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HomeMy WebLinkAboutMilliken Park y . .GENERAL NOTES la All work shall be done in accordance w°th these plans, the City of !p �. �r�`Q�r2� Rancho Cucamonga Standards and the Sta Bard S ecifications for Public A - - it E - BENCH MARK NO. 96-B DESCRIPTION AT THE NWC OF HAVEN AVE. & Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adhe once to these Standards and r' UNIT TOTAL 19TH ST. , 44 FT. W. HAVEN Specifications. - 83 FT. N. 19TH ST. SET qN ® /� Tit L .�2" �:. , ® ®� _L. GAN G.�' 4� ' lO DRIVE PIN w/C.S . TAG IN TOP `/Y�TAL-[- -,T THE E. END OF A HEAD WALL . All pipelines or substructures of any kind, telephone or power poles, „ _ /SLA water meters, valves, fire hydrants, etc. shown or not shown on theses r plans within the right-of-way limits or in adjacent areas where '' Q / TALL " G. .� --,G G,A N FOR 3-24°° CMP--ECFV. 1430 . 686 455 improvement work is to be done shall be removed, relocated or protectedT. , in place as required at no cost to the City of Rancho Cucamonga. �r ►� H. 'A , '' G N r H. GlTYV= IV . 3. Any contractor performing work on this roject shall familiarize him- �'�'- ' "-� 'T '"4^ • `�. _ • f self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- A i2*' 7 G N T. ,./L//YCT"!QN T L/GT-U 'AlT . NG2 tions, wether or net such facilities are shown on these plans. � ' G' lV 7 421VCG.LA F•T I/G.. Tri/ T ,q. 4. 4 A permit shall be obtained from the Cit of Rancho Cucamonga Engineering Al. ?',S; � e5VIYaT 24„ Department prior to any encroachment or construction within City of Z../ /7 Rancho Cucamonga easement or right-of-way. G/Y5rAG.L_ 24'.• �A -GA T GG/Yal'Z�PZ�"T,E7TG'N !/Sl - W n! 2424 -� T,q/L. /�' T' S. All grade stakes shall be set by the Co tractor or Engineer. Paving `� �/y�j�L•�, ,/ 4-2_� /mp, stakes shall be set at all hinge points, edge o£ pavement paints - G- 1,!7& within 0.01 foot of sub-grade elevation and at not more than SO foot TALL A74 AIN intervals. �f G!-1!” G. 1V Additional paving stakes ma be required by City Engineer % = L.� l �• as needed at warped or vertical curve areas. 1. A CONCRETE COLLAR ISREQUIRED WHERE THE CHANGE IN GRADE EXCEEDSf 0.10 FT. PER FOOT OR IF CHANGE IN ALIGNMENT EXCEEDS 0.10 . PER 6. All sewer, water, electric, gas, phone fr other utility laterals, FOOT. ' mains, or crossings shall be constructe 1 g prior to paving. 2. ERE PIPES OF DIFFERENT DIAMETERS JOINED z A CONCRETE /C Al< L!T` ! .r `./P,ICt/ ,�" A!N f�//� I�YI fr' COLLAR- L D T S BE THOSE OF T GER PIPE. 7. Compaction tests of embankment construe ion, trench backfill, com ' WHICHEVER IS GREATER. D D1 O D2 M A 7^42 77i� ,4J"/ /�A;T7 1V ,� G/TY !�'"` M7-ArI s'' ,rA//Y/NG XAG.G TA/G ,yT" paet�.ng original ground and all sub-gra es, shall be performed at no 3. FOR PIPE GER T 66» SPECIAL, coREQUIRED, DETAIL ISL /C:77 cost to the City of Rancho Cucamonga. written report with these 4. FOR PIPE SIZE NOT LIS ' compaction tests shall be submitted to he City Engineer for approval TED USE NEXT SIZE GER• prior to the placement of base. material and/or surfacing. 5. OMIT REINFORCING ON PIPES 24" D LESS IN DIAMETER D 0 GN T `'f T UGT. r<� /TY T • A �.L`' WHERE ANGLE'A IS LESS T 10 0 . PIPES G=�?7.' _ a 7,Z,- 8. At the completion of paving, a material report shall be submitted to 6. WHERE REINFORCING IS REQUIRED E DIAMETER OF „ a the City Engineer. Lising all tests or determinations completed to S HE D + (2 X W THICKNESS) + g», CIRC TIES C.9 G4/KSJ: A-rmlmmga UIr/4GG P,61v. agr.411, /� oNg1l,eeTNo,2 . G F. 473 verify stability oil content and Grads ion of asphalt Paying 7° WHEN DI IS EQUAL TO OR LESS THAND2, JOIN I RTS D , N D1 ISd _ �° c,onr5r• �/elv�'re,r�r.�fNl�v�w,�GG �,��Grl®nv� 11c-c�, "�-�� � "�=� '') ��� r� r Na. GREATER T D2, JOIN SOFFITS. 9. Prior to installaticPt of any �}aving , a aterials report shall be 8. PIPE Y BE CORRUGATED T PIPE submitted to the City Engineer. Listin all tests or determinations , CONCRETE PIPE, O REINFORCED 2/ �'�'QC? G/4/YfJSG I/f/6 /T CLTY aw6• I/Q, 99,75, 04 2¢.26 O/� •�¢arHE�TS. CONCRETE PIPE. completed to verify: = Sieve analysis and sand equivalent of aggregate base. 22 7N,S T.II[..t... 6` P.V G, C rE',35`} �)eA'//\C f'/PE _ L.F j3 r 10. Paving- shall be performed in accordance ith R-Value and Pavement tests taken to determine structural sections ( rior to final plan approval) 1 M 11. When improvements are to be placed on native soil which consists of a I i rocky material, the sub-grade shall be prepared by 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 natives material. __J 17 12. If the asphalt concrete is to be placed on sub--grade, a sails sterilant registered by the E.P.A. for use under AC. and P.C.C. shall be uniformly = # appmanufacturer'sI it i ® 4 f 7A[N lied at the recommend d rate for the full pavement j width prior to paving. t t r tri A"_ i f r '`.�:.:.r :j , �� u � 13. Estimate of quantities is provided by the Engineer only for the con- �� venience of the developer, the contract �r shall make his own deter- IVRR .ti.� �' � ^1 i' urination o construction quantities before ;7 -AG ,. q re a b id. Any k t t �7.,, - ; item of work required by these plans which is not specifically listed in the estimate of quantities shall be 8onsidered as included in thed:. ? m caw � re r tt t �H � t . other items of work. I ► ' � t i � i i ` i ..--'••+.,�` J" r. { - (�E;;�`�t�. t /+. Street r e eCucamonga AD'-'W .., 4; dna Z • 1 t signs per City of Rancho Standard Numbers 401 and 402 ' ! . . G ENT . ® �.. �6,6r`� „ shall be constructed at each intersection. i i i TMi -' wA r` J { -i i ^PARFAMILY �' n �; � 5 , � a IF 15. City approval of plans does not relieve the developer CONDO./APTS. 9119 p r from t , - z o _' 598 UNITS for, the correction of error and omissiondiscovered during construction. "� -' �^�r�+- .: 13 ACReSw } _ Upon request the required plan revisions shall be promptly submitted to �� ; ® � �—�- + t � 6,, 18.98D.U./AC, „• the. City Engineer for approval f t 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon t` r request of the inspector. i i E u GAT/O/Y 17 Native sail to be scarified or rip ed between median sorbs prior * � to fill placement. t t f t r -- rZ 18 _.Z. R l Y i i �K a- Contact underground services alert as required, two working days GK � `^'.'...._-.. prier to excavation. Phone 1-800-422-4133 . Provided for your convenience are the following. LATERAL `�4" � rd lr-i IVAT Z_1A1CAV0r"A1A1r,411V&1;7 KEY MAP A. San Gabriel Valley Municipal Water District Y G/TY , Mr. Bob Stallings (213) 969-2718 GRADING - INDEX NAP- ATORK DRAIN INDEX NAP NO SCALE for Base Line road construction S B. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (714) 798-7739 1981 .- Lugo is Avenue Redlands, Ca 92373so 7- . PX10A Tb N,691 GON60eaCrION, A✓oCNr EXCaT/NG/�RE.. :5 G4NbCfl4it/,��CING5GR,6c�O rIo!/NR.4!�NvTAYOc a'OGlCar`r)T,o5YNT/AYET//NO N .4ac> j / /7- P� 1 7/0. Cucamonga County Water District (714) 957-2591 p1N,6 . r' 9641 San Bernardino Road lVt� '~•--'`"`� ,��.xe'oi�trrt TcoorVrcf�3�r°' �iY�/NE�,`e,' GOY( SCM Al Me c17 I✓Rec R a / /6r,,r 1sr1 IV !!` 0/6,457wT Rancho Cucamonga, Ca 91730 - BE�acAr� 45 NEel�,1ANd ANY Jft?.aG ltf a5,5E W501_t 5 001y rll/� ...,...1.. 4NP_ 4A1c FBS A � �� ti� a FA6tP17Me 9,4rl5�46r101V ar/fE CAry EN CN,&ER. AT r1119M11yr$ r�Cr N0.1A5•26.,(8-06 96) _G nE NEV ONyTAlOrCoN CDr/l/2,q0ro1,q StCfGG,8,4r ;1VONSC GE11ralqfNo. C E. /�IACNT9/►'A/ di"l3orH 7�C�' /vEty A�'p EX/5rCit/6 ✓o 71 ,dE!/E�OFLrE L!l at.��ll�/�T" ! 'c�i G LG,gf�' Q!/,4Nt"!r'Y 7"H/� SHEET ,�. MetropolitanWater District (714) 593-7474 cRA�E� �w,uL . f�/fGC �f l�tACrt/T�N,�/v��° RN9lL3CGlJ'YCc'Th' r¢LT�' � { P.O. Bax 54153 s. ���visy �•� NCI /0'5 ,4 F`O/e A /t?CN�MU/z! ®� O a/Yam�4/CrE� . e I I o REVISION Las Angeles , Ca 9QQ54 ,Cc -U1'1N,5pn'Grl0l✓p/� c�OT!l �iF'ft,�a /a R�"QUIR�4/'°/e1U� 177"6 � IV.C7, NAr44IZA1_ GIry5 /4GCE/0T/`R/}�G6_Of THE"Ne�V lf/4'E� APPROVE Pacific Telephone Company (714) 999-5639 ,�Gowt.snr,� IT �A IN AA Ur "N G. Southern California Edison Compa T"� 7'0/� pF ��.vr'� _. _ p (714} 983 °1746 H 0" LA%;UC & M G A 422 North Second AvenueIL Upland, C a 91786 (��z3� �xrsr. _ V�►T'/ori _ ROU(SH U10"kRADING" P"'LAN 9 The. final or surface layer of asph ltic concrete roadway pavement shall not. be placed uta-1 all util tieG utility laterals within _ _ 0. e ' � .. the roadway have ,been installed, a l on-site improvements including all grading have been completed, nd all unacceptable parkway and roadway improvements are removed an replaced to the satisfaction of the city engineer. PRIVATE ENGINEER' S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR APPROVED Y � DATE ,f NOTICE ° 0 On the interior streets where sidew_ l is adjacent to the curb, the THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRALTO + �.- � . �.� R AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL VERIFY .";, rr` •rpv... . .., ' RCE No 22W7 installation of street lights , sire t signs and fire hydrants shall STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDI ALL p be located behind the sidewalk. TIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO-- CONDITIONS AND DIM DESIGN PREPARED IN THE OFFICE 1 Chu Street,Suite t AVAILABLE RECORDS. ENSIGNS to INC. �� RECOMMENDED TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALMADOLE AND ' . NGA, 91 � NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NO L DIS- sj® I PIE E(714) 1311 L WORKING CREPANCIES TO THE ENGINEER CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE coN uNDLANDiL ENGINEERING FAX(�4) PRIOR TO THE COMMENCEMENT AND NDP PLANNING T PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILIT ` NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE Y® REAL OF WORK. �. • OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. . &IEO / / I Ilz4no- srjffPrr6. WjWAI BENCH MARKO M AAarMAVr Fri. � DerA/L "C"�rro AE:'7C"!F: NWCAPK NO. 9(,-B EN I -� J ��; !WC CF }iA�F.N AVE. L ' VEN X4494'4.6• AWIZ. / . h '�Pi T: ,N44 Fi9'I'E1•ST. HASFT t \ \ CX/iT W/Ms AOU — - - ?. PIN w/'.:.S . TALI I.4 TOP ?iwr//1i9 /Ow/lc A p_00e/Vr =i.. F . F:'::> Of A HEAD WA; T, \ \ j , /fG4LL sLL TALL -+CGW/ � -24' C'`'i`--� }.::':. 1430. 686 / I L'4'4A,49 VOL/GE "AQ4M $',p/A NOGC AF �,►. s r1 -- - -- --� 4'42G "AX. • � Ili — _ . _— — - _-t .,....--- � •'�"'� • a J�2 / — /1'w /Z" rimer. 43CA/N AzVK i I .� - - ! • -- - 1 - � woo uv fare�r rlaw'cic i • � � -- - - - -- } - � �¢arc uwr(rrr�J w,wrH - , CONSTRUCTION NOTES J I .�Aed/�v 0p -- /N5r/I L.L 2�" 5QU.4TCf0 /"7'��-G�15r GOM.rCG'TG� DETAIL B �TGh�A40//Vti .l c 4WCVI ^CAG.r *I i. AG. i I - 2492'f - f C TSL ON a<iffT. Z. n v4owr z. _ RETAINING WALL SCHEDULE " r I KEY A"SIRS Ojo'�1d,PS � 44R'S 071CA' P'T6. AWAVIV .1 / 0,/ /'-O" (v" 4!5 4W 24" *'d,*t.4 x`4324" 4=CY AS REP;O. — —— / E/�GE Ole EX/5r 5 -3"T17 7'--•`" 4'-O" /'-O" 4," 056v 0- ftiC/p" 4`4e/Z" max/ r.4 yr IV//416 mai. / NO 2424 BODY ii - 2 1030- DETAIL A TYPICAL FOR BOTH EAST AND WES1 ENTRANCES) 23 F ' 41 >t acB W a\� ilk Y a —t!�_ _� -- �� �� 24" X24"CATCH &4SIN K WITH 5" WALLS N SECTION A-A CATCH BASIN DETAIL v ro YLKiNT Awn NWI O 2424 CAST KI • ARICIIAT 6RAT ® woo • �V4'�'�r 5' �'i •!►fix � ' tw I PrP 5•t /G �x �" :�� ,/ •����� `\'� _ lI 3 / :i =s rr. 6*1 VANIUP GRATE DETAIL SECTION B-B I/i1R/ES i—T l iv pro/isr" ��R?'z'/-arsvc,-ieo ,aorrOM or-ex/vr- '%mJjp Q 1 0 • r11)Y ;oL. 44a4,C/N6 I CAV. 9WX 6"WKT oR MGlrrAR �rL.[. �"Cp►C /ff4G/�C I . -a" /'-3" • Q C �_Q• " /• •. • ^044 /0_*4*XVv QN�fl�GrJb/V.S "/I j�" Jr ff-0 CFSCRIPTION - f REV ISE �al-K .gyp//Vr W/ " rX P� �Nr DATE APPROVE I*VLY5ULr/CD rNYKOL eX%4V77 GGA O&ALANr USiE4W42 JLwIN& „ 4 __ CITY of RANCHO CUCAMONGA &fCA,Ke rAeiP'e Ar _ --_ • AU4A fiL�IC/"f��('C Gi�.�hVr .'Cr!r C:,t� ASSOC::,� . INC. '� �- EAST GREENWAY PARK DETAIL C DETAIL D DETAIL E ''' Q MILLIKEN AVE. PED. UNDERCROSSING • –� — WEST GREENWAY PARK DETAIL SHEET APPROVED 8Y ATE FESSj, NOTICE CITY ENGINEER = -- -- RCE No ?7397 T�r � CONTRACTOR SHALL VERIFY ALL DESIGN kiiZ AND TMMC• RECOMMENOED CONDITIONS AND DIMENSIONS OFTHE NLAWEMME 81 = AND SHALL REPORT ALL DIS- �,_,p,�G.�' �ONMxnNc�CrVL wowEMwa Q F ac m CREPANCIES TO THE ENGINEER A�°u�KA�Bwq PRIOR TO THE COMMENCEMENT DRAWN tOWChurch Street,BulleW SHEET - MMCMO CIICAMOMGA,CA 91M OF WORK. M.A.G. 11"m(7m)"s-mt 2 OF 6 • CAIIF�`� CHECKED R C E No 1¢� pR AW I N G N0. TE FILE No ,00-7-Wo 00 -�- �ic�ecr •ATG i ' 1 vt �,""' .r,C,'TL._ •�!7 (4 f Q FOR R `. - , . ..... SEE SHEET NO. 4 G ALWAIG DESIGIV 0TRj ASIA < �v `!'�P�n f � �,,,e 1 r-.,- �P —•® _ ,` ------_�' ,Pt/ /� a P/'P '' ,,P''`..-°- \"'`^c f �� ~``'"-.',�. -•1 ,.���"..a ..--�/r.-..-""' � / r AN el 00, 8Tla R 0 ►1 a ,� /-1 `r /257 /5 /�"ar" ��. T /s ss 11 le Ey Val �,off -- - r ,/ l r fir® ' ,'e • d /r e /!• 1 SECTION A, (� Ut (P f IV r Ile Ile ONSTRUCTION NOTES, Igoe �9.l T. " T GGA TAI1z_ //YV, �` t7 T 1 ► \® /�° 117 1. d'[t�� �°�) �f • —/� , ° ` f ~1"� r /'� !U f(7 /�4.� `7'!! �L✓� /` 4s.Q ! LiG//Yf! WAY 67Ara,I a'Q 1A �- \ _ `fyy D '"r'` -'''" __- ___-- `t cr_�• �/;� . ._. '� ,. `� /// ` \` !1 11Y TAG. / !! ,a.. v-G A R z,-,q ,, • r rr 4° /All /� r<� r r • IV `® \` ,�`�° �� - ` ��< ,` ` "x, (01 l p - /�'M. Hir T !"l-AIV ® / lol r r ® /^/ r, r®�,>+ .` r�,,.-.,.,,,,. „,.P" ...✓ f . ra/ to r � , ' 2 /!r //� i' ` t ° • o r 1 2 / -.\ ` ` !r Ci j'/ /�/`" P�' 1,�`T/ "/�"•!/ -laI f r • �" A r/ cTfc2iv __�l�_ �, t �� o ��� l A1r .1IAICr r u P - i �t ` a�; ., _ N • !. P ®! G!TY' %' " • rte- ' n r rrr� t°, -"' .,' r �•7,-" ` . , \ ---- `. 'Q Q /1ISTL L. (K171 '•3 Ii11�1f� • - v r 124, ♦ I ! - "" - -'/ , I rte^ /rnn!c Ll Ile 0,4-OKO ZL— Loll l)K * I xv �i ��}r f' r/r ^l fr,,,,.-^- ,,,.✓ `,,''•'` /`•^ `r /`® !!s '4^°1,.. ` .. !' a �.�`♦e° f °♦ SS G7 .$��� ✓ �\ /` _ '1 °`r ...,-r'Pr J ! - ~ t \ e -- ' t ` ✓(� !� r^ 49 1 ` CUR VH DATA It ♦ a• �arrtfir' r rr r 'S�✓ P/' r 1 ` QN ell / q «�. f '. ..J / � ®-.....®"'` `,_,,®- „ /� p • � � {..rL+ ®,�� /J/�• � •e.,.�l/�` � ./-�/ 'f.�.�rc`..r�.s' 'r �� '" .®'f•f r /®. f•" / 00 A fV 'r �P - �Q tQ �� /®�!d' `"- ~� \ / �U ( , ♦at R _.1 � -, r ,� \ ?'.2� �,29 14y1 01 !' 7 ♦ ti s �� - ` A7' 'r / ?OQ ,,d° .r/! ` ~ t`� `' `1 ,� !°'/�!v 4L �- a r ► r rr ` e •P r f r ®.��j li(A .. r...r/ t tJ Q•9.97 r ---- _ ,"^�`P `♦• .P ',�j •,'` ,,•'"".'..-' �'' ! \ ,t• , •!, � �. � SECTION B G",� G�G� Glc.%' /lC.,? ,�//�`.�,c� .�'"`'" .,,•�°® ( k /°` .-- ® :. / �Q• r � ®"a r r ` ® � . ` ` f �r Pr r s•s'f P 'k t� ,; �, �® s r/ fJ f �-��p®��j' ♦ �! Q,4t ,A. ,f�' O.f 'l' .°�•, • � . .• o.�o ;` r p� 'r ��„rr r r �• ✓ ✓' r • G ' r,:`-Y"/1.. 1 ♦- .'LGA' L �� � ,,, apt � �' ,•"° r• �lA• _ ,� ------� 3N� ! fr f° t / � t t \� � � \ \ ..c.. �'G� t'� Pr .`P�.''�.G�G'�' 7a r rte-, r t f ! P• t ► \ ' ti a "`l/ C/ `Gr�G! rr �7 r " P',,/ f rrG•` /�� !F. . a �.'��T "" ,.._-®,,,,� 1 �' '� P 8• -~�'"` ..,,.-,._.........r'"..•._«-, r„_.r°'^'r^'"`. � i" (/y t !G ` �14'N*­N //�� Y� ® ! r°/�G" Cs'` r�✓n".^'''/•�/,�'" , ,F^'ci' ' � f _ � t --- -,. �`C"' '�'"• ,,,•,..---"-•.. ,,� f, ,/ ,,._. _.,, ® `CSV ®` — - \ t 1 ® r,---. 4.IO t/. 6 r LT 1®. �/Y 4 ��'R (eta `°` 4 ® , C� r •�✓.v r V r .-- rO,.C? -^a .« .♦ (Aro i o A /��) i /1`?r�.� '°rte rQ1 t® p/0 k 14, r (}� ti� / ! / ® a ®� f r!s' ® t } /Y! ,r l(� U M1 ,, a p� 4 r- 01 a 0�-- � ®� —_ —_, / .fig P r +'; T�'T ♦—,� .��• 00 °� l� le uz c°-'° , ► ° � lD��, _ _ �o �' - rev- ® \ ',/ ♦ r`- ~' '. �. r 51 �/� r •P �?'• ^-C/ `t ` `/ 1 '� ! //d, /A/. f y�• h rn (/eft / K/ G V ! '�-------""" (•� •89 c .. - \ . Q� (r•nn t! r/ • v1 .P',' 41. ,P `v�• / � `'�.Gy r t ` :; �"`\ , /• IrIJ • .`� !� V% , SECTION C C o I ❑ /' ;: �` , A _ W f 710 , A NN " vC-D IA/ Af�,JI/ST Y.� �/ l •� 0 , rr ,, T J . P /? s r r,..- - -- ` �, ` ,P'• r,f , �'° ♦� P( � ' /U�O .VAGL fi�f.4t v!'G7M/.� �D -� ; f'` f`1.�' DESCRIPTION REVISION Ct •? L APPROVED. m//V. CITY OF RANC` "0 C" "CAMONG7.3J6 d ' MAX. MILLIKEN PARK SITE• - rte`• r _-_, 0 ` t` r Vl .9► r �� �'s�,•s , � \ ,spa � \. .� .� � � � � r � � °„ • a G �/ , ROUGH GRADING' PLAN SECTION D 4w D ,.;0� P vv APPROVED BY: DATE. =111_;�14 _11 Ito -------7� �/• r y 4q a E CITY ENGINEER BENCH MA AAA AND MID a a ` DESIGN ASSOCIATES,INC. RECOMMENDED a�`��1 �. ----� ; f -. ► '� BENCH MARK NO 96•-8 1 -- 9C't►)' ' ~\ e' '� 'r / !I ! ,.\ c� /�C'. P CONSULTINGG L GIN T S" I /! W AT THE NWC OF HAVEN AVE. NDPLANNING I r 19Th ST. , DRAWN 1 Chu Street, Its 107 4 4 FT. W. �^ HAVEN SHEET t G NGA, 91MO & 8 3 FT. N N. 19Th ST. , SET M-A.�"i, PHONE(71 ) 1311 OF6 SEE SHE � • DRIVE PIN w/C.S. TAG IN TOP AT THE �E E. END OF A HEAD WALL CHECKED � � DRAWING NO. R.C.E.NO---------- FOR­,LEGEND FOR 3--24" GMP----ELEV. 1430. 686' C/TY � Q � E FILE NO ._. _ . - s 7- 114f ffT NO. aPr W . k Z r r iN r l C~ - --, wee 5 0w 7 �r�R. JJ J�J J. J :J J r-oW diva 4IIIVIA090C,sOVW W -J L eo+ 0 I � I ri I Ikr illillillillillllllllIIIIIIIIIIIIIIIIIIIIII1111111111111111111111ililljlll11111111111 - ------' ol 7' ' ,so. p:� -------------- ov 57 JJ D .PE/NF. C41,C'.Qq•1' " �w�----__ . �---.. �,� -• ,• ., '.. • • _ ;. . : . . • 6a CONSTRUCTION • o`. C ION NOTES / CIT--- --� --1 ' �- � � � . - '/ "` •r � •�:� /wTALL Q4` owu" rO �pmc G4vr aawm&re z rH aWA.IF OI�Y�3 A(G. 2414 SlaC IAWrA44- /0 �C.G.Opp L~ RI IN /ti1/. //y ��----___ � q I�a P --- yo= —r---- �f % 1 f�T 1- / •51--__ - � i i U A ,C v 301.0.alv 24.01 Y —� LL W ` Y U LLJ b _Z R Q 3 U • W 4i LL V �G+' I I V /C3 d7' YWC/r3 G' IGq,P/�5 5 M/ J j2 73 I N.col s kt- mle ocome -� _ ---- �� --r► MAX. - •aux. Ndi SRI SIBS! 10. 3 A SECTION A - 1.-*--- y' ! •. - SEE EA8'I' GREENWAY CORRIDOR GRADING PLAN 7 / . --� J •4 �r� I � \ \\` © / ^�/ Mr+x. s;/ ,4s /0-p-?0000l Ile DESCRIPTION OF REVISION DATE APPY R VIEED CITY OF RANCHO CUCAMONGA WEST GREENWAY PARK } �oQaofTO#p EAST -GREENWAY CORRIDOR - f�ViSE I 0YAZE 9 PHASE I gum— w No. 1 8,i '-+ J ROUGH GRADING PLAN OF CkUi APPROVED BY' DATE: ; � BENCH MARK: CITY ENGINEER PIC.I- NO. j DESIGN ASSOCUM INC. RECOMMENDED L OF THE INLAND EMPIRE 'p. 40tH-� i BENCH NARK NO. 96-8 GOIUMTM CWL BOGN EEM4 pc -��r AT THE NWC OF HAVEN AVE. i AM LAO KAwM 19TH ST. , 44' FT. W. I� HAVEN DRAWN toot chlach sbo" suitewSHEET t 83 FT. N. ,,;t 19TH ST. , SET M G RMIQM CUC'AMONOA.CA NM 4 � 6 DRIVE PIN w/C.S. TAG IN TOP 1 (7%)04&-Ml AT THE E. END OF A HEAD WALL CHECKED DRAWING NO. R.C.E. NO 114 FOR 3-24" CMP--ELEV. 1430.686 G/1-Y E FILE NO 4/0 O -�-- P/riVCCr e?HZ:7Cr 1W. � ,arm ,carr . 