7 TIPrl v 13 ILJ i C53 'v o QZ• ( ' , • o • _ sew C4 Y1P • (V• 1 2.- o MP 1437&lAf PC 190 153 I • • 13 - 3 vw a� ' . '• 1 ' ' O 20 rtr = a A. G > • G5 13 8/ rK B 38 E • 24 ° oCl r I � I . . se ss�se ssi se b . ' ❑ M T LAVE E SHEET 20 < > ' I . r.� Z • - . _ , . 0 G2tu LL, N � � � • ••• ' • • /• ..:1' •fit _.. - ___...._.... �— / I / 4 ------- Cl • ` E 10 AND 21 FOR REI Au G TREE, < OUNDCOVER PLANTING[ PLANS. • • • I r r EE SHEETS 22 THRU 24 FOR SHRUB PLANTING w < • II PLANS. ' , r _ , • R MIll 16 , SEE SHEETS 12 THRU 18TOR IRRIGATION PLANS. a Z V) M ;•. o / SEE SHEET 25 FOR MASTER PLANTING LEGEND. O o • .• ', n °' ' .•• r SEE SHEET 26 FOR PLANTING DETAIL S AND V ..,:r. -=- --___ _ ' . . . . r : `,., ♦ -� ,= • ' ' . '`- NOTES.: O 4 ❑ O O O ❑ // NOTE: ANY TREE WHOSE CENTER IS PLANTED oC Q z / '�l( � '8•a+1S LESS THAN 5 FT. FROM CURB, OR HARDSCAPE Q S i SHALL BE PLANTED WITH APPROVED ROOT V '' • ' �/Q ��h� � CITY TD. 605 B. t/� Z � BARRIER PER C S < W • Srdf �`7� TYP W L. ALL SLOPES .E — i M j+�CH LINE � EE '� � ' . •• .._-` -� 3 LO IN EXCESS OF 3'1 SHALL RECEIVE � ��_ __ _. _ �.. JUTE NETTING; INSTALL PER MANUFACTURERS O z i 4 /f 48 RECOMMENDATIONS. } NOTE: , 1 Omstruction timing of stadium turf fields will meed to anticipate U I % the achievement of an established, playable stand of turf, acoaptable to W KI r I' the City, no later than February 1, 1993. - -�-- Construction timing of all other play fields will need to anticipate V � ___ me ; � I .,•`•�`• �City, t� Ts�1992playable stand of turf, aooeptable to the � Q later PARTA PLIANT LEGEND SCALE:1 "-40' TREES GROUNDCOVER R E V I S 10 N S FOR CITY INCE W �n E;EY BOTANICAL NAME C =N BIEE •CONMENT� =Y. SPACING SY' L=Y BOTANICAL MARE COIaQ/ •IE! Mrs on DATE DESCRIPTION PPRWED MTML DATE Z Z (THIS SHEET) PLANT KEY STREET (THS SHEET) 111 BYBRID BBRKUDA STOLONS 'lIFG>1BBW' 98,$97 B.F. Z ATER/SEWE 4 .�. BP BRACHYCHZTON POPIILNEIIS BOTTLE TREE 3.5 GAL 53 25' O.C. G2 PBRBMxIAL 3IYBGRUB •CALIBMTB• BED AT 10// 81,10S B.F. PC 100 QUANTITIES OF PLANTS GRD 1 DRAIN � J Lobo 000 BB..F. �' • EK EUCALYPTUS MICROTHECA COOLIBAH 3 GAL 93 23' O.C. SBE SPSCIFZCATIOMS TRAFFIC SIPZNNATA ^HINESE FLAME TREE L4• BOX ORANGE-REO FLOWERS 28 40' O.C. 24' SIZE OF PLANTS FIJAL CHECK XOELREUTERIA ' ❑ G3 VERBB><11 PBBUVIANA iT. PAUL PZMR 1 GAL AT ROBE PINK FLOWERS 0 S.F. R/W is" O.C. As CONST. W LS LIQOIDAMBAR BTYRACZFLUA SWEET GUI[ 1l9ML. FALL COLOR tel 2s' O.C. fFESTZVAL' KEY MAP No SCALE � w 20' O.C. NO MAGNOLIA GRANDZFLORA iT. MARY'S MAGNOLIA iS GAL WHITE FLOWBaS I:::::::::::::::::::: G4 GAZANIA IXITSUWA WBITB' FLATS AT WRITE FLOWBRS 12,673 S.F. THESE PIANS WERE PREPARED BY: FOR PIMVATE USE � Q 0 1 12" O.C. 'ST. MARY'S' D i M MiTIAL DATE O PA lLATANIIS ACERIFOLIA LONDON !LANE TREE 1S SAL. O 13' O.C. as lELARGOMIUl1 lBLTATWL IVY GBBAMIOx 4""POTS AT T11 =NED LINE 1,822 S.F. �N1)�APE ' I`•l DRAWN �, � ` DESIGN GROUP INC. 12 O.C. fR N 'PC PINUS CANARIENSIS CANARY ISLAND PINE fSGAL, 110 is, O.C. QO ♦ rUE�wC 9 i " r9 v W ►LANNIV5 A%D LANDSCAPE ARCNITECTtMECHECKED •..L a 77�.LA.R.MM.Af.SUTE 7*.•POM�TfJD.CA.MI AME 3 RA PURPLE LEAF PLUM 1s GAL Ne is, O.C. •• •.•• • • � z „ _ LICENSE NUdeER F� "18-91 Q N P>< lRIINIIS CERA ZFE ! 4" DEPTH COARSE GRIND 6$,318 B.P. _ # , , ,, I �r Q 1X AUTER VESUVIUS' G6 FIBER MIILCH11K FIBER XULCg � u � CITY OF RANCHO EUCAMONGA PD FHOENIX DACTYLIFERA DATE PALM 20' HT BROWN TRUNK 3 is' O.C. -.- ---- ` e! MFG. BY: sLIIa "'' I I w COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION • RIBBON NURSERIES e �'-- �' - BM RAPHIOLEPIS INDICA INDIA HAWTHORN 15 GAL. MATCHED 82ANDARD 16 is, O.C. ORANGE, CA � � � - l` rn�_� '� �" � ' Z V 'MAJESTIC BEAUTY' _ 'I 714/633-3666 �,l sit O �� - \\ il� 11:: : �I,y � Q PROJECT NAISE w WR WASHZNGTONIA ROBIISTA MEXICAN FAM PALM ZS' HT BROWN TRUNK 46 12' O.C. - rf of CAL`` �`� �'_ = RANCHO CUCAMONGA SPORTS COMPLEX 20' HT. BROWN TRUNK O G7 BYPERICUM CALYCINUX ST. JOHNSWORT FLATS AT 272 S.F. - ' y - - UJ . S" O.C. E ?-, _ SHEET TITLE 'ALL 41x PARKING AREA PLANTERS To -----•-7�--;'� _- " TREE VINE AND GROUND COVER PLAN V) VINES RECEIVE HYPBRICUx CALYCINUK AT ABOVE s = _ _ - f � _ � _ � w M. KEY BOT LAICAL NAME COMMON NAA BIis COtiMENTi OTY. BPACZNG BPACIMO. IILam. = - _ I U ' W Q (THS SHEET) I l ^ I, �—� '� ! cc A D APPFAN J 1 " J !G lODCCARPUS GRACILZOR FERN PINE 1S GAL 4x4 TRELLIS 2 1S' O.C. a 17 � - IDAT C R S LARGER GATECITY ENGINEER-y-/7 �, U• IT VARTIIENOC18SUS BOSTON•IVY $ GAL REMOVE FROM STAKE 114 1SO.C. 77 A VE lRICUSPZDATA GATE ATTACH TO MALL _ _— SHEET L 1�• OF ,Joe No. W793 === ! U1 FICIAL .r -------J A ED r DRAWING NO. IV ITP DATE CITY PLANNER SHEET �-5oF 2-x-3 L19- DATI! 61/10/90 k i • / N Cn I �jkl 0 N Nit L X 0 I 0 SEE SHEETS 19 AND 21 FOR REMAINING TrCf-j MC-- C,�"t2Covv, ' PLANTING PLANS. i SEE' SHEETS 22 THRU 24 FOR S-IFQU fLN J-n tJG PLAN S. ICL 6 PD SEE SHEETS 12'YHRU. 18 FOR IRRIGATION' PLANS NOTE: ANY TREE WHOSE CENTER I PLANTED i 20' O CL SEE SHEET 25 FOR MASTER PLANTING LEGEND. LESS THAN 5 FT. FROM CURB, OR HARDSCAPE ; :, _ r- .f C SHALL BE PLANTED WITH APPROVED ROOT �� �. -moi S CRY Pw&-IVO. I502 n� SEE SHEET 26.FOR PLANTING-DETAILS AND BARRIER PER CITY STD. 605 B. . ' ' ' •�•�'• I 50r- Atq N } 30 PT NOTES. !� _ I 8���-T ,fl� T17�t5 ❑ 5 G4 ALL SLOPES IN EXCESS OF 3:1 SHALL RECEIVE ,�. ' + '- 9 I JUTE NETTING : INSTALL PER MANUFACTURERS RECOMMENDATIONS. 18- _ -- } NOTE: + 15g Construction timing of stadium turf fields will need to anticipate j I •o the achievement of an established, playable stand of turf, acceptable to G' the City, no 14 February , 1993 / t ter than 1 / 'f o Z O _ - , -' a _ `� Contraction tinting of all other play fields will need to anticipate PA 9 /. + : � � � - Q °J4 E 19T /-' the achievement of an established playable stand of turf, le 15 /" / I W O • I P Y I to the U minIft Ci y, no later September 1, 1992. I + Q w _ I T Tub �,- ❑ •'�' RM 2 -- -- • I a� 64 13 EM ❑ I I , AS AO 1 ' C • •- / r 14 E ] j, (85 • I • ': ` w ° / : { Z �' ❑ / W oc L0 00I . . � �- �` ° G2; Z • i V ❑ t: 'A ❑ PC 89' �.•.• d. Z US ❑ �: — :'.'. I O . . • ' X L) � ❑ • � O r � :::': V W i•: V)G3 •. CL LLj " Ce jj �• Z 7 00 '•'• 7sLS O z •'• I G5 } W •,.dot •_.. � — v . � -•-•- •-•- �• `. ... •: .. -- � -- SAT .li 9',W E�2 ._ F-W- "2=1 sm W 't'�t sm 'iG'�� + ATe LINE �E� �T 21 - _ PLANT KEY PART-A SCALE:1"-401 � ' PC 100- QUANTITIES OF PLANTS R E V I S 10 N S Fat CF"U@E ONLY W � PLANT LEGEND 2a* SIZE OF .PLANTS ALL STADIUM PLAZA TREEWELL PLANTERS TO HAVEDATE °E T1ON PPRo Eo as DATE o Z STREET Z Z ROCK COBBLE TREATMENT REFER TO CONSTRUCTION WATER/SEWEF 4K !► � I • • � --bROUNDVER • DETAILS A,B,C,D, SHEET 7. GRD L DRAW ..I TREES — _ OTY ::E : >;<::1:::.: 01 HYBRID BBRHUDA ST •TIFGRss>M' SHE%T1 F. TRAFFIC d SYM• EEY 130TANICAL NINE COMMON NAME SISE COl4tr_N•r- OTY. SPACING a..j" i.ik':; `<: « CLCN> FINAL Ct#CI( • (THIS SHEET) a* PMLMME= RTx=Aaa •CRUSH HYDROBEED AT 10// 171,027 S.F. R/W ..� BP SRACHYCHITON POPULNEIIS BOTTLE TREE 1S GAL 1S 25' O.C. % 1000 B.F. AS CONST. N ass SPSCIFZCATIOItS AP NO SCALE W EI{ EUCALYPTUS MICROTHECA COOLISAH S GAL i4 2s, O.C. KEY Ga Vsnssla► PERUtIA>ta► IST. PAUL sIx>tt• i GAL AT RoaE PINK FLOWBRi s,s7a N.V. THESE PLANS WERE PREPARED 511: Fat PMVATE USE J ILII KOELREUTERIA BIPINNATA ^HINESE FLAME TREE 2� ' BOX ORANGE-RED FLOWERS 14 409 O.C. Is" O.C. "' "' "' Q RJM INITIAL DATE LS LIQIIIDANnAR STYRACZFLUA TWEET GUx 151iAL. FALL COLOR ?0 25, O.C. �.Y 1>t F � "� "I y a + DESIGN (�'`p`OUP, INC. DRAWN O • •FESTIVAL• 04 GASANIA •HITBUWA WHITB• FLATS AT WRITE FLOW212 25,409 S.F. ,�� i1 rLAReMRiGAlnolwPMWAIEAl"MECTURE i Rs� .r, ! I' %� 1 I r1WtASRRAMOLAS.RRI�IIRN.INaIWJO.CA.NM CHECKED 12" O.C. �� W Q NG MAGNOLIA GRA.`IDIFLORA ST. MARY05 MAGNOLIA 15 GAL WHITE FLOWERS 0 20' O.C. W ' / �r l ' NA DATE -18-91 (' 'ST. MARY'SO Gs PSLARGONIUH PBLTATUX IVY Gs'RMMI 4" POTS AT TWO-TONED PINK 2,920 S.F. R= ! o f LICENSE 1! O.C. � I O " FLOWERi _ - "� �; 0 PA PLATANIIS ACERIFOLIA LONDON PLANE TREE 15 GAL. 13O.C. I CITY OF RANCHO CUCAMONGA G4 FIBSR MULCH s" DssTH •COARSE GRIND' 37 !oS S.F. mow " p Pc PINUS cANARxENsxs CANARY ISLAND PINE 15�• e'I ts� O.C. *�, Z COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION • FIBER MULCH a e � ICG. BY: BLUE l 6 "` k " a SA w PK PRUNUS CERASIFERA PURPLE LEA? PLUM IS GAL 0 TSO O.C. RIBBON NURSERIEB '� °� �� "" * ' •KRAUTER VESUVIUS' ORANGE, CA • OF CA1�F rtixz�' � �� I > PROJECT NAME V 714/411-3444 .�� :,, ; RANCHO CUCAMONGA SPORTS COMPLEX PO PHOENIX DACTYLIPERA DATE PALM !0t IT BROWN TRUNK 4 1S, O.C. G7 IIYPERZCUK CALYCINUH ST* .TOH1tiWORT FLATi AT 1SL s.� , LU a" O.C. w WE *ALL 4 x 4• PARKING ARBA PLA11TSRs To ---- =\� Co RECEIVE HYPSRICUH CALYCIIIW[ AT ADMSET ` N 4J • RM RAPHIOLEPIS INDICA sxDIA HAWTHORN MS eRGALHATCHED BTA>OtDARD S. O.C. �-- g '— _ REE, VINE AND GROUND COVER PLAN p 'MAJESTIC BEAUTY I ii SPACING. WR WASHINGTONIA ROBUSTA MEXICAN FSM PALK asp HT BROWN TRUNK AV 12O.C. VINES , �` � I le� T0WLok I ANU-6f V, I" R41 rALM Xd HT (X 014TP.YOW04 I%UNK 7 a G• SYM, KEY SAT7►NZC7►L N>,ME COMMON NAAE SxsE COMMENTS _ T (��a��,�J RI1h7 ) W DA -if C TY S WAGER DATE CITY ENGINEER ,� PG PODOCARPUS GRACILIOR FSRH FINE is GAL 4x4 TRELLIS • IS# O.C. "€ : \s A 'SHEET L DATE �1 OF J/� �---•-- B NO. W7110 A >t"F PARTHENOCISSUS BOST011 IVY' S GAL REMOVE FROM STAKE 20 is• O.C. `---- TRZCUSPIDATA ATTACH TO WALL pNIMBIG NO. F7 Y PLANWR SHEET 2-51 3 L20 DATE (1/10/60 1 i N TT V• I ,O Y J N T u X v ❑ I 0 NOTE: ANY TREE WHOSE CENTER IS PLANTED SEE SHEETS 19 AND 20 FOR REMAINING 1F45F,,u1N*,, Id')LESS THAN 5 FT. FROM CURB, OR HARDSCAPE AfJn M*4 r l4a A.A JS. SHALL BE PLANTED WITH APPROVED ROOT ^ SEE' SHEETS 22 THRU ?Zk FOR '!+K I3 BARRIER PER CITY STD. 605 B. PLAIIrir-0 ALL SLOPES IN EXCESS OF 3:1 SHALL RECEIVESEE SHEETS 12 YHRU 18 FOR IRRIGATION PLANS I� �, JUTE: INSTALL PER MANUFACTURERS RECOMMENDATIONS. e ,• ♦♦ / 4 Qonstruction timingf SEE SHEET 25 FOR MASTER PLANTING LEGEND � , � /= ♦ O ♦♦ � ' a o stadium turf fields will need to anticipate ,�•� � � the achiev�elnent of an established, playable stand of turf, acceptable to THEE SHEET 26.-FOR PLANTING-DETAILS AND � , � �� �♦, L � � P � � � � � � � the City, no later than Febz'uaxy 1, 1993. NOTES. o } / , N 0onstructicn timing -of all other play fields will need to anticipate I • �; the achievement of an established, playable stand of turf, I le to City, no later than September 1 , 1992. /�� �I ♦�, tet' 4 T i T " MAC LINE __ . _ ____ - _ _ . _ . _ ♦ _ - --- -0 f __i SEE �E 20 � SEE SHEET 20 _ s'� ♦ - v /�.eJVJR f s�s�s� s�s, !�� • i� 0 •C f ALMR . s�ss s�ss ss rr s W O R I o Z I O U • . _ • • . :. , ' • ' �. :;' PLANT LEGEND . • ; • • , • • TREES o •— • �:.. _ ❑ • • ' •'� '' ' ,+ (THS SHEET) BP BRACHYCUXTON POPULNEU1S GAL .. BOTTLE TREE . O • '' • 24 25 O.C. ' : • : • Ex EUCALYPTUS xICROTHECA COOLIBAH 5 GAL 103 !S. O.C. � • En ROELREUTERIA BIPZNNATA ^.HZNESE FLAKE TREE Y4• BOX ORANGE-RED FLOWERS !S 40' O.C. +- • .t LS LZQUIDAMBAA STYRACZFLIIA SWEET GIIx 15 GAL. FALL COLOR �� 25' O.'C. KB 25 'FESTIVAL' N •' xG MAGNOLIA GRA.YDIFLORA ST. MARY'S MAGNOLIA 1S GAL WHITE FLOWERS !o !p� 0 O.C. ' , • , •ST. MARY'S' C •.: ,. • • •• 0 PA PLATANIIS ACERZFOLIA LONDON PLANE TREE 16� - MG 20 . 0 13• O.C. 'C lZNUS CANAAIENSZS CANARY ISLAND PINE GAL. 5 I5 1 1s O.C.• •. s� � a - 15g � PK PRUNUS CERASIFERA PURPLE LEAF MUM 1S GAL 10 is, O.C. _ it • 4 - - r• •�: :'1' •JIMAUTER VESUVIUSor ' v PO PHOENIX DACTYLIFERA DATE PALM 20I NT BROWN TRL= RM RAPHIOLEPIS INDICA INDIA HAWTHORN 15 GOAL. v '�� { P� }� •� .d !: 'MAJESTIC BEAUTY' MATCHLID STANDARD i 1S' O.C. _19 • ' ' =�' ( WA WASHINGTONIA ROBUSTA MEXICAN FAN PALM 25' HT BROWN TRIINX •4�1 12' O.C. 0 - NEWRSLOWID EXWNG NAMWTONA ROHM MEXCAN FM MLM 20' HT. BROWN TRLW !O — 0 0� �- ❑ ❑ GROUNDCOVER O •• G p SYN. EEY BorAMI -ter. tt�r� ■ trvt: SI:: LL. o^O (THS SHEET) J r— *. «> 01 HYBRID BERMUDA STOLONS •TIFGREEM• 0 S.F. r. ❑ / - t ❑ �!