1 ; CONSTRUCTION NOTES BENCH MARK: a— GGIf1/DT" !�?;Khl BENCH GKWv A• Cm A '/mom G/rY vry ATTHE NWC •OF HAVEN AVE. i IYR 3/O 19TH ST , 44 FT. W. I� HAVEN & 83 FT.. N. It 19TH ST. , SET 0-- lAvrALL 24' oi4l.Ac,mv G4mq • DRIVE PIN w/C.S. TAG IN TOP C>AS/N )OMR AARGQr3 PAOO QPV# NVQ• XW04 - JaM AT THE E. END OF A HEADWALL wcr ll- cw VA/r• 2 / FOR 3-24" CMP--ECFV. 1430.686 , ,, !J r61v3TALL /O'A.G. i . o- 3Zap Z 4" .* Q}? I I � _ TRACT �� 2 3 1 1 f1fo i . 1 . --12(03 Tic My i9Z7o� 4,0' 1 i -7'1-7 40) Is�11 -J-70-00 B — 14 13 \ �y ' fB' �° G`'X/Sl M.H. I 'I ryf ,� C / ��•�. a h q� 6. 004 o W �•i z t� s' w a N y �• _- - ��s G I o p h �eclCx/lNpfr / OX �o LL s•'o f`w. , 4QQ`a \ b sic o Av* • 1 s' . "'►u 4j w 5�' r . cA Ao \ � � 1 F� •� � � /G Irk 3:/ l • � t• � / � W aT o \ , / 1 ,,�✓ X1.3!/�YY. _ G Acp OZ \ P M• /0295 �p V �\ 11%9 SEE SHEET 2 FOR SECTIONS AND DETAILS 1257 CURVE DATA d R L T bESCRIPTION of REVISION DATE APPROVE ,tip a ,o- -mow /map Ile,la o '7.39',2" 104900 2a•Z7 ,Z.a, CITY of RANCHO CUCAMONGA v Z3Z3 gMaM �000 /o•c+v EAST GREENWAY PARK 52 MILLIKEN AVE. PED, UNDERCROSSING WEST GREENWAY PARK DOUGH GRADING PLAN APPROVED BY DATE ? !; tcv FESSi CITY ENGINEER RCE.NnV-4? Qt�U o DESIGN REr���MMENDED ?ON / OF TME MUM EMPIRE v. q'3ep f++ �{p /P ,2? 00010xrn c avw ENGMEWC Doe TSS/1• OAM LAW 4 No. 148P m DRAWN: ON-Church ss..t ,Su.,o7 SHEET # , * .5. �E.M. ROM crul Suri" 5 OF 6 CHECKED RCE. No M¢X_ DRAWING NO. • � cAvE Girr TE FILE No.JAL �� -� BENCHMARK BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W. HAVEN + - - - - T. , TET -;O / - - — -- i 8 3 FT N 19TH S I DRIVE PIN C S TAG I OP AT THE ND OF A HEAD WALL i FOR 3 24 CMP--ELEV. 1430.686 S 11 , -T • - { - - - I - - - - - - - i • qu -- - - t } - - - - - 1 t l 1 , + - - 1 • t , 1 f � I , ii _ 1 rt .'ea I �4 • N kf /0,7 z • y. t Qt'T - r ! _ D• - - - - -- - - v _ I 1 1 z I Z� { '� 1 jwr , �, � it f �• /N�T1L. / 2 '� 'R;G. V : is } I • \ I FI _ _ - /NJTALL 27� Lam' _ - - -- - - HO . l a s 1 I - - - - VE ? t W 0{00 1100 2+00 3+00 4+00 5+00 6+00 7+00 8+ao 9+00 10+00 � F/JrGGrG" G�Tl�,NS/ON ���---��c roc. No. /3afa MILLIKEN AVENUE , A ' 7/' G = 2.4 ' p? 04 o Z \I Cr a 14 L = 24' $.g�� ti 1. uj LL ' �� C4 Q \o 4, 13273 00TY> � h V - swe srve-er o _�W 7.05 O Q 7 8 h �� Q W ' O Q V II / _ ¢���g- G0ArmwrTO e)wrG•d /t/lo9� e .4 so A 4' o-�¢~ 0 t 24" 0 +� 0 Q A = 77" SCC 6iHCCTJ \ Q / \ -off' & = o. 2d' �� > 7 7 s 42 F �• A /O � Q 3 60 f2" 0 V ` DESCRIPTION of REVISION DATE APPROVE rte, CITY of RANCHO CUCAMONGA49' 8-30" w � � � � QR /C=5./5 5 , O O N4 CONSTRUCTION NOTES � �,�N `1. � � �``' �`' X900 6� L71=42" >Na. 1481 EAST GREENWAY CORRIDOR " E-465 F 3�3 MASTER PLAN STORK DRAIN LINE 5-1 INSTALL 42 R.C.P. , D PER PLAN. ' } I NILLILEA AVE. TO 1000 _ EASTERLY ��___. " U INSTALL 36 R.C.P. , D PER PLAN. I I DATA of ckgi t 3�- INSTALL 30" R.C.P. , D PER PLAN. AND 5-� "D" �LTAl9k5gR/N(i ,rs+Q1uS l.�iy./vivr. rq/v6CNr NILLILEA AVE. TO 11Z _ MASTERLY , ~ , CONST. MANHOLE "A" PER CITY STD. DWG. NO. 510. 'Oto Gb 40.ol0 749, 69' 45.49421 APPROVED Y A i CONST. MANHOLE "B" PER CITY STD. DWG. NO. 511. © .�90.- G T Y ENGINEER `� RCE No 22397 /7't� ¢Sab' 887 �' ESIGN � XIAT s,arc. RECOMMENDED I I 6a— CONST. TEMPORARY PLUG. Q�l.Y�. C 6'8. OF THE MOND EMPIRE r•�►- • �.3G CONK&nw cmc E+Gw E 7 s��• iYss�•�7'pZ'E AM LAW PLUMM � 7�CONST. JUNCTION STRUCTURE "A" PER CITY STD. Dfi1G. NO. 508. �30� W N ,o�m cnwa►scr..e,sww,o� $ISE T � 1 8 CONST. CONCRETE COLLAR PER DETAIL ON SHEET / ~ /2.B5' NwcNo«kms►,a nso - -- - -- � �1. a N e7'010'4•!i+'E. P cr.,sM.a„ 6 OF 6 1riILLIKEN AVENUE qo- /n�srALL Z.s",c.c.s:, ,v c rrAN N az-41,10- ! �o o MECKED RCE No 14011X DRAW IN G NO. C/Ty TE Fr�E No��- - r • f'ira��cT OHeCr- vo. 4011� ; DEVELOPER/OWNER AM Am p S omes EAST GREENWAY PARK CONNECTION AND MILLIKEN PED. UNDERCROSSING SOUTH�LRN CALIFORNIA PM 11287 PROJECT MANAGER TOM DELLAQUILA MOUNTAIN BOX O O • • • LANDSCAPE MAINTENANCE DISTRICT 4 UPLAND., CA 91785 714/985 0971 NO, VICINITY MAP- GENERAL NOTES SHEET INDEX — X TITLE SHEET I CONSTRUC77ON LAYOUT PARK 110• • •• ww • • •• ww 1 GRADING NOTES iRRIGA TION PLAN 1 ® GRADING DETAILS t t GA 77ON PLAN PARK cNArrEvaIRRIGATION DETAILS 06110 C GA CITY LOWTIRMGATFON DETAILS Cott Ka o GRADING PLAN _ GRADING PLAN PARK IRRIGA TION SPECIFICA TIONS _ icItion TREE & GROUND COVER PLAN .. . accordingt 1 t t t o r u tr :. ,.vSTORM BRAIN LAYOUT ` w sr �.�. _ .� .�. _l.n. ...._.SE®F •T Ill ..... ......,. FE ArHRUB PLANTING PLAN � 1 At Ow coniclusion of rough gradIft. an agronomic { repon shall be furrWShd 10 the I Inspector {{ such (*commendations ham siuch • r shall su amendment recommendations t n ONST ON LAY UT A G COVER ..stoo 00"Do $ G SHRUB PLANTING P"N PARK Y\ \ so 4 r 41hundred and sVhtyi$O) days Is required prior toAns) acceptanceCONSTRUCTION t 0 ECT SA . t { { t , raising tree root II h settle below grade. PLANTING DETAILS `E 10 CONSTRUCTION PLAN PARK proW care tIeep, Fooloat ova WWUWV UGH77NG PLAN PARK PARK t t t X I r tt r r nt t RESTROOM ELEV.PLAN & { .PMQM �T( ttlr we�int `. rl � _� ._J rrttttne ser iH�� Clir ntoa 1DETAILS T— Ar UGH77NG DETAILS & NOTES 13 -LOT CONSTRLIC77ON PLAN PARK •• Controller the maximum size the controller _L TOT p ` `• I • r n f t u { i .r i tr { LS& NOTES Howirow. In Ow eventthe not legible when the i is reduced. It shall be enlargedto a size that will be 15 BASEBALL CONSTRUC77ON PLAN PARK SPECIFICA77ONS We of each MEN" . _ r LOT r r lin itdifferent r 1 r of be two piIeces of 16 OVERHEAD .r• oa chart shall t n , { of T14 each pisicis being a m"mum of 20 mils. thick The hese 17 CONSTRUC17ON DETAILS r I f work by the CityDETAILS 1 TA 10 AfTtRP1TTI A` I stwuWgroundoover areas and turl areast h ll also be t ° tilloncing and where City maintainedr nt to PWIV11110tyi111111`911111 7 Sows& iliryout f the finalh 1 n0cGISSNY t t fold condlitil6o"nWeD as approved by the Public works inspector and Project Piannor prior t0 final constnholon CONSULTANTS RESPONSIBILITYMAI-NT-ENANCE f t be by Stater 9, Arty tram within Ova ( ) feet of walls. waks, Curbe or other potentially footdarnaged hardsicape shall be installed withroolcontral JOHN COIL ASSOCIATES, INC. beirriors Prior to backfillingIr"(s) planting, fl have t I Inspect root r Installation STRUCTURAL ENGINEERS _ 01 NORTH BUSH STREET SANTA . CALIF. 2701 I��� �� tplanted it t r ( ) feet of curbs 714-547-6378 T ` .. PLA y .-•-�` ` , ISI Kak"Us orwe.K-I•Cessta mew cad omia 92626•H4•S'��•7ilJI • ,;�,, � •` t . /1i are to be MO; len feet from my sheet light, power poli{ or reinforcad concrete box; five feet from any drove 3700 T h Ureec • Riyers°ae.CaM�ornla 92sor • rl�ae}I�► approach. fire t, underground structure ( ) and sewer lateral orclean-out, and three f t tforri any ,) i ,{ f f t4wow mew at S*ww ane MADOLE AND ASSOCIATESP INC. AC T a >� • .t �+ ,P !f P• m ,.1^ , _• ,i e.' .!�® V\r`, c+ E r ! rt lines. ® _ r• '• es� .. - - 12. o drainage per i ted across property Of SAN BERNARDINO COUNTY . ,.r ' P.T. .� CONSULTING CIVIL ENGINEERING 13. Add acceptable grading ratios for publicly maintained areas; 5: 1 turf - a: for erosiond d F%gaW 4. + ,6, - { control per city planting. PLANNING P :I/ AND LAND ( 4 ` 10601 CHURCH ST. , 5to wow peum OVNW -107 ®• . ® e RANCHO CUCAMONGA, C . 91730 in KEN KAMOTO &• ,`,# ,� t•1e`f•'. PH. (714) 948-1311 ASSOCIATES, '" ' T uCIJ Al I A,Irof ¢ ® - ' ,(M)111311-411ft REVISIONS CIT V UK W&V 3 FAMILY GREENWAY '00, DATE DESCRrTM ED 9@TkAL DAM " LANDSCAPE OUANTITIES "A , PAR "WV P fir•,.> CONDOa/APTSe C\�U A40 - K && P All 598 UNITS OW 46 DRAW %A P T R.ES NZI TRAFM AS i ail �,T KA—V TOTAL ACRES IN R.O.W. OWN Rom CalECK AS COW. TOTAL SO. FT, MAINTAINED AREAS { • WEDIF: 111M P"r*%M USE TOTAL TREES IN R.O.W. nuAL DAM CORRKM No.­3 637 bA%CAWN CHECIMD WAS*Wrow SQ FT,- G1R0tW COVER 11itM3 SQ FT! 111110111 EXXW COVER 517-23 > s a CITY OF RANCHO CUCAMONGA c' 0 TURF ', �- • r l • .. ,. sp r PARKS DIVISK)N 1H ��-5 W1�51 F-1;T r. MILLIKEN PARK GROLM COVER " �! ` r / rCo"VER Sm OEET MLLA(M PAW _ .� ®( � ^d i ! � � �^ �wE 3 .NTS11s CP Pvp�b /� 88 .m. &A%I:IFA CDATE /0PMy NANA WWCOVER 9MIO.19!; SCXFT,, DM W _. . f L • { ' X cw 14 / , .. y L'. 6 f 01111OW0111110 No. OF 19 OR CAPF ARCHITECTURAL PLANS TERRA VISTA an M11 LIKEN PARK S. ✓ ...w, e �, a _ �� , 1 PROJECT %,w:iimE1E1N U0o -.2- %PJ%F ov:zq z 1'10- N r , w1, , r /jk 1 5l J T i L- I I _ � � � /ter/�, - lo� O I � I � _ � __� ,E� .��/ � 5,:•�Lc� / ' _ J'O ' J 40 /J J, �c <' a _ ' t 8 1 _ _ __ 9 A Z i A , �� ��,� �fDATA DELTA/BEARING RADIUS LEN./DIST. TANGENT F� ; I ti ✓ ry'.. 2; 9'/7 '?1" /10122 t'- _- 7 0 _ -- -- - - �. � D ' 61 �' G w 9 -4. Z7"49"' C 3� � • r J � � �,,,J L �-: J� io' NOB'/D /7'2338" a p. - it/B6'29'33yE 32.50' 1 Dom'3B'3/" .39/oo' Z7�T /3-?.5•' tY j rVf.�'29'33' ZSB¢' 1� ` ( o /✓53 03'��E Z25.aa' 80.��i ��G9'' V I i //SOS'o✓�" X50.c+v 29.02' /�=S6' 32'4g/"' 250.cam' SD.38 25. Zell r� /7 vA D 3,14 f3' _ \ yr' r ;, .ti.,." j C, 'sZ 2�� S� ' 34-O✓y' SEE SHEET& cl • R Z 7i 1 _ SEE EAST GREENWAY T CORRIDOR GRADING PLAN all E 50 7 -- - — 1 ` ', 'v `• DESCRIPTION OF REVISION DATE CITYAPPROVED. J CITY OF RANCHO CUCAMONGA WEST GREENWAY PARK EAST GREENWAY CORRIDOR PHASE I PHASE I MASE II w 7 . , —"" w E, i i'9�� CONSTRUCTION PLAN PRECISE GRADING PLAN APPROVED BY.' ,n / �l DATE.' f4-/f-90 CITY ENGINEER I'''n RCE. N0. 1`fZ� - BENCH MARK : DESIGN MADOLE AND ASSOCIATES,INC• R O M N EC ME DEv OF THE INLAND EMPIRE BENCH MARK NO. 96-B G CONSULTING Cllft ENGNEEANrG AT THE NWC OF HAVEN AVE. i µO LAND PLANNING DRAWN S H E E T ' 19TH ST. , 44' FT. W. je "M Church Stf"HAVEN �Su1M W7�� t 83 FT. N. 19TH ST. , SET M G ���PHONE(7U)9"4MI --7--OF _y�4 DRIVE PIN w/C.S. TAG IN TOP CHECKED :)PAWING NO zi AT THE E. END OF AHEAD WALL f D_ lts R C E NO RV4 FOR 3-24" CMP—ELEV. 1430. 686 C/TY DAT �il.1l� LL�I FILE N0,2./_j�V-5 i !PROJECT SHEET NO. z OF z9 II 11 I -I 11-1 11- I-1-111,I'll 11�---- -- I 11-11,I 11___1 _",'' -­11 I -1 11-1 I I ­­ 11 I - I I I I I - I , I I 11 I I � � I I 11 I I I I I I I I I I � I . � I I � I I I � I I . � ,,:, I I � I I � I . I __ � 1,111 i 11 1111111111111111111111111�� I i I ---_______-----_ . I I - -----I,�-- �I � I �I " I - . __________ --- -_ ___ MENIENNINE --- - II �I 11 "I -- I" --1 ­ ­_ 11" ,- I 1. I I ,I I 11 I I I . I "�� "" I - I ,-I.--- I I E w � '111\ I ,, I 1-1 �,,,- _� I (,/-O) - r�� '(`G(:;�) I I , --- . e1N - ", k � " I - I I - I ", tj I I . �,­ N � " /__--_cA_FE SPEE"r ­ Z I " I I � � ­ __ I �,�-;" � 1, - � 1411;0 . - 11 I i'll , ') �,, �� �� I " !� I , ') -1 ____ � —, c:�� -, _____­�:;;�: ­___T1�0" I 2 I , K,�j - �I -111_ , . 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I - I I I I I I 11 I I I � I � 4t 11 � , ST. #' SET I � Af C.� I I RANCHO CUCAMONGA,CA 91730 *91 Av&� 01 AS . � I � I I - ' I I � I � -1 � � _�I I I I I I I � �, , I I , I DRIVE - PIN W/C.S.� A. PHONE(714)9484311 __�;� 0--0 F,�L� � � � I � I I I � � I I I . I I CIVIV 11 I � � I 11 � � I - I �, � I j . I � - I � I - , I I I I I I � I � . � � I � I AT TIIE E il END OFA IIEAD WALL --- IN_'_1^_ !!&�- R.C.E DRAWING NO- '_ I *� - OF C ' , L ,' ­ -- a I , � __ __ __ I I I I I � FOf( 3-24 CMP--E1,EV. .10 � - . N _____ __ ______ ______ - ______ _ _ __ I I - 1430. 686 -y I I 111i i _______________ ----------- I I I . �I , C17 1 _____________ ----------------- - - - _____ _____ I -_______---�- _______________----------_____ I 1� 011 0_Z, I * I I . . - . - � I iiiiiiiiii IN � I---------- ____--- - __ --- __ --- - __ ____- - - . 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I % �". � I I ',"�, I I I I I I I � I - M pr d CONCRETE CONTRACTOR TO PROVIDE IME 3 DOWELS OQ�CTM LEC D _ 24-LONG, LOCATE WHERE WALKWAYS AND MOW-STRIP MEET A/C ASPHALTIC CONCRETE CONSTRUCTION NOTES �— I MOW STRIP C.J. COLD JOINT SYMBOL 4UANTITY , .� fo AL 614 + fL CENTER LINE � ��,� TR. 13 2 Cl to PROVtDE,I,A STEELCRAFT INIR-702 WITH SLUE POWDER COAT.. �4 5111�Cr 9 8 R C L E qR AN C E AVAIi.M�E TIIRpuG1I HANSOM.ASSOCIATES, INC. (114) 258-1616. CONC. CONCRETE ��' CONT. CO Nf I N UO US O b LONG WOOD BENCM�WI TH BACKREST - BY LANDSCAPE STRUCTURE„ ui � ': �K - DIA. DIAiMETER MODEL $82-0623. 6 0 LONG MODIFIED WITH THREE RAIL BACK ,«�- y, 6"x6 M CONSTRUCTION NOTES 0 � O DRINKING FOUNTAIN; HAWS-MODEL !3380 AVAILABLE THROUGH, , NYLON CORN INSTALL PER DETAIL 4, SNEET 0 1'1• rOR VOLL E`(SAL L D .r M SPECIFICATION SALES', PH. (213) 724-1120. D OPW1. p► 10544T. 18, I i � a 10 BASKETBALL COURT POST, HOOP AND BACKBOARD - PATTERSON 5 PICNIC TABLES - DURA ART PRODUCTS, MODEL 7PT60 (714) 350 WILLIAMS /1535-13-8131. AVAILABLE THROUGH CAI. REC. (714) 8YbI80L QUANTITY � � -9000 SEE DETAIL F, SHEET 111 ., D14FF SAND COLOUK M-4091. SEs ^4&WT OL 14L dmVI 1• PROVIDE LA STEELCRAFT-BIKE RACK MBR-702 WITH BLUE POWDER COAT. 1�.,��� O AVAILABLE THROUGH HANSON ASSOCIATES, INC. (714)250-1616. O AARBEQUES - IRON MOUNTAIN FORGE, MODEL 0 20OX ROTATING GRILL. �'�� :A(.L -+�.ou • (� CONCRETE AVAILABLE THROUGH PECKS PRODUCTS (714) 446-4885. SEE OETAIL,4 ``,w I'1 MOW-STRIP . 6 LONG W000 BENCH MIT * BACKREST - BY LANDSCAPE STRUCTURES 'SHEET 1 I� . L , 5 , / �_ Q+ MODEL 882-06RO 6'-0" LONG ASSOCIATES. YITH THREE RAIL -BACK � G AVAILABLE THROUGH HANSOM ASSOCIATES, INC. (714) 258-1616. 1 BACKSTOP BY PATTERSON WILLIAMS IOOfI 1CM AVAILABLE AT O CALIFORNIA REC. (714) 639-4091. SM SMT TRASH RECEPTACLE OIIRA:tuT PRODUCTS MODEL TK-03 LOW I PROFILE TOP WITH STEEL LINERm-w . BOLT RECEPTACLE TO CONCRETE O INSTALL VOLLEYBALL POST PER MFG. SPECIFICATIONS. REFER ../ SLAB PER DETAIL B, SHT 18. (714) 350-9000 PUFF SAND LOLOIJR YO DETAIL F{ , SHEET 417 . POST AVAILABLE FROM PATTERSON t —d-PEDESTRIAN LIGHT- NOEL _� W M LANs 12214.27 NET MODEL 1 8361-10 (714) 7S?- SEE LIGHTING PLAN SHEET f 30,j1 :z ;vo. LEGEND, AND NOTES SHEET i J,t� r3 SI? aw ..u.u.. =- P lea- W IT�t .a: Of ui ....... CO B ES ONE N �° •- doh • W •� f'' co 12377 ui ...1 I obi � � . .. _. I, � ,,. '• �. .�ti �- W ATCH - HEET -. •� ,. s P Q L I S E 1 Z X25! Jb tti I'j SAND y \tib �� ` rts� 4 r � '. �� LLEYBA 3 , Q �ti `,�� n �°. � . . . COURT ( �v ti 1ti 6 13 'R 9 CRETE C� 0 -STRIP P f 3 I_, 1 W ' I' ! ,..y,,,__ I - - '9•.r :.. ASU/ - 1 " A p �� T10N P�. Q TRASH 17 To M 4 o `REF HEET - to ENCLOSURE - 3 4+ L• 1 �,?si CTION CALLOUT PLAN . 1 TYP. W — REFER TO SHEET *!9 BASKETBALL ��,, W W V C•r1`r 11.1• a _ (I •�. �....�.�..' 3 , COURTb � . LL �'�---�CONSTRUCTION CALLOUT 1 • t��l PLAN REFER TO SHEET 015. ; 1 W A • • iso • - G CONSTRUCTION CALLOUT • (� KEY MAP PLAN REFER TO SHEET � 1a 1 _ �•�.�• r• FOR WALK LAYOUT I 1 CONSTRUCTIO N„ LAYOUT 1 PLAN REFER TO SHEET #1+ . SEE SHEET f J3 w s • � A 12 BASEBALL CEJ ,��° ��t w►. ��`' FIELD l7 6 o T LJr. tip 1233 r K 3 SEE PAECIa FOR ALL SESGR O�C3 pPLANS PREPARED f8 - o • \ - -- I ■ . me=i MADOLE A A880CIA S ABED BY M LSI / 1 X248 �•�• •�• •_•_ - 949 N. MOUNTAMN AVE. #'toll —__-s - • ,- -UPLAND CA 946-2949 �� �• � •� � .� � -• . .: .A � ,. � cAL�"'' � • r. r .... . 1247 . • R E V I S 10 N S FOR CITY USE ONLY I I I • I'1 I� _ :r! DATE DESCRIPTION APPROVED NiTLAL DATE i I r • • J — iZ9lO STREET • ■ i1 .{ ♦ • I I ATTR/SEWE • •, \ • t TOT LOT `.R° 1` DRAM _ / r • ■�■�■�•�•�•�•�•�■�■�■�■� • .,• / TRAFFIC • ■ /r�S �� ' FINAL CHECK ��� LEGtEJ�D R/W ' Y AS CONST. ;� ,• • . + ' A/C ASPHALTIC CONCRETE 3 1 . THESE PLANS WERE PREPARED BY: FOR PiNVATE USE C.J. COLD JOINT O. C. ON CENTER '�� v '. CENTER LINE P.A. PLANTING AREA , ; .: r ' I ,). ` D LAN D L�O1�ICERN, LTII NrTII DATE alAVe l�ATA CLEARANCE PROPERTY LINE ' 'w - 1 S 3 5 K 11 S K Vl /Pla■li9 DRAWN Ia - SCALE 1 :30 NAS '°'"a,ca 9r>as CHECKED * CONC. CONCRETE D. RADIUS `�� 1 '- O T CONT. CONTINUOUS R. S. RESAWN �, `, J •� "� ' III - DATE DIA. DIAMETER •- � ` LICENSE ER FILE © N Of /6.s3 R R. RISER � r 9Ofr7a7" 800' ¢ 69' g,O6 � D. F. DOUGLAS FIR R.O.S. ROUGH SAWN CITY OF RANCHO CUCAMONGA EACH `' • �• �■�■�■�■■�••■I■�■�■�■�■�■�■�• .RHD. REDWOOD ('1 COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION /yf.00 /9s•7s ' �� •6G E. J. EXPANSION JOINT SHT. SHEET EQ. EQUAL S. L. SCORE LINE PRO'�CT� TEF�RAVISTA EXIST. EXISTING SQ. SQUARE I NAIERRA V FTG. FOOTING S4S SURFACED FOUR SIDES PAVING NOTES PARK, E GALV. GALVANIZED STD. STANDARD (t MIN. 4• THICK CONCRETE SIDEWALK WITH MEDIUM BROOM FINISH. G4' 8• NIDE TYPICAL CONCRETE NOW-STRIP. SFE DETAIL /b -SHEET 1'1 ! ALL S10EYALKS E.J. 10'-0. O.C. MAX. SHEET TITLE ' H.B. HEADER BOARD T. F. TOP OF FOOTING 4 COLOR 'RIVERSIDE BUFF' IC-28 INTERGRAL NIX COLOR AVAILABLE Q �O �ON � M. B. MACHINE BOLT T.W. TOP OF WALL FROM L.N. 'SCOFIELD fOMPANY (213) 723-5285 SEE DETAIL Aj 12• WIDE TYPICAL CONCRETE MOW-STRIP. SEE KT61L IE .SHEET ('1 ® Mla401pia- � MAX. MAXIMUM T. TREAD C7 SHEET PIT . _ SAND PLAY AREA - MIN 18 DEEP, MIN. MINIMUM T Y P. TYPICAL © FINISH SURFACE 2• BELOW � MI`'allM�l� ��M'�' A ED ~ APPROVED• . ' �2 INSTALL 6X6 6-6 E.Y.Y.M. AT MID-DEPTNAN CONCRETE SLABS AT SIDEWALK OR MOV-STRIP. 116 SILICA SAND. AVAILABLE FROM NAT. NATURAL • W. I . WROUGHT IRON BASKETBALL COURT AND vtt�lc SLABS. P.Y. GILLIBRAND CO. (213) X40-3830It"11 CONSTRUCT 3" NC PAVEMENT ON 4•• 3/ 79 N. I .C. NOT IN CONTRACT W.W.M. WOVEN WIRE MESH Q BASKETBALL COURT PAYING MATERIAL. ROYAL BLUE 186.SINNER REO 198. L HANDICAP BE GO AM STRIPPING PER CITY STANDARDS. PAINT AND AGGREGATE BASE. DAT TY IIIMANAGER DATE /b_/ ,>y CITY ENGDI N.T.S. N0T T0 SCALE d PENNY (NAIL SIZE) ADOBE TAN i73. AVAILABLE FROM KOCH MATERIALS CO. 14929 SLOWER, /y CANSTRUCT 3 YIDS V GUTTER. FONTANA. (714) 829-0505. ® HANDICAP RAMP LER PLAN AND PER CITY RED OFFIpAI SHEET OF (5 CONST. LOCAL 6Q-RES5f0N,CyAJE "C"FM CITY STV•PINS tb.51a• Iq coror. c.-am W 18'`UTTAIr rw GITY sTD AMG. NO. Soo. a t�NSTR UGj �'GORlS ONLY PM'K GTY OATS ❑ / TD•DWG. No• 301. APPROVED - d- DATE CITY PLANNER ORI1wNci No. /� r *PROJECT SHEET NO. SOF 29' O O ORIMUNC FOUNTAIN; NMWS-MODEL /3360 AVAILABLE TW4UCM !. RnoN CORD INSTALL PER DETAIL SLEET / CONSTRUCTION NOTES SPECIFICATION SALES PH. (213) 724-1120. 0014baii. 'S/wT, is, O Y• FOIE VOLVOLLE` SAL a to OASKETRALL COIAT POST NOOP AND 11 � SYMBOL �`-- 6 P T O BN►CKRoANO - PATTERS" , a" QUANTITY Q PICNIC TABLES - DURA ANI PRODIICTS, MDDEL 7PT60 (714) 3SO WILLIAMS 11635-13-4131. AVAILABLE T1wo1Ni11 CAL. EC. ()N) D j� r, O PROVIDE LA STEELCRAFT-BIKE RACK WBR-702 WITH BLUE POWDER COAT. '� KE KTAIL F. SHEET 011 . Duff f4w COLOUR $3!-40!1. SI1.S A44&Wr # r4 aW 3,f =�j J O AVAILABLE THROUGH HNISON ASSOCIATES. INC. (714)2SO-1616. 6 MR4EQIES - IRON NDUITA N 1 p CONCRETE O 1 FORGE. WL 1 2001 ROTA1106 iRlll. � • 11 o Q 6 LONG Ig00 BENCH WITH BACKREST - B/ LANDSCAPE STRUCTURES '991TAWAILABIE 11x011111 PEALt PROOIICTi (714) M6-4RR6. SEE OETAIL,4 �-L _ -;T4, G , 17 MOW-STRIP SLEET 111 . �'TI / Q' NOOEL 882-0623. 6'-O• LONG MODIFIED WITH THREE RAIL .61.CK L� (, .L' +/ y� ^ AVAILABLE THROUGH IiANSON ASSOCIATES, INC. (714) 258-1616. .`� 7 DACUTOP BY PATTERSON WILLIAM MODEL ILIO AVAILABLE AT 'r7 _ L11 III J �(.�•�+M(��� ap `' rC ~ CAL I POMIIA KC. (714) 639-4001. 3M I S r I.1 O low TRASH ECEPTACLE OWt.ARi PROOIICTS MODEL TR-O3 BOW ow PROFILE TOP WITH STELL TIER. BOLT RECEPTACLE TO CONCRETE O INSTALL M011EYOAII POST PER MFS. SPECIFICATIONS. REFER �O J � • CLAD IE4 Of TAIL B, Sr T. (714) 350-9000 Purr &4NP C-OLONR 10'DETAIL TIMET 411 . POS AVAILABLE FROM ►ATTERSON i tt rr • --i-'�PEDESTRIAN L IGHT- •. • r�IANS 11214-17 NET IDOEI • 8361-10 (714) iSt- SEE LIGHTING PLAN SHEET / 30, jl • '�'� .,. �•. `'•'' W LEGEND, AND NOTES SHEET 1j13 a'/Z ••� / �"3 ��� n aw � w ITA &N X (011 Mow �T,�,� c,1 - ,�Nu�G t •+b� ?�+ TI 3,13 �/v G'� � .� • C BES ONE 11J o �/ •.... W ► C ��/Z wl IV LO H44or • �S� nse .....L•L.-0066-.- ' «0000... ui - _ � `o � � �•� �� � �s mss soft � 4� �- aTCH _ EET Lu 4 SAND 1 �'� \� e� o yam: ��r ds4 � �° LLEYBA 3 Y COURT (Vl CRETE [� SSR 9 0 -STRIP 1� IZ 1�' 4 I'1 /%� T"►N■ q ' Z I �y A�Z / > m 1 Pi *4,%,Z�r p� G-7 71 - 9 H244 UJ kjao/ NUNN �h'f.21 -i I _ _ �� 2'� r� 'r �1/� G�r�s ~ •-. ` — - — 1252 ? "Ilk D •• NST��uuCCT1pp�� P�. tma< N 3 s 6 'REFER TO�SHEET lt, Q TRASH , I� .- . •• _ I"I ENCL SUR ` A,7 ' Ie _ t � �?s� TION CALLOUT PLAN � � I \ r, , �_ J — \ REFER TO SHEET 19 BASKETBALL 6 L GI1Y 11.I• G. I •_ _ •�• r I _ •.� ..•..•..•1�••� COURTSow- mom 1 �\ CONSTRUCTION CALLOUT / p / 4 "W � 1 PLAN REFER TO SHEET 0/5. I� or- • _ — I r �9 1 ----------------- ok q VA CONSTRUCTION CALLOUT • KEY MAP A,o _ _ I PLAN REFER TO SHEET X13 •-•+��•'� .� / _ ` 1 �so 1 1 CON T �L''�'r FOR WALK LAY S RUCTION, LAYOUT OUT • Q PLAN REFER TO SHEET #I+ . . SEE SHEET a p4A1A BASEBALL 1 �•bos� -- -- -.-- CEJ �o��� �• �+ :p�I FIELD — _ _ - �����11� .77 �� �► �,y ,, K 3 FOR ALL Fg4tSH GRADE REOUIREMENTS ur. so I2>4 _ _ GRADING PLANS PREPMEpgY g----�-L' \ SEE PRECISE • 1 +! • MAGOLIE A ASSOCIATE& 4 rtt • • • • AVE. ♦104 /j/2 A• ---1 r1'B • • • • 1 $44 N. NOUNTANv ' • `� -UPLAND CA 946-2949 I I • � � , oH,�,r,,�, M `� _ � -r REVISIONS FM c1Tr uNsE oar I I 1 1 \ TJ1a • I'1 11 ____-4 I _ DATE DESCiNPTION Fellow c qat; �''rr�"�' �...... I TOT LOT Al A/C ASPHALTIC CONCRETE y — -•r )� ; cn C.J. COLD JOINT K CENTER LINE 0. C. 0N CTNTER � r . �r_• THESE PLwNS wEtaE PI4Et�i1►tiED eY: - C1//'ct/E BATA . CLEARANCE P.A. PLAN. I N G AREA ... • A n 1 •� .. 1 p --7 I AND��OtJCl�it� L-ru MT1AL NJATE I i� PROPERTY LINE y 2i , 5 ' CONC. CONCRETE ISA D. R A 0 I U S I d , � I � .• .. ,• ' -., J • I 1 Nr. • ,�E O�s,�,e °R�w11 O 0/Aw ,91fV I'c L T CONT. CONTINUOUS R. S. RESAWN �. SCALE 1 •3Q � ���r�� a1EacE-� Di No�•aar� w /a.t3' DIA. DIAMETER R. RISER Z/z 1 1NAAW 9e•r7j7' 8•�' . - D. F. DOUGLAS FIR R.O.S. ROUGH SAWN • • 'I� `� R Faa Nr a EA. EACH .RWD. REDWOOD s✓ �� A'lD " ?� ' f},�2 f.�.�•�•�•�•�•�•�•�•�•�•�•� �� CITY OF RANCHO CUCAMON c "a��c • /3s.00 r9s•�s ' /i .so E.J. GA � Av ff.Oft EQ. EQUAL JOINT SHT. SHEET Z� �p I") COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION EXIST. EXISTING S . SCORE LINE • rwo�ECT SQ. SQUARE ,,,j,A O FTG. FOOTING v 1 GALV. 6ALVANItED SSS SURFACED FOUR SIDES U PAVING NOTES MILLIKEN PARK. STD. STANDARD []1 NLN. 4• THICK CONCRETE SIDEWALK WITH MEDIUM 1ROON FINISH. G S- 'VIDE TYPICAL CONCRETE NOW-STRIP. SEE DETAIL 1 H.B. HEADER BOARD T. F. TOP 0 F FOOTING b •SII�ET 1 Q ALL sIDEwLIa E.J. lo•-o- S.C. NAx. T TT*� M.B. MACHINE BOLT COLOR 'RIVERSIDE BUFF' K-28 INTERGRAI MlI COLOR AVAILABLE MAX. MAXIMUM T.M. TOP OF MALL - fROM L.M. •SCOFIELO fWANY (213) 723-S28S SEE DETAIL d S it- WIDE TYPICAL CONCRETE MOW-stltl►. TEE DET IL IE .SHEET 11 PLM T. TREAD SNEEt Oil . O + CONSTRA)CTM MIN. MINIMUM T Y P. T Y P I C Al © SAND Pur AREA - KIM 18• DEEP. FINISH SURFACE 2' BElal ' I"tco ED • APr11oAlEo NAT. NATURAL 2U INSTALL 6 116 6-6 E.W.W.M. AT NIO-OEPTN�IN CONCRETE SLABS AT SIDEWALK OR MOW-STRI►. 116 SILICA SAND. AVAILABLE FROM M. I . WROUGHT IRON RASN1Et1ALL count AID ►tint SLARs. CONSTRUCT 3• A/C PAVEMENT ON 4• T 1 N. I .C. NOT IN CONTRACT .W. GILLIBRAND CO. (213) J40-3830 11 .� �, M W.W.M.M M WOVEN MIRE MESH © INNDICAP LOW AND STRIPPIn PER CITY STANDARDS. ►AINt AHO AGGREGATE BASE. ax N.T.5. NOT TO SCALE BASKETBALL COURT PAYING INTER IAL. ROYAL 1N.uE i86.SUMIER RED 198. LOGO To E BLUE r MANAQM GATE •• _ , q, : . �r- CRT7 l91cN�t 1 d PENNY (NAIL SIZE) ADOBE TAN #73. AVAILABLE FROM KOGI MATERIALS CO. 14929 SLOIIER, ' T - • /t FONTANA. (714) 829-0505. . M Q HANDICAP RAW PER PLAN AID PER CITY REO � � RUCT 3 WIDE V GUTTER. �T � I GONSTK uG j GORE ONLY Pr uATE OFFICAAL9 CONST. L CQ'RE561oN,C�,fE G FQ'ICITI'3Tfl.pMN6.Nb.fla• ® Cofor, A'a" v0sac-uTTAIR pw GITy$TV D111G. No. goo. Q 9 K GTI' TD•v+NG Wo• 3or. ^PP�veo M_, ., _6 Nr�iTE- V GRAMPM NIX "PROJECT SHEET NO. •s F � ? O uss: LI HT MIXT. ' FIXTURE SCHEDULE 4 Z I�T� TIS. II G o DESCRIPTION MANUF./No. REMARKS OC As,sU �,0 o11 L�l.l. 2 TILE ROOF NOTES : 6 ,- O rCa, I. ftX L Flew l�lAI1rIIJFq. O 1�1z GLo�.T jTg5-356 bNu. WAW NIOU�'[ .p IL -• • t. MASSTIL. AT 'RII� RAM 4A '� I �� M ti &A% M • _ • - _ ' }11� Ati.1G Gi.Jr Tla b X �2 t.U'tl 1 L rtil I�`�-4! WAS'SLED I T'A ,I''W,Oft Cv WA .. 3. AUMCA14L .0,%fS Al- $ LAS-TAY 5UTA- i (,,;pU. Ma�rhEh V _ �t v - - _ _ _. TILES. �� I7�co t�• �tid-. LL. __ -- _ -- -- - - --- - --------- -- wok 4 IAC - i ® Twp q- �Mr-AQE *NVO3 I,:Au, M(xlh� p 0 CD - - -- - - 1'� 2 I�t�. G r44 r.5 `t 1cK ra2�co- 3` H �E 3s AF W z T an �&��T��VA4;IZ It '7�ulo5?"lYt-�E-S 45 HOJO!-5L�D @-23�3''�-19F 3 � tiO � op �iq k 3: o O. . - ---& ._ n0ri � .. v -- - - o _' 0 5 K I d7 b Ai.1- MOu x o W 6700 MaIN - Ovis i�� �cL i p,*i o La e t: 731 ah fW on o � �� � �-k � rz ta'� '�•� G -- LEFT SIDE SCALE: 1/4:1--0- REAR ELEVATION SCALE: 1/4 '- ! 51AL1!t1`o 1080 DU IeALA ME ,-4j .1/� wj - - 825 P�EIuH TAM 'd � G M,u. Cx MBT44- hj 23r 6 MZA.M; Llai!�T F71�Tu �TYt�� , LZC-0 C Ac44 r 1=" 'iExT•) _ s 2 -••MARLo FRO4t1Poc ztl) ! 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Q I.L.M I x I i 1 ,41 1 p 24 dL ;: 6. ►M v , , i �'' �= M . -- -- - �, '� I 1 f ! � -4 — — ! ! _ • m- U. . 17L o5•. 14op Z. olS S :1► I s, ,: - ��. ► m _.. --- .__- �- i n C- ut Aw cam). I I � f�. .9 � b'Ivr•E \o. �. �• 1 _ - - - 9 1Qj 3. 3 9 :J, 'Z' — V_ __j_ __1 -, I - - - - -- , I I -' n/ ! s 1 -- - -- 1 -- - �- REV1S1ONS FOR cRrM00" i 2 5r` I i DATE DESCRWT W PPROWD ..TIAL DATE Z� �•AU.�� ` � I I N I STREET I 2 ,p. Lock o ' Ya t�k' 1t 2 O .04 Vorria L F I I �C_- ~--1 .D. i WATER t I � ` _ 1=D. O f" � C IQ c t K�'� - -- — -_ - .- — - - -- - - — -- O I i aRD a DRAW ®K�'Z) /p• OPo w^LL Tir. TRAFFIC ' � MMme, t3lPow�l � R/w _I vE i�' � (,•1��'1ylZ.. , � �iNI.�"'-��u�•IOuT .. AS CONST. ►�- 'ro !�V I 4KAI c,,Fws#a_-To touIu0" i 1' T1�fE R."s Vfim praMsED W: FOR FEW=USE 4VI 2-# ,Yl:f°`� C15►E- g 1 , �/AT� ►� —' 1 I NTIAL DATE C4L iIG'Cd.' F_ GUL-� �a Z) s 4'.g ! DRAM C Ot.- �►� ''jam. � � �' " � " , + -c uc� wA i CITY OF 4� ,RANCHO CCAIIAONGI► ' COMMUNITY PARKS DIVISION rRoecT TERRA VISTA c MILLIKEN DARK K TAAMN R": e. s1EET TRLE AdmikkAdolkmL. e Xr 3' c,' ` RE5TROO" i t •+ ea 3/47 9 FRAMING PLAN FLOOR PLAN FOUNDATION PLAN - : . OHM C4 PIC SCALE: 1/4 a 1'-0' SCALE: -1/4=1 '-0 ; SCALE: 1/41610- of� ; D ,° 'AL - 4Gi••L oR�r�la Ma r ._ PROJECT SHEET NO. & OF 2,9 125524 _ N � � .�.. LL J 4 T �I� V O co Z IZ -- - w 29Tftl o �. SI c�N 16( I N l olt �- A � (2) 1(o @ tA, `.f�E� / I F--- �j t=.�! Sr E SIS E E'T .�-I 02 o •- •• �T / i� jk usH `� a a ,5� �•F,� �"�A r►I��to -- x ! �• L L E r ' ��51 Ucc� 8 p "1�F''T FSS vN'f S rl.E�i _ 1 S v, ' I m. X51 ;: PALL ZJ�,c'r'�Z (MATS u�` ' .'1� tJ (.EE fl?AMINU PL-N') V T �° 1 -I Fdt l�aArrlcN 3t x.2 ".� ; . S ?may► �, �ua • �T CO x . O O � ISG I !o' C,r.�. e""t4 4 w - �n 2 Ex7. -*' ��"kT A-I . O �' - ¢S C°To� w�1r'� Slt1' O , Q F- I%��LLS GFiL-� O1 S �r.c , ! ! 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BEAM CONNECTIONDEADBOLTo w filULL . , , ATE LOCK 6 . 3 ; , -0 5 _ 4 G _ 3 . . . 2 SWING PIN . . .. SCALE • 1 1/2 -1 0 SCALE: 3 • 1 0 SCALE: 1 1/2 1 -0 SCALE: Vv I I _i� R E V I S 10 N S FM CITY UM 00" DATE DEscWT" PPWNED NTIAL DATE STREET ATERISE -- TRAFRC "MAL 5 ECK Raw AS CO/MT. TWEE PLAMs VMW PI EPAND BY: FOR FwwWE UBE NTMI DATE DRAWN CHOCKED "33M FtE CITY OF RANCHO CUCAMOWG-A COMMUNITY SERVKXS DERARTMENT: PARKS DIVISION �T W= TERRA TSTA. MILLIKEN PARK ' , a MEET nn,E .. `M REb CMTRMTM It SWAM k: 3 Af77 D DATE p—I - l. - .p Y. CITY awmaiR GATE •. OFFICIAL ! T .:.i.. orAu AFFRDAIED - L e okfam <IID. /� 0 rww PRn.IFr..T SHEET R�0_ 7 OFF -29 I M Kl PLAY EOIIPMENT LEGEND APLAYBOOSTER STRUCTURE MODEL 8907 MEXICO FORGE BPLAYBOOSTER STRUCTURE MODEL 8925 MEXICO FORGE CSPRING PLATFORM MODEL 841-0144 MEXICO FORGE r DCOIL SPRING MOTORCYCLE (CAST ALUMINUM) MEXICO FORGE 843-8424 COIL SPRING HORSE (CAST ALUMINUM) MEXICO FORGE 843-8421 COIL SPRING DUCK (CAST ALUMINUM) MEXICO FORGE 843-4030 2 MEXICO FORGE - AVAILABLE THROUGH HANSON ASSOCIATES J (714) 258-1616 t_ CONSTRUCTION NOTES / \ 3 2 ;• SYMBOL d t' t tl00t tAtRpl LOS" WAMST BY LANDSCAPE STI AIWES / \ .EI�tlM�NA�M bASMIATES.fIED IW.. (71N 2f�-ltit.TOU PAIL tKti AM1lAKt 3 \ - O TNASN RKCEITACU WRA ART PRODUCTS WKL Tk0.1 low / \ *TM � i6• w �aw I&M PU TOP 6t (7l ; � aI1CKTE LOLOUM SAND PUFF ►ICMtt TABLES • d1RA ARTrTS. 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TANGENT SYMBOL Qi 19°34' 29'• 30 .50 10 .42 5 .26 0 67" 43- 02'• !0 .50 16 .06 10.09 . 6' LONG WOOD BENCH WITH BACKREST - BY LANDSCAPE STRUCTURES O3 66055- 00" 6 .50 12 -69 8 .05 MODEL S876,06LS-8'LONG MODIFIED WITH THREE RAIL BACK AVAILABLE Q 66007- 39" 2 .50 2 .89 1 .63 TIMROU6m HANSON ASSOCIATES. INC. (7140 2SB-1616. -�- O TRASH RECEPTACLE DURA ART PAWCTS MODEL TA -03 LOW Q N 26613' 36"E 5 .09 PROFILE TOP WITH STEEL LINEK. BOTh RECEPTACLE TO CONCRETE SLAB PER DETAIL 5,SHT .1$ (714) 350-9000 Q 23046' 59" 26 .50 1 1 .00 5.56 COLOUR SAND BUFF Q N 26° ! 3' 36"E 4 .70 O 72c23- 46" 2 .50 3 . 16 1 .63 O PICNIC TABLES - OU1RA ART PRO TS. MODEL 7PT60 (716) 3SO -9000 SEE DETAILSNEET Q 060 16' 09" 20.00 2 . 19 1 . 10 [:vLouR RAND AUMSH I� N 49.23' ! 3''C 12.34 I 60°24' 21 " 2 .50 3 .51 2 . 1 1 PAVING NOTES ' I© 36° e5' 46' 24 .50 16 .56 6 .62l� MIN. 4" THICK CONCRETE SIDEWALK WITH MEDIUM BROOM FINISH. "COLOR ' !RLVERSIDE BUFF` /C-28 IATERGRAL MIX COLOR AVAILABLE Q 67c4'3' 02" 4 .50 6.69 4 . 32 FROM L.M. SCOFIELD COMPANY (213) 723-5285 SEE DETAIL A i 4 85c39- ! 9" 2 .50 3 . 74 2 .32 SHEET / 7. 15 N 61 ' 17' 20"W 2 .092❑ INSTALL 6"X6~ 6-6 E.W.W.M. AT MID-DEPT11 IN CONCRETE SLABS AT N 83°30' S4"E 2 .09 BASKETBALL COURT AND PICNIC SLABS. 1i6 3 SASKETBALL COURT PAYING MATERIAL. ROYAL'BLUE M.SUM1ER RED /98. lZ° 17' 561; 30.50 0 . 16 0.06 ADOBE TAN /73. AVAILABLE FROM IDCH MATERIALS CO. 14979 SLOVER. ' I e 86"100" 2 .50 3 . 79 2 .37 FONTANA. (714) 829-0505. 47' 44- 42'• ! 4 .00 1 1 .67 6 .20 V WIDE TYPICAL CONCRETE MOW-STRIP. SEE DETAIL /D -SHEET 17 z ® v ® 4�S • ® 72"52' 22'* 2 .50 3 . 16 ! .65 5 12' WIDE TYPICAL CONCRETE MDW-STRIP. SEE DETAIL /E -SHEET 17 ❑ �+ SSS 0 67"07' !4'* 2 .50 3 .60 2 .36 M fit ¢� SAND PLAY AREA - MIN 18 DEEP, FINISH SURFACE 2 BELOW S uti o 09" 34' 36": 29.00 4 .85 2 .43 SIDEWALK OR•MOW-STRIP. #E16 SILICA SAND. AVAILABLE FROM ® o L=g9•e �'.� © 65° 26 53' 2 .50 3 . 73 2 . 31 ❑ P.W. GILLIBRAND CO. (213) 340-3830 �s23• ? r�e2. /: Q N 36° 13' 41 "W 3 .60 LOCO TO iE BLUE. 7 HANDICAP LOGO AND STRIPPING PERGITY STANDARDS. PAINT AND 20° 27' 4b' 35 .00 12 .50 6 .32 © HANDICAP RAMP PER PLAN AND PER G1TY REQ.. N 56041 ' 27"W 3 .60 ! 2052' 52" 29.00 6 .52 3 .27 ' Q 65c 26' 52" 2 .50 3 . 73 2. 31 C MTP=Tm LF(wm N 76I 40' 34"W 7 .60 ® O 3© ! 6° ' 4' 06'' 39 .00 12 . 41 6.26 C.J. COLD CONCRETE O T h Q 06041 ' 43' 35 .00 4 .09 2 .05 CENTER LINE a� \ \ ` 3 N 89° 47' 03''E 7 . 43 ' CONC. CONCRETE �--- !_ N 1i ` \ 2 © 93°22' 20' 2 .50 4 .07 2 .65 CONT. CONTINUOUS `- �� © s � 34 ! 7' ! ! ' 20'' 45 .00 13 .50 6 .60 DIA. DIAMETER A �__ 1 O4 D. F. DOUGLAS FIR �� a9 G © ©\ 5 N 66016- 57"W 2 . 43 EA. EACH� O 3� ! 7° 54' !6" 40.00 12 .50 6.30 E . J. EXPANSION JOINT EQ. EQUAL ® ® p © N 48.22' 39"W 2 . 43 EXIST. EXISTING D 36 04° 23' 32" 15 .00 3 . 45 1 .73 FTG. FOOTING GALV , GALVANIZED PC a �; 3© 60` 24' 22" 2 . 50 3 .51 2 . ! ! H. B. HEADER BOARD .� �' M. B. MACHINE BOLT z MAX. MAXIMUM m MIN. MINIMUM NAT. NAT� NOT N. I . C.N. I . C. CONTRACT h o J N.T. S. NOT TO SCALE %© O. C. ON CENTER W ` v © �� v+ I0 P•A• v 1 PLANTING AREA \ 2 h W PROPERTY LINE o; N AD. RADIUS ® �0 • I cc R . S. RESAWN r R. RISER 1p,�• 1V ` E ory R.O. S. ROUGH SAWN lktIRWD. REDWOOD ® �1 _yam `�, •��o SHT. SHEET S. L. SCORE LINE 6 , SQ.® SQUARE S4S SURFACED FOUR SIDES•�i' pf � STD. STANDARD i T. F. TOP OF FOOTING `��pBMlA l T.W. TOP OF WALL � O T. TREAD oe� ® © TYP. TYPICAL W. I . WROUGHT IRON a ¢ I n3 W ESH d .W.M. WOVEN WIRE PENNY (NAILMSIZE) a - .IIS '_ i © 14 \ I rf or CAI REVISIONS FOR CITY UK ONLY DATE DESCRIPTION APPROVED MTIAL DATE STREET r. WATER/SEWEIR GAD& DRAW o TRAFFIC O (p �� MIL FNAL CHECK R/W AS COI O I� T1 p, R SE PLANS WERE PREPARED BY: FOR PIi1lATE USE Va "Rv� x-39 1 D=127 50 59 ` LAND Ute. 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CODE, LATEST EDITION. '-FINISH BRADS OR SNRFACE MATERIALS: EXCEPT AS OTHERWISE SPECIFIED HEREIN: TO 0f FOOTIIIB TV. 46 WOII l•AD. CONCRETE: 2,000 PSI ATA 28 DAYS, ( I G CONCRETE BLOCK: GRADE N, LTWT. UNITS, ASTM C FOOTING btl REINFORCED STEEL: 20,000 PSI (ASTM A615, GRADE 40) . I •3- M REM EACH Wily �^ STRUCTURAL STEEL. 24,000 PSI (COMPACT) (ASTM A-36) . ''• STRUCTURAL PIPE: 22,000 PSI (ASTM A-53, GRADE "B") . qm-C♦ W""-"WSO «� PLYWOOD SHEATHING: DOUGLAS FIR, STRUCTURAL 1, INTR., P.S. 1-76. ILASTER A"'I 4 �� �: GLUED LAM. BEAMS: 2,400 PSI (D.F. COMB. "F24") . P ' • LUMBER: GRADE MARKED D.F. PER W.C.L.B. GRDG. RULE 16 L r ~ r• SOIL PRESSURE: SEE FOUNDATION PLAN FOR COMPLETE DATA. �I �'j1 - T ��IA�. 1 PICA r11"IINIIII1111 DESIGN REFERENCES: INCLUDING CMRTS AND TABLES FROM: SLUEPIIISTONirmro8 _ '' LUMBER S TIMBER: WOOD STRUCTURAL DESIGN DATA (VOLUME 1), - NATIONAL LUMBER MANUFACTURERS ASSOCIATION. r`T � STEEL: ' MANUAL OF STEEL CONSTRUCTION, AISC. PILASTER" TB EA M �LASTER . CONCRETE BLOCK:N CONCRETE MASONRY DESIGN MANUAL, CONCRETE IZ QV��"IAN�I TYR �� ..• • ' MASONRY ASSOCIATION. , —CONCRETE ACI DESIGN HANDBOOK �KYjr12 WOOD �� � • �Z�:��.A- v`tsT-A� Ivf1�Vl I�•N tzar-Ib ��avlc�I�Ae, Q C 21 O.G. MAX �a" DIA. LAG OR MACHINE r' BOLT i WASHER FSM Tc o`'��-fin bV=S�- U/ SEE PLAN, SECTIONS j.ETC. S�IMPSON HEAVY AWAEIHL � _ � AVAILABLE 1PSONOCOMPANY 3�nf'SON Sr le •220 PALM STREET �- - l ." !�f - --- i+l}— 1� ;. - ) �= i BREA. CA. 92621 '� 51 asa 213 694-5775 ,' �_ � _ I •�x ��x 13 r A t M4� 87t-8373 �` Izsa s1 BEAM -- SEE PLAN, SECTIONS. ETC. -010-0 H�16HT COLUMN,TYh r f l ASTER A — l- +XG LATH.'°. $2- W 8( I �� �'� =I �T F-- l III M HEIG HT, TYP COLUMN ■ �13� =�g..qw-,: _ _�. sem+ - � / ---� 4 X 8 BEAM -- PERSPECTIVE � EAIA TO B hQ�,�a L v r r 4 • ': Exp -31- 1 ' f• �q� rgUCT PP Z BY: for FSP DATE: 7 U 16x16 BLOCK .I - W v SLUMPSTONE , s► V PILASTER - 1"di Yaw►ST 96T TUSTW,CAUPOW"924M 17141 93649M W 4x8 BEAM CENTERED ` _ �• fl IN PILASTER '' �• .♦ a 4 4„ •• Sqcr h, CqA� LIC NO 1283 �V 7,= 6I L+"1 10 = 15.2e5 •. ..A xx DATE _--� — --� J' s• ;•� 191E Of CN``�QR BEAD TO PILASTER_. f ��' �' REVISIONS �+�YUGE Y ,t DATE DESCRIPTION APPROVED "TIAL DATE 1� ct �1 • 'v' I GXv'•�" `-F'X a�� �I •1'� 't ti• / STREET 7 ZWATERISEWEF t•. GRD i DRAMA 2 0•G. _ � -h= l0 TRAFFIC d><b $F.AF'1 ,,_I�.lb , ia►a bb >C l(o X l Z•>c :- F--� z y } 1 Ioz R/W CHECK O � 4./ R/W 3 -�f9-->C t 1¢� AS CONST. _ �,�, �_ �-xs'x Imo•-} =o. q7 _`� i _ C � _x 1 I '� I - 3 /U X l2/l G X (Z Z — Z¢. 3 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE LAND CONCERN, L'T Q "TIAL DATE _ o of o Zx I G>c(Z:_ . t G 4-4 1-7/ •Vl M�liledwe •c' 1 r 1 hs��c-Ib� DRAWN V50 East�� ���' , . 1f•X1.S)c'' X z moi. &weAmwe " 19 / ! NAME ��(70 Ana,CA SM CHECKED S _ .{! I&xl•�l k z = (0. e- f^j �, I ZX I a X IZ 3 a a�S� P�_ 1 I L�' LICENSE ER tabs DATE E� �x.3• 3 I°I CITY OF RANCHO CUCAMONGA o 4 re �>r,�.M �g x obz ,� Q��4�C1?-x 6,2�b _ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION a x. L4� 313�c Izx G-1 _ 3 P�� 3� • 3 Six If, x l6►s� W-1k- PRO.ECT NAGE MILT LIKAE ARK low, �Ll�1�P�fGN!`(.UI.Uh'N�i _o - rt'I g — I�o0 / P llKsvt�i�b� - ` 8. I.�� T ! k 1 z" 't SHEET TITLE TOT LOT FI1�15+� cc �,.= 4-" s =�.1---� TV�x _ _ !�- OVERHEAD PLAN AND D►ET'AILS � �X IZ Fv � 1 +-I .A4-- s• a� �M =�,g > l.sa -r-M A APPS„ '7V = tv�ok'f-' I- 13�= S.� Gj• 11t..�I .��'t'Q ED ED 3�4 7 sv , ! S• �'I = 0. l - 3� a* —1��33 � �l X067�3 / o - - _ I I( a a E TY rt—E ANACNER DATE/# -I Q CITY ENGINEER p} r� vED (. S7�xti•1J - �s6.X I %� x(2 l7ATE /J w� ` SCALE 3/8 1 -0 f� ✓ EmAD S`CTiGNAZLEVATiCli r 2,:1 L f t}�C .