�' 02 PERENNIAL RYNGRASS •CALIENTE• HYDROSEED AT 100 ❑ ❑ •:�:;.• 1000 S.F. v N 4 REE SPECIFICATIONS X () • 0 ' . . �• �03 EM • . G3 VEEBEN71 PEEIIYIAMA IST. PAUL PIN[' 1 GAL AT W Ross PI1I>t FLOWERS 0 S.F. . 18» O.C. J W V Z ' •• • • •• 5g • •• + . ' . O �* Ga a►sAMli► •MzrsvlrA WEzrs• FLATS ATC Z � WNZTs FLOWSRi 19,060 S.F. C 0 (� • ❑ as %' . • . PssARooNznM PSLTArnzVGSAMIIIM a» sra AT -roND szNs 1,932 S.F. O W 131!» 0.C. !LOWERS . , . i /' ❑ :�; 04 FIBER KULCE a» osPTE •COARSs GRIND, 39,!11 S.F. N = f� G v W - '' •. . • '' . • f .• - 0 ❑ LIBER MULCH — ;'• r ❑ MFG. BY: BLUE 0 Z ,_ '• oftana33RIBBON MURSERI , V. A �: �::• - • , y 7 -31Ei 00 O = • • G4 ° ° ° 47 EYPERICIIM CALTCINIIlt rr. Joss ot: CL v N • FLATS AT Ota S.F. Z ck: PAJ• ° *ALL 4'79 a• PAREIMG AREA i» O.C. < W . ❑ RYPss ECEIVE EzCON C&LYczNUK ATTAABo s OG t+•� • O SPACING. Z •� _ ° 13 ° VINES O z •� , ❑ 13D1li. Kt.Y $O r.1tZCAL NAME COMMON HKAL SrZE CO •rr_w•rr OTY SPACT' LAJ (THS SHEET) } • • (03. PG PODOCARPV8 GRACILIOR FERN PINE 1S GAL axa TRELLIS 0 is, -O.C. ~ N - -— _ — I - PT PARTKZMOCZSSUS BOSTON IVY' S GALEr REKOVE FRox iTA10E 9O 1S' O.C. V • ❑ Y•R.ZCVSPIDA &ZkACK TO WALL sC45PART�A �_. I SCALE.1 40 Z • ��:}� . . I cry BP PT 9 O �' R E V I S 10 N S FSR CITY UK ONLY r�. W W ' "' ( 159 5g PLAN •�� Pty`' DATE DESCRPTION APPROVED SQTIAL DATE z WR' I f CAU�� STREET Z z PNIt? h- Amm&4_ ` PC 100 QUANTITIES OF PLANTS SO N . . li�ZS �s'4C.II..IT � - rRM TRAFFIC a � Y 8 . - • . 24" SIZE OF PLANTS FINAL CWCK at' t I R/W ❑ - AS CONST. (/7 KEY MAP NO SCALELLJ '-}••' -� - - • -.�-• -�- '� i - __ THESE PLANS WERE PREPARED BY: FOR PWATE USE � J _ r4wo4*1 + +• . ' f �.-��"�a r; -'� . `'� R JM wnAL DATE �•. i- , s •a �� DESIGN GROUP, INC. DRAWN NAME DAT>:.9-18-91 — • LICENSE NURSER L� " . : _• - .�=T ""' .w CITY OF RANCHO CUCAMONG0f • : - : ' cl , - 'rt ) z COMMUNITY SERVICES DEPARTMENT: PARIES DIVISION • �\ G �.�, E j PFAWWT NAS V l05 LS rPDy RANCHO CUCAMONGA SPORTS COMPLEX a. G5 GZ Gs 1 PK ' - ,.� F ,_� CrC 15 159 ° r UJ SNFET rnE TREE, VINE AND GROUND COVER PLAN _ � w ARROW ROUTE — —� Uin �o+ a 4x py1Kb � I cc ED A DA COMMLWT Y S#AMAGIER DATECITY EIiQSEER JTi C 7 DATESWEET L2 1 OF A im W. wM FIctAL M DRAwMG Y L21 SHEET 5z OF DATI: "n0l" N 0 • Un N u X v a N I 0 Lo N x4107 111 Mp 376 Mr 2$ m �5Z >+4r - xc 19 _ /� / / ♦/♦ i1 �I 1- J • , • V♦, ,V V w ALw ar Laf •' i," / -\ �/`' - /tel \' i/, .♦/ - ., �./ ♦ ./ /. ♦'/ ,1'11 -,♦- ' �I1 ^i/ - ,• <' ,w ,J , ,•{ - �. r , a a , - 1 �,\i it/,/\I��=1_-/ ♦%.�1 �I;,♦1 I-1-\_,'_°♦• 11\I ••L`1• •♦ , < r rr) JA !, , ) L ,>y .,+ •+ V 1 ♦ ♦ •,-•L• 1�, ♦ . _ 1. -°y � . /Y. riY 1\. / •>. a+ • r♦, •• r raw . f` . r) aw ,, r a , r a y+ • v , a, • r'r fO 1­ 1111 IT11111 1111111111111111111111 1♦•♦♦-ta 'I� 11-1�'�T��1 ``• f ••f•• f • �1 a >a +aV`••L:` ,V a `1♦ a,J,JJ V• J' ,Lalr ,a•w •L>r,• ` • .• •, . Lr,V Va lrr,• V>+'r r>,J•a•L yVLr ,` •< ,'Lf 1:11 _ T• a y, w , ♦ a ♦ +•` ' L •a• , <, J,• 1.7 A • ,•1♦yfa fY, m ♦ ♦• f • ••\•• • +,•a<IV,,`ra , ♦. 1 , ! ,• w;wf,>aa,'w♦• n• • L •• f-1 JYr'♦< CL , � a a• w a w < of r• `f • •• - ,r L♦< ♦,a l f y'�♦ •< wl� ./ , a a ay, ! , • �r 'zc _ • ♦ w .. wv taaa•r r � ♦ a•a fv• a a a •< a Y,L-J,V, V Jr,•<`f Y,►J, ,• f < T • ,wf r♦+ A V # 1 -�• Y//. M T >. " + .`,' rL> • a„>�+L 'J'"+ JL -r` arm,<ra'• § � N '• I mo` �/� L -• w +a. a r v ♦► , • a L a a. J ♦L r L+t o f r>-t _ 1 7 • - ••♦♦- •a• 1,L,ar';; •aA1Va<,>awr r> y>a••aw • • • • • - • • ♦ • ♦ • • • y ❑ f • 1 <WH 15 N V < ra< •y a ,+ a ' PJy tin 6 11ris •'•`w .w.; ` f > '• > ♦ L Xcl t. � v w: ' I •f frn:rl• r w • :• ' •c z,4, a , •• • I V z L. a,a • • NP 37 KC ZO L • ' • , •— —HPC - .. XC-17 • -- �' . G � . a of +r �=)•yam O Lij 71 R­ —pr Wp Lu •' ili , ♦ S wt Y / . S •a J fr f a >• ,• a ' ' • ` crC l•1 ' ' �1{,D a♦r 1\ >`r>J•w• •a> • ♦ cllw ♦ f _ _ _ _ yrt 1 y IL O •�, I >> a SC i J.�w`.`�•w< . rte,' T •r,�w�r'y�%n •MT^, I � v ' :; , ,•�- �.� T LINE E SHEET 23 -' > Hca: I i , M + ILU f r • i .rY ".".: 1 w. �, _�- �• TJ- O C / I J V W ~ • z CL t' ( O • NO FIBER MULCH OR HANDPLANTED GROUNDCOVER Z w Rwll(� Mp�7 NIP 'ate r l , I Ax � ;1 `• • � O cry MATERIAL SHOULD BE USED IN CONJUNCTION WITH W MYOPORUM 'PACIFICUM' SHRUB,PLANTINGS UNLESS O _ - -- -.._. L = r w MP q3 SHOWN OTHERWISE.Tj Ata v.r .�� � ...! f • a J a f'_` l•�� ♦ T y�i r aT�� � > a�� >, �1 a a a a f•, !. / fes\ O � "S ,; ' A L,< ♦•♦Y ,r♦was, ,a V T< f < • • +♦ •+, ti ,V L, ♦,•a•r! Y + . w /7 !� N -/ ck: r +f 1j < • •` <•f f♦ fv ,la •`J� • •.• ,ar' > w • • Y{ < ><< a a •) L J ,- : ^ • •a " o ' w • SEE SHEETS 23 AND 24 FOR REMAINING SHRUB , W z ;a, .++ w �>•••J •„� PLANTING PLANS. t~- � z ���,,, a>►� SEE' SHEETS 19 THRU 21 FOR TREE, VINE AND O V • GROUNDCOV.ER PLANTING• PLANS. Z KX SEE SHEETS 12• THRU. 18 FOR IRRIGATION PLANS; N < w . oc ATCH L SEE SHEET2 - �� •� ,�/! _ 1. Q SEE SHEET 25 FOR MASTER PLANTING LEGEND U , EE SHEET 26. FOR PLANTING-DETAILS AND O w ' NOTES. I I Ll / V - I �+ ® W QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. r~-- �, CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS = T-4107 AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE L PLANS IN THE CONFIGURATIONS SNOW Q t PART.A I i PLANT LEGEND _. __ _ _ _ _ \ I-----_ - _ _.._ __ -� /� - `�,Nosc,�P 1 . T SCALE:1 40 �p r1UE 14, f R E V I S 10 N S FOR CITY UBE ONLY � LAJ SHRUBS ; Q �' � GATE DESCRIPTION APPRMED INITIAL DATE o z Q STREET Z SNnatll aATER/SEWE EYM. LEY 10TAliiCAL MAME COMKON 1(111[E !ZS= C0112LENT8 OTY. tP&Cllta GRD & DRAIN cl- - (THS SHEET) C� AP &CACI& •PECOFF VERDE, ACACIA 1 GAL GREEK 315 i•_ O.C. si"l�l ,i+`P AF FIC FOLIAGE FRCHECK DS DIETE8 vit" .rA, FORTNIGMT LILY 1 GAL WRITE PLOVER — 3. O.C. ' R/W ❑ AS CONST. N MP MYOPORUM •P&CIFICUM• MYOPORUM 1 GAL • II+� KEY MAP NO SCALE _- IID NAMDINA DOMESTIC& DWARF SACRED 1 GAL BALL COLOR WA !' O.C. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE Z Q •xAxA PURPUREI►• BAMBOO , PLANT KEY r+ • , , M INITIAL DATE alk 11M MANDINA DOMESTIC& DWARF MANDIMA 1 GAL la0 !• O.C. a QUANTITIES OF PLANTS p7�1 t DESIGN GROUP, INC. DRAWN - •MARBOUR DWI" wr:�, ,` : A • r �. ►LwNP'I�C.w�D LAVD6CArE ARCMITE(TURE CHECKED V MMB �fAMDIMA DOMESTIC& >tEAVEYLY EAMBOO 1 iiAL 3' O.C. n25 usRa,IN.,S.3UTE 1.1,•MNw\1iJD,a.gN1 NAND DATE 9-18-91 - LICENSE NUWMR FILE N PT PMORMIUM TEMAX NEW =EALAND FLAX 1 GAL PURPLE FOLIAGE L6 7• O.C. ` ;Br a �� O •ATROPURPUREW[• ?, �� ,; " . � , CITY OF RANCHO CUCAMONGA PJ8 PMORMIUM TEMAX DWARF NEW ZEALAND 1 GAL L51 3. O.C. � l � � - tt I z � • COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION d • : y ; j P110.ECT NAM U •J&CX SPRAT• FLAX• � `,- .............. � ck: PW PITTOSPORUX •WMEELEAI• DWARF PITTOSPORUM 1 GAL 60 4. O.C. RANCHO CUCAMONGA SPORTS COMPLEX' RP EAPMIOLEPIS •PINKIE• I]TDIA MAWTHORN 1 GAL PINK FLOWER SZ.f 4• O.C. : Ilk* ,W 1�k�f�. s}{p�l��Pi'+dN3 � R✓� 1 �bH►Ic� ; - _ N T � C c&'1'1T11� SHEET Ti TRACMELOSPERMUM STAR JASI[I11E LIMERS WMITB FLOWER iS� 1Nl•• O.C. -s a = ' - SHRUB PLANTING PLAN p cry JASMIYOIDEi i ;� s = _ 0 Q I w XC XYLO&MA COMPACTA Moan s VAL �. 41 O.C. ; l � � � �� I c A APPROV � J � 1 .. i 1 W OC DAT C T RV R DATE CITY ENGMNEER H A DATE FICIAL SHEET L22 OF -.+� JOB NO. W793 >,r ——-----J APP1gVZmAldol& DATE Y A DRAWING NO. 5 SHEET �- , 3 F DATE 11/20/!0 i N • I 0 Un N L X O ❑ I` I H DINE SEE SHEET 2 N - 1 I et I � a e. ♦ :�:-�.c�°"!'��`•tip~p�'>r n ♦. : ' o ZZ �- s. 4 / � 1 - i d � - I � /%— ++ / � c• r I 1 W �. _.. ...,.Y Y ol 11,r 1 I aw a• a . a. r . U - I f13 �-- PJS 68 f , TJ ,140 o Y ss, `� aft1 O MF io to NOrY w 'sr 1y • ` '� a • `-�� 'a v,w. a a > Y•+;awa; r a f • - �;� /V�/ Tr /�� "•C - `,+` a` > < 'a , •, 'r Y > r •. >`` , - • v ••r•wa I w' 'S T T I W .� I +rr`i��. �Wi a ' �..`iid�•�aij` ' `•` '< a .<T> i 7 .a!— TJ 11� / Nb 4'S6 Mp 4p N f. I L._ �._ Cf T to Tj 155 I '• NP 511 LAJ ir aRaa 5ii t • 1 , , ri, I w `r, �., O U. .+ MI' 1Ci ' o N RP 442 145 1 W ;;� • :,: •^< � 371 ; , Xr,61 •J X J <26 DC 23 XIS I l O W a ..ll, a'► , � IIS] < 0 XG Ira V v Q:f Its #1 • + Y +++ Cie 0 CL z LLJ_ V ♦y,a•-a'• f a 1•<f+ • . 1• v<a wr , , .A.- C Y jj••` - - - •,' a/• i.�: .• '•`i'0 •,'fir.�.' -tj,r 4�= 4 `:`�;C `�V•'{Y,a!-t,„t:.y.ti�.. 4.f a •�<�i`.l --- -- - C. . ' O Z tyD (,O LAJ v• ' tl.;�• l;• • � .4Jt��.t„�' .{y,C •\.•��.,,` �4 `. a a 'f. v''. . • >` •',I �-� ,.''/ ;\ /f V LAJ • —•—•—•---•--- - . low / / 46ssl.i ssl s�ss s� . � ���� ��• � , __, � HAAT N LIjVE E ET 24` �' N:mm Warm z ssi ssi s�s�s� ssl s� _ �. ■11-(a:H LINt �Et 5Fit 777 7st wo MUM m PART�A �. SCALE:1 ' —40 V) r.'� � , ' ~ tF , � � ,mak► � �•� 4 �,�, R E V I S 10 N S FOR«rr utE oar cr o DATE DESORPTION PRR0�1/ED MTIIIL DATE z STREETWWE Z PLANT LEGEND —. o • ' } GM i/DDR M • * q • TRAFFIC SHRUBS OF C/►L�FO� FI gyp` O AS CONST. V) SYN. ZZY BOTANICAL NAME CONKOH HAIL SISs COI x1mrT2 OTY ■PACING PLANT KEY KEY MAP I� scALE w (THS SHEET) QUANTITIES OF PLANTS _ _ - THESE PLANS WERE t�w►RED BY: FOR PRIVATE USE Z � Q AP aCaCZA 'PECO!? VERDE' Acacia 1 GAL BRIGHT GREEN — S' O.C. FOLIAGE � �;, 7�0 --1��•� .« RJM NiTLAL DATE DB DIETES ViO^TA FORTNZGNT LILY CULL WHITE FLOWER O E' O.C. ` '• ' DESI1710 LAS GN GROUPING DC SEE SHEETS 22 AND 24 FOR REMAINING PLANNING AND UM1•CAIE ARCMfTECTURE `a •=' ` •`c" HP IYOPORW[ 'PACIlICUN' IYOPORUH ' o.c. SHR � 9.NT �3 RI •a• , � ; _ DATE 9-18-91 W cn ND 3MADZNA DOXESTICA DWARF SACRED 1 GAL lRLL COLOR 1,570 at O.C. NIJI�E _ ( �'` ' LICENSE R FILE O 'NAVA PURPUREA' saxsoo SEE SHEETS (�I 1-HFL124 ft4v,7� - �%.iN0 1� r �rFR 1 CITY OF RANCHO CUCAMONGA NANDINA DOIIESTZCA DWARF NANDINA GAL 1!S !' O.C. HARBOUR DWARF �• t v� �aa ' • + COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION • x � d U iw SEE SHEETS 12 THRU 18 FOR IRRIGATION PLANS. ' RANCHO CUCAM N A NHa NaNDZlg1 DoxsSTZCa HsavaxLY BAMBOO _ au — 3'-o.c. y .� � � Q O G SPORTS COMPLEX � j t.err' .d til�gq: �mr,� w • PT FHORxZOK TENAZ NEW SEALAND FLA: GAL FURPLE FOLIaas ss 7' o.c. SEE SHEET 25 FOR MASTER PLANTING LEGEND. srEET TRS 'ATROPURPUREUI[' 1.Ivr �#�K- }i�•vE tNC� Pis PHORNIUX TENAZ DWARF NEW :EALAM i Gat us a' o.c. �I'T-1G�• +SEE SHEET 26 FOR PLANTING DETAILS AND SHRUB PLANTING PLAN N p V) 'JACK SPRAT' FLAZ _ U Q NOTES. cc= ! A J PW FITTOSPORUIL 'WHEELERI' DWARF PITTOSPORUI[ Z GAL as 4' O.C. RP RaPHZOLEPIs 'PIN>ZIE' INDIA HAWTHORN I GAL FIRE FLOWER It1S 4' o.c. NO FIBER MULCH OR HANDPLANTED GROUNDCOVER QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. — i f' 1 W CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS °ATE S AGER DATE CITY ENGINEER Io C7 - TJ TRacHSLOSPERxUx STAR JasHINs LIIRRi WHITS FLOWSR ger• 1S" O.C. .MATERIAL SHOULD BE USED IN CONJUNCTION WITH = JaSNINOIDss AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE \ ( APPROVED << JOB NO. W793 . _ �VIYOPORUM 'PACIFICUM' SHRUB, UNLESS• � �' -_ + �—• - � SHEET L of .: � � � �-- - DATE B OFFK:IAL SHOWN OTHERWISE. PLANS IN THE CONFIGURATIONS SHOWN. i ----- J_ I rA 0RAWNG NO. ANNEA C�7 77 V!! Yc zYLoaHa corcPACTa zYLoaxa 1 GAL sss a' O.C. ATE CI r SHE �5F �-+3 L23 DATA f1/ZO/f0 N G?) I 0 N r--, L X O w ❑ N f\ I 0 Ln ' N CL V\ ' T r r . I • _.._........_. - w _ y �� ��. •'1 1y� . ` L24— A23 MA --- -- • H I HgET �� • � CHLINE SEE SHEET 23 � - �.�! u;� •• - - ,,. _` low- OE- .. s. • �;..�.... . , ,- ujs` ■s•s.s•s•i!s•s•Ms,s._s.s.s•�s.s.s•s,s.a,�s.s•s•s•s,ws•s•sr■Rs•�s.���t �s•s•s•s, s•s•s•a,��s•�� v;�•-`'' o Z 0 Fr t/� XVI ' !�rn �fr.t�'�r.-�'., 4').:�... .+r` •-:+ •� y ,1�� r'.�^•.Gw ,/`'':.r r,�.. r. ".e. � .