� I_ +rG OFFICIAL SHEET OF 1 UVLAll R 3-, I�-�W - Q-` / ApPRovEo oRAMrMG NO. /�Dy_L OATS CITY PLANNER PROJECT SHEET NO. I/ OF z9 i • �M Ili 1 VARIES SEE PLAN 0 NORMAN BULL NOSED BRICK CAP COLOR TO MATCH TILE FOR LOCATIONS RI REBAR CONTINUOUS AT TOP I BOLTON PROPERTY LINES G ROOF AT RESTROOMS. .OF DRAINS SEE 1' BULLNOSE TYPICAL Ig SHEET 3 FINISH NUDE VARIES -- MIN. 11 THK. CONCRETE , FOR 19 FINIS" WADE TUJtF U NATURAL CONCRETE CURB SEE GRACING PLAN FINIS AND COLOR SEE PLAN. Q 1/2• BULLNOSE EDGE WITH SMOOTH TROWEL FINISH 12• CLEAN SAND FILL 1/4" x 3/8" DEEP SCORE LINE 1/Z" OfA. BULLNOSE EDGE g I l x8x16 21 MIN. SLOPE _x: rr` . BURFACE -- COURT FINISH o 0 14 CONT. SOIL SUBGRAOE TO DRAIN IES 1/2" BULLNOSE EDGE SURFACE -- SEE PAVING NOTES W I: J FOR COLOR A:10 SPEC. ZnS _ a I "' - 6 ✓--+ FINISH GRADE POT TENSION SLAP REFER o TO ENGINEER'S DRAWINGS FOR _ ► " _ 4; •� � - O, ��'• w_, • � •.. • i� • � '. -• , � •r `�' 1♦ PG:T 1EIISION SPEC - " • .. � ..? _ � ~ ,� � __ _ t • • .- II M3 REBAR CONTINUOUS . -, • • 1 =� y = I I �i 'I • �' • SAND LEVELING SURFACE O -IIID'.d _- _- MIN. 2- � _ _ •o o- _,-„ql (1111 I o = . !� •. ����� o . •?_, C i — , I _- _ - r - 6 K YISOUEfu I 111= II I�- �• . - 1� GROUT ALL CELL SOLID I tY. �.:• �, �---+SATURATE AND COMPACT U - i •: � •� SUBGRADE TO 90% PRIOR 17 = _ -i+i I � � illi ITIT_, ' m I - — ) , - :IO •'6l fb. TO POUR I e•• _ 14 CONT. .- _ SATURATED / COMPACTED SUB-BAST ILII- _ Ii- 1�b1/*COI'IPAC" 5400 fr I • r0 24- DEEP 111 =1111 I I I - JI{11 PRIOR TO POOP _ Iq N �Ill� `• • iMICKENEO (OCE _ =III ILII • 0 / 1}24 O.C. E XTCMXD COLLAR AT ►ER i11ETER 04 CONT. 4" ASS-SDR 35 PER TED DRAIN PIP E: PROVIDE SCORE JOINTS 0 MAX. 10'-Q" O.C. SPACING AND d1 BIL o :• 'II REBAR AT 24'CC. AT ALL ANGLE POINTS. G - 95>` COMPACTION SATURATE AND COCA. SUBGRADE PHILLIPS FIBER - SUPAC 1gMP TO 901 PRIOR TO POURING W/12" OVERLAP FOLD , CLASS 2 AGGREGATE BASKETBALL COURT 18" TOT LOT EDGE CONC. MOW STRIP SLAB EDGE DETAIL EDGE OF CONCRETE SEAT WALL N o r E • CONTRACTOR TO ORIENT PIC VIC PAD SO THAT BBQ IS DOWN1'J1r6OF TABLE. _ -= -VOLLEYBAYI POST i NET MST CAP CONTRACTOR SHALL PROVIDE AND INSTALL AVAILABLE FROFI: OOTTONTOP OF NET WAKEFIELD i ASSOCIATES SALVAGE TO AND KSLED j 1/4" YELLOW NYLON CORD FOR PLAYING 1100 QUAIL ST. /100 BB UNIT - NO BA r0 DE wNutnEO ( Q IRON MOUNTAIN IONIC TABLE � NO BARBS � I COURT BOUNDARY MARKER, ANCHOR All -- -- - f - ' L FOUR CORNERS AS INDICATED NEWPORT BEACH, CA. 92660 CS (714)136�1t36 FORGE 0 200-X P i " NYLON CORD POSTS(2): PATTERSON WILLIAMS U I B/0•o.o, ro►Mu 18 LAMER SILCA SAND ' MDDEL 2214-2 7 f«, I c II 3P ES. f ' ' NET: MODEL 8361-10 r--• FINISH SURFACE NOT `�C r f,•r;" '< IID. f iMIGE. Y CNr1111 LINK fTf[l I " ' wIR[NESN -lar BI►r[o cALr. 0 • INSTALL IRON MT. FORGE 1 7/0-0.0. so 41 POSTS 1 v • - • /200SHEEBQ PER DETAIL 0 10•-0•O.C. Nu. ''�r _ i dEws METAL EYE BOLT 0 ' > .. L,`t`t."G; I FINISII GRADE •INST rr�` •.� �r INSTALL All FAUIC ON MIIFICLO i I • • ALL +T•�I�- f1DE OF►osrs a or«ER EWIPI[xr I^ I 1 M ° + ' ' ( 12 LAYER OF CLEAN BEACH SAND I PICNIC TaL3lE I CLIA. _ - Y.1 +y r FINISH GRADE I PER MAHUFA PCCS FINISH GRADE 1// IELOW TOP OFA*f MODEL►COLING•- I ' 1 �' r'• - +• ' I i j •.• ' INSTALL C' $ S I COTTON TENSION MIA( .E�.r�. JIT Ai - `_;III y�y _ H GRAD - I 1 _ - � PROFILE W STEEL 47 �_ II .�- ' 0 TLE TOP W b �trA." Pd�6N... �. T FINIS E ry LINER TRASH CONTAINER PER ►{re TRASH CONCRETE FOOTING / IIlI ` T II I I ( I =x,11 O�tr• r, f MkNUFAC. SPECS. 0 °f � , " ��$�'+ ,TM,r--O CONCRETE FOOTING I I CONCRcTE FOOTINGV a non; UK 31 o.o. .. II CONCRETE FOOTING .„*++. )��� 11 =u a � + � I FOR GTE BR to rosr: ,< _ _ - 11 +�t FOR DRAINAGE DETAIL - - COMPACTED SUGGRADE -o OF VOLLEYBALL AREA III�I SEE ENG. PRECISE #,I; �N S NOTE: CONSTRUCT 4” THICK, NAT. MAY CONCRETE GRADING SLAB W/MED. BROOM FINISH OVER yDY COMPACTED SUB-BASE PER SOILS ENGINEER'S RECOMMENDATIONS. CH .AIN ' LINK FENCE- CORD BOUNDARY VOLLEYBALL POST BARBECUE PICNIC MODULE Z PERM�4NENT ALUMINUM FeNCN MY MODEL S/IOS iS IAMB (408 188-s04yL •NOTE: TOP AND BOTTdI ON% to SALVAGE TO BE KNYCI4ED � -x 24� W � ` V � I� •� _1� � X8,1 .. E N,>t 1 R/R• O.o. TOP RAIL •PITCHER'S RUBBER INSTALLED • -A I E_ho IN LiIL!'HrIS p - -� HOMEPLAIE INSTALLED PER PER BASE DETA1. BELOW AND PER BASE DETAIL BELOW S ANO PER 1"IDU L J� N Q I �. 9 CA1RiE, i' CHAIN LINK STEE1 MANUFACTURER'S SPECIFICATIONS NORCO MODEL 035 SPECIFICATIONS ' •PITCHER'S MOUMO � �� J O VIAE MESH - CH DIPPED GLV. BOaE.D MODEL 1110-fG BORCO MODEL 1300-AS 14 I-O I, ' is' ELEVATION 4C = {IITH.IREEN CANVAS WCHE _ - _ - 2 7h' O.C. SCM 40 POSTS' RS PLATE HOME PLATE _T - - ' - RED HEAD SURFACE MOUNTED BENCH I lo'-0. O.C. NAx. (M BRICK DUST 15-x15"X3- WITH SQ. TUBING ANCHOR INSTALL ALL FABRIC ONENSIDE OF FIN. GR. POST I SQ. IUBING SI EE YE WITH PROJECT HINGED LID (OR EQUAL). NORCO FINISH SURFACE SEE DETAIL 0 MODEL /100-ML BASES WITH 205-BA t FINISH MAGE I/4• BEL011 TOI OF FOOTING COMPAciEo sueGRADE FINISH SURFACC �� I1�• vI� Oulu, Rzin ' c •� eo . u • e �-• • ...��. CONCRETE FOOTING �— I COMPACTED SUBGRADE c ROTTaN RAIL MIA „a,E li 1 SNow oCOMIE lE1 ►LAM O � � li i +1-3/1" O.D. WIV. STEEL SQ. IUBING PLATE O BASE - =1 ANCHOR SLEEVE WITH HINGED LID •NpTt: Oat a-O.o, W UL MO im i IA" so • NOTE: PLATES AND BASES � M7I; W � �� � � A NORCO ATHLETIC BY -� - AVAIL ATHLETIC CO. - BATTER BATTER Ifl 1Y — 7 1 AVAILABLE FROM I THE WAKEFIELD CO. PAR (714) 152-6204 u 411 DUGANNALOUT DUG-OUT COURT BENCH COURT BIENCH H CATCHER EMP. CHAIN LINK FEN ORAE PLATE. PITCHER' S M O U N Ll REV 1 S 10 N S FOR CITY usE ONLY CAP- CO UFyPsrers RESTROOM ' DATE DESCRIPTI(N+l PPROVED "TU1L DATE CAP- COLOR 10 MATCH RESTROOM BLDG. 8'-0" BLOCK ON EXTERIOR SIDE ONLY. - SEE DETAIL "K" O STREET O ATER/SE 2 3I" GAIV. STEEL HEAVY 1034>� rMSNf7oot''Ic��i GRD i DRAMs DUTY HASP AND STAPLE CAP-COLOR ro 1MttN I c STANLEY SP 917 RESTROOM BLDG. TRAFFIC WELD CAP ALL _ THE WAY 6.4x16 BLOCK WALL- SLUP'1P' STONE FINAL CHECK 6 16k- 1"XI" BAR STOCK AROUND R/W ' I BRACING " --� /4 VERTICAL 0 32' D.C. AS CONST. N 3 3"' I F 4 t 10• DIAM. x 12' DEEP CONC. o r /,r E UUT" O.C.I ON ANCHOR BONS THESE PANS WERE PREPARED BY: I& 1 4/ \ SI-O" U 1.s /4 HORIZONTAL CONT. 0 32. O.C. C�, ' 0 1 t 1 TRASH DISPOSAL BINS / ��LIN� � �� / �� ' 36 IIAM. x 4'-0' DEEP CONIC. __ FOR PRYATE USE 3 m j I PROVIDED BY RANCHO DISPOSAL 1 0 —•GROUT ALL CELLS SOLID FOOTING AT ARCH - INC7 p � MTIAL OATS I TYPICAL.3" DIA. GALV. STEEL 2" CLR. � 5EH� •Yl `� POST. (6 TOTAL ) '1 L-- J---J 2-i" DIA. GALV. STEEL CANE 18" INTO*SIDEWALK _�4" CONIC. SLAB BOLT STANLEY CO. 1009 TO GROUT SOLLIDVINS12' OEL IAS, /4 HORIZONTAL #� "cE I' LAYBACK ARCH EBACKSTOP11MODEL LIAMS dwedfiftnOW4 DRAIN • PER MFG. SPECIFICATIONS 'Gamt?kigC4SIM CHECKED SECURE GATES. 12" DEEP CONE. FOOTING: REBAR CONTINUOUS NAME DATE FRONT ELEVATION FINIS„ GRADE PLAN VIEW NAM NUMBER � `r SEESTEEDETADLW 0 GATE CONC. SLAB 9OXC0►pACr(D SUB6RADE LICENSE" .4 TYP 1/2 RADIUS � INCE ATTACH STEEL POST TO BLOCK � � ;' ' -�� ..wus:w � CITY OF RANCHO CUCAMONGA WALL Wlra 1/z- x s- LAG '•'' COMMUNITY SERVICES DEPARTMENT: PARKS DI`./ISION • FRONT ELEVATION.SEE . • '' - r2-/I REBAR CONT. DETAIL THIS SHEET. 4 BOLTS AND LEAD SHIELD AT 12' D.C. �, -� -Q" STEEL 3x311875 POST WELD I_ZE D ENIN CAP i GRIND SMOOTH• FiLL POST WITH CONCRETE JL.UMF DLOCK 3X3 STEEL ANGLE GATE FRAME " ' � '� ���w � � : ' � • �� PRO•ECT MALE A I iti^ '� MILLIK E MI N. i'''- N PARK -PLAN VIEW G - l"x1/4' BAR STOCK SPACING 2' 6' - 1111�� ,� wX n�4r II a • • IO' SIDE CONC. NOW I j �- ----- - - 1 4" DECOMPOSED GRANITF SRI SEE DETAIL C - s- 4 II W"1246F. iE� � • - SHEET I CONIC. FBOLTS FOR SHEET TiTLE - - - TYPICAL WALL SECTION - ANCHOR BOLTS S'-O- D.0 C N iZP t - • CONIC. FOOLING AT O S TION ���� 3"13' HEAVY DUTY 1X4 R0$ O.F. FRAMING AT TOP jI 905 COMPACTED SUB GRADE •A ARCH - ENos i BUTT MIKA BY STANLEYA 2x6 ROS O.F. GATE PALINGS ( 6 � SECTION ED APPROVED IPOSTTI GATEFRAME LD TO' SECURE PALINGS TO STEEL FRMS 3i-f79 CARRIAGE BOTH (1 AT TOP AND BOTTOM) D WITH NAu(2 AT TDI AND BOTTOM) 69EOGMIRA1rTY S MANAGER DATE�D rI 7� CRY ENGSE9i 1x1 ROS D.F. VERTICAL GATE O D EDGEns BASEBALL FENCE POLE FTG. °A� SHEET °� AOPRbVED TRASH ENCLORUREHINGE DE�'AIL -- APPRDI► = oo- ORANINEi IID. .1► PROJECT SHEET NO. /,ZOF �9 18'-6" DECOMPOSED GRANITE • OR 13'-6" SEE PLAN CONCRETE MOW CURB W/ IM SMOOTH TROWEL FINISH a yr w%sx wuos"u ou.. 1/2" BULLNOSE TYPICAL i 12" SQ. SLUMPSTONE COLUMM TRASH RECEPTACLE \ FINISH GRADE ♦•- — '' , Z •b., . wrier sv.►. it v eo o ati s _ ,' 5/ ED HEAD LAG wvr� wwrs Ie ..•dr�lQ � N • . . 6 X 8 PERIMETER BEAM CONCERTE WALK EDGE 5/8 PREDRILLED HOLE - --------- I�' SEE DETAIL 1 4 X 4 @ 24" O.C M N - SCOREL I NE • r, 01 SCREWED SIMPSON "U".HANGERS #4 REBAR CONTINUOUS— r' '�' - ., �.�.�, 6%07#Q&A f DRAIN HOLE ; LILL #3 DOWEL ' % `�"" - /; o tia.rawuc 6 X 8 RAFTER (6 TOTAL) l 'y + CONCRETE SLAB f `„ PILASTER SEE DETAIL ! _ f ' ��c'rwk�o"� tasa"" � oo:ucpwg r 6" n o r EXT. PLY SHEATHING 90% COMPACTED •-c t1 CONCRETE FLAT TILE ROOF SU8-GRADE 6" o Y �,; r ;;1" «•� 1.12 to -- 1 M —coscawtn Model 3380 C 0 Ck"I"ETECUR"ftBTRASH RECEPTACLE t-�� NE COU'RSE PLAN VIEW PICNIC SHADE SHELTER , �Ris AT PILASTER ; DETAIL iUK FOUliTAIN UK 1*4 1 3/4" S MACHINE BOLT TO ' P 6 X 8 PERIMETER BEAN zx4 CAP Yx4 5/8 " 0 X 6" LONG LAG f 3 TIES @ 8" O.C. 3/8" PLATE TYP 5" 0 X 6" LONG PIPE PLAN (SCH. -40, 5.563" O.D. ) W FLAT CONCRETE TILE ROOF MATCH �° 12X6X12 SLUMPSTONE BLOCK HiAlr. STEEL 6AiE 2 HEAVY OutY 6ALv. ' / 1/4" THICK X 2 1/2" WIDE a TILE ROOF AT RESTROOM BLDG. ° • o 0 --♦ GROUT ALL CELLS SOLID LATCH ASSEMBLY STEEL IIIN6ES . A �� X 12" LONG STEEL TAB V, 5 �— 1/2" EXTERIOR PLYWOOD SHEATHING GI 0 O 4- #4 VERTLCAL AEBAItS 6" X 8". HIP RAFTER (TYP. ) � 12" SQUARE BLOCK COLUMN 6X8 RAFTER o o � —♦ O • `� 0 344 REBARS BOTH WAYS zx4 FwwE ON [AN:Ic SIDE 2 3/4" ]� MACHINE BOLT TO 4X4 4X4 NAILER � I , 4" CONCRETE SLAB HIP RAFTER o 1x6 PERT. T 4 6 0 o I zx4 - - - - - _ b 3/16" TYP. 6 X 8 BEAM a v W/ 6" X 6" # 10/#r19 W. M. RAFTER TO COLUMN U6 CONNECTION; e e o . � 3z6 RED HEADED TO \ �� ' • `�� ' �� w --� 1/2 O.C. x 1,2" A.B. _ o c � o SLUMP STONE WALL - WELD TO BOTTOM OF CAP N 3/8" SEAT PLATE � •l ii .... tr - • _ 1211 .� ��� _J l__ • Lr. (L)SHAPED BRACES IN • 11" SQUARE 3/8" BASE PLATE 0 Q ' I 4 COMERS ON BACK SIDE. _— ��I OVERHANG I I �-, Q L_ 5'-0• z• MIN. AT#TOp TIES @ 2" ON CENTER 4 0 12X6X 12 SLUMPSTONE BLOCK CONCRETE FOOTING N NOTE: s TYP. 1/4rr I I 244 VERTICAL REBARS �- -+ SATURATE AND COMPACT W . Q. MOOD TO BE PAINTED TO WITCH WOOD TRIM AT REST ROOM BUILDING. 4-5/8" 0 X 10" ANCHOR BOLT GROUT ALL CELLS SOLID 24 S SUB-GRADE TO 90% LOCK PER CITY RECOMENDATIONS WELDED TO PLATE RAF Ell �1 W SLUMP STONE FENCE RAFTER TO CONNECTIONCONINECTIONCOLUMN RAFTER TCS COLUMNFOOTING DETAIL I N y� COBB,I.ESTONES: RIVER WASHED GRANITE j (TO BE APPROVED) . IeXOcB (Y�SNRmM t�P W V NOTE: FINAL RESTING POSITION OF RESTaooCCA8-CCOOLOR TO MATCH STONES TO BE APPROVED BY WE CITY LANDSCAPE ARCHITECT. � 6x4x 16 BLOCK WALL- CURB ALL- � : ::�, swt~+wyr�G MsTul FST, CURB —1 04 VERTICAL 0 32" D.C. h SIDEWALK " COBBLESTONE 14 HORIZONTAL CONT. 0 32- D.C. ; - GROUT ALL CELLS SOLID V r i •-•,J'• k4� 3 1/-2" MINJAUN ALL SPACES IN BETWEEN STONES ± t FINISH GRADE CONCRETE BED SHALL BE DRY PACKED WITH 5 PARTS CONC. SLAB 90%COMPACTED SIAGRADE `P`�EpRNIA SAND AND 1 PART PORTLAND CEMENT. 1. KEN OKAMOTO & ASSOCIATES, INC. <�c � Sq c9� NOTE: -�� • ., .�. ,.•�• Nw�: � r���IIf!� � STRUCTURAL 1.COBBLESTONES: 1dAY,. 13" �� I�tl1. 9" .• �,= r-=�2-/4 REBAR CONT. L [N O 1 N[E A[ '1.33% OF ALL ROC.: BELOl: GRADE. H - ;. .; . �� < ��J==� r � _ � ,� It 33 �' n t / i ` W C. N0. 12 = _ I� -"O DAiEtj � i W1q •tea--+(�.. '1"11 . � �0. o �IlG _ j . . �l9rE QF CAl1F���\P COBBLESTONE PARKWAY ,� ��� �' s Z' r ►��. I rJ R E V I S 10 N S FOR CITY USE ONLY M I ��' IF '� p.s 4 DATE DESCRIPTION APPROVED INITIAL DATE STREET >1 l l� � 1•�i• d C •, _ GROWATEi/SEWEFI DRAM! 12 �� TILE ROOF "�- " ��'O �' � �oLv TRAFFIC 5 \ 4X4 @ 24" O.C. Z ----^ t �►L 1-..r}-t•.+r` � /j��X T""—'""-- _ FINAL CHECK 6X8 HIP RAFTER W C too" � Lo 1/�- b�SPAN AS CONST. - 2 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE X -,-- - -- -- -- I.S k Gd#r� h b '" I` —' -� AJC�. -b 1-s X 1 G ;. • 5 -'� LAN' CC147�.Lm INITIAL DATE ,� j i�5 � x I .2S /�¢ I 2 7� ,�• 't='T-' lar�cAo+Ardr�ovwPlwi? DRAWN 12 -� _ 1739 fast Dews Aax�a �.I i 'T 7 a-e'• $-�( I-L tmoAr,.CAClr CHECKED YP I --•__—___—. � � 1 G• 1- I_ w' 1 .�) NAME 17W1MMTt Nr(noIL&7�M Zx I r7 + DATE SLUMPSTONE COLUMN w �-i-_��Q1 -� 1•��%�'- 4y �� -v . LICENSE NUMBER FILE • .s.x 4-' I s 1- ��I�• 3� 1�-x10 =-�o * � 4 -�/ CITY OF RANCHO C E � t x _ _ UCAMONGA FINISH SURFACE VAR Sr 1300 m ' ' s.1 ~ 1�'1 r 6xg �I� 0 ` �" Z COMMUNITY SERVICES DEPARTMENT. PARK IES F.,K r` '`, `�' �: 19 . 33 Y. Ilk o 0. ��- /J(c-�- S DIVISION J SEE PLAN I' I �' � PROJECT NAME 1 1 � to=-- Iv x -3r, /1 I per` = °• 3rl= l JMILLIKEN PARK CONCRETE y-'��= ,, 1� 'f-- v�� �f SHEET TITLE RETAINING WALL , - L, 4 v - PAVING '1=- 5G►. � � Gal.• ^ltiatlV• =• (° �' � =•- 2G. M .:, �, o.�X,��,s-=z�13�1 + �. CONSTRUCTION DETAILS CONDITION VARIES 1r , J L t- SEE PLAN �11'�' ` r _ ` — 2�•c}.� 3 —1.fof.li'XQ 1 4Q.SX 12X�•M 9 A VED APPROVED �` 13Oox I•Z-� .�--- �f �q r.�. t �}• '1-(0•S + 7 ✓� �'C (?�X (0` 0' C( f,� 3 " IJL -- 3/47 4" CONCRETE SLAB � p �►i�I G O'r^(NG �I D T •C TY RV S MANAGER DATE _� _ + b CITY ENGINEER TYPICAL SECTION W/ 6"X6" lOX:10 W.W.M. I��S s` ,�k- y �k c �j / rr' �CI; DATE NIG OFFICIAL f SHEET OF �� /1 P l . . Sk;��•&f! AI'PROVEO A DRAWING NO. ly0Q� ' DATE CITY PLANNER PROJECT SHEET NO. /30F tw:0 MV V @wow CIA0 • • ■ A�.IN.M •MIS.• � . .� +r.,-�•..�...�. -•1•�.■u..,.� w...v+:rr..+►+r•�•-• yr�■a'� � 'p��.• A�.��M sMLs• ♦ -'- N ;:w.^ ' ..r:.• •'r•�.. .- •�\-' '•. ems•:A..•.+:.wr��►•��/.I'�-'iw• 30t L • 1 a Ao p' 171_04 cosofo1. Poo • �LL LINES INDICATED SHALL BE WHITE ELEVATION ELEVATION TRIPED - PAINT AVAILABLE FROM BS CH MATERIALS so.0606�CO. 14929 SLOYER, T�yq, EQ ED EQ. E(). • ALL LINES SHALL BE 2" THICK UNLESS OTHERWISE NOTED. L Jt • BASKETBALL HOOP TO BE 10' -0" ABOVE FINISH GRADE. p I W I W + • BASKETBALL COURT PAVING MATERIAL. ROYAL BLUE_#86,SUMMER RED #98, f. :: :::::::::E....... i ADOBE TAN #73. -AVAILABLE FROM ' KOCH_MATERIALS CO. 14929 SLOVER, ;.....::::::�; : fONTANA. (714) 829-0505. O �-� �� ,-o/ ku tu $4 At MIN. '� MIN NIIJ. 6141.1► DIG 14 • CONTRACTOR TO PROVIDE COURT SLAB PER DETAIL, TOGETHER WITH SURFACING, STRIPING, ALL NECESSARY EQUIPMENT AND CLEAN-UP. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. BASKETBALL COURT STRIPING:_ ' w(. .� W 4 HORIZONTAL LADDER �+ _ BALAN E BEAM �42'xq N�• xs WT5 . W U W 2 U. W \ • i �`�p�Ilu► 1� Ur- MO 1213 _ aWt �zJ�O A Mi[ OF CAL ' R E V I S 10 N S FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE STREET WATER/SEWER GRD i DRAIN TRAFFIC FINAL CHECK R/W AS CONST.RI THESE PLANS WERE PREPARED BY: FOR PVATE USE � �R p K Lm INITIAL DATE 1�°yaI'°M�oYM�I DRAWN G CHECKED NAME �IFN�t Ar �"MM DATE � LICENSE NUER FILE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PR(mmT NAA TERRA VISTA RK MIL XEN PA SHUT TITLE CONSTRUC110N LAYOUT F ED A ED 1/479 J 'r TY V MANAGER DATE 16 -/9- v Y. CITY ENGMEER 4.40VEOy nn 1 .T 34 DATE _�buIIL11G OFFICIAL SHUTOF APPROVED - DRAWNG NO. GATE # CITY PLANNER 1 PROJECT SHEET NO. 14 OF a9 Q RAINBIRD 1812-SAM-PRS, 15H NOZZLE, £( 41 HALF CIRCLE, 1.9 G.P.M. AT 30 P.S.I. LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN E 2 41 E 3 j{�P TORO XP-3005, 05 NOZZLE, FULL CIRCLE 4.2 G.P.M. AT 40 P.S.I. ONE (1) CALSENSE 2000-24 - 24 STATION AUTOMATIC 0 RAWWD R-70FC-RC 3" RUB ER COV. ROTOR POP-UP 18 57** 14.0 50 FULL CIRCLE I " h a ( R-70PC-RC J_ 1 1 1 18 57** 14.0 50 PART I MEYERS: MEUGNIRMLCOMBINATION MOUNTED METER AND TORO XP-300P 3" POP-UP STREAM ROTOR 10.0 39** 8.6 40 FULL CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 VOLT XP-300P 10.0 39** 4.3 40 HALF ••. �� 2b E 8 ti POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER le XP-300P 10.0 39** 2.1 40 QTR. u I�Z' Ire SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ® XP-300P 5.0 29** 4.4 40 FULL Lail' r� l;It7 5 0ll 5 7 EXACT LOCATION TO BE DETERMINED IN THE FIELD BY XP-300P 5.0 29** 2.2 40 HALF 10 'o /67\��5" a IIs LANDSCAPE ARCHITECT AND CITY OF RANCHO CUCAMONGA XP-300P 5.0 29** 1.1 40 QTR. ' 'o6i q AUTHORIZED REPRESENTATIVE. O 316-00-02 02 22 3.0 40 FULL 308-00-02 02 22 1.5 40 HALF LF 11$y 50 / fY 304-00-02 02 22 0.8 40 QTR. 4cz - 316-00-01 01 17 2.4 40 FULL PROGRAMMING WITH A CAL SENSE REPRESENTATIVE NOTE: CONTRACTOR TO COORDINATE CONTROLLER 308-00-01 01 17 1.2 40 HALF _ 121304-00-01 01 17 0.6 40 QTR. U r Z' " DEPARTMENT.F MEMBER Of THE CITY MAINTENANCE Q 57000-PC 1.0 L.A. 33* 1.0 40 ADT.- I 8 XP-300HP 12" POP-UP STREAM ROTOR 05 29** 2.2 40 HALF ( " ' XP-300HP 05 29** 1.1 40 QTR. 316-12-02 02 22 3.0 40 FULL THIS PROJECT REQUIRES ONE CALSENSE m 308-12-02 02 22 1.5 40 HALF [ I MOISTURE SENSOR FOR EVERY FOUR (4) 304-12-02 02 22 0.8 40 QTR. 412". + , \ IRRIGATION VALVES, E.G. A CALSENSE S 316-12-01 01 17 2.4 40 FULL = '� ' � �.. y�� � ~ n M MODEL 2000-24 STA REQUIRES 6 MOISTURE 308-12-01 01 17 1.2 40 HALF n �, O La SENSORS. PLACEMENT OF MOISTURE SENSOR 304-12-01 U1 Re ,� ��� .' �� I�'I « �� � � SHALL DE THE RESPONSIBILITY OF THE u�pp� 17 0.6 40 QTR. ■ 1 /„ Z MANUFACTURER. USE ONE MASTER VALVE PER RAw�v 1812-SAM-PRS 12" POP-UP SPRAY HEAD 12F 12 2.6 30 FULL ILLW II r \ r/ ZM �I11 u CONTROLLER. FOR INSTALLATION AND 1812-SAM-PRS 12H 12 1.3 30 HALF O ! r ' '1 SII i Uj PURCHASE INFORMATION CONTACT: tz 1812-SAM-PRS 12Q 12 0.7 30 QTR. - 0 1812-SAM-PRS lOF 10 1.6 30 FULL RICH cc 1114' r, 4 CALSENSE MURRAY 1812-SAM-PRS IDH 10 0.8 30 HALF � 2075 CORTE DEL NOGAL, SUITE J Id " bL 1812-SAM-PRS lOQ 10 0.4 30 QTR. / !I 11 j�N • n 7� CARLSBAD CALIFORNIA 92009 6 1812-SAM-PRS 8F-FLT 8* 1.6 30 FULL ( , r44 (714) 458-0219 a 1812-SAM-PRS 8H-FLT 8* 0.8 30 HALF 3 .