��^� • ( _4 r`l` ,• ��- •G �• i. '•, h .,r +r^• f' .J/'r�. r.T.• r"/ iy ,i,, e. y... C�.� ', I,.( r 1 r. �i .,i_ !. +'Sig ! a .G V i "( '•5 +r.• .l ,y I.•r•.w•" ..!' ):' r�wG �• .r,'/.. .E..'e'►,• •V o-.:.� Fe',-:, y+�' •c '+i•. '�T. � - � •�• +i •t ,r r 'F>' a Vii► --'!" _ -.�r'f. .l S.- �• h y.•I \ •'+•. �• e .! fir•: s'•- � •r. :, - L �r ,. "jam:' !"?:•- �: �f,{"r.. `'. •� .; R.:..�, s ,! f � •err A:fi r' Y •.1 .i... r,..rr . � •'t. Rt:. � ` • �5••• ! . •C:» .r_r � �������-� " f` t•,'� -�',"�` l.•.�i '� �t���� ' �S"• �`f•••��'�tai:/rt� r�••..�Si..>• ,�''S ' ♦ •o - .r 0 w AP 13� Z6 XG I I W < • f, c z ❑ - PLANT LEGEND o SHRUBS SYN. ERY EOTAEIe�T. Jnr= CplOtOtt rir: <: MISE 11R>e OTY srACIYG �� (THS SHEET) n _ - ��� 1 BRIGET =ZBN 110 i' O.C. (� At ACACIA 0 PBCOFF VERDE' FOLIAGE l m ' � DE DIETES V940T^ FORTNZGET LILY 1:GAL WRITE FLOWER �c tEi 3 O.C. � el or NP NYOPORUR 'PACIFICUN' NYOPORUI[ f GAL iG6 i' O.C. tG•r t ND NANDINA DOMESTIC& DWARF BARRED 1 GAL > IL � ;" ; ` 'MAMA PURPUREAI SAIIE00 PALL COLOR 857 2' O.C. I ,� c NANDZNA DOi[ESTICA DWARF NANDINA 1 GAL 118 !' O.C. 1� 'RAREOQR DWARF' Cv NRH NANDINA DOKRXTICA REAYENLY BAMBOO 1 GAL 214 3' O.C. - • _ )(CAP � -♦•- ----_ -_-- N i 0 L0 N x 0 0 N t� I 0 �t TREE I S of TOTALL O SYN. KEY BOTANICAL NAME 'COMMON NAME iISE COMMENTS oTY. SPACING .. ..'.. " SND O m .t= t� HP RAC 99 2 S O.C. w O • HYCHITON O ULNEOS TREE is GAL P P BOTTLE T E EM EUCALYPTUS MICROTHECA COOLIBAH S GAL Z� 25' O.C. 1 V. � N N +" KB EOELREUTERIA BIPINNATA CHINESE FLAME TREE X-4 BOX ORANGE-RED FLOWERS 77 40 O.C. LS LIQUIDAMBAR STYRACIFLUA SWEET GUM is egA4,. FALL COLOR 01y 2S' O.C. 'FESTIVAL' I ' _ w �I 6 Ptk N 1 t: it-- I -- WZ W1Lt I SocK. rn D MG MAGNOLIA GRANDIFLORA ST. MARY'S MAGNOLIA IS GAL WHITE FLOWERS 20' O.C. I ZL • 'ST. MARY'S' ' r'I_� 170 MIN, �, p TO DEZNN. �Hc� 'c PA PLATANUS ACERIFOLIA LONDON PLANE TREE 15 �•r'•L, �} ?jJ' O.C. o z G� TO STORM �I a 3 .0 D PC PINUS CANARIENSIS CANARY ISLAND PINE 15 4-04, +y31 1S' O.C. CJ� �� • H •Q �- PX PRUNUS CERASIFERA PURPLE LEAF PLUM IS GAL Zb 1S O.C. �� CSI Pl EA Q N) U 'XRAUTER VESUVIUS' SAI $E.� 541- 4. w N PD PHOENIX DACTYLIFERA DATE PALM 20' HT BROWN TRUNK 17 1S' O.C. U A W •� RM RAPHIOLEPIS INDICA INDIA HAWTHORN 15 NATCHED STANDARD 26 is, O.C. �� •- II •— MAJESTIC BEAUTY 0 I OWN TRUNK •1 l5 O.C. R 1 WR w o s s 8 I ASHINGT LAZA ROHO TA HT MEXICAN FAN PALM 2 1 T. AT IFNTRY ONLY O.C. 1�7�= to H ( ) 241 �- o F PALM I II I AN R W HNV T NtA MEXICAN ?D E RELOCATED EXISTING WA ME �4 �':':`:�r��`.��.�:`:� :::.`::�'��:`:<'�.>`.:'��'. 1 1 Cal"Iip�GT �}1D. ELOC ED EX S NG S G O C 4 ''1 •�R," . .., � T a N6 Ro us A U I� I 3� sC I-�to rvc v, �r1,�Cue�T�o a rtv SHRUBS — �a ►�t�'f. Q ) 0-1 oo TOTAL > IL -; G I �1 „ ; / iY1[. KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS TY. SPACING p OF AP ACACIA 'PECOFF VERDE' ACACIA 1 GAL BRIGHT GREEN 445 6' O.C. Mc= pFOLIAGE `1Jl'1-aN ��`• �,, _ DH DIETES VeCwST/t FORTNIGHT LILY i GAL WHITE FLOWER ZZ8 3 ' O.C. A' I k7 p 1 �1 C a �I�M VaWl.11� PI 3}'g(`KAo �Av r �04 '< .< , MP MYOPORUM 'PACIFZCUM' MYOPORUM 1 GAL ?,511 6' O.C. `�►� �•I Li b W� I�YL�V SLY�'C O z �Y I^ �f T o ND NANDINA DOMESTICA DWARF SACRED 1 GAL FALL COLOR 31<51 2 ' O.C. c_ — > 'NANA PURPUREA' BAMBOO 1 Lc Z 'I NOTE 5E� D T�'J L Cl T�'tis I OIrl �.JN� f' yC cc an LU c,L�ET- �-�� E NH NANDINA DOMESTICA DWARF NANDINA 1 GAL 426 2 ' O.C. �F- AW8AMP /MSD CSN W f p r� �'I �I 'HARBOUR DWARF' NYLDN �,K• U- co NHB NANDINA DOMESTICA HEAVENLY BAMBOO 1 GAL 214 3 ' O.C. [_C� SCALE -_-_-_-=_- SCALE V ❑ SPORT FIELD DRAINAGE SYSTEM (AT STADIUM) M B -- 5 • w rT7N I 0 N r--" L X 13 N I 0 N NTS GENERAL PLANTING NOTES PLANT TABLET SCHEDULE 1. UNTANGLE MATTED ROOTS IT LOOSENING ALL ROOTS AT EOBE OF ROOT BALL WITH WATER O 3 ' 6 ' 6 ' 3 ' FROM NOSE. 00 NOT CRACK ROOT BALL. o 2. PLACE "GROW-►OYER" TARS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL PLANTING INFORMATION. m d PURPOSES. GAO-POWER PLANTING TABLET! FOR CONTAINAIi-GROW r PLANTS 3- LGCIATE. C-PO4t'1 GF MA"r f4dWv�,,�,,. 2. FOR TREE STAKING, SHRUB PLANTING, AND VINE TYING DETAILS, REFER TO w THE PLANTING DETAILS, SHEET 26. / GALLON CONTAINER nECE1VES................................. 2-3 TABLET! cr o ORIGINAL GRADE LANDSCAPE ARCHITECT/CITY SHALL APPROVE ALL PLANT MATERIALS AND THEIR p . 4 3 GALLON CONTAl11Efl RECEIVE!........... ........... 3-6 TABLET! 3' "' PLACEMENT PRIOR TO INSTALLATION. CONTACT LANDSCAPE ARCHITECT/CITY a 0 3 5 6 ! GALLON CONTAINER nECE1VEl................................. 6-$ TABLETS AT LEAST 48 HOURS PRIOR TO REVIEW. 6 2 CONTAINER ►CANT ROOT T GALLON CONTAINER nECEIVEl...................... 6-10 TABLETS 4. CONTRACTOR SHALL CHALK OUT INTENDED TREE LOCATION FOR ALL TREES 24" N TALL BOX AND LARGER, THEN CONTACT CITY FOR APPROVAL PRIOR TO DIGGING PLANT BACKFILL MIX 'PER 10 GALLON CONTAI"En RECEIVE$............................... PIT.m.12 TABLETS cn •p ELEVATION _^ SPECIFICATIONS C 5. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE � � C iS GALLON- CONTAINER RECEIVE!................... ... 12-15 TABLETS AND QUALITY. z 0 3 BERM TIGHTLY COMPACTED IN ••••••••••• Q o •„_, O Ii PLACE TO FORM WATERING BASIN LEGEND: 20'• 24" BOX RECEIVES............................................. 14-16 TABLETS 6. ALL SHRUBS SHALL EQUAL OR SURPASS "HINES" STANDARDS FOR SIZE AND H Q •_ ;; QUALITY. 0 V i . WALL. 30" BOX RECEIVES............ .. 16-18 TABLETS 2 . FINISH GRADE. 7. PRIOR TO PLANTING, CONTRACTOR SHALL FOLLOW WEED ERADICATION 0 3 . EYEBOLTS: SECURE VINE TO WALL WITH 5/8" DIA. EYEBOLTSa ., = !0" BOX RECEIVE!............................................. 1s-20 TABLETS PROCEDURES AS OUTLINED IN THE SPECIFICATIONS. APPLICATION OF ANY 0 IN LEAD SHIELDS INTO 1 /2- DRILL HOLES =' C 4 . 12 GA. GALV. MIRE: SECURE VINE TO MIRE WITH NURSERYMAN' S �� "� -•� CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL AND SHALL HAVE A ._ 1:` BQX RECEIVE!............................................. 20-22 TABLETS P.C.A. RECOMMENDATION TO DIRECT THE APPLICATION. W "BROW-POWER PLANT TABS PER 5 . EYEBOLTS FOR FUTURE USE. MANUFACTURER'S RECOMENOATIONS 49- BOX RECEIVES......... ,22-24 TABLETS 8. ALL TREES SHALL BE PLANTED A MINIMUM OF 3' FROM ALL PAVING UNLESS 6 . 8" x 6" CONCRETE VINE COLLARS IN TURF AREAS ONLY. INSIDE i •• •�• OTHERWISE NOTED. RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL PLANT PIT t0 RE (2) TIMES THE WIDTH OF TIME ROOT RAMI 1 12" 60" BOX RECEIVES............................................. 32-36 TABLETS MINIMUM. BELOW THE BOTTOM OF THE ROOT 9. TREES IN TURF AREAS SHALL BE PLANTED NO CLOSER THAN 3' TO EDGE OF o0 BALL TURF sins ••• FOn EACH //2" CALIPER USE:..................... 3-4 TABLETS F• .t VINE PLANTING DETAIL NATIVE SOIL 10. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 90 (D TYPICAL. 11. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR MANNER N VINE PLANTING A CONTAINER PLANTING ON SLOPE LB PLANT TABLET SCHEDULE C WITH A MINIMUM RADIUS OF 3' TYPICAL. g 12. SPECIFIED LANDSCAPE AREAS (EXCLUDING TURF) ARE TO BE MULCHED WITH A C 4" DEEP LAYER OF MULCH AT THE CONCLUSION OF PLANTING OPERATIONS, NOTE BASED ON THE GROUNDCOVER PLANTING PLANS, SHEETS 19, 20, AND 21. ry 1. Y;�E THEE PEOENtiIC1A.M h MI�IAIIiNG 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM NOSE. 00 NOT CRACK ROOT BALI. 13. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM � I. RKE •i�OW•RonER' TABS to KA1R Installation Of street trees per the following Criteria: ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE CONTAINEM PRIOR TO RANIT= NI 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION * SOURCE LOCATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC BBSERMATiA hnwxs. PURPOSES. All Street trees are to be placed in accordance with City Standard CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT 3. L_o,1I- 1 �WIo44 r-&Ii;'At µv�"A,� 601. GROWTH. SOIL TEST RESULTS SHALL BE SUBMITTED TO CITY FOR APPROVAL 0 AT yRAM PRIOR TO SOIL PLACEMENT. ` - Tar of STAUS • All street trees shall be staked and planted according to City C Z > � Standard 605A or 6058 as proximity to hardscape dictates. 14. SOIL PREPARATION AND BACKFILL RECOMMENDATIONS CONTAINED WITHIN THESE _ a *IN TRI/1cO L * PLANS AND/OR SPECIFICATIONS ARE FOR BID PURPOSES ONLY. FINAL SOIL Z > 1' hl ewA�A�..G �..Rr,tt-� Backfill mixture of all street trees shall be per the recommendations ANALYSIS RECOMMENDATIONS SHALL SUPERSEDE. W � w.%con %X%sw' of an agronomic soils report furnished to the City Inspector• •L 15. AFTER FINISH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, ° ;; I 1?• IIMIINYI U_ No C� No street tree shall be planted where the center of the trunk is CONTRACTOR SHALL HAVE A MINIMUM OF 4 SOIL SAMPLES TAKEN. LOCATIONS w ORIGINAL aRARE closer than three feet W ) to the face of Curb, unless otherwise OF SOIL SAMPLES TO BE DETERMINED BY THE CITY. THESE SAMPLES SHALL J '-- I AP01MCa THEE STARES noted. BE TESTED BY SOIL AND PLANT LAB (714/282-8777) FOR SOIL FERTILITY, *� (2) PER SPECIFICATIONS * AGRICULTURAL SUITABILITY, AND SOIL PREPARATION RECOMMENDATIONS. TWO V ❑ All street trees are subject to inspection and acceptance by the City SAMPLES SHALL BE TAKEN AT EACH LOCATION: 1. GROUND LEVEL TO 1' DEEP, 9" BERM TO FORM DEPRESSED Engineer.neer. 2. 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART W Q I ' OF SOIL AND BE LABELED PER LOCATION AND DEPTH. J W WATERING BASIN V Z CI NTA INER OW All 16. A COPY OF THE SOILS REPORT SHALL BE GIVEN TO THE CITY AND THE (1 Z BACKFILL NII KR SMIFICATIONS LANDSCAPE ARCHITECT PRIOR TO ANY WORK BEING DONE. THE CONTRACTOR N s' aElw T1WtLT CpNtiCTtO IN ' -- SHALL NOTIFY THE LANDSCAPE ARCHITECT/CITY OF ANY SOIL PROBLEMS THAT W 1y�• PUKEn PW wTERtNt BASIN MIGHT AFFECT PLANT GROWTH. O Q "GROW-POWER" KANT TABS PER MIANUFACTURER'S RECOPEIIOATIONS 17. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM V . O cr_ r; TO THE SOILS REPORT RECOMMENDATIONS. BID REVISIONS, AS A RESULT OF O s f BACKFILL MIX PER SPECIFICATIONS THE SOILS REPORT RECOMMENDATIONS, SHALL HAVE A WRITTEN CHANGE ORDER V cl::: �-"MOW-RaN#R• N'AANt TABS KRCONTAINER PLANT ROOT BALL ►CRAY PIT TO BE (2) TIMES THE FROM THE CITY PRIOR TO THE CONTRACTOR'S INSTALLING SOIL PREPARATION ,{� NIINurAtTUItR's REcoNtNlBr►Ttalls ��Ill II II III AND BACKFILL MIX. � ° Z RANT PIT TO BE (2) TINES THE WIDTH OF THE ROOT RAMI B 12" 1N1atH OF M Ngat Alt 1 lt" BELOW THE BOTTaI OF THE AWTli. ALL SLOPES THAT EXCEED 3: 1 SHALL RECEIVE JUTE NETTING; INSTALL PER O = BELOW THE BOTTOM V M ROOT SAIL MANUFACTURERS RECOINME Ll. Z to N � W NATIVE SOIL < sW RRTtR NII Z � V DOUBLE STAKED TREE ON SLOPE D CONTAINER PLANTING E STREET TREE PLANTING NOTES F ° LW AbT�= �T�•�(��II�-rte -rl�s _ cn Its ru^a^ TaF-EW6U-5 To PSE mueo-F, V �- � PClrt 11� b1ETh1L. .04-L f9b „ 5^PC-- To DE INtiPwTty »�, : P1�Ifl �-T1FIEt7 171cF4�. PP�OR- I. STARE WIND. SCALE: 111-401 TACE PEMENOICIILAA To P%tVAIL.%C Tb PUI&4• - E AOCPL^%N7r1eR. PART,,mmeA 0= 2. PLACE 1WOW_0OWt1* TNS IM vLANT Q C"TAI»EA •Alo. To PLANTING FOR ONE HALF THE REOUIRED SPACING �I1' R E V I S 1 O N S FOR CITY USE onLY sr OOSEwATIDN PUNPOUS. PER THE PLANTING LEGEND s DATE DESCRIPTION APPROVED INITIAL DATE N TOP OF STARESSTREET" a � (5!T G 1"Wc. OEL�I6PIPt7G� P�� w s ATER/SEWE W NA IN TMUK LL�� -OX44WAD Pr-"-VJ.% CAV"4'6, P$06. GRE) & DRAIN 0 z ' 121 CINCH TIES SPACED 24' APART FON CITY STREET TREES NC r P14VINSP TRAFFIC Z FRyAL CHECK 12• w►s true+ TO (M') LOOK POLES I►� t� R/W �. 2" DIA. LODGE POLE FINE STAKES O' LONG _'A �`, fr,� AS COAST. /MTM WOOD PKSFAYATIYE STAIN, WA95+4W � �T -�P '1'1' (',At� N ❑ STAKE A MINIMA OF 12' INTO UNDISTUAMED APPOOM TREE STAKES - SOIL ANO ALIGN STAKES OUTSIDE MOOT MLI. (2) PEA SPECIFICAti011i TAMos SIDEWALK. MOWSTRIP, ;�lX � ^� �•��• THESE PLANS WERE PREPARED BY: FOR PIMVATE USE W ' " r ARMOR CUM IN TURF AIM" Alb i40 BUILDING ETC. 1 f�y�'��AAoII• RJ INITIAL DATE V OMA. PVC PERFORATED PIP( - Fill WITH DRAWN O J 1/2' WASHED CMUSNEO AGGAEGATE LASE FULL i; ; I, �, .._ DESIGN GROUP, INC. LENiTN OF PIPE (LOCATE IA- MOM TRUNK) ®' rWL4ttc..3.k1rt LMINUAft M.06.CA CHECKED Q �'� �� T NAME YxUct.aNd.SUTEaat..IIMIM\7(Jfl.daw - . 1 1G DATE 9-�8 91 ot EQUAL ! . F1J1J "rD"T H P��•I�'T►�` LICENSE NIMMSER FILE W - J C� • t ----t T � CITY OF RANCHO CUCAMONGA DEEP NOT OR EQUAL CONT MOL PLANTLIt 22-r-1NIP WHERE MEQYtRD OR 'c COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION C> tw APPAOM EQUAL. i - • T Af M �,:.� W4 -P l '�Ou-POIIEM' PLAIIT TAtS PEM NOTE: _ lr 1 j , F Iv ��"T'r! W4 OK 1✓ i TTIMff� �R Lig WNWACTYKA'S MECOMENOATIONS11 -111 �v�Y .rte ,THE- t;;M PROJECT NAME _ Iv c� ' t � 1 V IACVIII NII PER SPECIFICATIONS 1. ALL SHRUBS/GROUNb RANCHO CUCAMONGA SPORTS COMPLEX COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS � Y SHEET TITLE � OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 1 NATIK .TOIL M PLANTING DETAILS AND NOTES Cl- TWICE ROOT MALL OIAI<TE �PLANTIIT TO It (2) TI!tS THEl) �L� �. �r�'C�-�^ To �F � • PIAtT OF THE MOOT BALI / 12' 48• CJI^MP.1'E�',R M I PL f Op�- T}s�t4R-T' A D A E D N • I IEIOII THE BOTTOM OF TIME MOOT l � BKl f�I d � Q TfzIMME� 116" DIA• MIIY - Fi'401z DATC R E NAGER DATE CITY ENGINEER F _J PLAN Vli r* U rl n� pre qa G p A VED DATE OFFIGAL f SHEET L2 of j NS H DOUBLE STAKED TREE G SHRUB & GROUNDCOVER SPACING H PALM TREE PLANTING I AD DRAWING NO�- _-OF:, -- DATE G Y PLANTER JOB W. W70 SHEET F L26- ATI! 11/20/90 t r F7TN Cn I 0 N et u X v v- N 0 N W10I ��x� G � SIN� 1 Ico�0'O IG I 011-11% qqt , ' 0 -V4 sm mo w' 0 � �T (F T_ �o + + � v 1116,+ brv, '� C41Mul-Tb RWr OK40W-1- I I --- �'� AXI GD�G '� N a + W) pMW Ih' t49414G1•66Ws►rH FlATE. i __ c �,T IN �E C-444 fk - F�VWNb 400 � o�c4Ic I I - '_ � � 2 rz 11 a"x I dp+CoNG� .0 w�•.���►�Ir�,- ��sTIG �q•"1I .1- � I��, `3-*3 T1�5 NON5� a O� O- � I � � I � 7�f Ff G, rra rr �Jf wl NV 1�7�� _ i N/FTFf�P1�'F1 Nil P�' Z 1�+L. r+Ir CI C.A?1 UM S. COM' POW N� MW IM-41T I C" 0�+�•3. Orr ��G 1b. DO I 00 +� - ; i :;' ►° lil -� O i : � E � 00 IS -If-- 0000000 2"Gt-Ic I tz• @�2. aG. KC• I ' 3T �LI' 54 00 I I carr- MIN' UR`'' GoN l.G2il'S.I^141.1� f ► - 1' " IY LON& A.L3. Ib ca►,k q� I E t�ET1'�I l� G S}t 7 afA-R - .+- - °} �'**S I I I �}i �� 1 - �45� M � T�'� CJN�C'i. (�. ►D � me g . 1' 2' , T I + "x1"X 8'✓TL 'r'w j ' _. I-V�u MIN P� � 'v . S � �I•' , �D _ +�+�I I�+,'�--�- i I /� x 12' x" ( ►`'; -,, c� c Nvlt� �!' J _ i Z Ttrs T• o �q t I I ,.GUN444r- Hv Tlks T- G�1.- >iN�l H11�>lzs rt �� k- w/�'�• 71h' r--- �� � 3 0 6tMnIM6i PU►Nb, S:HWT� 7, 849 0� IG I Ay � - Q •~ •� 1 IZ�G.G. _ _ _ -- u A N CO�•IN�t.'T1 oN3 TO % ' ,. r I 11 - D'GI MVV. a 1 - �- C 1?Z-* 4 �- � � -TW -i NOTU6 -i tiow. kP T- 01 c " � I I ''+' G° �M O•G. I I �' ` dtM �W61 J I o L•,� v w cc> — ;1cA:-. F �GcW. _ �R ( c" 4 mAH'J� 'SHMT-5 P11 d 9 0� Ia FOFL- a _ e v D '�- �T III l.�_ ay Gc�pr.ts TO 41 66 '1 t N •- 1o,2 c�k I'lav ��- P4C-A IEfIs _ � -rl� :U�i - -i Cy..: ��; ; lam. o SOL�1040m_ Fee- civ+*46- r`iA+�• - 4K 7,34-1 ® `- �T ,�. . h,� 1 # pti412 I GO .X . 5FE mm-G, �1'DP 1 5EE t7E17rL iib •`S SRT I Gr1 h �r� hNLL- i%Witl C:TN�G- 1- " �•::�V� N fU� p rwW "i r'MI�p. O foR 1•NlL ANp GqP 6 *� -0 iz -p I ,,• w r�� �� x !�^f T 4 p.►��K h 0-C, 9�jb C 'a Jlb i�p� O N "11o'N T'J 'vT.A"1 G1�/i1�1 6fG7E?'I• G�T111L- �► D FEZ Z� C 1"��`I UAL_ STIWr-I'.�w ►.- 31-0 N .�. A#40 CAP � j cook-A.A�i, 'C h•�. �C I' ' I �. hal 'l I 2 SCALESCALE SCALE SCALE v' RETAINING WALL AT DUGOUT RETAINING WALL REBAR SCHEDULE RETAINING WALL W / CHAINLINK FENCE RETAINING WALL BASE SECTION NTS A (OUTFIELD) NTS B (OUTFIELD) NTS C OUTFIELD NTS D =3 fivcSmm_ a k X11 ;. &W16; 4: '0R047W W c v - —I�-Lrp =� � rlI carr' h-• �T lµ'�� .�c�1�-.� �'�.t- � P�T>�- RN+" --G°�iL {T. E a L- N�� h. c1.r� I� H �I �L 1. MASONRY SFWl BE CONCRETE BLOCK CONFORMING WITH ASTM C90, WAS, ;4 440 lZ X'T "I� �-�f w- ✓ 1. !! - + -�?�F�o.c. X1'1' LY ALL WORK SMALL CONFORM TO TFC REQU�tEMENTs OF Tom. DORM GRADE N-1 NORMAL WEIGHT. F'nm1500 IS. < c 0 X BUILDING CODE, 1988 EDITION AND CITY OF RANCHO CLICAMONGA Z > ' � w,,, ,+ Y> 4- + ,i�z.. �; 2. SPECIAL INSPECTION IS NOT REQUIRED. M' I �1 I 2 f ` - 11 II li 2. VERIFY ALL WENSMBUMS ARTA THIE WORK. - I I T':^ . 3. MIORTER SHALL BE TYPE PER TABLE NO. 24A OF THE BUILDING CODE. W �0xe�wl c roc_ f� c.4c w I CeME#Jr p 4 T — �I�4' 140� I�.p r Fk�.. 3• DESIGN IS BASED ON SECTION 2309 of THE UNIFORM BU�.DNrG CODE. � ? b" FV*A-# OOTH sl�T V w%lrr+A C44 I,,y�-I- o�c. `'`: �.k�INTS FLu�+ DE M 4. GROUT SHALL HAVE AN ULTIMATE STRENGTH OF 2000 PSI IN 28 DAYS, -� m I — cffslTlr F14 r�•r. - ,- AND SHALL CONFORM WITH SECTION 2403r OF THE BUILDING CODE. 13 I ��i = ',�I - II,►1-=ilcl ca�r«�� s,� _ �' =a�lu�Tlt� 5. GROUT ALL CELLS SOLID BELOW GRADE. cn _ . ! SQ J Q W - _ eP�ur sa.In 5w W-P4" ��. PgAo"E NOT" 1. FOOTINGS SHALL D f M 12. BELOW LDWW AO�IACf.NT SURFACE. i. OMIT HEAD JOINTS IN BOTTOM COURSE OF BLOCK AT 48' O.C. do � V Il.ro or- . . --- I ' '• . • �' 11NS IIEsr. PROVIDE 1 CU. FT. PORUS GRAWEL PER LINEAR FOOT BEHIND LOWER z � ► f _ ; ; a ` - 4 r+. 2. DESIGN SOIL PRESSURES ARE 2000 LBS. PER SQ. FT. O En O W + �„«�. ?�� _ - - a�� .vM�•�,-_T�t; FOOTINGS SHAM BEAR IN UNDISTURBED NATURAL SOIL. o ` CONTROL JOINTS SWILL BE ±50'-O MIAXIMUMi SPACING AND AT � _ I ; , ! :` a. 3. SEE SOTS IMPORT BY KLEINFELDER, INC. U V O _•� . _ MAJOR CIHAN(�E IN HEIGHT OF MIALL FOR SCREEN MIALLS. FOLINOATiON 3E.e I�ET-►+NI Ny W4Li ""Woe*_ �T c (REPORT DATED 10-29=90� NEED NOT 8E INTERRUPTED AT THAT POINT. cn V w KAA-L IaTeLs 1*1� �r f� Ii-6 I �� I. CONTROL JOINT MATERIAL. BURKE ASPHALT IMPREGNATED CONTROL ~ ~ WrE' SEJ: Sn_"c V_Tl - U�GUi.4TIUhI �• twc.. —..,� '-b' Pi.Mrs s�+�*, 7,S�� �e I& � JOINT MIATEJdAL, 1/2'' x d' w10E AND MISTALL FULL HEIGHT OF oC z icor F � C1�"lI'LFX PACT- 'ACT �-I' . WALL- • ��: hl/�-i.- t7RlyN Ce7N1�E •i,cN ?� �1V n� FaR ell -i-lou `x�c�'`A•T Ic"� t. CONCRETE SMALL BE NORMAL. WMR` PORTLAND CEMENT CONOWTE Wn '. CONTINUOUS KEY OF WIDTH EQUAL TO HALF BLOCK THICKNESS TIMES Z CL � 4PaR`T's coM c r/y[T2' (mml^L) Nom 14FL4Le PR"` 's A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. Ut-"W WQW_t:�) 1 1/20 INTO CONCRETE SWAIN BE PROVIDED. ALTERNATE TO ABOVE W FOL SIV L44F47--rH"w 0"TF_ C40WE-• s� 111 St°'lSC,lFK.�T10IUc�. � EGIaL I N Ta�J KEY. CONCRETE BLOCK SMALL BE EMBEDDED 1 1/7' INTO WET °C z SCALE IS �'r I�QI-1IIPPCONCRETE. O z PERIMETER WALL DETAIL SCALE EALL SPECIFICAMON RETAINING WALL AT DUGOUT F �' 40 FOR A°SWAIERRAANDMA-6i5 GRAADE FOR 14 & i�GER. NTS NTS � } • ~ cn 3. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318. V w 4. CLEAR SPACING BETWEEN REINFORCING BARS SHALL BE A MW" OF F— RETAINING WALL DRAINAGE NOTES '-1/2 BAR DIAMETERS. '-'/r, OR '-1/3 TITLES THE wxMw AGGREGATE SIZE WHICH EVER IS GREATER. Masonry walls retaining greater than 2 vertical feet of soil shall be in- 5. REINFORCING COVER: PART-A N R E V I S I O N S FOR CITY USE ONLY or W stalled with backdrains as follows: CONCRETE PLACED AGAINST SOIL• �' W 2-foot wide zone of Caltrans Class 2 permeable material FORMED SURFACES IN CONTACT WITH SOLI., OR EXPOSED: 2'• DATE DESCRIPTION PPilOVEO m�TiAL DATE o Z located immediately behind the wall and extending to STREET Z within 1, foot of the ground surface. A 4" diameter Sch 40 MASONRY SURFACES: ATER/SEWS Q PVC perforated pipe shall be installed at the base of GIRD a DRAIN the backdrain. Wrap the permeable material in Trevira 6. SPLICES 36 DI111KTERS BUT NOT LESS THAN 2' GOIVCREIE: 40 � c�ac ❑ Spunbound 01115 filter cloth or approved equal. DIM�IETERS BUT NOT LESS THAN 2'-TIN MASONRY. SPLICES ARE NOT PERMITTED UNLESS DETAILED EXCEPT BARS MARKED CONTINUOUS R/w As cast. Special note for retaining and combination retaining/freestanding walls MAY BE SPLICED IN COWENW LENGTHS. Z (n W with two feet or less retaining: THESE PLANS WERE PREPMAED BY: FOR MOM USE J tic Q Backfill behind the wall shall consist of granular ,s' RJM "TIAIL DATE V) • DESIGN GROUP, INC. DRAWN ` free draining material meeting the following gradation; PLANNI%(:A_%D LANDSCAPE ARCHITECTURE n: A« GE O L .►gLLS.SILM3KM� VK70.C..•7NI W - - N Sieve Size Fervent Passing NAME DATE LKusE NUMBER FILE O O CITY OF RANCHO CUCAMONGA 3/4 inch 90 - 100 11C NO. 4 80 - 100 COMMUNITY SERVICES DEPARTMENT PARKS DIVISION • NO. 100 0 - 10 PRD,ECT NAME RANCHO CUCAMONGA SPORTS COMPLEX v a SHEET TITLE • STRUCTURAL DETAILS AND NOTES W y PQ . � J DA Y s DATE CITY Et+o�t i DATE SHEET L:7 as 3_ _ .JOD NO. w7ft r "r 0111rwNE IIOr�- Y KAMP" SHEET OF �. 2 3 L27- s � � / DATA =0/00 i' N r— C� I 0 N P1 L X w O N I UO N MEMORANDUM* 16G4ia,i MEMORANDUM T "HONE LATE M*-� %//L ;"! i' j 2/ % -. TELEPHONE DATE: /r{ ZB� ❑ OUR OFFICE PROJECT W0006 C �/ /tel (QM �C1f v Z' 0 CLP OFFICE PROJECT: �/GIi�IOh /�j �.oq�// � ON-SITE PROJECT NO. '5 04' ❑ ON-SITE FOKMCT Ill 5/(G 0(i ❑ OTHER PRESENT T�� , GX,G' ,• I'; ❑ OTHER PRitwT:ti' a17:�h ►ICN, �Nfit�� µ' �'✓ O olsc,UwoN &b Mc,�, ►y kiwi (' Y a // f ✓icy rrr+r tlrc, 4f � ► Y // � To: George r.: 714 S!2 042! /f ���0/ / (/ POW: Per Christianson, interlocking l.rSystems Ph. (710) 455-34192 /l�/u��� wo•� ih�lUin '01/4- <401'p -s prvj off r1 ` m cke,�3ess) ih //a io✓f S�ZB-y2 �►v�— ++o. o L A1L ❑ � IZQ✓eS% fUbAW / o¢ —i it r ,II LL a; ?-2 -------_ter. l• (/j/��7�r/ 1j2 '` �11 c i o Ij 2. U C 06 ey?q A4 Z,w ' � I Illlll� 2 �� Nli:111 1:,: l= o /[ ,� I PIT�I ,,,J'.• RF4 La°L ��LYAL •Y nt � aFy.�tl A 5a F°Gal. O � O red) W4��S I _ I 1.1.:.. • . . .F�PGa r---------F r•. .a daF. pW .:°°rK,la`t A a4 FaF F µ•�f°.°Yarf�.?'kr°�e G►�M°'/f/`�.//� AlAgt, V) y — . f'WNr of �d/�w/Nb fr�rC . ,(/���� /yam -"� + � -� c�.•(TTTTI + ' I .� is .. ... i"s n •p a"a• as p'/��Y�;�saYaa''a'`c"n aaacc"c �,� .. - �I VL/` {./7 V� //1 T/G/T/r R� S4� I/_y,/� /•�I /7L� t I - �% / \`v `• Lot `°x Fb r1Y F c 1c�<ac w xc y °• P Q # P / - 111 I I II +1 1 •• a3 3 A Y ➢(F L f Pp FF YF C. ./ p� . !Q(..� Q�I.�• , ! !•..I I .__.. / i''_ �� i���•�• `r' aye y y,°,�a a`Ff qY G"°'� inn F+iy'3° j F an�rll & .7/+MA/ r*ft irIwr 7{'• (CA /1//FIGO) F••. - � + MSM►. � � � '� � 4 - - - � � C� I- • / SSC ll10 -rol'T. W ckc +�' \ ai 1� �:Y„ V I I ' t = _ _ __ _ _ L-Z/3 T S (, I I' I �� • - f r• � � t � w }� � � �, T '' /' �� I 1 ��r/ �V�'I O C..QI'!�j/1(�(/f ���0 � /Y��I ��/�^ � //-�Yd1'� � �` 1 ' �I./ l o pSTMJT101F �' Q✓��f OISTROlTN�t ,h OWNER �i./P(i,, T/� i ; - � } p� II ., rr- t Tv Tm-v TfM ITTTIf I OWNER Tj,.7.�i a 6',fi yt CONTRACTORrI„Pi�J� -- # ' al Q = _ ��- , I CONTRACTOR B7[J ICAO• CONSULTANT (/i�/C ` �� A A•'; -_ 1_ f I CO�MIL?ANT Q/1l� �IpwO v �. _ I _. -T- - IF THE ABOVE DOES NOT PROVIDE �,-Tnr,�r IF THE ABOVE DOES NOT PROVIDE 2 � YOU WITH A CLEAR UNDERSTANDING BY �/ / __ T;��� - __�.• .w.�.-_—: rs _: � _ / ... YOU WITH A CLEAR UNOEUNDERSTANDINGOF THE ISSUE, KMIDLY NOTIFY US AT OF THE HMA, KBbLY NOTIFY US AT Q ONCE - - - -'- A1M10w - �.— .—.— ...- ROU TE ONCE. C I A CONCOURSE PAVING KTS. B COURSE PAVING KT.S. C CONCOURSE PAVING KT.S. D CONCOURSE PAVING KT.S. E STADIUM WAY PAVER LAYOUT KT.S. MISS 0 E MEMORANDUM MEMORANDUM DAT 3 3/ $<H•.:'i ❑ iEl[^'ONE �T O ul ❑ TELEPHOPE E' '/ DATE: 3• Z ❑ OUR OFFICE PROACT: i�^.BI/•nGtx OUR OFFICE PROJECT. S Q C��I �S e ❑ ON-SITE ►RDJECT NO.. 5/60-NO — ^ '1 �+^-^► 1),l 9 ON-NTE PROJECT NQ S/�'Af//,y �j��.� ��/��` 1 ❑ OTHER I1EN1EhIT: ri// l�l/�j Fp o r\ I 1F->J1 CA42PLY ��10TO PLAZA O a ❑ OTHER PRESENT /� .� 1 Y �, � o � ' -� `1 � p /� Q � z ' U REGARDING: */I#A ari -�,�j�i, �'� �"�i/� /G�/�i/1T6.