� co 47 1812-SAM-PRS 8Q-FLT 8* 0.4 30 QTR. 1812-SAM-PRS 15SST 4X30 1.2 30 SIDE STRIP ,�. •r, { Lt Uj LU NATER PRESSURE INFORMATION OBTAINED ' 1812-SAM-PRS 15EST 4X15 0.6 30 END STRIP JV (�' ° r 4 4qI - z FROM JOHN KNAPP AT THE CUCAMONGA X 1806-SAM-PRS 6" POP-UV SPRAY HEAD 15F 15 3.7 30 FULL 1806-SAM-PRS 15H 15 1.9 30 HALF I AGI' �I " .r 1s5• �� �� '' •_ J COUNTY (CCWD) MATER DISTRICT ON 1� 1806-SAM-PRS 15T 15 1.2 30 THIRD T+ ly -� h yE 112 n. 11-09-89. (714) 987-2591 % 1806-SAM-PRS 15Q 15 0.9 30 QTR. /4 1806-SAM-PRS 12F 12 2.6 30 FULL -� Z6 1806 SAM PR' 12H 12 1.3 30 HALF MAIN PRESSURE SUPPLY LINE SHOWN UNDER COBBLESTONE FOR CLARITY 1°31806-SAM-PRS 12T 12 0.9 30 THIRD { e5 �lr PURPOSES ONLY. INSTALL IN Ai 1806-SAM-PRS 12Q 12 0.7 30 QTR. l ��, - •+ s, fir/ �, PLANTING AREAS WITHOUT o 1806-SAM-PRS lOf-LA 10 1.6 30 FULL 1.� _` I//1• ,. � #,. 1. I„ I� �a:'.: � ExCEPTION. n 1806-SAM-PRS lOH-LA 10 0.8 30 HALF •� '� 0 1806-SAM-PRS IOT-LA 10 0.5 30 THIRD 2 7% 7 77 I4 � Y fL 1806-SA14-PRS 100-LA 10 0.4 30 QTR. O 1806-SAM-PRS 8F-FLT 8* 1.6 30 FULL 3 'b I 1 O 1806-SAM-PRS 8H-FLT 8* 0.8 30 HALF �� �/ 0 I 1806-SAM-PRS 8T-FLT 8* 0.5 30 THIRD G(� • 1806-SK4-PRS 8Q-FLT 8* 0.4 30 QTR. A 1806-SAM-PRS II 15SST 4X30 1.2 30 SIDE STRIP � ' L ALL TORO XP-300 AND 300 SERIES ON 'E' WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET Q 1806-SAM-PRS 15EST 4X15 0.6 30 END STRIP •� CONTROLLER TO OPERATE ON 35 P.S.I. IN LIGHTS, TREES, M.) INTERFERE WITH THE SPRAY PATTERN LIEU OF WHAT IS SHOWN ON LEGEND. OF THE SPRINKLER HEADS AS TO PREVENT PROPER COVERAGE, =1 2" REDUCED PRESSURE BACKFLOW PREVENTER. B rC A CALSENSE 2000 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED ON A HYDRASAFE STAINLESS [HE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE = +�?` 144 STEEL PANEL INSIDE PARK RESTROOM FACILITY. SIZE NOTED. SEE DETAIL NO. SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR "=110 ��� I1 � LZ. HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE =� �� �J 1 7 =� ` ® CALSENSE 2000-24 SERIES AUTOMATIC SPRINKLER CON LLER MOUNTED WITHIN MYERS APPROXIMATE LOCATION OF EXISTING 0©STRUCTIOII SO AS TO PROVIDE PROPER COVERAGE. ALL r x � MODEL MEUG D/I. REFER TO SHEET��OF�, NOTE g AND SHEET�j. IRRIGATION HEADS IS PER INFORMATION ADJUSTMENTS SHALL BE MADE AT NI" O ADDITIONAL COST TO n ~1 "�A r aft _ DERIVED FROM WEST GREENNAY PARK. THE OWNER. (TYPICAL) _ Uj �� L/ _ RAINBIRD 'EFA-CP-PRS" SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE VALVE DRAWING 11400-L AND TRACT 13298 s� p ) ' _ - SIZE NOTED - INSTALL INSIDE WITH C CONCRETE BOXES WITH LOCKING PLASTIC SKEET N0. 3 OF 12. CONTRACTOR TO = � _ =� � _ _ _ u d ;� ^ LIDS. SEE DETAIL NO.0 *+* a VERIFY EXACT LOCATION AND RADII OF SCALE 1 ":30'-0" 4 I , = EXISTING HEADS AND MAKE ANY = r co NECESSARY ADJUSTMENTS IN THE FIELD ®- r' .,. O RAINBIRD 33-OLRC QUICK COUPLING VALUE IN GREENNAY ONLY - 3/4' SEE DETAIL 00. 7 • 150 L.F. a` I,' �-�p j = w TO ACHIEVE HEAD TO HEAD COVERAGE AT =I Z •• /� � � � O.C. MAX NO EXTRA COST TO TIIE OWNER. /[ I� LU / N n y O RAINBIRD 44-OLRC QUICK COUPLING VALVE NITH LOCKING RUBBER COVER - SHRUB AREAS ONLY - SEE Uj Y �• % 1 4 : DETAIL NO.tL 9 150 L.F. O.C. MAX IN PARK AREA ONLY rI " r WILKINS 575-SRP REDUCED PRESSURE TYPE BACKFLOW PREVENTER - 3" AND LARGER - SEE DETAIL NO. 23 PRESSURE CALCULATIONS F3 J c'' �/: ►� .. s, " r nvssau GLCVUTICws "� .J , 9 _ \�" a ' ❑ FEBCO 825-Y-BV •REDUCED PRESSURE TYPE BACKFLOW'PREVENTER - 2" AND SMALLER - SEE_DETAIL �, _ () `y- /11011 wATQ M1TtR TRACT MO. 17207 �" No. 8Z. Z ` 1�TQ NaTim / - sitz 2- `f �x •• `{\ H NIBCO T-113 SERIES GATE VALVE NITH BRONZE WHEELHANDLE - LINE SIZE - SEE DETAIL'00.2i . F Y; l` 7 �-� 1 0. h suvATlOw un � � � n r - ® 1 , � 7T 9,1 e / I 'L/, (lz MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR AMOUNT AND LOCATION - SEE 144o: r - I Z 1 N 1 -'7 p rX.477 42 P.s.I. DETAIL NO.af. W sanrscowrsot vuvs n szzs iii:- ®. DATA INDUSTRIAL 2Z0 FLOW SENSOR .� '�tt' J v IFh L ` cA>uwc t7 V. HARDIE 102-N.0 MASTER VALVE - PROVIDE ANY RELAYS AND MIRING REQUIRED K XLXVATIou FOR AUTOMATIC W 751ssXO1lX . Q.C.V. A OPERATION BY ANYONE OR ALL CONTROLLERS. (SIZE NOTED) - SEE DETAIL N0. - - ..X.I. � O • I ZZ uii um �♦ y ® COSTANFLO -- FACTORY PREPIPED AND PREWIRED IRRIGATION BOOSTER PUMP ASSEMBLY MOUNTED ON I O MAIN PRESSURE SUPPLY LINE SHOWN � '� � • • FOR CONTINUATION OF MAIN FOR CONTINUATION OF MAIN PRESSURE STEEL SKID BASE IN IRRIGATION EQUIPMENT ENCLOSURE - SEE IRRIGATION NOTES 2 wA '�n' PRESSURE SUPPLY LINE, REFER TO '� ' UNDER COBBLESTONE FOR CLARITY 1 AND SPECIFICATIONS FOR ADDITIONAL INFORMATION - SEE DETAIL MO. Ln 1 SUPPLY LINE, REFER TO TERRA VISTA PURPOSES ONLY. INSTALL IN 2- It.F. sAavLOw otvzcz 7.00 TERRA VISTA TRACT NO. 13275. ♦� EAST GREENNAY CORRIDOR DRAWING PLANTING AREAS WITHOUT 7• cASX „i,t� d STUB OUT MAIN PRESSURE SUPPLY t%o,I STUB OUT MAIN PRESSURE EXCEPTION. - KING BROS. "KCS" SERIES SWING CHECK VALVE - LINE SIZE LINE AS PER DETAIL NO. I8 �� SUPPLY LINE AS PER DETAIL NO. 18 , (r(V '57 >� 517 2' ■am. vAtlrs Lo ♦� O " I1fI `n '♦ ?` /7• BURIED PRESSURE MAIN LINE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SIZES 1V rwsss. SAX:. tr,..-orrl - /� AND SMALLER - / ♦ LLE SIZE NOTED 1 - w►Is tsws was L. � AZID'rX.CONTML•ALVX BURIED NONPRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED 1 ii2 1..7 u.au Ll" �" / ♦ NOTE: THIS IRRIGATION SYSTEM BURIEDrzTrn$G Lass (10%) 2-3 I�r ♦♦♦ IS BASED UPON A MINIMUM OF 3" POINT OF CONNECTION - CONNECT TO NEW 2" TURBINE E_: PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED 41 WATER PER WEEK APPLIED FOR 8 WATER METER FOR IRRIGATION. THE CONTRACTOR __ � � ��� / ! I F4 �" ♦ * ` SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR IRRIGATION CONTROL WIRE CONDUIT INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED IIYI.' I HOURS A NIGHT / 6 DAYS A THE (INSTALLATION OF NEW WATER METER. CONTACT so:AT sUD-YSI Lauss lsY III„" ` 3 -`` WEEK, BETWEEN 9:00 PM AND nlsssoss s�pvaf>m AT ssAo. IL lop VA• /1_ THE CUCAMONGA COUNTY, (CCWD) WATER DISTRICT AT ,MAL Pat"GIRS "IQVDM; 491-0 2- 5:00 AM.♦ Z (714) 987-2591 FOR COSTS AND INSTALLATION ^L INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES sTATzc nussoss AVAILABLE: 97 1IQ) ` 1 PROCOURES. INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER EXISTING NATER PRESSURE: 64.0 P.S.I. IIhA1` INDICATES ELECTRIC CONTROL VALVE SIZE LASU Ass. rssssoss AVAZURE tnls-sat: - „ \ ♦ SYSTEM DESIGN PRESSURE: 49.1 P.S.I. CrTY snzoRESIDUAL DUALS U`' ��� r ♦♦ PEAK IRRIGATION DEMAND: 57.0 G.P.M. - Psassmi '1°o"arm: -- I fl 1' �+ * SEE CHART FOR PRESSURE COMPENSATING SCREEN 'PCS.' ADJUST RADIUS OF GEAR DRIVEN. PISTON DRIVEN, AND STREAM ROTOR SPRINKLERS FOR HEAD TO HEAD COVERAGE. PRESSURE CALCULATIONS E-6 PCS NOZZLE SCREEN SELECTION GUIDE "" DELETE PRS FEATURE ON ALL ELECTRIC VALVES ON "E', -F'. -G" CONTROLLERS. `�tuhlvlN lti7YL(�. n ;,q PRESSURE CALCULATIONS DESCk li TION 140DE-1. PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 ry • 1 'I ( tie ♦ LPN 0.2 0.3 0.4 0.6 0.9 1.25 1.75 J �' N Y r • WATER METER I SIZE 2- �+_ COL'JR GROWN SILVER ORANGE BLACK WHITE GREEN YELLOW r LIC. N( 1"'`� I " " H.G.L. 1411 �iAT SPIRAL' 8i-FLT u G" BUB. 2' BUB. 3' 5' � O / r ' �T i • �M ELEVATION 1263 8i -i LI _ _ DATE 3' (160 ) 4'-U' %' h8' - Y 8i-FLT 3' 4' 5' +8' 148 x.433 - 64.0 P.S.I. dQ-FLT 4'-5' 4'-'" -- 5Q �I 11 1,'," 4' L___- CAI�F - - - - slAlf OFC�N S i w W REMOTE CONTROL VALVE E-6 SIZE 1-1/2" li I RADIUS OF SPi,'PiKLER BEADS, REQUIRED I-OC PROPER COVERAGE, LESS THAN RADIUS 1 MAXIMUM DEMAND 32 G.P.M. li'!'�I0% i-EGEND, THF CONTRACTOR 1HAEI. EQUIP SPRIHKLER HEAL' 11,11', ' CAIN BIRD "P�S" n ELEVATION 1258 )kLSSuRE COMPLNSATIIIG SCREEN FOR FLOW ^ND RADIUS CONTROL. '_Ei.LCT 'CREEII ON CHAk( ABOVE FOR APPROPi(IATI RADIUS. PRESSURE P R.C.V. 66.0 P.S.I. CITY APPROVED . t� FOR BID (CONSTRUCTION) USE SIZE P.S.I. DESCRIPTION OF REVISION DATE APPROPRO 2" WATER METER 0.4 Opp i 2" R.P. BACKFLOW DEVICE 6.1 CITY OF RANCHO CUCAMONGA 2-1/2" GATE VALVE 0.1 8 _ TERRA VISTA 2" MASTER VALVE 1.0 D • -- PRESS. REG. (FALL-OFF) EAST GREENNAY CONI�ECTlON A -- 1 2-1/2" MAIN LINE LOSS 1.8 REMOTE CONTROL VALVE 2.9 IRRIGATION PLAN -- LATERAL LINE i �l SCALE 1 x:30'- -- � _ FITTING IHSS (lOt) 0.4 ELEVATION CHANGE (GAIN) <0.9> a!) 0X1111 Irk V G 'LEWIS HOMES TOTAL SYSTEM LOSSES - _ 1 ��, APPROVED 9Y. Q _ _ BATE: /0 'x'9-9 u ` � / -� PRESSURE REQUIRED AT HEAD: 15.0 "� � �-••Y,• CITY ENGINEER R.C.E. N0. / _? lr i ��y� TTS DESIGN `I 7 *LAN T ND"(A) MN, LTD. RECOMMENDED j TOTAL PRESSURE REQUIRED: 49.0 ��`! STATIC PRESSURE AVAILABLE: 64.0 %� ' / 7 7 /�,�,,, A�:�.M, bwi �p REG. PRESSURE AVAILABLE (PRE-SET): -- w DRAWN �`/� ��DL /YWw,GW.YWrIANIIKJ SIHEEET ` DRAWN I� )1750 East Deere Avenue RESIDUAL WATER PRESSURE: �,0 -;•1 I nM ^^^ , CA 9270 26 OF /& `a Am34 CITY RESIDUAL WATER KEY MAP CHECKED (M)2504M Fk(714) 752246 pRAWItiG NO PRESSURE REQUESTED: 15-20 P.S.I. RCE NO /L/0O DATE FILE NO / 1 PROJECT SHEET NO. /SOF29 PRESSURE CALCULATIONS A 14 , PRESSURE E TIONS ^.• a. HAT I size • M.G.L. 42a00 ELEVATION 22s CJ3 too ��tI X.433• 'js.a P.S.I. REMOTE CONTROL VALVE 24 , SIZEKhX t T DEMAND a G.P.M. all ELEVATION 6 PRESSURE I R.C.V. ,3 P.S.I. ci i t It` ► f! . HATER METER S.a I I Joe R.P. BACKF H DEVICE �.4 ;, 3GATE VALVE F 2• a 1 Ctt �t r F t� � t `ti I It VALVE t - PRESS- G. ( -OFF -- 3» IN LINE ss .3 `; f 3�t► ~ ��' � REMOTE CONTROL a,4 poop /f ft ►t `t LATERALLINE (I Owl FITTING S (10%) 2.2 � p e3� .� s * loop it goo ELEVATION GE (GAIN). <3,4� ! n / 1 1 ^" � t if!TOTAL a ' SYSTEMSS o ku n g1 ► /tt " 3 e t I / 'r f t' f •• `�1t PRESSURE REQUTREO ATH t 6. jj :.+ R r TOTAL P ESS ERE REQUIRED: L t STATIC PRESSURE AVAILABLE: t t int / si " f , ' 1`r turf j r a®' ' �" t tt q,et ,t 4 ++ to ' ►► I!'' ` Cc�1J T�,a.CTOR, TO 9GfL.AC~E;/ HAT PRESSURE FROM PUMP: � TOTAL PRESSURE AVAz BSE; O Fla R G►"t Y CITY RESIDUAL HATER ;^ �� t�fr �►t� ttt PRESSURE REQUESTED: _14, ®I�t !' 4 I 1t IMATCHLIr c It / t` �Y(� -•.�,- raw 'qr !Z"` t6 " r 1 '�" Z �� WELD 6.198'FLAT CAP ON S'-0"MAX. •• POST TOP OF PANEL TO BE 1W.C.A. PARKFLUSH WITH TOP OF POST I 1 r,.e r ! tt 1/�t r `` ► t K 11 tt .x,tea"TQP RAr- 1101,1 lilt v t �T j8 1► q a 6 t 2'SO,XAE8'PD1T �• �tI^t,/" t� �y�tt P f� tt • /` i 3y( � ,It ; I . M,.rrt � �(�� ��� •° .e , r .....-... '"''r•f � ..`• ��' ��. y I 2t9'S4},SOLID PICKETS III t " Y tg +e t ( `SO.x.166'BOTO11RAIL ji \t���f CONCRETE HEADER PER • 11'q - '*y ,sp(• CITY STANDARD 7 4( (/ I ' tt A +F FINISH=LGRADE �� `r� W �'I -1 t ►+ /f^. / 4 ` 1\e ' ✓V �ce; '' `t • 38" 4`C1.C. d'CLEAR • J �_ 9 i ` �/ [,.. •«+. �/,,/ , R ttt/jr a t ` (TYP.J LTYP.I TAPER TOP OF FOOTING 1 1 t :.A q61 n �,. /ttl �I ►k �('Gp`� I!` It r ° _+- �� ` •tt ,•y ®t •IP.C.c. arPosrLOCATIONS /► �I••►' tt TYPICAL FENCE ELEVATION 11."L►s ►1 4 I y It, !'C'EAR 4'-0 a"SG.x.tsa°ALL SIDE:S I u 1251;? It t tk t"X.25"DIAGONAL, Yjd TACK WELD TO EACH PICKET II err REFER TO PUP SCHEMATIC BELOW v to fit, t e!1 f '(r I ® '• g 3!a`S4.SOLID PICKETS— �� 3 HEAVY DUTY'SELF HEAVY DULY HASP LATCH CLOSING HINGES .. ,► f I►I \l 11 / +BACKFLOW PREVENTER CONCRETE HEADER PER "• CITYSTANDARD n. . ° I` � t t►d11 �I � ✓ t tt 1'/ //.f q, : ��,rr � J� ® t TAPERTO OF FOOTING `rf ►( t ° `t :Jf/�Y tt ►R •,k +1,p t 11 tl tt AT POST LQCflTIQNS 1(IIV. ( [ ttm a ' fc.,f t y1A t[ t� - ..: E{• 1-1-CLE11rTYP.1 td tf `4 �t 't t tt tt N \ i 4✓ t k it } t` / {it Ss 12" tr t/ _ - u { t• /�� 5 5,O C FINISH SOIL GRADE d -P.0 C. (� ` TYPICAL WALK GATE uj `, I p ft,t t' lL, � ` 4t�jt1 I �` t r O �II� ►(' u ` � 'Vt 12 w f tt ;,tg g tl tt t U p� rt ,t ;& tr NOTES °``f t 1.ALL FENCE MEMBERS SHALL BE TUBULAR OR SOLID STEEL STOCK OR AS NOTIED ABOVE. 2,FABRICATE PANELS ASA UNIT,WELD AND GRIND SMOOTH ALL JOINTS. mown g 3.APPLY'ZINC-RICH PRIME COAT AFTER WELDING PANELS TO POSTS.CLEAN AND GRIND SMOOTH, TOUCH UP PRIME COAT, 4.APPi.Y 2 COATS SEMI GLOSS RUST RESISTANT ENAMEL AFTER FENCE OR GATE ERECTION, COLOR PER PROJECT PLANS. ` .Q tt ` ®� /pfi to ' •`� �it " (6Ut f / - ��a t 1 I ' tt /Ltt jtI jV tr �jlre I u CITY OF RANCHO} CUCAMONGA, CALIFORNIA I { �`' \p ` tt I ✓( t F c f yip 11 it 9(® -� I"APPROVED DYE g *( �� t / f 21 TUBULAR STEEL FENCE '+• / STANDARb PLAN II IL,jk REY ENGI EDSB DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTK}N tlf _ �®8 1° .•!m` 1 SHEET I OF 1 t� °'GONSTANTFLO°" MODEL # 225 BP 80 P4 � � t •� � ��dt ` -- ----- CDEFGH PREPIPED AND PREWIRED IRRIGATION B ST R a ,, `! 1 PUMP MOUNTED ON STEEL SKID BASE WITH A CAPACITY �t1 l�t \� � ` OF 254 G.P.M. AT 35 P.S.I. BOOST TO COMBINE , + �tt - WITH EXISTING 65 P.S.I. FOR A TOTAL OF 100 't 1! ®- .: ' P.S.I. PUMP MOTOR H I tt _ IILA 0 SHALL BE 1750 R.P M t+ - HORSEPOWER, 220 VOLT, SINGLE PHASE. PUMP � tt ® _ - CONTROL PANEL SHALL BE MOUNTED ON BOOSTER PUMP _ I u 1Gil �. .' l '. :e•.: ...:•�•':_..:`:�::, .max '' Vb SKID. BOOSTER PUMP ASSEMBLY SHALL IKCLUO SHEET A �• METAL ENCLOSURE. PIPING FROM BOOSTE PUMP ► Ltt t SUCTION AND DISCHARGE OUTLETS TO 24°` BELOW ►[ - ►► FINISH GRADE SHALL BE MADE UP OF 4°" FLANGED CAST IRON SPOOLS AND FLANGED FITTINGS. PROVIDE AND ll� INSTALL ANY REDUCING t+ * r c t 1 �` ?:<::.'.::>`:: : :;:;:•:`';:..`...•'..; ` '^::.,;>:` OR ADAPTER FITTINGS ` REQUIRED. USE CAD PLATED NUTS AND .BOLTS. t� PROVIDE ONE (1) 2°` PVC CONDUIT FROM BOOSTER PUMP ., r Ir .t t1 1t . V CONTROL PANEL TO AUTOMATIC SPRINKLER CONTROLLER - �� C t n a t` ° ,ll Ott ~✓ f"- LOCATION WITHIN RESTROOM BUILDING. CONDUIT IS 1 C a ' Z �� �' '.`'., •. r _ r FOR WIRING OF PUMP START SWITCHES. PAINT PIPING ! Ir ,{ TO MATCH BOOSTER PUMP ASSEMBLY. THE CONTRACTOR • �( 8 J SHALL BE RESPONSIBLE FOR ALL ELECTRICAL WORK � u 1 1+ REQUIRED FOR OPERATION. COORDINATE INSTALLATION 'r , t n .• / OF ELECTRICAL CONDUITS REQUIRED FOR HIGH VOLTAGE ® ELECTRICAL SERVICE REQUIRED TO OPERATE /,� IRRIGATION BOOSTER PUMP. SUBMIT SHOP DRAWING I►�ti '��+ t 1 FOR APPROVAL WITHIN 10 DAYS AFTER AWARD OF to t 1 t n `r:, C t '. �l tI r In n,tA M•'.` r L„ l4e f CONTRACT. REFER TO IRRIGATION SPECIFICATIONS I , tt t1 /`" �`/* FOR ADDITIONAL INFORMATION. ' { t _ CPQ`` `G ® ' -- I _ 1W �, (/J • 1 t g tt ONE (1) CALSENSE 2000-24 - 24 STATION AUTOMATIC ' @ ,t t :, titl le43am''' ,F.. �,® � SPRINKLER CONTROLLER "A11, ONE (1) , CALSENSE r 1 It C�U i G`-� C�UPLr1ft `..,� •, ll°t% � *••..CO d � 2000-16 - 16 STATION AUTOMATIC SPRINKLER u t trp° ` t1 * ''/,It t `�"-T0E- (�'� ` 3/�. /t�0 '�• �J � E� CONTROLLER "B" AND ONE (1) CALSENSE 2000-16 - 16 tl ® �G ►, tl It �All t► WAN G%A/ 'F►1.,-b;- w - ,�1 „�, m •� `�`• STATION AUTOMATIC SPRINKLER CONTROLLER I.C.I. _ sV WALL MOUNT EACH CONTROLLER WITHIN THE PARK `� t `1.I / `, Ift RESi"RgOM FACILITY ON A HYDROSAFE STAINLESS STEEL '" � (t��►t Ott 1 \\ YY ``...`{ 1 ,•,,, `r} � /� (fV/ u - ►r L PANEL. CONTRACTOR SHALL COORDINATE W/GENERAL ., • ` 0„ •4t�,'' ` >~•• t�'�/1�� j °: � o� �/` ItA CONTRACTOR D PROVIDE THREE (3) PVC CONTROL WIRE • fyrrr __— - ----- ° Gf, It ►G 1 CONDUITS AND ONE (1) 2" PVC CONDUIT WINECESSARY C tt 2 rr �t� til .'.•• 1 11f�kl � /►�l� 1� •` FITTINGS AND SWEEP ELBOWS FROM AUTOMATIC �l u t t tt • MC/ �`•�ut- tt SPRINKLER CONTROLLERS' LOCATION TO OUTSIDE t q t i 94" �n , C Vt t1 jpOpj PARKING AREA. REFER TO ELECTRICAL PLANS FOR 120 I 1 ____. _.__...� C;u tr 0 `� "" "1 -� :. - 1C% 3Ik VOLT POWER SERVICE LOCATION FOR HOOK-UP OF I I 11y�►t,. _- ! f �' t ( C t` u "t �Q�g -- AUTOMATIC SPRINKLER CONTROLLERS. COORDINATION ei n tt �" :• u t "'� I 1 tk I AND FINAL HOOK-UP OF AUTOMATIC SPRINKLER --.-- '/ �1+ I t E t tr �Ir/j[► t�� 1, --a CONTROLLERS SHALL BE THE RESPONSIBILITY OF THE C ,tl ll/Rt `�I`pL` 1 e ` 11 t\ ' ` a C^ eT C-,wt`j�,�,-r C) -�( IRRIGATION CONTRACTOR, FINAL LOCATION AND EXACT A t\ (tlt " • ,r ?, ` �I C✓ > Q T POSITIONING OF AUTOMATIC SPRINKLER CONTROLLERS tf ti `` = ' 0 ( 2 "3 w tt `II•q ~" ` �'. +�u�T SHALL BE APPROVED BY THE CITY OF RANCHO `' t o t U uu }t/ t�F�u V�►t • CUCAMONGA PRIOR TO INSTALLATION. AUTOMATIC .. � n ., • �[C� �t/ .:. � :-� ' d d. Pagano SPRINKLER CONTROLLERS SHALL BE EQUIPPED WFTH • 1 •'• °. • ; ° tRRtGATi'~?N CC7NSULTANT Ott 1 r[ flu •` I • �,/ �t Ct t - �t tg Of L C62u • �� .: •. /� ti WEST F TTt 9TEtElET MASTER VALVE RELAY. CONTRACTOR SHALL PROVIDE �'` C�ft f, /' t t1 i td t ®• I.i► SANTA AHA CAltnT"OA®2 T THREE (3) NORMALLY OPEN SINGLE POLE MASTER VALVE ,` ' .. ,•• ••• ••��Cn � - .. :. RELAYS WITH 24 A.C. WINDINGS AT ELECTRICAL t} . • r 4 t PANEL AND Fl SENSOR g® -_"�..�� : Rt 1,�%t �t' , 1 '• r +s •1�•li� •••• �j�t C�•"R t�,t `° t '� .. �► u 94)830235 ol (t 1101E: CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING WITH A CAL SENSE REPRESENTATIVE �.` ){t1, I ` ,r,t 1 FOR CITY USE ONLY AND A STAFF MEMBER OF THE CITY MAINTENANCE It ,lt DEPARTMENT. ' IM111(fel t C !� T DESCRIPTION INITIAL DATE �11 tf ` ",t t tl tt t► / � -Zd-°k4 ADDED 19P. °fO NE• VOLLEY&LL LOUR " STREET �t!- `-CSP t tkF WATER SEWER _... t It tt � 6t1 Ceil� AIN ° t ✓ J It ll ` i _ tt °. TRAFFIC ., FINAL CHECK jl1 n lttl.`t torr ° t l '°� IAIG Zt� t 4112tt 23J `t �,►` r ASC ST \ PLANS WERE PREP ®rt..°' .�1�1' f\ �` � � t\ • THESE P AN �1 tag ct l ' F PRIVATE S t rt �,� it � . t n q u v INITIAL. DATE lit ► ,, and ern,Ud. THIS PROJECT REQUIRES ONE (1,) CALSENSE MOISTURE tt //yy ., It kl t tt ( • 't," (t :. '•` at ... DRAWN SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES, E.G., A t t CALSENSE MODEL 2000-24! STA REQUIRES 6 MOISTURE i f° �n tk` jt SANTA ANA CA 92705 CHECKED SENSORS. PLACEMENT OF MOISTURE SENSORS SHALL BE THE t tt is r}�/ r ,tt 'el NAMEPHONE ATE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION �tt�k 1t° LICENSE NUMBER AND PURCHASE :t1FORMATION'CONTACT: �•• , '•' �'• ,.' FCt"E RICH HURRAY 1` } CITY OF RANCHO CUCAMONGA 2075 CORTE DEL NODAL, SUITE J NSE 3 CARLSBAD, CALIFORNIA 92009 tl (619) 438-0525 tCOMMUNITYDIVISION 'Qt` tt tg. rt ECT A PUMP SCHEMATIC DIAGRAM6 1!HEN VERTICAL OBSTRUCTIO14S (FIRE HYDRANTS, STREET .TERRA VISTA a LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN ` OF THE SPRINKLER HEADS AS TO PREVENT PROPER COVERAGE, POINT OF CONNECTION - CONNECT TO NEW THE IRRIGATION,CONTRACTOR SHALL FIELD ADJUST THE SHE TITLEt SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR 3" TURBINE WATER METER FOR HALF CIRCLE SPRINKLER HEAD 014 EACH SIDE OF THE . IRRIGATION PL AN IRRIGATION. THE CONTRACTOR SHALL OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE, ALL " MAKE ARRANGEMENTS AND PAY ALL COSTS ADJUSTMEIiTS SHALL BE MADE AT 110 ADDITIONAL COST TO TILE OWtdER° (TYPICAL} FOR THE INSTALLATION OF NEW WATER t �' » rAPPROVED METER. CONTACT THE RANCHO CUC ONGA NOIR: TRIS IRR CATION SYSTEM IS WATER DISTRICT AT (714) 987-2591 FOR LASED UPON A OF 3" WATER REFER T& SHEET FOR IRRIGATIO� COSTS AND INSTALLATION PROCEDURES. t�-`` tt2� PER WEEK APPLIED FOR 8 1IOURS TE DIREG7 t11VIT,Y SERVICES ATE LEGEND . 