►,' 51 10V-4, J- CDQDX p1�11, 6a AEaAAo.+ck A � , F-�G' .'+-'� ce "Tv\$ W O/ In�r/KFC/� �y' ►�lv�j .� �• /O, / � 1.� /�I?�b� lC/I!'! N//�Alr�A�• �Q�1li. �✓/�/ /��K�ie�� � .J Gr,+; �`� 7�C ' 4` -114#,,'4-4/ISI. G+�if P/�L'o1�"9ro 3, 2. COP' 1,r �U y Vim: Spar,✓ qt �-`/AH < M O � �, �� ALT: V lwrd . ea7G. w 6" �s� �'. % ,� ; Q Tri'/ i� �YeY- l�C ', �.j` ti BID X ��. SK1�jgy ,I�- j /�fiMl/r t� Kid d Nb rwl�- �W G /i�. O ,�,*07 Stri/ia•, a►f" '� t`y ` a- Z C� h> > > 9 / - 61 iL �.�►, b _ I ' 0@ 2 LLJ cry IV / 0 L -5A Pl*vfjl/1�li,�i� • \ ,7►O 5 0 Z �lr, foss /pyo ' Q~ ' y k IA"I sl�roa V) 56 �' Z DISTRBUTIOM � v , DISTRrUT101t O � W OWNER �j a 6 / OWNER Torry T•�.�/h1r a *. `,,�• a W CONTRACTOR // Xh ` CONTRACTOR E�`�t/°1R./M/M */ 0/*, uMI�/4��4 � w/ rh 64 Z ` Cq l T �// Nei Axvt L•SA /AW/• �/ 15 U y�'� z r 1111g 0 z CONSULTANT �// z r� o ® DrI��1 •^'-' Z � /�.-, f1�aM�.I Fr L � /�+., l�d�/yM,lbi� j,,.Ir � W ❑ �7 Z IF THE ABOVE DOES NOT PROVIDE / E THE ABOVE DOES NOT PROVIDE y >_ . UNDERSTANDING WITH A CLEAR UNOERSTANOG W YOU WITH A CLEAR UNDERSTAND" OF THE ISSUE. KINDLY NOTIFY US AT A OF THE ItNIUE, KINDLY NOTIFY US AT A ONCE. ONCE r ' V U W F EAST PICNIC AREA PAVING KT.� G EAST PICNINC AREA PAVING KT.S H WEST PICNIC AREA PAVING KT.S. i WEST PICNIC AREA PAVING KT.S. 4 Q 6EQ,IJ A 2Ds BR:6S�; �pj:!'ST, ne F-Auclo CUce Mo►.tgA W WP0011 Go P�,P�I�, Z IMrAll u �rc�axt,'L� .ORA Lrwl E I ( l►►.to s �J/ 4'. 13 4. V W rn� co '-APS OU cmq \ J DESCRIPTION OF RUMON DATE S Q OIC' RAMA"DO CUCAMONGAM �_ W ( n10 RANCHO CUCAMONGA ADULT SPORTS PARK (n — �� �s ScI ,4O FIELD ISSUED CLARIFICATION DETAILS - _ II U ckf_ APPRM IT: DST! p N Cn'T a(Gahm RC.S. No. Q O t L�1 RJA - 111 LJA �M DC TAj Iia.. LI til Dfl� W � MJ� �J� a a1fK Fc�JG E �K: bsR►�� B�Is � INC.I DESIGN GROUP, INC C 7 RSA > a,. PLAN. AIS iai..CAM ANIC.9111C,U.t L28 31 JOB W. W783 KT.S. _ KT.S. cs� CITY J RETAINING WALL DRAINAGE K RETAMNG WALL W/ CHAIN-LINK FENCE L28 SHEET—OF —. DATe MOM— i N I 0 N r"" tet V_ f� L X v 0 N f__ I 0 LCA N MEMORANDUM MEMORANDUM RC CA77 S7W-s Joe ❑ TELEPHONE DATE 1�, 7� Z/�7'Z i Q1 TELEPH01dE DATE: 3 29-75 /'�,� Tam PACtfIC M� fit• COw IMI T �(I ✓ /❑- OUR OFFICE PROJECT:16" v ~�I f 10k 06 -4 &7`0 1M0 Soot ero �1••r COMTIIACI R &C/�/`(,��f� N�!!1r y ~� ❑ OUR OFFICE PRC&C /1���10 CU /rto ny4 �° s/G AN�i IIY«:«006, .w MMI •TREE "W-L MM&L N'.11�IT 4 ILC' OATS g " s/w�I�sos N �,O�t ,( ON-SITE PROJECT NO.. Glftov � K. ❑ ON-SITE PRO.ECT N0. 5/(O'0(/ ❑ /�,/ OTHER PRESENT: � �1i�`l EB �' •: » II OTHER PRESENT. ❑ o / j �// a OsM : 311 SM REGARDS 4,P4✓ 4// Af �icwc- arew mt/ � r`S�1 y4 lloJ-Lti p,+A�na ,►RoUJo r0 � � !T. "� r�!/e� �/� G�1f'�iz�,f�ap�. -T!(' 7 (, ch - �ossF. CO- FOAIl w1 114 Desr•rl p,,,•rueetlN�N1E c N 1nwt /a'14-� is► 71 e kiwi dof��l /f �i ��d�►- ����i� o�•rIT yZ —_ o �- �'' l / 9 / / / �iM..1.:1�..,.o.s�l.l.M»b ao..»q� � cr Q frlG Ke/ZI �*,g no io�rf�o� �e>r c�✓uiha fi. Dick Q�v �7l� we//y "lin/I�� �o ��,-vvi�J S7 (� api►. ►r.�e 11�. :N-MAID q l y .r.�� /11a. i-ia�t �IrI,' + �,p (r --Q2 rrelllwet:w+1+w.�n r►f Vii cief� �vf a mr,) �T 1%,f, Allow will oh a �iKG n l" < 511 / u% �cll�� c01c�.-cif �o'r LL , . I_ a w r »fit: IMaA til Nd NII.I+.tNtr - � guX�i �iJri• rl�' "6 � `� k/ /}'t" ' hslw�l F/L-10 tt+ows a rnowstrfp et tM chetnitnk fence pottS With two r'! / n- an 8d� ►�- f e 4 �y o G��X „�/ 1,f�3/ EAxr Cg47TI C` WILL COnt1nY0Yf�4 rslntp"G1ng pelt•Ond it 1s noted to IfltUll t%ptfMlOn dmrG• PrIxg. y �7 oleeloo • • a �• ¢• ,�i� �i i �Oh7 4 i4IC � 3 PffCCS ARE joints tt tech poet. Dots the reinforcing stool run continuous d at/2 O.C. .+ ellowrl,or 0011 It broke et each txpenoion joint? Plteie WViSIL I �—/ W •-• O e � ti rllftAL CAST / / 2. �. 5 EC �_ 3 �.- j�e�ill � •v o U w L f_ hltG. �C r IA c7x64- CA Sr - — _ . r / s� oar) -ir/IV l�'L° /Z" - o 6Ci�� IY01�% "� f K// ih il/IiG urN:/{ Eli W�/ i �• \ U "� 6G !/ / Cu1 1 Ato.tscT. rra rM«Iw w ni..w+ sir►iu s> uj pOaGsa ap 1� lHd s •— E /� H N le-- �/- " ."",f ci ff I ".." z c) :.�. u ?. E r /a a in aceta ovi wi Jkt'rE.. • M : • < ...•� r"y4, ANG /G/ / i/1 Ki/ /N/�J/A4q A dp �•�` DIE ARTX$ROS_CO►.!$TRUCTIOL! O ICA,I.1�c►�o.SPCQT-�pL•G,c, O DISTRIBUTION* G DISTRBUTION O Yd y$ OWNER //M; a OWNER REF. GE C.T F/L►•1 O � r T E��✓4✓--+amu frG d _4 e z._- - - Sk I•� Q CONTRACTOR S&�� Q� 0 j (D CONTRACTOR / �•� /y". f/++/ I9 I I] CONSULTANT B r� ,�CONSULTANT .��� Z `` ❑ G7 D V ,r 0-4 3 I THE ABOVE DOES NOT PROVIDE � IF THE ABOVE GOES NOT PROVIDE r� YOU WITH A CLEAR UNDERSTANDING BY W YOU WITH A CLEAR UNDERSTANDING B,, w OF THE ISSUE, KINDLY NOTIFY US AT A OF THE ISSUE, KINDLY NOTIFY US AT A ONCE. ONCE. a v N"T.S. ER AT PCAC AREA TREE WELL GRATES N•T.S. C TREE WELL PALL AT GROUP f'ICIVC AREA KT.S. D REINFORCING STEEL AT MO WSTRIP N.T.S. —� A TREE WELL DRAINAGE B � v fjvll kij k/4/l. � 2O/ Zi �" I i /p/ /O/ N I II 1 I I Sfal�/u►� AliNGG, < 0 4 -0j1 3 fps 8 laa 4 -o '� -O IS z p C� f o a RNT / LO 00 . .a f/s fay. /b.�T• O 00 _1 __­----------------- < �oK 5 •tom 1�5.5�B5 >55 ' 1 I. 'h` �A,�`"A, Ax 1(^�`.�♦n 11 `"�.MM II"'R ". � 1h, ,y''•, l�'it ��;� � ( ) ❑ r•�_ F� 17, (,!5.0-7 SS ?. X . "ti Ft7VPK LAFT ,A;��r "r"RAM • i -- - i W LATCH "�r" r Y ^. �•. •• I • . • V W i li_1lLl � I �!�.S�]�� _ � "A A" R , ,�,�A;.^.'r'7."1.^.•.``�"',/ S� , �, (r`Y�i • • J Z O Fes_ a +d i.y -�'�; • • d. �� -- . .. .;�.A.,�., . �, O En LAJ �� T� I�+ r, ■ter AA ♦� k �,q .1 A xti ..,'„R O44 C1 .'rtec� P-OW 5 A► RZ krA wrn4 'f3-1t' r " ., �fi', •� • ".,, A:` , a • �} T J)J A 1% 5L.� cN SCW RS Af- s�hA' iA1�1STAJ42,S, AT "A IJ A i% sLcM � �J S�Ti .. H • •` .�. ♦ "7� • o s'o.G. 4 t S�v /b/O.G.� [ "l<•//-f*/Zj �_ • �#� C�.�tAN?'5 Ak n F06ce 1S Ft�2 T)N61 rRuss Roos - 3ie'D/A. l av , • -� y ,v�� z -- L - { sc;ac600rr�. W (ADJUSTABLE) LATCH FOR PL UNDER ROD #< ,I �7�" �' �/ V 51- 1J� L�L.1G1t��• =Flt�lisl-� SURA ;� � —r /N cowcmerE _ � �¢ ��p I, FAIR/C - t MESH, NO.9 GA. "LV. "+ O Z F5- r'WI�A 5UW�V ��- L ATTACH rO FRAME I /3'O.G = rraa r or T1VG Sv�v�� A►i wa r sC/' S�Goic��w� O � � ROW SEA •� l Ts_.Top cp g►�P STARS �,= FIN nvA C ¢16-92 cn < LaJ OL LAJ Z N.T.S. WING GATE RT.S. G SI P AL PLANTNG AT WATER SERVICE & SCOREBOARD N.T.S. " E SECTIONS THROUGH CONCRETE STAIRS & ROW SEATING F DOUBLES o Z } W -- 18 - MEMORANDUM'*) ~ �' �► � r:uDATE: I�III . v X)Mj ❑ "R L� ►b�� i�z U 1O T14I5 FAINT, s5 Pr, �t L- , , ❑ OUR OFFICE PROJECT: /�/lo aGlll�q �'-/' �X , 3pI I �I !CI ' __ _ -- - - -- -- --- _--_. -- ❑ 004-SITE PROJECT NO.: SIG"O6 J� /yy� It — - - ---- -- ❑ OTHER REGAPN)M- �// (�� ��'►R Vhlm Ali*;r • - - ;-sty-un t�_ - 1dltTt:_ - �'' U 101AIf of S-L4 DOCUS*Ok a _tet �.�• _ ,�-d' � � a&4'-�IGG mA _'Who, 055 w i I SEE DETAL P SHM 1 I FOR DUGOUT FENCE LAYOUT. �f �� S""-"/' /'a1f � r � J Z 4lhy 2 d - S�o�. f*/A� {1.IVlfINb /1R1A I 1 SEE DETAIL IE SHEET 10 FOR BACKSTOP G i i ] -------J FENCE LAYOUT. -� _ 3=FoIrINPI. -- tiLltoLn- f>.4;4l WIA A tri o o�j f i�►s /kd �%l � O�47 W SOFTBALL FIELD �� cr. DL�SCRi MON OF REVISION DATE Nt�m V Q oc a I //h '� 7 /S ,�' 41/� CITY OF RANCHO CUCAMONGA 4( W I I I T ZAL-I ST tAIE I I l LINe- p Z 9& /F RANCHO CUCA1[ONGiA ADULT SPORTS PARK O • �.-� � a FIELD ISSUED CLARIFICATION DETAILS or AT It-III WX IT *I�ouL loNr M K' ^ Qf F *Yk rex GCD11L. I, s►1��1• °� OWNER Gr GI�-Cr a DATE U. CONTRACTORG Vr� RAG' [1� r JRY.BV a i Q d TANT ?�// X l/'�,/QK` `•• CITY BNGD(m M.B. No. Q Olt1- til-SRI F IC.f�Zlo� PI.J�t1� , � � 11� >:soormro� � J F54_/E Dl)6�(JT• l.�Y _ _ F41400 �i � ACT'S Wlif •f RSM 17%m Gem, 4-IG-YL / I � / �F� F /'� IF THE ABOVE DOES NOPROVIDE G✓�'�i �.I RN W ��I ��•/L LAYOV + `./L� M ♦II I l.i/ STI YOU WITH A CLEAR UNDERSTANDING BY RJM JI01 } ' MIA" t*Ur 4.1(p•�,.- OF THE ISSUE. KINDLY NOTIFY US AT A �� O V F� k*_GIK-Nmm m smr-rc wor-lex ItJM Vlr pf1N+ ONCE. DESIGN GROUP, INC. JOB W. Wm lLA,.OiG Aro I.►ilerc�ve ARCUrIVICTMR L29 � 3 A W YUTA�.�.t�r11A1�4�I A•�r N.T.S. HAN RAL AT COMBINATION FELD STARS N.T.S. `� CITY MAW= » H DUGOUT & FENCE LAYOUT CLARIFICATION I L29— SHEET-26—CLOF 273 DATIC %20/90 .� i � N r— I 0 N r—, L X v 00 O N tet' I 0 �n N u � O m CL t � ./ •• N J '7 C3�� cn �- Z o r s a Na.' - o ILJ 9 - ' O o a� v N A SECTION THROUGH BLEACHER STEPS N.T.S. W � v C v E le v J a•S amen or- Srep ' �1-�f✓ GSI? SPOW�'1 APPL\{ F-CIP- SagA Sly op -(1-1 z �� T.S• - T� D >DUBIg pow C H P. AlJL c- pAi3r-- IV A>,,- rn OI,� Tb Bt; S►MOMA Awn O r� - � �M�Nuly� p11N G 15 i�J U�' S4�W �. GM.L_FoouBe, F;"orrg- B "`o. Z > w 1.FoR.►1b T Bim. IZG► b.�s o OR ro . 1 Y OC U-) co - - - - _ LA- r11- O 610 _ 5 oK� Qf N. i I � �. leS'� J rte, w cl� 00 X s -may` 2I CIE- _ I f�. ..L� V) lot LA-i Gl x x- NN - — — � — ,,�, ) U � `)� O v/ 1 CL O Z y �- I 9� ACL�E 2r_FJ E f.D- BL E AG�.- �. 5 EP•TI IJ 6a .Ti►R.�s�ecs. c>,�,rs r.-_ _ z Qf 1� �lISLJ� 14161"4 ?Of ,TD A�,3D-To P OF eLfM02 lON� - R�►IJc►�o sPccr_- ���,� :-+-t>: cn � w GD1'1 5'1592. —5,"e-94, F1V- .D: 5Z .An� Z . . � — O Z w H N V U B SOCCER FIELD SEATING PAD SPOT ELEVATIONS N.T.S. C SOCCER FIELD BLEACHER SEATING RT-s- D eASEeALL FE3 D NO. 5 SEATING/RAISED PLANTER SECTION N.T.S. V Q N ' r � W w J Z O W DESCRIPTION OF REVISION DATEAppso , V Q aff OF RANCHO CUCAMONGA � _W RANCHO CUCAMONGA ADULT SPORTS PARK V N CD FIELD ISSUED CLARIFICATION DETAILS cn • � V 0 � APPBOVBD BY: DATE U. N Q C'tTY INGINS<R R.C.B. No. RW R'Jpoo1�10� F J_ W RJM Rim DESIGN GROUP, INC. L30 w 31 JOD W W793 /��� A W WRK��I��M•►�1.1•M 7�. CITY L30— SHEET 261 OF DATr. rnoao 46 1 14 -- --17 — - - , I �s zI MATCH LINE - , - �- S 1G 2I ra t7 'A' MATCH L INE 'A' (OROSrM HAIV� — --fir-- -- — — -- — ---- =or =MEW=-- -MATCH - 18 LINE � � � }° � � / �(\!^`J� �/ r 1 V t 'A' TO 83 83 nn + F --- - --- I5 82 G1 _ �-------- ---_-�. FAN PART OF MW 15 GI g2 'ma OF -- 15 � 13 2z PASS TNRU IMlNQ01N ,µ° .. Q°� Rik `� f' _ ' � .• -- 50 ou 0 to -let.Sir # TOjJtR 49 2 ' �� -- g� t 8�G 54 2 5 -� dN 4 C — I pRAY1 g � ; 49 50 ' 87 - • ': pmwu O- -,� 88 FLY FAH S� I, KACK _ ; — ARCNITECNRAL P W - Cm - - - - , 1 1 — 'OLT WPM FIRS FUU. STATION D'muf -- - - 9 �g� 2 MWTE FIRE Pix1, sT�ITiON PART OF- f W K. FIRE - :4 �� a �x' .x 20 Z9 OF rMM fFC=ON SY5TF�1 I - 69 60 °i I 2 °I i 42 89 - _ LNTEODN SYSUW --- a 05 27 -- 7 SYRUP 7 SYRUP - _ - - - _ 13 CINNEJC MATCH LINE NNS RACK MATCH! LINE i I - MCK PARTIAL PLAN-�lGHTFIELD CONCOURSE BUFFET PLAN PARTIAL PLAN—i�:EFT FIELD,- CONCOURSE scALE: ��4���i �- � .FOOD CONCESSION RIGHT FIELD CONCOURSE FOOD CONCESSION W sr LL, �j 1 LEFT FIELD CONCOURSE (OPPOSITE HAND) i FOOD SERVICE EQUIPMENT SCHEDULE - ITEM DESCRIPTION ITEM DESCRIPTION T REMARKS - _ E ION T . REMARKS 0, u: ! 1 51 P ZEL PRE-FAB ICATED REFhlG f?R TQC 3 Q W - . - PG N MACHIN-V- 2 _ UF-916CRATIM SYSTEM 2 o - 51 Hm WWLATE Uf SE 5 Sh LVI O IT VIZI a - S _ - --- - - _ 0 5� Lij - � � - -- -- - PIs cu DIs SEK s X Y - STft- LIJ ' W - -7 U� YS M 2 -- d i -- - - s - ---- 2 - - - , V 0 - - - - - - % STI I ' �_ - S I N 0 5E z _�•I LJ GAS E S - - 22 D ER I HOT - WA - -- - Z - - - - • sA �vu - - IZ iCr it - 2 Y�IEIGKTED CE! NG HAT�N 0 SI 3 6RA I FOR ACC�,SS � UTILITIES = C .. ►�- - - .; � U - - E - - -- - _ C.� ..�..� SS �TI - - - IT G I;� 2 C� - Nl% ` -1 ; 5TANi? - 2. - - - - 17 SNS a: 2 _ t"I z.ZA D 1 SLAY =-� .:: •L CONVECTION OV Z - - C T - - - - - - i -- - - LU r 3 FREEZER I h - 1 w Z __ >M p� Ly►� i, �i -� A -- LOT B OWNER _ - = _ _ �.�&�► Vii; �, --- - - - - --2 — --- - 'lot - 5 RFlZ Z -- - �5 27 TION- - - 2 _ _ _ PART-A e - -- - - - - - A� 4 -1 -MY _ , li -- - ---- --- - -- REV1S1ONS .owammov �`; , T &I IxZs CIE Maim f win !ffm -- 04 Comm -- _ - - - -- -- - - aY � r 'Y1EiE KI►Ma M1'El1E MANED rA1 rwMat•E �" , wrr� owttE .. --- -4 __J --- - - - - -- - - - --- - -- --- --- - -- 3 -- -w o -- - -- - -- - - _ - CHECKM - r� co - - - l7 cs�www rai 41 CITY OF RANCHO CUCAMONGA - - _ A - - -- - '�� '� ' - PARTIAL PLAN--RIGHT FIELD CONCOURSE ,. --- - �. - -- -- ---- - - PRE-FABFR EE�ZER �t+ �i -- - - --- - - — --- 3 -- -- - - +MET 11RS ski f - - ' - K30 - - - Z- S _ - F „ ra !�,-lir tlr.E, 8�N - - - - -- - --- - - - --- - -- - - - - - -- arnr ; 13� .v s NOTE : K ITGN tN EQUIP^tNT — A 02171VE F�IV -ITE^ A LTtRNATIVt * i (5f5 5"tDULZ ^WYE) ;. �� .. , � I Y I r 1 - ., . h"'"•••' <..:,yc- ^ ,•,,L• T'b+2 ./Cr •"�.4Ri.`• �( p.:'?Qry..,.y'•w� T7H:14S... _ 1. • &7 I All bugA -L110 - - -# R4 f __ . _a lii�_ Fug._ s �T__s cn t 4xs XV v 1 .1 A6 _T Com. CoTRAT lot K __ ► SEC m., :::: :-... ...... wow olool(liallit" < } yi s V i i iw►f y.. }.�.r/ • f � Y N ww....,,. ... _. .;r...:.......... �ww«.:...v. �., • .-.:.: •c�a.....+......, •�w...•.a*.ww +M."aawev J. .... _ �� .4r•^^f-�•+• .r.,..... .r...w.•.rw rrw�w .w ,. nM•wwM. ' 1�IM.MIM +� Y : rU n •p,• • , Fa.... al)R..... ., .. /- j. • _T �I - _'y_ 7� AM -mi + M.... .._.. /yv s-:� i MULLION AND RAS % ay 6C. _ J , 1 _ Y 1 �I .9� ` \ .. - .fir „ �•,..� � - > _� _ 18" x 12" OPENING wtTK " ' - — — --__--- --T-- ---rt -- 1 .. GLAS't VEKTICAL 5l.IDl .. R aY Co, C i.. .......% -7 DR=S TWOS b Z•� 2-� 2-7 Y WALL o � G sF� - -rIIS is _ - ARCHITECTURAL -- - - - - - _ w 4 ' M j A I _ E S R L - ' I Comt.cuter � ti (1�CS �RAW1t�G FO DETAIL 9 X 9 MX TWO SLAB _—__ IL 2 "o H K6 x2 II ` z N$ `41HIGh HIGH 4 r� i H . ,° COKCuIttT oNc.cuR4 MINCED GLASS D66K: • :, �,� ' _ Fork Acctss Tb D , E4UI Phi F-NT < w / , ..... _...._. .... . . _ _. . - ........ .. .... — ,� r GENCRAL CONTIG r! - I - TO CLOSE UI' w EXISTING WIH DOW - . .�.. _. _ w.. --- - tE Ot°EnIKC, N,I6M a _ 2r01' x!N6z27�N 01'10. CURa IIInc�D CLASS Doors : , -JO � ' C FOR ACCESS To - N �+� r ... .......... 4,,...... ......3 - . .4t.W+66::.. ;•• :... ..:, ::Noo::.::<,. ...... a'.:,:... p v:.,:. �,.,•,,.:,.....:..:. ww..w.n.::...v... ,•...:..:.:,,..... , ........ ,,........ �:Y•_:.'[ :4 .�r •.:: .... r ....-- ...... ...... --- 4'k'TSI ICK WALL WI 0 FINISHED TaP AT 41� ds k f w �•' _.� _ 1►eovf: FIwsH� �R � sc!�crc^L co��'tN. • TO CLOSE Ur EXISTING wlnoow OrE81"6 C) PARTIAL PLAN— RIGHTFIELD CONCOURSE PARTIAL PLAN— LEFT FIELD CONCOURSE y n ' FOOD CONCESSION FOOD CONCESSION U) > SYMBOLS REFRIGERATION SCHEDULE NOTES I . D�PRI;SSION - SEE FLA1`! - A RAISED CONCRETE BASF: ALL DIMENSIONS SHOWN ON THIS PLAN F A X T U R E CONDENSING UNIT AMBIENT TEMP . E V A P O R A T O R ( � ARE INTENDED, TO BE TAKEN FROM FIN -c -- z R I S H E D SURFACES INCLUDING FURRING . Ttc TLS M B T U HP VOLTS TS PF{I1SE COOI'G Fi�1G MAKE MODEL MB.T11- b.Jrt f''$ — uj I BASE WITH NOTCH WALL FACES AND BASES . CONTRACTOR SYSTDA DESCRIPTION Of'E3�G MET} i– SILICONE SEALANT AROUND , CONDITION OF FLOOR AT FLOOR SINK SHALL MAKE ALLOWANCK WHEN FORMING _ PERI14ETER BY G.C. ( ' PA:J t�'1'LRE OCCURS UP BASES SUCH THAT WHEN FINISH MA- 0 1 �r- D - - I Irl Mn5c,7ERIAL IS APPLIED TO VERTICAL AN 2 A W.i.FlY.GZER 5/0 IS 17. 4 3 20b 3 � � RACK X502 t � . QDAY SLG 11-5 2C, � ►; FIN. FLOOR — _ ViPRF >SED AREA HORIZONTAL SURFACES , THE FINAL DI - u. BY G.C. MENSIONS CONFORM TO THIS PLAN . IFA �, 1•--- Z 5 U1ll. REFRI G. � 2 1 2 lob 3 NIK KIK X22. cYcuE `Q�aY f LG- 135D 13.5 a- 0 5 5L _ Q t WATERPROOF MEMBRANE BASE WITH FINISHFD PROVIDE ALL EQUIPMENT MASONRY BASES -� BY GEN. CONT R. TOP AS NOTED ON PLAN . �� C • - . � , 2- C, I. BEFR161 W40 Z 5 24.4 3 208 AIS 1� X22. G,�� QUpY �ZLC 135D 25.0 �-o x • ' PROVIDE 6' FLOOR DEPRESSION FOR Z UJ # -- 4 « � � e • T .a� . • R ROUGH SLAB ENTIRE AREA OF COLD STORAGE ROOMS . (/� 14 GA. S/S SEEPAGE ► , • r-y FLANGE .TACKWELD TO \� • _ • •� - :,� ' • � 0 a O • ' ALL WALLS IN CONTACT WITH OR WITH- X y L1J PAN AND SEAL WATER / - IN 6 Of RANGES FRYERS BROILER I ,* � \� <<', " R . L .C . - REFRIGERANT • t/ 1 /3 WEEPHOLES ' TIGHT /� �/ � '' ��\ ��\• 71�" O.C . �,;` LINE CONNECTIOY AND/OR OVENS SHALL BE CONSTRUCTED Q z 3 1/2" GP. 14 GA. S/S 14 GA. S/S PLATE % OF NON-COMBUSTIBLE HEATPROOF / 1 0 .MATERIAL-. 1 V BOX FO t SLEEVE CONN . S" I .P.S . METAL STUD WALL WITH W/3" D^. RE:•IOV. 14 GA. 3" WASTE LI:JE aY PLUMBING DIV. S/S STRAIi#ER BASKET G CAULKING BY FIRE RESISTANT MATERIAL FURNISH AMD INSTALL WALL AND/OR P �, z HANDLE WITH 7/32" HOLES PLUMBING DIV. FLOOR SLEEVES AS REQUIRED FOR � V W KITCHEN EQUIPMENT REFRIGERATION v' • WALL OR FLOOR WORK . SLEEVE AS NOTED _ � �-- SECTION THRU FLOOR SLAB ON GRADE . co _ .FLOOR TROUGH / PAN DETAIL C U --- - - - ---- - - - i - a : o -�E-- DIA• 9ZEW TH9U f WALL FOR uW x'12' I � A rIv � RLC Z-Al mro .� Ln - • . — 6 Luz z WALL OPENING ' - E X T ERIIOR MERIOR HEAD.AT 4-54 _ ..�� , • U LL I O N AND 6US� . • QY G.C • EXTERIOR NTl� WALK-IN DOOR _ 3/4N RAMP-UP PART A -- - - 3 -- -- - _-BELOW.fINIGH FLOOR FOR 12• RAMP 1811 X BIZ M16H S S PASS SHELF = ---- �RE��AI34 ER -- - - - --- -- z z w . , . . FJR�:F-Z COVED BASE a P,�SS WINDOW a K �.C.COORDINATE - -- W > REVISIONS �cel �sE owur • '• F� NSHED mom � IKSTALLATION U DATE DESCRIPT*m APPROVED ..T%u DATE � BY O.C. sT0"T • •' 8/8 REMOVABLE a ATEAM � - • '• R BY Q.C. THRESHOLD PLATE tGU( F-NT GM & D� � � GROUT su w ► QY K C "`"�'� cp < Y Y W/ HEATER CABLE ' AT FREEZER DOORS ' AT FREEZER OILY TRAY SLIX �_--- n ftfw cmc W C!� - - • -� - • A. / tMETAL LAIN . _ K.GC - As�. w . , s- 1 . fia gY G.C. • ¢:, •� •=��•,a .•0 '`x :14 ""'' i v :; • - .�,' '•�-' -y . . . . .� . 'p, •,' ' : I TIEiE /LAM! MIEAE '11EM11ED tY: ►a�rww►TE usE — • •• «! -j- :L•, .. .� •L. r,; • d - , DATE t ' • Orl/1M111 �� 1- • • 16*FELT W `� �• J WALL Q INAM DM •d C1. VAPOR . • BARRIER 1. VcRI FY __ -... CITY OF RANCHO CUCAMONGA • s I ze .c co NC apse - - - t � QY G-c E : PARIES WrOON _ U. ARTIAL PLAN—RIGHT FIELD CONCOURS - I 4n THICK w�1L .�T NAM —� C OYZINUOUS GAIN. CHANNEL 4' , : ( PURI`}I Sri E D QY _ ^' w/ LANCED TABS AT 24' QG 118ULAMN G C - PRE FAB FREEZER !rE#T TTTI� t ' r FLOOR & WALL CONNECTION SILL SECTION A wALL Pass w�NDow sECT�oN D '� •�''' - - - ---- -- - — oaE arT epee , r ; ► xy'• A . OF �''' _ 110.�rA • *,' : ' s. a�"� spy. �`•; - - t il II .+ MATCH LINE t?�Il� II c 'A' MATCH LIKE %9 (O?ftSrM �WMD) M ATC H R F - _ r LI e � ( . a o FS - ----- _ - 3 1 _ -=. $ - {M ` W I '::••► • 1 ' �� 1 r ' ala` Y ! __ op t�— FS 9 1_.l ! i ,� .�• - 00400 -� ' ' F0 ........... -4 - - I EX OO E�Tt. D Wt10 p:�r ce LSD cN s r Q' • 1e�R t a _ if N T1iR v��►LL �' C ! t Ml c • - _ Q 771 i �. U t X �' s 1 �N� '� SYItrf IN � _ I CU IR � W - - -NAKD__SIHK AND -_ - - D MArc t. --- - -- - — 1�At�lD SINK AND _...._ OT C0�-D �R t�tATc�t,ur� , a ;, � � ��' N 1 WA-If ' � bI� �!' p 8. I 12 V2 CW t 2tCO"e '� AKFEM � HA, - `.�1�oH.�Ttc >StYC!�,1G+£. S1 s'' r+ C "ost IN la .33- .h A7w,%+! t� f`ILLt� >�AwCEr _ PARTIAL PLAN—RiGHTFIELD CONCOURSE - BUFFET PLAN PARTIAL PLAN— LEFT FIELD CONCOURSE W FOOD CONCESSION N RIGHT FIELD CONCOURSE FOOD CONCESSION W �g > � MECHANICAL NOTES &NMo - F'oSITE _ __. _ _ - .Q IT IS THE INTENTION OF THIS PLAN TO 0 H .W . - HOT WATER i O •I�AECHAPYCAL SCHEDULE SHOW UTILITY REQUIREMENTS AND ,CONNECT- `� ' ION POINTS . DO NOT USE FOR ROUGHING IN 0 C .W . - COLD WATER — ZT. �A,�/� (DI' FUEL W zw o BTV Tom 1 14 +7014 REFER ITOSDRAWINGS CPROVIDEDGBYITHE OCATION FUEL GAS - S U NOTED , CONWTION WWW (DOOM DECK) KITCHEN EQUIPMENT CONTRACTOR . O O S . S . - STEAM SUPPLY - PPH�'NOTE INDIRECT WASTE LINES REQUIRE FON STANDARD AND/OR FABRICATED ITEMS OF Q !" FUEL 6AS 241G1�0 BTU TOTAL +?4" FRYER ASSEMBLY KITCHEN O S . R . - STEAM RETURN w ( ITC EN EQUIPMENT SHALL BE FURNISHED, INSTALLED AND EXTENDED TO DRAIN POSITION 0 DIRECT WASTE BY THE O N X !9 RRAUST DUCT 2315 CFM I.33N ill.6. VENTILATOR EXCEPT FOR CSINKS HES QAND/OR TOTHERWIScOR 19 FLOOR SINK E INDICATED. X N.L.C LISTED GREAS EXTRAC tVt�� ® FLOOR DRAIN, - Z WATER INLET FITTINGS AND VALVE FOR C p � //yy�� TMA DISHTABLE TROUGHS SHALL BE FURNISHED EXHAUST DUCT - CFM NOTED X Y L Q 1" WASTE 4's 6ELQW Fri13H FSR MIR F&F, TIZ A AND INSTALLED BY THE KITCHEN EQUIPMENT Q Z ij CONTRACTOR . PLUMBER SHALL PROVIDE MAKE-UP AIR DUCT - CFM NOTED p COLD WATER SERVICE , ALL INTERCONNECTING _ Q 1/20 CW+72' ICE MACHWE PIPING , VACUUM BREAKERS , AND MAKE FINAL - GAS -PRESSURE REDUCING VALVE V O CONNECTIONS . � 1 V z y r� D A M 3 � w ' © !"N CW ♦ IZM CAR60NATED �. SYSTEM THE KITCHEN EQUIPMENT CONTRACTOR TO _ _ _ ,. PROVIDE ALL EQUIPMENT TRIM, INCLUDING FAUCETS AND SINK WASTES AND SWING o O3cfD 14" HI S U15 Uf SINK FAUCET � TEE CW TO GMZONNTOR � BEUCETS AT INSTALLEDEBYLTHEAND PLUMBERES , ALL 20 + _ - � � � 4 ! O U N ALL HORIZONTAL PIPING LINES EXTENDED V � u/ Wc r_- S , �� t71Ct` +14" SINK FAUCET AND CONNECTED TO EQUIPMENT SHALL RUN AT I Z a/�- THE HIGHEST POSSIBLE ELEVATION AND NOT Q co LESS THAN 6" ABOVE FLOOR , TO PROVIDE U Q014 NICW + 14 SINK FAUCiT CLEARANCE FOR CLEANING . AT WALL OR COLUMN LOCATIONS , PIPING ROUGH-IN SHALL _ 1 Q cLe BE STUBBED IN WALL WHERE EVER POSSIBLE . -' • ©0 $A& IUEL GAS 55,000 BT U + 30'j _ _ I 7 co 09ARAUST C�*IH66FG� f0I: SES- C0HTAINr.D _ __ �- � - Al�- COOED IGro MACHItiE (�-HF COMPAASSOP) i z Q ' PLUMBER SHALL INSTALL AUTOMATIC • SHUT-OFF VALVE FOR FUEL GAS . . I INDIRar M EVAP COIL, PART—A a TO f WOK SINK r lie z H T CH" QUI P>�E N T CON1R. R E V I S I O N S FOR Cn,r USE aar W Z � DATE DESCRIPTION APPROVED NnK DATE --1 STREET a WATERM _ . G RO a ORAIN T1i^FM C3 L FMK CHECK C� k1w ' As oast. n' CNI THESE PLANK WERE P EPAJ ED /Y: "a PWATE ME ; . MTL1L DATE �� f ORAWN w rV CHECKED NAME DATE LXNDM Woomm R E • 771�l - - - - CITY OF RANCHO CUCAMONGA O r PARTIAL PLAN—RIGHT FIELD CONCOURSE c*m% "ny S84VXXs : CKs U. r'IIiOpECT 11A� _ a PRE—FAB FREEZER SHUT Tmu u dam, • =ALL�, ' � ,oa wo. 84,3�•j 0m S AlAMA40% DAW . CITY E�1 " t 26 y aft Joni ~- � - OAK No f• •I l�} `"� � MWbO Wt•Er • I# filo IK EAC1. ,' � � li0'`CvYtt7tON Im V-Cf SOW+4e DRYER NEAT L.AW Y t20Y-I+ SWW+48 VNYENIENCIF OST , Q IW' '-1+ 14.2 AM ;w ger-916ERA+ FucuER ELECTRICAL SYMS OLS I20V-I+ 3W70W+4$" WNTILATOR LIGRTS SINGLE CONVENIENCE OUTLET (� �` ' �2af�Y-3�p 15.4 AMP 470 WIRE THRI1 WALLWALLTD J•$(�,..,. DUPLEX CONVENIENCE OUTLET � - � ,:.. .„.� � , SiOWN ICE MACHINE _ k.. ... ... ........ . ' ... Imul =NMXC OM .` .- . ... J 0 t?0 FOR !CF .-►ACJtlfVC WIRE Fm .7 — .......... • �' - 1- :.:::...:.:.. :.. fI I'Q� JUNCTION BOX •� Q 4 otA. t u�roF,R s �E CONDUIT STUB -�CONDUIT SLAB FOR BEYE k _ ` SYSTEM SYRUP LINES - - ,1t � J 1 r. w 1' . _ g • -r "'`1/ ` J1 � Q CONDUIT STUB C 02 REF. LINES c a Ia dIIOV t0 Akr+ '0 pNK SYSTFM ELEC?RICAL MOTOR 5 ig 4 7 - I - - ! 1 o , I � DISCONNECT SWITCH Q- - I I fZDY-!� (c.2 AMPS +16" BEES R�FKIGERATOR . Li �— M - (p N' ' " VAPOR PROOF LIGHT — ` @ IZDY-I� U3IfP ¢Z�W bE��=RAGE SYS C�1RtJCNATO� 4 NEA' � � - �� _ _. cl) f - ` %w -- _ LIGHT .. .; w � � �! ORDI' PARD CO ECE .......... Till� 8 NYEN► �cm�T • % - - FLUORESCENT LIGHT Q ff is ` 2DY I f . AMP t$$ REP`RIGGRATOK j IZ ., .,_.., _ CLOCK OUTLET • I Y I I?.011- 15.5 D Cao f w . : x%^ • -- - - THERMOSTAT AMP t So W T F� CAMET • SOLENOID • I` IZOY• l+ 7-20P+46" CONVENIENCE 0!lTt�T .. I © ,, _ �•r-�- v 1 �• „ I I �� S' SG }� K� _- _ 1� �-�•� ALARM SILENCER RELAY W/BELL d ' a 4 x 4" J-50X W VVIA CONDUir EXTENDED TO +1 " ,� ,. 1 THREE-WAY SWITCH W/PILOT \' A6� FINISH ILiNC • KEMUI'E DIRE POLL STATION F RN.1VI1•f'�), Li f7 :;�_ J �� � ' __ N r ,, _..... s.......� f.i. , .•- f'I FOUR-WAY SWITCH W/PILOT Q 494 J-BOX +4$ fOK EXH. FAN SWITCH (SW. 15 ZO w.= .. _ -: _ �. ' VET T FURNISHED w/ N ISA OR) C2 ...." .. :.y .. 1� �Y • f4 - SWITCH = S W ` N 1 I .. '�+�t` A I SOLID WIRING BY ELEC . CONTR. k' ® Z46V-I+ 4.2 AMP +48 HOT DOG GRILL ' + �T1�8-U P ;� 'I _ �1 I .` ' ---- DOTTED WIRING BY K . E .C . - _.