11 4 EXISTING WATER PRESSURE: 5 P.S.I. . N IIT / DAYS A WEEK. 9:OOPM - / .; CITY IEE WATER PRESSURE FROM PUMP: 5 P.S.I. 5:00 AM } . : . 17P.RESSURE CALCUL�ATI�( SYSTEM DESIGN PRESSURE: 100 P.S.I. • 'a: E PEAK IRRIGATION DEMAND: 254 G.R.M. 30 0 RAMNG NO, , ,, i (Yl NINE C ♦ ROUND CONC. VALVE BOX AND COVER M EYERS MARKED Q.C.V. "CHRISTY" FL8 BOX MEUG-I-M 285 ENCLOSURE n . AND FL8NOTE :D LID (OR EQUAL). ELECTRIC METER INSTALL BACKFLOW PREVENTER AS REQUIRED BY CUCAMONGA COUNTY WATER DISTRICT (C.C.W.D.) •= II I --I I II= SLIP BASE SOCKET OVER EVO OF WIRES COLOR CODED MAP FOR VALVE , __ _ CON RACTOR SHALL VERIFY LOCAL REQUIREMENTS PRIOR '0 I^JSTALLAT [ON. FINISH GRADE LOCATION INSIDE (PER. SPECS. ) *+ QUICK COUPLER VALVE , SEE PLAN STEP I �� rwjwIA .2000cA1ITNR101L%v. II = -11111 illli 1 AND LEGEND -STRIP WIRES APPROX. 5/9•' FROM ENDS-TWIST T,^�GETr..ER BACKFLOW PREVENTER VIIIL _ _ _J 120 VOLT WIRE IN RICID STEEL GRASS NIPPLE, APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL - CONDUIT (PER LOCAL CODE) 7 � LEGF"o LENGTH AS REQUIRED CAVITY WITH SEALER ON-OFF SWITCH AND 110 VOLT -� 6" MIN DEPTH CLEAN PEA GRAVEL STEP 2 _ EXTERIOR OUTLET TO BE PROVIDED BY I 'O I . FLANGED 90 DEC. ELL. (TYP. ) Lr CONTRACTOR. �• LOCK NUT - - i� BRASS STREET ELL , TYPICAL 2. PIPE SUPPORT.a o DUD CRIMP SLEEVE CE OVER WIRE ENDS-CRIMP SLEEVE COW" WIRE/CONTROL WIRES IN 3" 3. 12" x 12" x 4- CONCRETE BASE . + BRICK STABILIZER, TYPICAL AND CUT OFF EXCESS WIRE FINISH L j SCH. BO PVC CONDUIT - y r- PULL BASE SOCKET OVER ENO AS FAQ AS POSSIBILE B 2' X 3' X 4" CONCRETE FOOTING J V 9 4. 18" x 18" x 18" CONCRETE THRUST 61 BRASS NIPPLE b" MIN. LENGTH NIH. Z INSTALL A MINIMUM OF 3" ABOVE 8 STEP 3 PVC SCH 40 TEE OR ELL GRADE AND SLOPE TOP TO DRAIN I 'i11; _ m o' _ AT A MINIMUM OF 2X - - S. CAST IRON FLANGED SPOOL . (TYP. ) 40 DUSH SEALING PLUG INTO BASE SOCKETPVC MAIN LINE - -� 6. ADAPT INLET AND OUTLET FITTINGS PUSH WIRES TO ENO OF BASE SOCKET TO ASSURE El..;1!IIF, = T� jjl I':�= OF 14 DIRECT BURIAL WIRING TO TO MAIN LINE AS REQUIRED. DEPTH AS REQUIRED PUSH S.EALI`IG OF CONNECTIOl4 VALVES: BUNDLE AND TAPE EVERY �J 3 STRAINER w/60 MESH MONtL 15 FT. O.C. INSTALL WITHIN MAIN 7. 'Y' STEP a 6 LINE TRENCH. SCREEN. 2 REFER TO DETAIL N0. 8. CHAMPION -HB" HOSE 1318 WITH RAIN9iRD SNAP-TITS MIRE CONNECTOR 30" MIN. LENGTH t4 P,EBAR NOTES: • STABILIZER, ATTACH W/ TWO (2) CHAMPION "HVB - III - HOSE STAINLESS STEEL BANDS 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES BIB vncuuM BREAKER. O 6 WR LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTI S. FINISH GRADE . E C O N N EF C T O R FINISH: 2 COATS SEMI-GLOSS ENAMELCOLOR VER t%YY 1. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR CORRECT VALVE SEQUENCE. S. RUN ONE EXTRA WIRE (COLOR: URANCE) TO FARTHEST RCV - FOR FUTURE USE. IN BOX QUICK COUPLING VALVE. / IN TURF AREAS/ AREA8 PED. MOUNT WIRE CONNECTOR AUT ' •A•' �°'� �' *Be �ii AUTOMATIC CONTROLLER GREENWAY ONLY BACKFLOW PREVENTER 3w .AND RE ENTER - 3 •AND LARGER ROUND CONC. VALVE BOX AND COVER AMETEK OR EQUAL PLASTIC VALVE BOX MARKED "IRRIGATION GATE" WITH HINGED GREEN LOCKING COVER BURNISHED REMOTE CONTROL VALVE ON "CHRISTY" FL8 BOX AND FL8D LID LID (OR EQUAL) . i RAIN IIRD44 OLRCVITN YELLOW STRUCTURE OR I" IN LAWN APEAS TO SIRIN[1E1 • ANGLE PIK To LEGEND W RUBBER CAV - SUPPLY ONE KEY HARDSCAPING 3" iN PLAN 8EDS SPECIFIED PEPIN WITH IS• ELLS PER 12 QCV'S INCLUDING NOSE FINISH GRADE TF8 I . MOISTURE SENSOR CONTROLLER. SWIVELS. SCN 40 IVC KALE ADIV'TOR W/ MASTER VALVE BY-PASS. FINISH GRAD[ - INSTALL IN ti 7 ..PLANTER Ito ONLY 1B"-Maximus 'I ���`- SCH !b IVC UNION 2. 120 VOLT MARE IN CO ti A - -- -- -- I -# ,,; �11 IRASS NIPoLE ON-OFF SWITCH. CONDUIT W/ 3- 3" P.Y.C. CONDUIT. Z I IIII _ i IIII I- IN LAWN MEAS t+U►vZ1� CONNECTORS CAL sE� IO (� 4. FLOOR. � ►` h _ - i � I� iljjj 3' IN PLANT IE DS ELECTRIC CONTROL VALVE � R 0 cc STAINLsW j i 1N 1 SN GRADE 5. JUNCTION BOX. ESS STEEL W ; I BRASS NIPPLE - BRASS !0' ELL SCREW CLAMP 1 ' I 2 6. CONTROL WIRE TO ELECTRICAL "' � I • O) PLACES II!� , �; � � " •If' ':.: VALVES. BRASS NIPPLE - 6" LONC IHSS 90 STREET ELL MINIMUM .� II - I �� 3 s ' 11 II E /MSS 90' STRJ<LT ELL lI BRASS GATE VALVE _ ►ii TALI EXPANSION 14 RLBAR STAKE S� X11 (20" LONG) 'I -�� ' WITH BRONZE HANDWHEEL = - 1001 (MIN. 1/ LONG) T. FINISH GRADE. =I ♦ BRASS ANGLE GLOBE S. WALL. 4.. VALVE W/UNION z ill�ll o :' o' o ' - O F LOW _L44 TERLA I NAL STRIP. c�.�oe5•-..c .w6 �•�a• :- 3/4" WASHED CRUSHED _ _ IRASS NIPPLE 10. HYDRO-SAFE MODEL HS-1 BACKBOARD. I J MOUNT TO WAIL W/ APPROVED II �I a °•,o o°! o `� �� i��jll AGGREGATE BASE o t+ -3/1• WASCRUSHED _ MED HARDWARE. AGGR E GAT E III 1111 �I = .• • •a •' •• . I 1 . 3" CONDUIT OUTLET BODY. APPLETON SCH BO PVC NIPPLE UNILET OR EQUAL. I _ - SCH 40 PVC MALE ADAPTORS a--CONTROL Il CGMKN WIRES PRJ<SSURE SUPPLY 12. BORED HOLE, CONDUIT SEALED TO L LINE FITTING 8 WALL. L'----PRESSURE SUPPLY LIIR NOTE: SCM 10 IVC S>tSxT TEE PRESSURE SUPPLY PINE NOTE: INSTALL ALL WIRING PER LOCAL CODE. NOTE: T I . PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. INSTALL CONTROL VALVES A MINIMUM OF 11' FROM STRUCTURES OR MAADSCAPING, 1. INSTALL VALVES IN PLANT REDS WNEAEVER POSSIBLE NEXT TO SIDEWALKS. I. PLACE VALVE 101 AT A1GNT ANGLES TO STRUCTURES OR NARDSCAPING. WALL MOUNT /. PLACE AGGREGATE PRIpA TO INSTALLATION OF VALVE 101. 2 A U T O M A TI C 5 SEE DETAIL NO. 10 SHEET 20 FOR MOISTURE SENSOR INSTALLATION REQUIREMENTS CONTROLLER PA R K O N LY WITH METAL STAKE REVISIONS FOR cRY usE ONLY QUICK COUPLING VALVE / IN SHRUB AREAS/AREA ToGATE DESCRIPTION APPROVED "TIAL DATE GATE VALVE REMOTE CONTROL VALVE STREET WATER/SEWEF GRD A DRAM! GENERAL IRRIGATION NOTES • TRAFFIC FINAL CHECK R/W 1. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS 6. 110 V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE 12. ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS OR OTHER 15. THE CONTRACTOR SHALL PROVIDE TO THE OWNER, UPON COMPLETION OF THE AS C ONST. FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY JOB; A SET OF REPRODUCIBLE ' AREAS AS NECESSARY. RESPONSIBLE FOR FINAL CONNECTION 70 EQUIPMENT. AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. VERIFIED FORA AS BUILT DRAWINGS, _WHICH SHALL BE ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. THESE PLANS WERE PREPARED BY: FOR PWVATE USE 2. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS 7. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER 13. INSTALL ALL SPRAY 4EADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF 16. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE .Y� LAND W LTQ NiT1AL DATE OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT OF /14 DIRECT BURIAL TYPE. USE BLACK INSULATED MIRE FOR PILOT AND RADIUS FOR THE AREA TO BE COVERED: ADJUST ALL NOZZLES TO ELIMINATE (1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP �9 DRAWN EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS WHITE FOR COM140N. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVES FLOW SHALL BE REPLACEDSHIP 1750EasILleereAvJe SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FT. INTERVALS. CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ���C49M CHECKED REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ADDITIONAL COST TO THE OWNER. �• Pa 07110 NAME &M Fax 714 -2 DATE ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY 8. PROVIDE A MINIMUM OF 18 COVER OVER ALL PRESSURE MAINLINE PIPE AND 14. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION LN�NSE ER FILE THE OWNER. 12" MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE. ALL PIPE UNDER OF ON SITE INSPECTIONS WITH THE CITY OF RANCHO CUCAMONGA TO BE IRRIGATION CONSULTANT PAVED AREA IS TO BE INSTALLED IN A PVC SCH 40 SLEEVE. SLEEVE SCHEDULED _AT THE FOLLOWING STAGES OF THE INSTALLATION: 100 WEST FOURTH STREET CITY OF RANCHO C U CAM O N GA 3. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED TER DETAIL. BANTA ANA 02701 CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND NNA CALIFORNIALIFOR IA COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. o INITIAL PRE-JOB MEETING WITH THE OWNER AND LANDSCAPE PROJECT NABS 9. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND ARCHITECT. �� �'.A 4. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN COVER AREAS WHENEVER POSSIBLE AND WIT::IN 18" OF THE HARDSCAPE. ALL MIL LIK E N PARK QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED INA o PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF `�pAM1A I, AT EACH SYSTEM OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER 8" DIA. GREEN PLASTIC VALVE BOX. TRENCHES. � SFEET TITLE MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE 0 AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF 10. ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE o COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. �` IRRIGATION DETAIL INSTALLATION. ELATION. O�' To S MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND H ¢ COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. o FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED �' UC. NO 121T3 APPROV 5. THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR - W AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE 11. CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW FOR VERIFICATION OF JOAND EXECUTI014 OF WORK PER THEPLANS AND - 319 79 CITY AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. Q B,ATa n •CORNIIMjY RVICES MANAGER DATE /0-/•9- CITY ENGINEPR �� APPROVED DAMOFFK�/►L WET Z 2 OF `34 . OF CALK" APPROVED 7 DATE CITY PLANNER GRANIINIG ND.-_ . PROJECT SHEET NO. /7 OF A? M NOTE: 1. LOCATE HEAD G" FROM WALKS. CURBS, MAROSCAPING, MOW STRIP, HEADER BOARD, AND I. EOul"KAT to u INSTALLED AT A NINIMIM of 24• FROM ANY STRUCTURES at NA[OSCAPIIK- NOTE: EDGE OF LAWN. t I. ALL ABOVE GAOLNO ASSEMBLY SMALL AECEIV( (2) COATS Of REo PRINIR ANO (1) Cat 1. LOCATE HEAD 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND 2• LOCATE HEAD 12" FROM ALL STRUCTURES. (IfER10R (MARL _ COLOR AS SELECTED IY LANDSCAPE ARCNiTECT. LOGE OF LAWN. I. WHEN UNIT IS $0T t0 A STRUCTURE ((►. rAll, IUIlOING, ETC.) MOUNT TEST COCKS ON 3. USE TEFLON TAPE ON ALL MALE THREADS. OPEN 04 NDN-STNUCTtAc SIDE. 2. LOCATE HEAD 6" FROM ALL STRUCTURES. ••••••••.••_••••-•r--�IACR►LOW PREVENTOR ASSEMBLY LINE SIZED BRASS 3. USE TEFLON TAPE ON ALL MALE THREADS. GATE VALVE IRASS Nl►►tt . TYPICAL (4) PLACES 4. INSTALL HEADS WITH INTERNAL CHECK VALVE ANO/OR PRESSURE COMPENSATING FEATURE — _- PER THE IRRIGATION PLAN. AS POP-UP TURF ROTOR ►II) — I — MI I BRASS 90• ELL • TYPICAL (2) PLACES (INSTALL I" BELOW FINISH GRADE) FINISH GRADE —...._ BRASS NIPPLE FLUSH—IN ,QED POP-UP TURF HEAD ,'I SI II! — CLEAN BACKFILL - SEE SPECS. FOR 1/2" IN SOD — BRASS WYE STRAINER WITH BO MESH FINISH GRADEITTI ! BRASS UNION-, MOMEI SCRt[N p"rNlcc . Ir- HIDE CONCRETE PADDiu u � � ; � ' MATERIAL. 90'li COMPACTION REQUIRED z �►�tl ri I III liutl : (LENGTH VARIES PER MANUFACTURER) i ' I L` 12" SLOPE TO DRAIN AT MINIMUM 2t W11, I � I , •~ I ,~ _ FROM wru SOURCE FINISH UAOE _ NON-PRESSURE LATERAL LINE: SCH. 40 0 1^ - i I I - ( SNAKE PIPE IN TRENCH Yom. V � r•I � `/ '�fI itth'•hh � �' U I IIS'I '/1_� / J MARLEX 90' STREET El h' BRASS N1►►lE TYPICAL (2) PLACES L SCH 80 PVC NIPPLE _ PRESSURE SUPPLY LINE: SCH. 40/CL.315 (MINIMUM 4" LONG) ;'ll SNAKE PIPE IN TRENCH 1HRUST $LO' S - TYPICAL SCH 80 DVC NIPPLE _ � �� � .� CdVACTla1 �` THRUST IIOt[S h►1CAl _ REOUTAEB (2) PLACES "' MARLEx 90° STREET ELL SCH 80 PVC NIPPLE TYPICAL (2) PLACES _ SCH 40 PVC TxT 90° Ell _ ^" (MINIMUM 1" LONG) I SCH 40 PVC MALE ADAPTORS LACES SCH 80 PVC NIPPLE TYPICAL (t) PI� �yPROVIDE 2" OF CLEAN BACKFILL ^ (6" LONG) SCH 40 PVC TxT 90° ELL LINE to srsm s .o F1OW--t• 4— 3 12' TYPICAL CONTROL WIRES - BUNDLE .-AND TAPE T 15 O.C. AND INSTALL ADJACENT cS /,S + r .r w►s"im - TYPICAL TO PRESSURE SUPPLY LINE NON-PRESSURE LATERAL LINE 6 FITTING MARLEX 90• STREET ELL MARLEX 90° ELL NON-PRESSURE LATERAL LINE i FITTING 15BACKFLOW PREVENTOR 2" AND SMALLER POP-UP SPRAY HEAD POP-UP TURF ROTOR TRENCHING • '�= SEE SHEET 8 FOR ENCLOSURE RRIGA1/2• ABOVE FINISH GRADE ' O IRR� N PRESSURE MAIN LIME PIPING HI-POP SHRUB HEAD ti 0 RRIGATION SYSTEM / 2, PVC MALE ADAPTER ♦ FINISH GRADE— — — -- 1 C011110M WIRE-•— �'VALVES 0 t" FLANGED CAST IRON 90° Cll � 'SNAP-T ITE' O N" CAST IRON FLANGED SPOOL In CONTROL (LENGTH AS REQUIRED) ELECTRICAL `. WIRES ,.. i S X zM" FLANGED REDUCER ,I _ CONr1ECTORS ` CALSENSE FLANGED TEE* 1 Ol PRESSURE GAUGE' (R �L FT FINISH GRADE WATER FLOW IN 3 (`4" l --- -- _ O BY-PASS* { ` Z — o o BUTTERFLY VALVE* 9 I — COMMON WIRE SENSOR ul M .� l0 ," CAST IRON COMPANION FLANGE I n i e 14 � z CONTROL — • •T. s•.�' ; MASTER FLOW BACK-FLOW WATER ,•"J a: V VALVE SENSOR PREVENTER METER 11 BOOSTER PUMP AND MOTOR* I T I VALVE -CONTROL WIRE BURY WITHIN 12 FLANGED Bo° ELL- 4 I8 IQ 9� j e NON-PRESSURE LATERAL BURY WITHIN s l I II I LINE E FITTING ROOT Z2- ARDIE /3" CALSENSE �3" WILKINS - 2 13 PUMP CONTROL PANEL 4 — MARLEX 90• STREET \ ANY LENGTH lA CONTROL PANEL SUPPORT* I I 14 ELL 15 SEAL THE COMMIT* 4 19 TO SENSOR 16 STEEL SKID WITH FOUR 9/16" IgIES• � AK \•„ 17 CONCRETE ANCHOR BOLTS (FOUR REQUIRED) 10 1R 1" X 3" FLANGED REDUCER } V" SCH 40 PVC 90° STREET ELL ]9 FINISH GRADE I zo EQUIPMENT ENCLOSURE FLOOR �a �i zl MARLEX 90° STREET ELL 21 IRRIGATION PRESSURE MAIN LINE PIPING SCH BO PVC NIPPLE • TYPICAL (2) PLACES FROM BACKFLOW PREVENTER 22 SHEET METAL ENCLOSURE* ANTI-DRAIN VALVE 16 CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION SUPPLIED AS A PART OF PRE-PIPED PUMPING SYSTEM NOTE: (NOT REQUIRED ON 1812-SAM-PRS HEADS) 1. LOCATE HEAD f° FROM WALKS, CURBS, HARDSCAPING, NOW STRIP, HEADER BOARD, AND REFER TO DRAWINGS, LEGEND, AND DETAIL CONIC VALVE BOX EDGE OF LAWN. NO. 4 FOR FURTHER INFORMATION DIAGRAMMATIC ONLY WITH 2-6" EXTENSIONS AND to IN TURF AREAS 2. LOCATE STREAM SPRAYS 6' FROM ALL STRUCTURES, AND SPRAY HEADS 12" FROM ALL FL8D FIBERLITE LOCKING Ipe IN SHRUB AREAS STRUCTURES IN SHRUB AREAS BUT V FROM ALL STRUCTURES IN GROUND COVER AREAS. 101 CALSENSE MOISTURE SENSOR COVER, BY CHRISTY OR EQUAL _ FINISH GRADE 3. USE TEFLON TAPE ON ALL MALE THREADS. — uFla R E V I S 10 N S FOR CITY USE ONLY WATER-PROOF _ WKS cx EXTENSIONDATE DESCRIPTNONAPPROVED INITIAL DATE ' 4 BOOSTER PUMP HI POP SHRUB SPRAY / STREAM ROTOR STREET COtiPECTIONS— _ �� —1 II ATER/SE WES S PIPE _ GRD A WEAN ' DIAMETERS �'� RED • 10 PIPE DIAMETERS TRAFFIC FLOW FINAL CHECK MAINLINE R/W r CONCCETE VALVE BOX AND LOCKING COVER AS CONST. 3" 1J - STENCIL "FUTURE IRRIGATION" IN . YELLOW PAINT. EXTENSION THESE PLANS WERE PREPARED BY: FOR PRIVATE USE C?' PIC-TAIL COMMON WIRE � BRASS GATE SIZE -7 6' MIM. o . CAPANDPICVTAIL PILOTEWIRES(41 •\ +-A'�DL J 1M MTIAI DATE � DRAWN w � PEA GRAVEL FINISH GRADE - PLANTERS ONLY G 9MD P, 10-c3,Q,�O • u. - _ Li7j, _ _. BARE 2!�9 DATE 30' MIN. z = ! �' _ I� LICEPISE NtbMER FILE SCH. 40 PVC ` PRESSURE SUPPLY LINE CITY OF RANCHO CU CANON �I SIZE PER PLAN GA NOTE = �, , ,_ *—FLOW COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION =� p USE 3-INCH FLOW SENSOR AS SHOWN HFRF FOR o .� •. dp . . 3/4" WASHED CRUSHED PROTECT NATE TERRA VISTA AGGREGATE MASE IRMALEMILLIK EN PARK �.;uATION CONTROLLERS "A "B" , AND "L". `�pSM1A (, -- - - II+•� :h— —,d. .�,, .� SCH. 40 PVC LE � y SLEET TITLE USE l-INCH FLOW SENSOR FOR IRRIGATIOW C.014TROLLER II!I; II _ ADAPTORS �0 at ` IRRIGATION DETAIL SCM. 60 PVC ENO CAP SLIP X SLIP HNERE APPLICABLE d d• Pagano � � LIC. NO 1233 NOTE: PLACE )/A" AGGREGATE BEFORE INSTALLING BOX ,.• &-F 347 IRRIGATION CONSULTANT 100 WEST FOIA IN STREET 4 MT[ t;►11oCol■""V RV`aS IAI4 AMM DATE /0"/9 -9O D dT'r ENCiRIEER SANTA ANA CALIFORNIA 9i701 _ y _ _ 23 34 1 7 CALSENSE FLOW SENSOR INSTALLATION STUB OUT - FOR FUTURE RCV CONNECTION ""'°'°-z'°' .� DATE r •" SHUT .Of APPROVED /4/0 O-L. DATE o CITY PLANER OIIAB>EN�'—�— PROJECT SHEET NO. /i OF ; '? I K) , LRINKLER IRRIGATION SPECIFICATIONS � , _ GFYEfA� OESCRI/TION A. Scope of Work: Provide all labor, Materials, transportation, and S. The chart :hall be a blackllnt or blue line o:al,d print and D. Bras 11 p! and itttldgs: Q. Miscellaneous Irrigation E 1 N W teat 2. SPrtnRllr h#ads Shall be installed only after Slacking o/ the tervltt$ Necessary to furnish end entail the Irrigation System as a different color shall be used to Indicate the area of System has Nen accomplished to the complete Satisfaction of BOOSTER PUMP SPECIFICATIONS abwm am the Drawings and described kereln. coverage for tach station. 1. Where indicated on tkt Drawings, use red brass screwed pipe 1. Refer to Irrigation Plant for sizes and types •f the City or Rancho Cucamong . conformtnq t0 feoeral Spttlflt•tton /Mf-/-]S1. mtatellu►aOus Irrigation equipment. 1.02 QUALITY ASSURANCE a REQUIREMENTS 6. When completed and approved, the chart $kill be hermetically �. SpriM(Itr 1Nads: A. MATERIALS AND INSTALLATION sealo0 betre two places of plastic, each Piece being • 2. Meetings spall be red brass cooformtns to F•dera I. All miscellaneous irritation equipment Shall be a Specified A. Permits and feet: The Contractor shall obtain and pay for say and minlsum 20 milt. Specification OWN-P-460. or approved equal. I. Install the sprinkle► Aeads as designated on the lN 1• bostsr ps1Mp fystM shall be a 'CONSTAMTFLO" factor all permits aha all observations as required. shalts. y 7. ih•S• charts shall be completed aha approved prior to final E. C•Oper ►1P# and FtttSsgt Sprinkler Mads to N Installed 1n this tort skill be p►tptped and prewired Yn1t, ma4fntM on a galvanized steel B. Manufacturers Directions: Manufacturer's directions and detailed observation of the irritation system. G2T ] - EYE[EITIAN eWsvalent is •11 rlfpectS to tbse 1tMIzN. skid bast. drawings shall N followed 5a ell Cates rhsre the manufacturtrt of 1. /1p•: Type C, hard ttepered articles #sad 1n this contract furnish directions covering pints 0. Operation and Maimttmanc• Manuals: 3.01 OBSERVATION !• Spaclaq o/ heads shall not emceed the maximum iNdlcated en t. PsmD shall be end faction Close Coupled or its-1111! type, mot shown In the Drawings and Specifications. 2. sittings: r►outAt copper, :oleer �otnt type the Orayings in N* Casa shat► the tNclag .■teed tem pellor and wear 1. Prepare and deliver to the City or Rancho Cucamonga within Site Conditions: maa,mssm reco�•ndtd by the manufacturer. bronze fitted construction, with bronze imrings, Mechanical seal with mi-resist feat, bronze shaft C. Ordinances aha Regulations: A11 local, municipal and state laws, ten calendar days prior to completion of construction, two ets Silver solder, ISI $elver, 1St 3.04 TEMPORARY REPAIRS Sleeve, integral flanged suction and discharge casMK tions, and rules and regulations governing or relating to any Portion of hard cover binders with three rings codtalntng the following topper, 161 sent, 24i taemtstm, solidus at iI2S . F. and I. All scaled dimensions are approximate • The Contractor shall and keyed motor shaft, back pull-out type. that wort are hereby incorporated into and mads + part of these lmfon ation: I1qul0us at 1115 F. chock and verify all size dimensions and receive City of The City reserves the right to make temporary repairs as necessary to 3• Motor shall b! Open drip prop/ t Speclficatlgas, and their provisions shall be carried out by the A. India sheet state Rancho Cucamonga's approval prior to proceeding with work step the $prinkler system t0ulpme to oper•ttn condttton. TAt yP•. and Shall be Contractor. Mytktmq contained 5n those Specifications shall not n{ Contractor's address and telephone i. Gt# Yalrts: #oder this Section. 9 be construed to conflict with an of the above rules and . Number, list of equipment with mase end addresses of e■trctse of this right by the City shall mot relieve the Contractor of mon-overloading on the full range Of the impeller curve Y Ats respont5b111ttes under the tens or aha Guarantee as herein r/shout use of the service factor. Motors installed regulations or requirements of the same. however, when toast local manufacturer's repr•t•ntettve. 1. Gate valves )' and smaller shall N 12S Ib. SIM bronze gate 2. Eaerclse ettrtme care Is ercavat,mt and working near t■tsttng apeciftod. Yertttally for outdoor Yft shall bt TEFC. Specifications sad Drawings call for or d#scribe Neterlalt, valve with screw-1n bonnet, monrising stem and solid wedge uttlittes. Contractor shall be responsible for damages to - 11" #orkmantmtp, or conttruttlon of • bestir quells ht her standard, b. G taloa end parts sAeett on furry material and equipment dist. Utilities which are caused b hes Y• 9 Y Oper•ttpns or negttct. 3.OS EzISTIAG TREES er tar er Stze skin is r u5red b tAt about rwles and installed YnOer this contract. Gmeck eatsttn Yttlities drawl y t. Gauges shall be 2 1/2' diameter, glycerine filled. 0-100 9 eq r 9 nes for st,stisq utility 9 y regulations. the rovisions of these Specifications and Drawings t. Wtt valves )' and Smaller $M 11 her# tAreade one aha shall locations. PSI at suction and 0-200 PSI at discharge, with brass 1/4' •W p p ^9 e. Gwrsntse statement. be equipped it it necessary to otcav•tt adjacent to #misting trees, the "edit valve shut-off cocks. $hall take precedence. eq ped with • bronze handrAe•1. Contractor shall use all 3. Coordinate instatlatton Of erre anon materials Including possible care t0 avoid ,m�uan to trees and 9 9 tree roots. Excavation In atlas there two (2) 1dCh and larger roots 0. E■plematlod or Or•wSRtt: d• MaMplet! optr•tlog and maint•nasce Instruction on •11 3• Gt! vaives 3' and Smeller SM 11 N similar to $hos• Pipe, to [herr shall be rQ inttrferencs with utilities or Occur shall be done by hand. All roots two (2) lakes and lar larger I.. S. Piping, fittings and valves shall be flanged units, not Ylor tqutpment. manufactured by Mtbco or approved equal. ether construction or difficulty 1n plants-9 trees, shrubs, diameter, except directly lit the Pith of pipe or conduit, shall be thrtadtd. All nuts and bolts to be cad plated. Shut-off 1. Due to tke teal# of the Draridts, it is not possible t0 and ground covert. tunneled under end shall be heavily wrapped with burlap, to Prevent valves to be butterfly type, wafer style. 1 Indicate all offsets. fittings, sleeves, etc. which may be 2. In addttton to the above mentioned malotenance manuals, t. A11 tat• valves (hall N intt•11ed per tNltatlatiw detail. y and to y as type, drilled provide the Cit personnel with instructions 4. The Contractor,shall careful! check all grades to satisfy It' or excess drying. Ilner• • dttthtnyy machine is run close to Deed. and Capable of rypass ng installed it the � required. The Contractor shall carefully investigate the for ma r �'t maintenance 9 y t 9 Quick 9 Y 9 Y $rtes havtnq roots smaller than two (2) thches In d1•meter, the wall 0/ PiDi^9 system t0 include • bypass eche with butterfly structural amid finished conditions affecting •11 of his work �o squl nt ano Chow ertoence 5n vrtttn to the Ctt G. Quick Coupli^ Valves: Ick Couplin valves shall have • brass himself that he may safely proceed before starting work On the trench adjacent to tke trot shall be hand trimmed, making clean Shut-off valve. Skid bast to have bolt holes at each and plait his work •ccordtngly, furntskinq such flttints, otc. of Raacho Cucamonga at the conclusion of tem project that two-piece body designed for working pressure of ISO P.S.I. the irrigation System. 9 this cervico it Nen rendered. Operable with ick coupler. Kt site and type skill be as shown Cuts through. Roots one (1) inch and larger in dt•metor shall be corner for attachment t0 the Concrete w1tA Cad plated ♦t may bt required to meet such cendltlon$. pr•rlags are W y yP Painted with two coats of Tree Seat, or equal. frescoes adjacent to anchors. M Piens. 3.02 PREPARATION 7 testified The work ab0 nstall the of the work to to E. EgwlMtnt to N Furataked: RoteposslDle�etheOsloeed rolhtthe erefCi/,ej.c�et loathe t►f tlself Ntkept R. Control panel sMl) be a UL listed COmblMttOn starter, s is Installed. Tht wort tMll be installed to turn • manner of to M. Backflow ►revtntlom Units: A. M tical la t: avoid conflicts Ntrttn the Irrigation system, planting, and y You shaded with burlap or testae. NEMA 3R enclosure, door-in-door type, key lockable and 1. SUppl as • N►t of tots contrct toIollowl tools: architectural features. y at ^9 1, IMCkflow prevention watts shall be of size and type Indicated 1. Prior to inst•tlatios, the Contractor SMII stake out all Ndlockable, with circuit breaker disconnect, through the A. Two (2) sets of special tools required for removing. •m tha irrigation drawls s. Install backflow revtstton prtfsur# s ].06 fIElO OuALITY COMTROI 2• All work c+11N for om tot Or•rldts by motet Or details tMll eq 9• 9 9 P apply lints, routing and location Of seg►1sklsr door OM/OFF handle, magnetic starter with Overloads and be furalsked and iost+llt0 rh#goer or mot specificallydisassembling and adjusting each type of sprinkler and #alts to accordance with the Drawings. heads. heaters on all 1 Circuit A. Adjustment Of tot SystN: transformer Selector brNke switch. itdisconnect,t Control Menttenee tm too Spectflcattent. valet supplied Os coli project. J. bronzed strainers at backflow press on units sM11 have • 2. All layout Skill be approved by City of Rancho Cvcassonga 1. The Contractor mall flush iso ad use all $ rtnkltr heads for terminal strip, a time dela relay 'OFF" to pump b. Two (2) lour foot valve keys for operation o/ tale ►ron:ed scrwed bpd with 6J mask !well screen and /M Il N r, ) P Y Y prevent 3. The Contractor small sot r1111u11y Install the irrigation Y prior to installation. salves. s1m11•r to {alta /100{ or • r optimum performance and to prevent oversora onto walks, cycle as valve stations System a$ thorn en tot Dr+tenet than 1t is obvious in the y Pp ov•d equal. rea0rays, and butldtngs as muco as Possible. y WAY (plug-in module typo). pen end CiOsl, and a PIRIP START field that obstructions, trade differences o► discrepancies {. Mater SupolY In area ill*",,,", •tett that might Not have been consideree t• Two (2) klyt Ior each automatic codtrollsr. 3. All pressure Mlallat piping between the point of connection 2. II tt 1s dettrmined that ad)ustments ,n tot ,rrfgatton 7. The contractor shall provide all labor and Yterial for Is englnetriaq. _ Such obstructions Or differences Should be end the backflow prtventer shall be installed as required by 1. Irrltatten tystN :M 11 be connected to w ter Supply points equipment rill provide Proper dna more adequate coverige, the Yin power t0 pump penal, also proved! for separate f d. One (1) quick coupler key and matching kote swivel for local code. To• Contractor SM 11 yrif with the local N COnnectlen •s 1 Mfca ad en tem prarlMs• Contractor ll 11 maks taco Adjustments prior to Planet W S brought to the attention Of the City of Rancho Cucamonga. In every five (S) or fraction thereof of each type of quick governing body AS to material type y and installation Adjustments may also include ct.ang#s in Nozzle sizes and volt power Source to pump panel. When the time clock in tem event shit Rotlfltatlon is sot performed, the cessary. coupling valve tsttalled. procedures prior t0 start Of cOnstrutttOn. Submit Snot f. Connections iht!! be maot at approximate locations as shown decrees of art •s reqW red. the automatic sprinkler Controiier panel is energized, the thalS atfstne foil respomstiSltty for any revlston Mc•sai►y. d►arint for •prc:ai. on tn• Drarintt. Coritr•ctor is rsSponslble for •tsar Changes dry contacts 1n the I. the above mentioned equipment shall be turned over to the caused b actual site condltleds. ^9 r from tht Po start relay will close and allow 1.0] SUBMITTALS Y 3, lor•rtnq ►it$ed sprinkler heads by the Contractor tAall N P Dane! t0 feed through the dry COntetti and City at the conclusion en tem project Ow Befs einal I. Deck Valves: Accomplished within too (10) days after Notification by the back to the m6geetiC starter toll, thereby energizing the A. IMt#►161 lift: Obslrvatton can occur, evidence loaf the Owner Ms received C. Eloctrlcal SuPPIy: City PUMP.maters•► must be shown to the Clty of Rancho Cuha camonga 1. Suing chock valves 2' asmaller Skill be 200 pound N.O.G. i Electrics) conn•cttons for automatic controller shall bo made A. All sprinkler heads shall N set r 1. The Coatractor shall furai sit the articles, !willow bronze CO^ttruttton veto repeat#able cosp*tltlpn, Neoprene or pe pend5tular to ftalshN 8. The Contractor shall be responsible for providing and materials, o► proclstss specsf,ed by Dame to the Dr•■ings and 1.04 PRODUCT DELIVERY, STORAGE AMD MAMOIIMG rubber disc amid shalt meet o► t.ct•d federal Soeclfl Specification to electrical poldt$ of coantction a to cased on the rapes unless otkerwl:e deft P P g Drarin 9 chased ea tem 0►arlstt. installing Specifications. he Substitution will be alloyed without prior IRs-v-Seo, Class A, Typt Ev. 9s g all necessary wiring, relay switches, etc. written royal 0 the Cit of Rancho Cucamonga. A. Nandling of PVC Pipe and Fittings: The Contractor is c•uttone0 to as required for 'automatic start-up and shut-down of moo r y 9 B. itsttNt o1 Irrtgatton System: 4 P eae►cttt care 1n handling. loading, unloading, and storing of PVC 2. Matt-drain calces shall be of keavy duty virgin PVC 2. Connections shalt be made at approximate locations as Shown irrigation booster pump from McDonnell Miller FSBM flow I. Complete material list $Mil be submitted prior to performing pip# and fittings. All ►VC Pipe shall N tr•atpr[td to a vehttle Construction with F.I.P. thread inlet and Outlet. Iaternal on tree 0►arings. Contractee tt r•fponstblt for senor changes 1. TAt (Ont►attOr shall request the present! Of tm• Ctty't Switch'. Submit Shop drawing showing wiring Schematic Any work. Material list shall include the manufacturer, $rhtch allots tke '.ea9th of plot to lee flat so at Not to subject parts shall be stalaless steel ano neopr•nt. Ante-dr•In causes by actu+t $ate Fondlttonf. Authorized Representative iN "thing at least W hours IN of intended controller/booster pump operation. • It to undue bending Or concentrated external load at any point. Valve Shill be field adjustable against drawout from S to 40 adync• Of testing. model •ssmbtr and description of •11 materials and anon say 9 ].0) INSTAIIATIOk t0 N used. Althpygh manufacturer and Other Isformattpn may A^Y section Of pipe that has Nen dented Or damaged ►111 N feet of head. Matt-drain calve shall N tiniest to tA# be different, the following is a guide to proper submittal dSu+Ned and, if in$alle tMll bs replaced reek sa piping• Valcon 'ADV• or approved equal. 2. Test all pressure lines under hydrostatic format: I.OS SU{STIIUTIOMS A. Trenching: P p Y4 tic 9 pressure Of ISO ,l. Control Meting: ponds Per Squa►! Inch, and rove wtertt At. Item Be. Qbatrtstion Manufacturer Mede► No. I. Dig trenches straight and support pipe continuously on bottom 9. Entire unit to be factory finished with two Coats Of A. If the Contractor riskes to substitute any equipment or materials 1. Escept as noted otherwise, connections between the automatic Of trench. lay pipe to •n turn grade Trenching excavation Note: is$tin pI r•tsure matnitnos ski 11 NUSTOLEUM factory enamel finish. Color Of finish shall be for those equipment or mattrtals ltttsd On the Drarin s ane shall folio. )&you lndicitoa on Drarin s and is noted 9 P occur prep► to determined by the owner's authorized representative. 1 Backflow ►rwenttr F•b<o {2SY 9 co^trotlers and the electric control valuer shall be made Y* 9 fast•Ilation of t1K stet control calves. Specifications, ht may do so by providing the following with direct burial copper wire ANG-U.F. 600 volt. Control ' 2 Automatic Controller G►sense 2000 Series Inlormation to she City of Rancho Cucaoongi for approval: wiring tastalled in control wire conduit within structure 2. Provide for a minimum of twenty-four (24) inches Cover for 3. All Piping under Pared areas shalt N tested Ynd•r 10. The services of a factory trained representative shall be $hall ►t made with ANG-Two solid t r vire. Pilot wires pre$sur! matnlin•$ 3' and latter. y pressure o/ iS0 Pounds par $guar• Into, and made available on the fob site t0 check instillation and 3 Gte Yal•t M10co T-113 *pp+ hydrostatic I. Provide a statement indicating int reason for making tme :hall be a different color vire for each automatic proved rat#reigns, prior to Paring. porform tAt start-up, and instruct operating personnel. A 4 Etc. Etc. Etc. :ubstttutton. Use • separate sheet of paper for each ill. to controller. Casson wirer shall be volt# rich a dtfftrent 3. Provide for a minimum o/ eighteen (18) laches cover for •1I r rt of start-up q g amperage bo tubstttuad• color sett a Ior ach automatic controller. Insa 11 1n pressure supply itnts. opo p data, including voltage and P 4. Sustain pressure in lines for not loss than six (6) hours. readings, pressure gauge readings, and general operating accordance with valve manufacturer's specifications and r1r! Characteristics shall be submitted to the architect for I►rtq•tton submittal must be sptctftc •n0 complete. A11 11 leeks dw clop, repeat! point% and repeat test until entire Items must be listed and should include solvent/primer, wire• 2 Provide detcrlPttve catalog Itteraturt, Performance coarct Chart. In no case $M I1 vert Utz• N less than f11. 4. provide for • minimum cover o/ tfoly! (i2) inches for all $yttem tt proven raterttght. vire connectors, valve boxes, etc. No copies o1 and Ilor warts for e+ch !tom to b! tubttltuted. non-prestur# ethos. record purposes. Two sets of operating and maintenance N manufacturer's ltter•ture (catalpa cuts) •r! required at 2. Miring shall occupy the same trench and shall lit installed S. All hyarostatit tests shall be made only In th♦ presence of manuals and Control panel writing diagrams shall be submittal Information. 3. ►roved! the •mount or cost savinas tf tem supstt weed item 1s .tong the same rout# as pressure supply or lateral lines 5. Irovlde for a M1nlmum cover or N{hteen (III) inches for all included 1n operating and maintenance manual. wherwo► the General Contractor, or rho Cit of Rancho Cucamon a. No W approved. psstble. control tiring. y 9 pipe shall be backfilled until 1t has been obf•rved, tested 3. rho Contractor may tubmlt substltutlom for equipment and B. The Cit o1 Rancho Cucamon a $hall II•ve the sole responstbltlt to B. Backfilltn •^d +pD►or ed to wrtttng. 11. A combination pressure reducing and non-Slats check valve materlalf Ii:tee On the Drawings by following procedures as r 9 Y 3. whore more skin one (1) vert it placed to a trench, the 9 Sha11 ba 1nCluded 1n LAt COMSTANTiLO fyftN. e+utllnee to Sectloa 1.OS o/ tm• Ir►tt•tion SPectftcatlons. accepting or rejecting any substituted item as an approved equal wiring scall bt tape0 together at Intervals of tan (10) Peat. 6. furnish necsfsary force pwp and all other tett oqulPment. to those eaulPaent and materlalt leasee on the Orartngs and 1. The t►encnet spall Not be backfilled until all required tests 12. A sheet metal enclosure as indicated 1n the detail sheet Specifications. 