___ --• ter—t. _ _ CEt�{T F L�HE t! 4 �` '' Q IZCY-10 .16.5ANi Dk Cf� p HOT [0D CASIKET - � '� +�J�, �� - �_-. - _ - - - �- _ _ _ Y 1 �F.� _ t4. SOLID RECEPTACLE BY ELEC. CONTR . - I - — 4 ........... ° - DOTED RECEPTACLE BYK . E.C. fl► - } lkyl K_E • 1I i � ' j� 11 ! ;� 1cr - 6 L~ Sax F a 10 �??D'r' A4C:I(, ,� ELECTRICAL (COTES 0 t IT IS THE• INTENTION OF THIS PLAN TO C�1 1 , SHOW UTILITY REQUIREMENTS AND CONNECTION POINTS . DO NOT USE FOR R UGH-IN LOCAT- - PARTIAL PLAN—RIGHTFIELD CONCOURSE IONS . FOR ACTUAL ROUGH-I� LOCATIONS r ® J20 �• ir� doo W�T75 X1211 DF , c:�M�'�rrR CaRi�C'� C.!�C. - PARTIAL PLAN—. LEFT FIELD CONCOURSE REFER TO DRAWINGS PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR . � � � • -_ FOOD CONCESSION - - = , FOOD CONCESSION ALL EQUIPMENT RECEPTACLES TO BE POLAR- 2115 _0 N 52 120 Y• 16 V3lp. 4 100W�1T5 t12�iCARRONATZ-D f',iEv�ySMM I-WI PROVIDE STANDARD U-SLOT DUPLEX - ` 3-WIRE GROUNDING TYPE RECEPTACLES FOR FAL. 120 Y. I 100001"iZ - ���' Mm COMr+ WANM ER CJ ALL OUTLETS . ,� ' SERVICE FITTINGS . ( PEDESTAL TYPE) WHERE INDICATED SHALL BE PROVI ED BY THE "P •- 8�I n�� � '���1e.(�.3AMrs) _ D � / KITCHEN EQUIPMENT CONTRACTOR AND CONNECT- " ^ ED BY THE ELECTRICAL CONTRACTOR . -0 120 p. I 450 OVAT`5 } 24-" DrtAW C.', W��1t R (3.8 AMpg - ALL REFRIGERANT , CARBONAT D WATER , AND Q� 208 V. 2 8 t tfdT FLOP UNIT- CO2 GAS LINES IN UNEXCAVAXED OR INAC- C • CESSIBLE AREAS SHALL BE RbN IN CONDUIT - O I2O V• 1m y2 hto t 24" Re�'JGi- �* PROVIDED AND INSTALLED BY THE ELECT- 1 .L © 1 *20V' 1� . 7• A'-P3 41 COSVeNI t=�Ctt OUTL.� 0 ELECT- RICAL CONTRACTOR . ALL SU H CONDUITS 2 �" '�•' SHALL HAVE LARGE RADIUS B NDS WITH ENDS STUBBED 2" BEYOND FL OR FINISH, 1 WALL LINE ETC . 5 �AT73 - 24 p. PROVIDE REMOTE DISCONNECT SWITCH FOR © r.�l . 20 \i. It 50 A• C.9 J IT STU Q•DONtf N Tb F t)cm�, wrD KECEI'TAGLE MACHINES IN COMPRESSOR R O M AND WITHIN � EN D�+ D - tsP S E N H D Q IO FEET OF ROOM DOOR , BY A S OF OL , � - CI 41'b DIA. CONDUIT AQOVE CEILIty6 rp !$IX l>3" PULl. UX INC COIL WIRING AND/OR LINE SWITCH. V II SOUP OR HOT FOOD RECEPTACLES , AND STRIP _ Z W �- C2 4-" m DIA CON:Qr ;N WALL STUll-OUT t IZ AZOVr rLO09% HEATERS SHALL BE PROVIDED AND WIRED o � /, X Y COMPLETE WITHIN THE FIXTURE BY THE L KITCHEN EQUIPMENT CONTRAC OR . ELECT- iiP RICAL CONTRACTOR SHALL PR VIDE SERVICE Q � ` " 4ND MAKE THE CONNECTION. p f - U ,LL SWITCHES , EXCEPT FOR THOSE REQUIRED FOR SPECIAL APPLICATION, SHALL BE CIR- z - '.UIT BREAKER TYPE. U ! ) LiJ 00 EYS SEAL OFF oo EMT CONDUIT ' ELECTRICAL CONTRACTOR SHALL PROVIDE AND O oo NIPPLE , 00 EYS SEAL OFF INSTALL CONTACTORS FOR BR) AKING THE f- 0o NIPPLE ' ELECTRICAL: SERVICE TO ALL ELECTRICAL oo SEALANT o 4/0 BOX 00 EYS SEAL � iEATED EQU PMENT UNDER HOQD FROH THE V 0 U 0 N� 00 SEALANT I FIRE EXTIN UISHER MICRO SWITCH. ELEC- LLJ SLE IRICAL CON RACTOR SHALL INSTALL THE Z r= _ Oo SEALANT 2ELAY-REST. FOR THE, CAS SHUT-OFF VALVE. _ �►LA►NT ` U '� I . r y r_ . - _�tl•- ` { �'� rJ, _ J_ T EIL ME-FA f -- PREEZE R IWY-I+ . 00 RIGID CONDUIT - - I GROW V.P. u N. A I w - I L o S/S ESCUTCHEON PLATE - _ �W �R � T g z 3W W. TE�T(1 � RM C z _ o THERMOSTAT rJ' EE DETAILS AS IN TES o LIGHT FIXTURE o S/3 ESCUTCHEON O _ - - PART--A SPLICE BOX N i )( 1 " r ► ° EL.E.C•TKAtSs�L�L ELEC. V,449MPAM t \ 0 `\ �3 K W A f 10 V 1 i TS 34 , I 2 34 / ! C -�' STO RACE 0 V` 3 - -� , lG. �5 .0 L KE N T • ol -;. '� ool 47 -- 44 4 41 \ 0 37 U 38 ,�37 57 9� \ • C 46 46 �05 coo — 25 70 51 9 9t - \ \ 0 \ 55 lob + 4b • C FLY FAN � -' �". 7 ,*�� i FLY FAN ct e y• - 9 � • sM �!NCH. bNAW I Nq s e �RcH. b A W I N G0 56, J 's7 91 77 > 1 Cod i 4[ RM. r 0 i 3 CIF Co3 \ 96, J% / �' - C 81Wi ui 7cl / 0- %b _ 81 ® Q �' X Z LLJ 0, CL t3 0 z 1 ♦ 0 0 0 cl) 0 Col 0 \ t1. �j 79 © PARTIAL PLAN—CENTER CONCOURSE cr � N7 FOOD CONCESSION (RIGH 4 CF i SCALE: 1 /411! 11-011 'FLY 10A III CP-5 ! H J z PARTIAL PLAN-CENTER CONCOURSE � SEE Wh, DMWlNq. - • Z FOOD CONCESSION & DUAL - CONCESSION STAND �t 6� 93 - �� cgs z 4L- IF 114444--jfr4u V y - - PART—A 0- `67 - ► 3 �� R E V I S 1 O N S F oR dT v USE OILY LZ 5 y2 I _ .4 DATE Of APPROVED "TIAL DATE Q I p • I A. RL►�1/�T STREET bpi94 1 + i { 1Gi1� Ul ^TER/S WE a 1 r �Av �- 25F 84AL.w Cf1EC« tiJ Y �' 6- � Co"ST � 98 _ — •Y/ � 'T`, , ,,,�,,,,� S�iu, T►ESE PIANS WERE PREPARED 51/. iQ11 /'IrvATF tliF Y �� "TIAL DATE 6 ' 94 � 97 6d k* j DRAW" W C►EG7CED 91 q2 `too ooAho DATE .� 1 p5 � I _ - \ r' "MSE MllrlI FILE Q CITY OF RANCHO CUCAMONGA 0 COMMUSEPV!CES DEPARTMENT PARKS DIVISION Li ►i1Q.A C T MA1E � _J GG G9 6 t SIE E T TTTLE Cog 54 1 . I Cot? / A P/flpv o A f o PARTIAL PLAN—LEFT FIELD CONCOURSE Joe �° DATE ,n, T� ACES IIAMAC�A DATE CITY EPI�EFA — A►�1p1►•IEDf, y 99 PRE FAB REFRIGERATOR • 6 -,: t cfZ73 N ATE • of f Al S/EET SCALE: /4"= I '—O" IF A/TE1dvED r aAMMO NO��V �� q I DAY, I aT Y M M • r1N•�Ca�LL1lr�M np rII1 • , �1 X : + "X� VlZ-TJ#RU SLAB � ri - - FDR C . O w - \ L V RLC- 2E> — - -CAMP 1l 9/44 - - - - - - - - -- 0 h k. - • ': _ W E ����� M U ��� F1H.FI�R�L.SO PRDYIDE gY - - - =T RU�i.�4B-FLX TROUG4 ---}� '-G, aD �,.�� it � � :`l�y � r� ��� � •' A DEITSssTN IS AREA C bELow FlN• ROOK FOR N T - O L b- 1 _ O \/ r. r6 a 0 O U. / y` ' _ / ` • rpt c) L. , µ 014 r -w 0^� > � O 0 - - - ---- - - WALL OPENINGS - � . WALL---OPM S SEE -- NKC H I T"Ec d g&L � : DRAWN 3b SEE ARCHIT L, o DMWINOS K k Z LLJ O --� . C. z c W a • a: cn OU i Z LLJ V) � WALL OMN I N6 • 5 EE AR -CH1TBTUgAL. DRAA iNc� Q N.7 ry i Lij " 4 � PIA• SLEEVE THRU WALL/ Q IWOR►TOR -DQNUN6 a 2 r 1 y PART—A f I �••_� uGl'W Hnl'L'fid � 'P6. ! mom • I 0 h N ;� R E V I S I O N S FOR aTr USE aMur Z Q � �-- � 4 X�� OPENING TH�ZU WALL - - DATE DESCRIPTION APPROVED Kru►L DATE 0�„ >1 DATE In - +IZo F4R RF,�R(&WTlaN_ � T 7 Q I ATER/SE F ' VVV W 1 WS ---- ---- GM a DRAM Fv TRAFMC FNAA. CHECK W Q R/w DEPRESS ANIS ENTfn �1 E p1GH OAS •� T. W n --� KLOW FINISH F1.D0K A � � l0 THESE PLANS WERE PREPARED BY. FOR.wVATE USE > tai rKe-Fe. REF "MT 4 -- -.— _ -- offnAL DATE • � - a: W .# - — — -- DRQ ILL CA I5T I NG �t.w r> , CHECK" co w- U � - NAS 'TRO U W 1� CONCt�7r— _ R , DATE To �h ff; EX 1 Ns �}k SMAL• ; - LG- C LSE� FILE o W . WATT 1,1�0a1`� _ CITY OF RANCHO CUCAMONGA Oto � c/) Q COMMUWTY SERVICES DEPARTMENT: PARKS DIVISION u- tom J �� .• r., i. - I►11D�ECT IME �1 O f1 swET ima \J 4 , ALL D ECJ N6 5� PARTIAL PLAN-LEFT FIELD CONCOURSE WALL., ,ISA L e ,N c� Y f MARM" DATE CITT E i1 - 1 o T cess r ' OHS PRE FRi R �' ' �p� �� 1 _ -FAB REFRIG »� WIZ . - �IT" �O X 'z- ti RINGS DATE .ZOG off«]AL 1�-1 �E c �o •y 273 : . �«M�►.•pp��«A••���«»�» T owl"°�G a►>fE 1 /t�/Gt MOS NO.*ANN . . ,. , ♦ _ _,_ ..___-__._._._. ''-_.. • N,{ 'f c••.+•r -�• Y•'^••' t ..ex ..ay''j••• „31. yy 1 � .N•• .+ ' • . .'� ..�• • t _ � ,�;. - ..,..trasiuu Cwt J • - : x-r op 4 '1 ,� \ . ,. •� N. 10 K 12 6v ez •c. \ / \\ .. .... �. FD v \ C✓ rc / ~ r FIND I KECT M • To ` • ,� I I `.\ ~ QK GIN r... BY THE KFC \ i e , A�( AN m r (3� I!¢ I. SINK C)IV I•va \ �'� °� t 2`' WAS TE 4” N pow TSE FRU i~ - \\ , . .• sw� -• .f� _ �_ N. • O, • FLW ♦ T *H .fes' i `•� •% •�\ C r6 0000l .- ]/Z' CW +7Z ICE MWINE --� © �.- , ' - c �A4 ON ICW 14 SINK EA CST COD GPH HW) % ♦ NOT USED HAND SINK Idw © NAND SINK AND H/C1N �`�► ,. H 6 $8 tS HOSE Dt .�, �a� t I w ` t BA' CW +IZ' CAK5. WY. SYSTEM �\ e�.uM�� ,,, (� I t.w. ,., � = e N.` > ``✓f f \ t .� J; \, ��. `-- y I 3/4' CIK-�Z4 COFFEE MAKER TEE TO NOTCNOG. DISP'R. . ' • �---f , ;� ";.ti... ISO ,� • .:, �� EXHAUST CEILING GRID FOR SEV -CONTAINED �, -- . ♦ .- » > - • /. �•. ��. T-:i cw _•'•f'.. R' �,.� O � � .4 I J.rte r'� ,,. � f `\,\ " ; � 4� � � . AIR 00Ot,ED ICE MACHINE ( 2 HP COMPUSSM) y=- � =�' �✓ c t.w. / / • V \..\ "ti.'�3_� p'y ..' �' ♦'\ + v ✓ I►. r.� .l , ,fes .;: l! , �-�i-. \\ �`; / ,• ,i/'\ { • ' » 4� �" �.w. �. to EXHAUST CEILING GRILLE FOR SELF CWNT-AINED \ C . s. SIR CObt.ED: ICE WHINE (Z Np CoMPR.) AND y (4� t �.w. ,, »� �, `•. V r, c/) SEER SYSTEM POWER PAK (3/a HP comm :r' •. 1 w l y a r cS t�. AIR COMPRESSOR� 1HP) �i �t f� � ,.�' ,', "�`.�3•� ��� y ~ \ � Ni .� t 15 1 • I 'l2' C . +q$' GOfP MAKER .W > (� � , `S+~ / ` \ � �J• "f'�•1 '\♦ � \ gyp►.`` . . w --� 3 p ® NOT USED ,♦ \ • ... \' --� �.,� _ O �� \ L d—' 15 15 \ 4C) • ♦ ;a( `�j c [L � ,/ 0 0 u. ✓ 'Q \ X 0 z 1; LLJ ( ! / O z < ' r � {1— . � ,� z N V) w � ® 1/ r' Z L.Li rf. u �-.. � � HAND stNY, N{cW `� • 4 P PARTIAL PLAN-CENTER CONCOURSE � � P.5 o z . p _ H z Q FOOD CONCESSION & DUAL CONCESSION STAND ¢. . .._1�— . , > - �! T PART—A ti t cf) r` .E� -� :� .. � I` INDIRECT FROM EVAP. COIL i R E V I S 1 O N S �aA CIT NSE oar Z 5 - `, \ •...•• c3'. w • f• '.� t► .P'•'' D TML DATE •G - ; f q f TD FLOOR SIKK 5Y TIDE —� DATE DESCRIPTION APPROVED Q t�. �' f �, t � �' ` M 44 KITCREV WU PMENT NTR. i �- �:: . I Cp (4� �A fi 5 � ..� _ sr�T z i�. � - ATER/iF • TRAFFIC LLJ �,`,``"+.. .1 7 .j� . •�>.� �:Y, � � - .•��• _�. �3� I �4 I.W. t v. �.w w � — jj / �� t • O- As COWL 4j 0 ` �.. ♦ :' Vis,�` � L' }r 'i M �'{j• KM FWATE USE PLANS WERE PREPARED BY: DATEV • N. T. .... I� IICEIRE N1J1W11 ft.E � �r O � --• CITY OF RANCHO CUCAMONGA o � *� •.,;�, F.S. COMMUNITY SERVICES PARKS WISION LI. ` M IROACT NATE _1 lop f *MEE TMA •t••,.,. w T • xe ••V. •' : PARTIAL PLAN LEFT FIELD CONCOURSE �sBRE G. :muwkfl � o"t • m� I Now p PRE—FA FRI �A T _ . , �o DIA. CONDUIT LINDM SLAB Ta R IC44T CZJC -aeol0 I 24� MI 11. PM US P:E1►1D5 4 X 1 N DIA CoNDUIr ND R o hR ScPA W N� ` -- ` , '> 1► 2CVi- 3 4' 15.4 ANAP +70" Co U S l T Ct+q � LEFT Ct k4 P,5slc u , SQL'8-U P ' ICE MAcM+t�tE •� CCtillNUP. UNL?eg ELAS To DUAL . �. CCkre>& ST W D ZI 20bV-3(b- 15.4AMP X70 WARE TWgu WALL ' ` TO J- �C ® ICP, MACH IN r- /'�• r ® J-E50)( 4 70' FOK IC 5 MACH1 N E FFCM © �, `,.; co \ I\ VARMPR� WL PA�1 � '4 0 Y TC y . � til K S s N 23 12DV-14 12.9 AMP 488 R Efi GERAT SW ITCH t 12" i K 2 001 12011- 4 4.4- AMI' 4 8e 0 2880 W. 448 HOT D� GR1 LL t ® l2oV. - t� 21Ni 120 V.-4 7.2 Abp + 48' CCWVENIENC E '� , ry G. DIA CONDUIT RUN a O© 120 y,- 14) 1000 W + 48 PCPCaRN WA�i ER O `'`t.nves. 24 MIN. us � �X � . ' ,- KN Ds (Tf CAL) 120 V-_14s T=W• 3o HOT PWD WI N T U ; W r ' ♦ .,ti +— ca ;VCD l 90 V.-I� 100 W + 48" NACHO CHIP CABINET �o .12o11- I � 400 W + 48 NAcH6 C HEEgE DIsP R . ry A. OBD SIURAC `r �' .ryIL ; ' �� '" Tt� C 411M ;4&HT N T Kcc" . FOR SEER U hks - X c6mcC-5�1 ON 3I• t2o Y. I 3150 W'+,4& Pb" I�PPER 110 / 120 V- I 1800 W +4e NCT CHCC. �' +I ` CN p O R. E ✓ , J-Ii &T C U NG A r .. o - PREFAB• REp�1G�RATaEZ \ � ,j, �`•,,` n • •,: `'7 _O .» f. © O 120 V.-1 1000 W. + 37 PoP(bRN WARMER ,Y.•-'"- j -- '- m 44. V.R LIGHT W N.L / , . , .� � , `., C •M� W TEMP �l ( ` %` ^ f Y \w < r•' ✓ / 4,y y i , 4.2 AMP EvtiP cat, /� f ;. `` r< �..�,� �? •- 34- IQC/?� V.- I� 3535 W. +�$" � E MAKF.:Z �; O . i' / !' % .• AA'' , ,,'' moi: . �� 0 ' C) 120 V.- 14 3.2 AMP + �8 0 D 15PLAY RF p KI C-•E EtATO Fk f °� �, �.',..\ �p `•. > ya~ Q 12G V. - 14' 100W. + 12( WARME-IZ DRAWER SLAB 5001 L,��►Fs50 c M"x i by�i6H y f `` , ... • '. I+ 14-86W. +4.8 " PrUA W49MM �. �� Y l t ., ., ,;- 31 , , • j ; 12 x lD Nt6N D \ j PAY ♦ �' , • . I `\,_ .; ; l6 `' I f w. ~ ``�\'�.r'- r.• / 12G V- 1 1470 V+48 PR�'t7�L t)6P AY 40 46 t Y ✓ / • 41 � : y � 1 < : ( I Lo V.-I 3.0 AMP t-46 ICE CRFAM CA 15IN�T'ft � ::. , . . . 012oV.-1 W.+28' �EDICa CIl3iC I CSN r 800 TSD U T msismZ ` 2 - '�' �`��• 3�0 " ' 7 �' •� 1 nye ,l� . ;V', � / � •'. � r. ll i, ' .t ' $$$iii p • 40 1 . • "`: �,f 1 120 V.-1� '100W- � 1lg H P + 12' CA R5. 6EV. Sl''STEM t e9 .� }:,��>� 40 '" v Ou LE ( AN 80 .;.. �.`r�: Vf 'y��''Y ti t' ,< 'y Do SLE p 7� N TWO G C� x 3q A 1 40 ,: ' ,•... RELOCATE EX13TIN6 7 , A.< , SODA COt�iDU T STUQ ® n . ;,,. FOR FRO NT SERYIN6 o A ® 208 V.- i 40 �urtt' MAS PVA + 48 Sir' sekV� MAC�11�1E - `�- > COUNT .� - ,:• 1b Ttt15 IOC�T10K ,..����':� / COUNTER, u � E x l sTIN6 � _ W l COOKDINA?� EXACT• i KOUGN-N LOCATION WHERE 3 1 4l Dl M E s l O 1 43 2C6 V• - I 35 AMP MAX PUSS +4$" SOFT SMA: MACHINE r�'r 41 40 Y t� h Ssl ts�.� . . �uIrmEN 0 O -' I �� u j . Q Co O to•CONOVC[ 'BELOW SLAG - • •' FOP, bttk LINES 3Co �' 1� V• - JAM -S1U -U - �. \ '� - N OTE :` 41 4t .�< '� - - CAx ; For?, r� ON T- SERV I N G �� /L 200 V• - I 5.4 KW 4e t-=A CNE1�1 � ` 'a ® — x 1 COUNTER U5P_ ExIbTNc 1 eF sti e ' p a ' ROUGH-IN LOCAT iOri 1 0?4 c so r� O W H E:RE >�YEP F09s1 R LE �/�1►�q N q L, 4� 208 V. - 1� 5.0 �1 P ♦Gro ' ,� p, `� • � Ss �Pcy•AID O VENTIL�ITGR � �J 6 >•\ , r • 1 L� O7 12o V 1 5.0 A*P 4. q2 CVE EQFY VT) MENU bMRD , ® I�1D V. - 1 4 A1R BLENDER 3� H P AT CLG. ,, z LLJ ISO V. - 1� 'h NP AT CLG. 5MR VONEtit PACK kap �' L 1 p z 6•'C-cNPUIT PE LCW SLAB (� 0 re SC DA, La NES 1 (EX IST ING) � c O U _j �\ 208 V. 3 15.4 AMF It �oz a. f 1 ICF, Nv INf- (PROYID£ _ Y: ' ' ' r•.< 1 � �tsC•oNNEC•T g�R fit) U RELDCATED � S 6-UP ATM S STuf5_U Cop DIA. CONDUIT Q Q w� f N,7 ¢' IA. CoNDU tT RvN DE0*1 SLAG TO PUU.bM ~`''�- ' KU N �� SI.A� • 'I� ME& ONES r P Pt*R SopA LI N r_5 � 1 �` w PARTIAL PLAN-CENTER CONCOURSE , � P.5 z FOOD CONCESSION & DUAL CONCESSION STAND 1 • � ��: � � �� 41 � � Q t 1 " PART-A ° ,H »;+� Z J AAcN,paAw S . ui W, 3, .... .. YM; .. R EtACAT� BXIS TIyC� �c DIA, � '• � , � r�sE aaar .. �3 � � �', ;,► �.> - �. w. � ~:� -"''� � � ' -• � � DATE DESC11�T10N r►l10'VED HTML DATE � —J SODIC CdJ DIJrr STUB;T0 �, a' �. STRUT Q THIS LACATON �7 I ,. a. 10,01, :y ` a. _ - TRIMW UJI -- -- — ... VVEI pan�E oft 4Z ,� A. _ _ RE MM-I - / f 2DY J BDaC T LUNG - K — — - - • 4�4 -,�, �iDR PRE-FAB. REFI E TOR °� U � .. j! ,`,` ~f 4�(0 45 �. �- _ rig �- 1 W `-': •~ �'/ ° ,; / r - : SMW LIGHTS YVI IG � ,�. Y - ,,,,,,E a- SW •vim', y.. / :y • - ;. EAP. COIL . ., 4 S AMPS Y CITY OF RANCHO CUCAMONGA o .SEE DEINI.S_AS1KDICAI�D � S�r�s W- PARKS DwIsroN ti- PNIOACT NAM 7 V i PARTIAL PLAN-LEFT FIELD CONCOURSE Ulu M2,jL i , --.1 �. r s owTt otr e monum f PRE—FAB REFRIGERATOR Mme , a z� w� Q*7Al cff3 I bon DAN , 1: CORNERI�111 0 ---- ------ - "THERMOMETER CO @CEI{•I NG COHHECTIM EI•kwnupj bOOR CLOSURE 0 r ENCLOSURE @1SCUTCHZ0d_nATl PANELS 15'X20' WOMW r WARNING BELL al"',—SILENCER RELAY TOP RALLIGHT SWITCH QJ CEINJX%No E _c:ION Q MULL CAM-LIFT (D HINGES ENCLOSUREPIANEL PLAN SECTION C] . ITEM 1 PRE—FAB REFR./FRZR. ki I N • _ SCALE: 1 /211= I 0 (> HEATER CABLE AT FREEZER ONLY C) 130TTOM RAL _ MAGNETIC GASKET .SAFETY RELEASE 18 GA. S/S 0 JEXTERIOi.WALL `rte INTERIOR WALL FACE FACE ' • •' . - • _ •� Cb 1 • HEATER CABLE AT FREEZER ONLY 0 to GA, 3/8____ BREAKER STRIP ' JAMB FACING DOOR PULL v1 CYLINDER LOCK -CAM-LIFT z -HINGES 0 CEILING & WALL COECTION 1 N DOOR JAMB- SECTION SCALE.3I1= 11-011 A _0 �N W cJ- 0 w c z Vch O O au lJ1 ( L..Li Q z_ UO 0 Do z Lij • ,- WALL PANEL 0 — PVC GASKET BETWEEN PANEL JONTB WALL OR CEILINGw PANEL Z CL _ SEALANT EACH TRADE SHALL - CUT NEAT HOLE IN _`u_ _ � 8/S ESCUTCHEON Q ••• .:; BLANK TO ACCOMMODATEgr� . •, UTILITY LINE 1. - , PLUMBING, ELECTRICAL 1 W •� OR REFRIGERATION . - , . _.:'�• LINES DIAL THERMOMETER - z WICK COUPLE `1 Q CAM-LOCK PRE-FABRICATED ' REFRIGERATOR/ SNAPAN SON FREEZER PANELSb'DIA. BLANK :~ EACH TRADE SHALL S/S BULB BRACKET S/S ESCUTCHEON �� SEAL OWN PENETRATION PLATE x• ` '. , ; . R E V I S 1 0 N S Fon CrTY um oNLY ��.. W DATE DESCRIPTION APPROVED MITIAL DATE S/S SHEET METAL 55iii C] Q SCREWS REMOTE BULBJ ATER/SE • - ED iN `•• TVrr'�NC.RD& DRAM `z" _ PROM:COIL TRAFFIC ll t W Fl/AL CHECK 4 6 (J-) R/N j O AS CONST. O � THESE PLANS WERE PREPARED IlY: FOR PIMVATE USE W . MITML DATE W DRAWN C**CKCKED " �/ HAM LICENSE ICER ME �• . . P__ANEL JOINT .DETAIL _ co U, -- - ESCUTCHEON PLATE DETAIL DIAL THERMOMETER . CITY OF RANCHO CUCAMONGA � Q _ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION - - SCALE:311= 1 1-011 FRROJECT NAME —_I ...._.___. . .. W+ _NOT FOR CONSTRUCTION SHEET TME W (� AI?POM • No. DATE Y V614&6 MANAGER DATE CITY Emma-Em FOR DOCUMENTATION ONLY °As++EFT v OF Z7 3 DATE 9./ '> � - SNOOPa ."°wr"t'. CrrV PLANNER °IU'""Na N°'[fL — a.T[ .9 f S'--O UTMSI L RACK � 114"+ S� RDD 40" o- 3M WNG, 9 0.C. , LA� 15/g' # S/S TOW cy') I IG GA.S/S SHELP ' 0 Q 14 GA SIS TOP _ Q- - 40-SIS TOp VA PO R{�ROF ELM. � � --- 14 ir ' PUTLETS (t� I�'x 1 'X 10'tS1S SINK ul- ❑ W P CET AND ROTARY ' Asti � .� < � e - LOCKABLE SIS TRASH RECEPTACLE O UTILITY DRA)WK ASSEMBLY - CWRNL >�oKT>� SIDES �� CFMRA REAR J SIM IG GA.gS SHuf U'SH�L� N i 0 o I o tf- Z4- IONA I EM 22 TAB 1N S _SSC l � I M z S C T L� N � �� I �I w . u s n Ll SCALE S14 sl -4 SCALA . 3/4 =t -0 SCAL£ . 314 I - o KD N c .. .. �) _> 0 171, . O N $"3 cc 114"+ Sl ROD 1�ODKs , , I � 3'' LONG B" D•t. • . - WAIL SHWES W 0 L14a 14 a. SIS DOUBLEli �� -16 GA. S(s SHELF~ 0 41 8 PAN W BRKT �— -0 TO 4A.S] YVAL�, '� -� 14 GA-Sit SEMI- M 2-Co FLASHIN CaNC�I,� DRACIETS - a _ = 7 > O — o - N U _ 20 GA s s PA IXT WISPRAY ASSY, ► O WALA.. l,As}ItNG f-R16ERATDtZ N _ - o, w _ -- o 0 0 0 — - 0 0 1 T c�-• zs 14 GA,09 s Trop I4 G Ls1s TorTH Q - _ --- ,_ LIRE O�—=- 3" T s�rK �} s i N _ �' SIk K - M ❑ SUMP r- - I I >C T _ , , -_ PAS- ;,�, '_ �, Z W - - - - I-l0 I-ID EQ. � _� 2-D'h, I- 0 i I 0 I ! l0 2 D z _ E�. ! N I _-- - s� IG GA•sjs u S1+ELP urusNE w . - _ -------- _ — �, IG GA.915 SFIEI� ,� M _M � WARY WASTE tKoYtDE ' 00 _ o D 0 Tr Tr Lij - - ♦ O v / K - 0CTIOND ITS © S SSS bLY S l C TEM 27 E � IOC! SI T I 1 fG S � M T I �' T K� � A�T � 30 �L0 � �� NU �I -- - ___ — sc; N, _oALE : _Q. "_ ._o,f K U �, SCALA •-314--I =0_____- -- - - - - � I SC 4 SCALE 4 I Z CL. f— � ' U Q z _ z $PACE f Ott IC�. 1rl�k INE - - - -__- - 10'=3a --_ ------ �� — 2��� r - Q Til • . ___REF ❑ _ NoT DOG =- SYS.-ICE 5IN ' ° cf WARMER ITEM 11 Tow�K nM 7 R E V 1 S 10 N S aR,► oan �" w R �w > - GcE__MACflINE_ .--- --- — ._ ots o = DI SPosA� �EYERA � � —---- -- - - - -- - - -- - . - _. � oE » ..� � Q __ — _- - — aSMNSING _ P S _ z • CU�DIS CUP DIVE I ICE $1K TOMER -- - -- -- am. oftom -ASSEMBLY- �ZEl:R16I�AT0 _ PR._ __ __ _-_ __ - _-- -.. - - _ _. - I A Z — — - - -_ -i1�M .�-_ I TE N G IT 1�1 `7 T1 � AS�. O r _ � I�-GA.� CK�IS� WDRAWN DEnAL 0 � Ld ;, , I � > t I MA! l - , WRIED DD_ OR I'M �� � • -- - -- 'Al Fs T4 DEV. SYS• ��F,�DS1NC; -- ---- CAMMATM - v— 'I�9 �8 GAS 3 Wy _° :",' - ET TGE TSR- CITY OF RANCHO CUCAMONGA Q ---- - -_ -- _ - -- - _T i ' M M — -p CXXV*V1JP6 Y SERVICES PARKS DMSKX4 -� _.1TEI�7 n mus . _ CARIOATORDalk - _ s!T 11R ►- 11 Tr Tr Tr X4 No. QJalk 40 /7-ql COUNTEK -- 5 - - . - --- ---- �J - - -- ---- T - S �z g d ��_ \LDZ g •� =o ---- ___ _ _ z73cw a��l� DATEALE... �.. r ,�.� � Maow Mo. .a. 'WV�A,'W*Y+,u161,x, '.�RP:IFYR6M't✓'M'r':p•—.I..+.,r. :-W'•!hX•'•,..^-...,"IkMM. C.4..wr rt,rr..W[aA vra +.,v.•, w'f. ,'M'.".` .. ... ., "' , .. .. . .3,. r .* •. .-.. ._•___..•...n.......-'.. ...—._.,- —__....,- "' '.0. '' .. ,..;. '.' ,. .,, - • . . w .rt. w. Y i -s 4 r4. . V:`;+YF•'+4•IMvww. anY.. ., rRpW+Mro"yhP 'Y'-':.. n,. ,. .. x. -..+r -nt v...vi r.. . M u Nil a Jolil MAI PDX that;. .— d - •r I� ��• k •,,, � _ � G: _ "ASS MNWW r 1 • giy(`p 1✓ .1" j1 - p Y?�n7 Yt-r �► YygPIyO ly.'„ N [�y a' sy*V + r .r _ V " •1711., 1 3 • ia.Y.o s %`:: - 1 gyp'' V ►VY1. � t -- 3 � �•8_ t M �. rr .rrrw.,,yrr.'c.-•�,y:. — / . r/" yam► .' _ Y P _ _, '} V ..! i /• `1, > y '}�� �li+i.tl✓ W' tr ,y+.•,1•s•...,r-. ,:'' . x Y Y 3 q P � 4 A , d 1fiC - ,y. k ,,yIam� .s 14 NOW -� j o� ' s 4 c�dill t�liwV ITEM"I D 1 A �.�1 T �5 C T S e CTI0?4 C NOM-A V�tAt M r � _. __ __ _ - _ _ .. .. .-_- Y 3 � �a►t Y Vim•I - byv ` t ot� MO�d�[wow -PON I t • � C-A 6/6 ELEVATION 9 FRONT COUNTER — -- _ o .. -owe 14p GA 17EM 70 I REif _ j I 51L" -C^Kat NET NIAKMK T�y v iso C313 1 ,As� RCS. +�53 �' 4� I ! MACMI NF_ H I* It _ - _ CAgM lT �'G3 C^sm _ DMAW t lZ• BEV-Di5f. Ste'• PNAW E� t ,(3)7hKE r_Qt1A1.,. WtT� AWUsTAp�S�gyCs cn ELEVATION ITEM#93 FRONT COUNTER ELEVATION ITEM#71 BACK COUNTER.cr . lel I ^+ t E -A ` 6TC4 TOr t VI \ M~4ORN WA- �/-1 •w:r tf �. `A ER t NOTE.- ;5 NoTem Tot", 15m?k TOWIEM i — D T - ' 0 ice, M '' `ry' r - •. r M Cou.l�1N -- -"-- n _R 1°2� VESy L__j N vramf=y) 21 _ - - 6/s M400L CONC• '- 27, �____�_ � p _ - ITEM 5 I 1 T tM 52 � -- -- ,� 1 `�'i �;__ � � � t i b ITS AA�C�,o a z�L - - PO S ff ITEM b3 ITEM gd -ITEM'#51 ITE0 5G r � I 1 , ��sP�AY KOT Ch0Coc.ATE DISP _ -E — RErAY w�crto �Etsr- DISP POP COR � •+ � 404 2t-G� w 88 � �51=�Y _ M � o CON ► __ wA nM�� — —• — ! st' -- -- ItTt'�; X54 CO�bc P+� � r -_. TE� 57� (rF� i 11�Act�5? mcho C4,t J 1 p l I MAKcR CAZINEf NACHO C�IIP z Imo- _ CAW NET C (/ - _--- -441 2 SII ____ ._ rL�V/`\71ON 1T�M*G1' SnCTt . - w co .4 � • � • V " t 1 Y � y ' ItEM# 3b (4) �aurt ` cru^�. ) Tr11eE -tQi1AL f _ �-Vlti GL.V I _tCCAP fET� _MT1i ADJUOT R WEL�VES - -V 17h ADJ STAZLE SltirLYC.S TYPICAL ELEVATION CONCOURSE [LEFT SHOWN] iTEMiVas BACK COUNTER f 1 GA• s 14LLJ y2 sus Izoa scuE 1/2a - z :ALL R NOTA MM _ B C o Q A _ T�-A rti rt=-a Nam A NOTE-103 o A " NOTE tS �o A tr�M cs - { at_eN DISC'• Ty —• OL rLAN 177EM fG7 co a � D P 1 Tc GI _ a CALM! ,- _• ti i ...� Lij REVISIONS �amuKav •c . S S . MT. CJ19ti f��G. > i7Et�' Ct r �••-- 2. 3 -0 r fhS � 3Y gT. ori —� ate. SY3T" ^ — _ QAk:0 t,6 IN ` � U� C I ( ! ICL �s � .� .IV: .+...� . • t Tom' _ - — � __ � � o�'Y'YM�. Do" _ T cmucKm C^Sti tTEM�G3 c,,3tt � lTeMtG3 CAgt•! tTL��G3 � CASt� Std plt Ci BEV a+3r• S t AWet� EV DtsP �9T DMAWIM D RAWER _. LI WAIIIIIIIIIIIIIIIIIA CAltli4t�U'� iT�M 11 � C�rzaotw & tTlm II DMAW CAVLO TOR IT M 9t DM t;Att ITEM ail PRA ( + - - , WAAMw^ttrrt r�rcMt WAMIMM CHS CU O TYPICAL ELEVATION CENTER CONCOURSE [�TEMss FRONT COUNTER] _ - -- -- - - _ _ . PARKS DrvISK)N NOrr-•^ NOTCH Tor root ;se-EK ToWeK t�oTc• a noTcff Toy foR sock Towcr� - _ • N 07e- 0- ENLAut Tor rm rte-coRt4 wNW tE � Ve III b9-19 • � oil zz K70' - • +t [ %+} t .. _ w, ... T' ' '�_._ - '_ T .T. . ___ .yam + .. ' .. a .. - ._.... . ._ .. .» -. ..-..._-._• .. ... +. -'. .-►..+►.._-W'-.ti. . .`�. a.Qu r y;•..'�fIG�iYf +:... '.r.+w•+✓�^ ^ .r •=Y INA , E "oL^5T'C COLOR WMt �" INT�fV Oft DC�iGf }E f J kOLL SOWN sow �,ci P►s�� s i DODf� tiY 6•C 1" RW a+o p 4P"Ta- ' 11�TfoTt ST/WDW�S �' •- ,I• - r 3�• 31t � 2'0 YL II-2 1 --f- f")N(:*i O ST TANk , YWOO4•� W!Th rrt s/s r�.Ar�6c , AMINATE / MOLT TO Tap O r�L.A 57;c 4) DIasKINii +- !- / ✓ O MTAL 0 . 10 6.Aw . U) y — _ a ► rY MKI P•Y LAMI MATO _ N sT1 G -tp LAP$ Y'1 �cA5f1 1 P R4`N - KAw,, R �tS1L�,, - _ s ,f k � �--—— --�7 P "r n x- S/S G U SS E'S � 014 wo � =' '"' 10 ` - I BOL.; TO rLN• O I - - - �f 17E M f 9 I O _ N 1 MAW nx 3Y21k'`�' I SoK wou CONST. T^N rJAR� L1 ] ID SECTION THRU COUNTER SECTION THRU U CASH DRAWER A O BACK COUNTER SCAUL V FRONT COUNTER SCS: 1•=r-W 1 -0 0 O J C� 0- 3 r ... _ SAM k ►vA" � _ NLASTiC COLA Wks Q INTEA10 Z DESIGNE!"k x 0 .SPO�L DOWN � iLL Doom RY G.0 ROLL DOW? n , DOOR GY G.0 (� -- - LLJ r Lij 00 -CO11S 71,U C TWO Wr 314." � U PLY w Oop I`AC= ' C`O.,NMST�RUCT '"04*L I'3I/ 2L % T � � �Y C W ) loll MA STI C Th IN -i /�T E I ABT:C FtV G3 I 1.x.1 ' aEv �I 5:7 sY s�� , s = • YBT.�%1 cc u �C As'1 _ uj . jTYcD!CA .s � z f V .• 'c ' �7•� v r 5, S GJS3� , 5 _ • , ,i �� 1 I J- ms/ss'r',S_LA�NQbS_ • `t I OLT M !1.00, —' lip, 04 100 y 0 WARM 'tR co 2 -� 811 3J!�JIC I I Q Lu WALL `3�2 8 J, I NG S S; C1"`:CST �'� R E V 1 S 1 O N S raw c"vw�co" !— � I _ WAIL. F0� WOOD C045 TtJc- vj oriWDm —� I�;D^RDS � �� - 040 L o z Lij SECTION THRU SODA TOWER - o C SECTION THRU BEER • FRONT COUNTER SCAMt•=r-o• B vrM Kit wJnr: row rw�►�u.E W • FRONT COUNTER sC .E��r-o• •.n*4L CWJ1 w ONAWN u > oar C a_ LXANNK N� P" 1 '. . CrrY OF RANCHO CUCAMONGA � COMMUNITY . : PARKS CMVISION � • rwou6cT� - � • JOr Dom $Q--1411 r 5 an 273 oF 272�1 Z", � ' ar�� , �'w►Tfg q g Aw 273 IP _4X __._