1. M expansion curl (hall be provided within three (3) foot Of art performed. Trenches shall be carefully backfilled with A. Equipment or materials installed or furnished without prior the excavated materials approved 7. Wlhen the irrigation system is completed. perform a coverage shall be provided, Complete approval o/ rho Ctt of Rancko Cucamon a may be rejected and lith vire connection. Expinslon curt shall be of sufficient pD oved for backfilling, consisting ttst to the D aD ate with ventilation as required y 9 y 1.06 GtARAMTEE Presence o/ the City of Rancho Cucamonga, to without need for fans, and flntsh in s'l the Contractor required to ►error! such materials from tkt length at each splice connection at each electric control Of earth, loam, sandy clay $and, Or Other +pprovod determine tf the rater coverage Ior planttnq areas is pe tad with two Coats Of valve, s0 that to cast of repair, the valve bonnet may Is materials, free from large tlpdt Of earth or stOn#s. {ackf111 NIISTOLELIM factory enamel finish. Ali components Of the W tet• at Ait own faP•nte. r Complete ind i0tquate. furnish all materials and perform all A. the Guarantee Ior tot trrlg•tion sytt•m scall be mads fn ►roughs to int surface rlthout Olsconnectinq the control $hall be mechanically compacted In landscaped areas to a dry work roquirtt to correct any tnadequ•cies of cover• a due to MClosure, including logs, flet and •Interior support rails accordance with the attached form. Tht General Cpndittons and wires. Control wires shall be laid looser in trench without danstty equal to ad)acent undisturbed x011 1n las a 9 sh►11 be galvanized. Enclosure shall be set-ted t0 the L) S. tsattApproval p any corm, alternate Or substitute 1MScat•f only t Y P ^9 dovlatlons frpm plans, Or vhere the system ha3 Deen r1111u11 {t•el skid base. U that the product Or Predates a0pionssly Nat eke requlremtnts Supplementary Conditions Of these Sp•Ciflcatlons shall 0e f11N Serest Or stretcolat Of control rete tenductors. ar!•s. Backfill ►111 conform LO adjacent Grades without Installed at indicated on the Drawings when it is obviouslr ,` of tot D►awt t and SpecifltJtsON$ en the befit tf tem with Ms Ctty prior to acclPt•nce Of the IrN t•N On BrttM. C OS. sunken Artas, humps or otM► Surface 1►regularttlos. e M 1n•dtquate, rlthout bringing tots to tot attention of tot _z im/ormatton or $ample$ awbmittN. S. All splices shall be made with Scotch-Lok 13576 Connector City of Rancho Cucamonga. This test skill be accomplished 13. Provide and install a 36' wide R S4' long concrete bast to I. A copy of cos Guarantee form Spall N lnclyded 1n tot aoerattont Sealtnq racks, Ratnblr0 Snap-Tito vire connector, or approved I. A fine granular material packfill will b• initially placed on N fort any ground Cover tt planted. roc elvs the CDNSTANTFLO pump unit. Use type A - 3000 PSI h 6. Manufacturer's warranties shall mot relieve the Contractor of and maintenance manual' equal. Ust ono splice Per connector tsaling pack. all 1 mes. AO f*rotas matter larder then one-half (li2> tach his 11•b111t WtOe► ted• renttt. Such wrramtt•$ fM11 1n size wilt be persist#d to tke lntttal backrtll. t. prestressed concrete with rebar and cad plated anchors. y 9w C. tot Gwr•ntee form sM11 be re-t Ptd onto tot Contractor's (qo^ completion of each Phase of work, tater• system shall be tett skid bast shall be factory Mounted on the Concrete tr 3 only supplement the guarantee. y G. Field sPllcet between the automatic controller and •loctrtcal tested and adjusted to meet $ate requlrementt. Mase. 1,, letterhoad and contain tkt f011or1nq tnformatlon: Control valves ►111 not be allowed without prior approval of 3• flooding of trenches v111 be permitted Only veto approval of L) W B. Record Or•r1Ngt: the Ctty of Rancho Cucamonga. eke Ctty of R+ncho Cucaa'*n9+, 3.07 WM►INtENANCE w V � OAARAMTEE FOR SMINKLEN IRRIGATION SYSTEM 14. A PUMP START RELAY of the plug-in Module type shall M J 1. TA! Contractor :hall roVtd• end te•P up to dal• •M template K. Automstic Controllers: 4. If settlement occurs and subsequent •O�uttments in tattoo system :MTI be #Nd#r full •utamattc mounted and wired in the n � ► pipe. A. TAe entt►t irrl pump panel by the panel supplier. t record :tt of blwe 11ms oz•110 prints wA1tk :M 11 N M! hereby guarantee that the irrigation system re have furnished •+Ives, sprinkler osads, lawn or planting, or other ratlen fpr • Separate PUMP Start relay shall be r V Pet NriN of :even (7) N s ►tor to an y provided for each V COrrectod date sad shot ever Chant from tAt Ort that amid Installed is free from defects 1n materials dao workmanship. I. Automatic tont►oiltrt shall be Of size and type shown on tot CMstructlon are necessary. the Contractor shall maks all Y P y pl•nttmt. Y Y 9 / YO tOtltr011er. w � drartngt and specifications and the •tett Installed end the wort has Nen completed to accordance ween the Drawings cravings r•qutred a0�ustments rtthput cost to the City. B. TA• City of Rancho Cucamonga r•s•ryt tme techs to wtv• •r r locations, Sizes, and kinds of equipment. Prints for these and SP•ctflcattons, ordinary war and tear and unusual abuse, or Shorted the eper•tton parted. iS. Provide and instate HEMA 3R Mon-fused mato disconnect r set ma be ebtatd•d from the Cit Of Rancho CK Reelect excepted. Me agree to repair or replace any defects in y C. ir•nthlnq and {ack1111 Unoor raven sw1tCA, Mo#Nted on eztlrl0r of pueq panel, and wired t0 Co pe r r asite at 2. F1nii iotas on or automatic controllers skill be approved b 9• panel C1rcult breaker. Ma Or workmansolp rhtch may 0!v•ioP durtnq the period of one Cost. This sat of drawings shall N left on the Site and eke City of Rancho Cuumonq•. ).0{ CLEAN-UP tkall be used only as a record sot. year from date of acceptant• and also to repair or replace any 1. Trenches loca�td under areas there paving, tsph•lttc conc►#te damage resulting from the repairing or replacing or such defects 3. Unless otherwise noted on the Drarin s• toe 120 volt or concrete, tilt be installed shall be b•Ckfilied with $and Clean-Up ski11 bo made •t •acs 9 portion pf work progresses Nofu$# and 16. Provide and install McDonnell-Miller FS8M flow switch 2. TAess drartags atoll also sprue at work Progress sMstt and at no additional cost to the Ctty. WN aM11 make such repairs or electrical power to the automatic controller location shall (• I•y■r sit 16) Inches Delo. the pipe and three 13) inches excess dirt shall be romvtd from the site, all walks and paving shall replacements within 1 reasonable time, as determined b the Cit above ins pipe) and compacteo in layers to 951 compaction, ►s broomed or wished oorn, and any damage sustained on the work or with T20 time delay relay, mounted wired, and including SM 11 be the bates for measurement and Nyment for wort Y Y. ►e furnished by others. The final electrical hook-up aMIi Y completed these drawings shall be available at all times after receipt of written notice. to the went of our failure to ►o the responsibility of the Contractor. �ftnq manual pr mac^anical tamping devices Trenches for •chars shall N repaired to its Ortgtn•I condition. a special auxiliary relay in the pump panel, to operate for Observation ane shaft be Rept in a 1oc+tton dtflgnated by mak# such repairs or replacements within a reasonable time after piptnq snarl be compacted to equ•t the compaction of the as start-up and NG-PEON safety shut down. the City or Rancho Coca"&. Should the record blue lint receipt Of written notice from the City, we +vthorize rho Clty to L. Electric Control Valves: existing adjacent undisturbtd soil and shall be left to a ]apo fiNAl 0{SERVATIOM Pe10R TO ACCEITANCE record Ir•r5nt Progress tocols not be •vallabte for reriev or proceed to have said repairs or replacements made at our expense firm unyielding condttlon. All trenches shall be left flush 17. A. The 'CONSTAMTFLO' irrigation boostfr puep aSSembly ii not be UP-to-Oato at the time of any observation (refer to and rt rill P•y tot costs and Charger thersfors upon demano. 1. All electric control valves shall be the same size and type with the adjoining grade. The Contractor shall set 1n place, A. The Contractor shall *Perot# each system to its entirety for tot •v•1lable from Southern California Pump $ales. phone Section ).10 - Inspection Schedule), it will be assumed no Scow+ on Drarings. Caand pressure test all piping under paving prior to the City o/ Rancho Cucamonga at time Of the iin•I Observation. Any (714) 96-1095 for add1t50Mt infOrmatlpn and COft. work Ms been completed and the Contractor will be assessed pp)ECT: � paving work Sloss doomed not acceptable by the City of Rancho Cucamonga shall the cost of that site visit at the current billing rate of 2. All electric control valves shall have a manu•t flow be reworked to the complete Batts/action of the City of Rancho f. G#neral! �. E1 K tr1Ca1 1 the City Of Rancho Cucamonga. NO other observations tk•I1 aejustment. b*rfn r PiDtnq under existing walks is dont by jacking. Cucamonga. Supp y: �VK„� �h/Y LOCATION: / Y q,. but woort any Cutttnq pr L if take Platt prior to Nyment of that atstssment. „/ q or n Oraulic driven S101E0 3. /rpvidt ano install one control valve ba for tech electric breaking of Sidewalks and/or concrete 5t N•C•tfary, tt snal) B. The Contractor shall shot wtdlnte to th! Ctty o1 Rancho Cucamonga 1. E1lCtriC11 Connections for irrlgatlon booster �\ ,i 3. The Contractor SM11 make meat and legible notations on the control v+Ivo. be done and replaced by the Contractor as + part of the that Me Ctty has voted v#d all ucsssories. charts• record COntr•ct cost. Permission to tut Or break sidewalks and/or drawings, and • ut poop and automatic controller shall be the V v \ M• J�1�, f record drawing progress allyls dally as the wort 1. shout concrete shall be obtained from the City of Rancho equipment as required before Final Oeserwtton can responslN illy Of the Contractor. �`v �'(N e .. • showing the wort at actually installed. for •aasplt, should ADDRESS: M. Control Vilve {Ones: occur. Cucamon b c • place of equipment N 1dat+lied to • location that does not h10ME: 9a. No Aydrauitc Irtvlmg rill ►• permitted under ., match the plan, the Contractor oust indicate that equipment DATE OF ACCEPTANCE: I. Use S 1/2' I.D. r 11 3/4' round concrete valve boy with toncrtte partnq. 3.10 OBSERVATION SCMEOULE t. Connections shall lit made at approximate �, has been relocated in a graphic Manor so as to match the Fibrelyte lid for ail gate valves. Ertenston sleeve from lOcati one •s tAOSNt on drawings. Contractor is , t i Ni. �i Niglni) Symbols as indicated in the irrigation legend The valve bcx to gate valve $hail be PVC Schedule 40 - 6' minimum 3. ►roved! fora mmum corer of •IgAteen (1S) inches between A• Contractor $M 11 N re$ponsible for notifying the City of Rancho responsible for minor Changes Caused by actual 3 p r GRI 2 - pRm1CTS fez• Valve bpm tem.. be similar to Christy 'F{ b.• valve 19 N 1 8 �� I y relocated tqutpmenc aha dtmentlont rill then Of transferred the top of the pip• and the bottom of the r ate base foe CUcaaOn a 1n •/vast! Ior tns follortaq observation me•tintt, site cOwdttions. l to tem orittnal record harts$ plan at tA# proper time. 2.01 MATERIALS bot veto Christy 'FL{0' ltd or approved eqwl. all pressure and non-pr•tsuro plptng imsalled Under attoNint to too time lndtc•te Air asphaltic controls p*vtsg. i, 4. Before the data of the final observation, the Contractor 2. Use iC SA" ■ 17 1/4 Concrete rectangular box vita Fibrelyte 1• P►•-loo Wnftanc! V A. General: Use only new Net•►S+It o/ brands and types Notsd an D. Assemblies: 1�J shall transfer all Ia/ormatton from the 'record drawing, 110 for all •IKtri; contro valves.. Valve Dox shall be \Q pravldtt, $peclflN hartls, o► aprpvd equals. 2. /restart tuPpl lisp Inatallatton •M tttttnq - N Aourt N prints to • sepia Mylar O► similar Mylar mat•►tal Procwred f1s1 L- to Chrltty 'i{ bra ►5th CArtsty 'FL{0" ?Id or y from the City of Rancho Cucamonga. All work shall be in 4pproveo equal 1. Routing of sprinkler irrigation lines as indicated on the wterproof En tot and applied t0 the Mylar by a t•cAatcat B. hIC ►r•ssur# f41n Line /apt and Fittings: Drawings is diagrammatic. Is$t•11 lines (and various ,/A/f F f-FlIli 3. Automatic controller tnstall•tton - /1 flours pen mase taprsssly for use on Oyler material. Such pan shall 3. Instal each remote control Varve ,n a separate valve box. Assemblies) in such a manner AS to Conform with the details 1. PVC Cls s ma1n len# plpint for sties 2' and larger, shall be Eacn v.ive number shall be heat branded on valve box top veto 1n the Or+visas. 4. Control wire installation - 41 hours be tlmtler to shots manufactured by RaDtdogr•ph. KUNfe11 S PVC Class ]15. Ester, or Faber Castell. ind dtmanslons tMll N made so at 2• to?1 ietters. Branding unit aw11aD1t from hydro:cape to bt easily rsadablt w!n On the final controller chart (ses N. Products, Int., phonE number (711) 639-1{S0. 2. Install n* Multiple assemblies in plastic ilres. Provide 5. L•tor+l line and sprinklor lnstallatton - 11 hours R E V i S I O N S 2. Class 3)S pipe Shall be made from an NSI approved Type 1, each assembly tech Its own outlet. FOR CITY USE CNNR_Y Section C). The original Mylar ,record drawing• plan skall be Grade 1, PVC compound conforming to ASTM resin specification 6. Covtr•go tett - /1 hours [5DESCRiP TION7. Install alt •ssenbltts specified Aereln 1n accordance titsAPPROVED "TIAL DATE Submitted to the City of Rancho Cucamonga for approval prior 017N. AIi peps must matt requirements as set forth in Sp►tnkler Needs: i to tem tolpletlen of tem Comtr011er Chart. sideral Specification K-21-70, with an appropriate standard respective Desalt. In •Dstnce o/ a dt ail Drarin pr 0l mention (S.O.R.) (Solvent-wed N pt). 1. All sprinkler heads shall be of the same size, type, and g 7. Sense Observation - 7 days S. The Contractor Shall dimension from two (2) permanent points dtltver the same rate of pr•clpltation with the diameter (or Specification peralnfnq to a 1peclftc item requireo to STREET i •f rtftrtacs, bu110inq cornett, :10owa1R, or road radius) of throw, pressure, and discharge as shorn on the complete the work, person such work 1n accordance with best { has^ observations Mre been conducted by other than the Cit of ATER/SEWS ImarsK stent, est., toe location of tem fotlpyln alms: 3. ►rsssure Mtn 11ne piping for a zes 5-1/2' also smaller shall drawl Pe p provisions. standard practice with prior approval of the City of Rancho Rancho Cucamonga, show evidence to writing of when and by wham 9 nqf and/or as t ctfled to these s Ictal Cucamonga these obsery+tions rare meet. GRD St DRAIN N PVC Schedule 40 with solvent welded lotnts. •. C•NNsctlen t0 •■1$tfmt ratty ItNet. 2. Spray Aeads shall Mve a tcrev adjustment. C. ho rite observations tell co�Ience ritkout •At-{wilt• TRAFFIC 1. Schedule 40 pipe shall be made from NSF approved Type I, 4. PVC pipe and fittings Shall be thoroughly Cleaned of dirt, [$cord MINA Grade I PVC compound conforming to ASTM rosin specification a tion 3. Riser enits shall be fabricated to accordance veto the dust ano moisture before ,nst•Tlatton. Installation and drawings. In the want the Contractor tells Ior a site visit L CHECK K i b. ComRsttlon to eatatiNg electrical power. p17aS. All pipe Mutt meet requirements as set forth is solvent veldts methods shall N as recommended by the pipe without 'Af-{utlt' record drawings, rlthout completing previously details shown on tem drawings. 9 noted corrections, or without preparing the system for said visit, R/W i Federal Specification PS-21-70. ano intttng manufacturer. i t. Gte ral•tt. At snili bt rtsponsfbls Ior rslmDursln y 4. Riser nipples for all $prtnkltr Aeads $M 11 be the same size 9 the Ctt of Rancho AS CONST. S• PVC Sved c -fold ng t AS $kilt be ScAeeule 40, 1-2. II-I KF S. On PVC to meU1 connections. the Contractor shall work Me Cucamonga at his current billing rates per hour portal to portal d. RwtlRg of $prtskltr prestur• 11Ntt (dismdtlsm mea. approved conforms to ASTM test procedure 02466. as tA! titer Optntng tR ted :prinkltr body. (plus 100' •long routing). ^9 P metal connections first. Teflon tape or approved equal, transportation costs) for inconvenience. Mo further tete S. All sprinkler heads of the :sale type !hall be of the same that) be used alt tn.taded /vt to ►dC, and on all •iftts rift be scheouled Ynttl this Charge has been paid and THESE PLA WERE PREPARED BY: FOR PRIVATE t1SE 6. Solvent cement and primer for iVC solvent-wed p1Pe and manufacturer. thrladt0 IVC to metal j*1nts. Light wrench pressure is all recetv•d. t. fprihklt► control valvas. ftttlags $hall N Of typo and installation methods prescribed O. that ,s required. . there threaded ►VC conn•ctt*ns are by the manufacturer, requlre0, use threaded IVC adaptors Into which the __7 �- LAND L.01�10E� 1, Lry INITIAL DATE I t. boats. of control wtrtRt and locations of all Splice Identification Tags N solvent rolde0. pep+ may �,� LandscapeNchite iiuN,, L-T T DRAWN boats. 7. Ali IVC pipe mutt bear the following martlags: 1. I.O. tags for electric control valves shall be manufactured f AChkT E. Line CiN►ant#: All ISses tM11 df a minimum clearance r es.Sig EMD OF SECTION f7W a Dem CHECA 92705CKED I. Quick eomtpllst valves. •. wnufactrrsr't Rant from Polyuretkine Btnr Desop*n. Use Ckrtsty's standard tag (6) inches Prom tach other and from lilies of ether trades. i. NoMtnal pipe size bot stamped with black letters on yellow background. Tags Parallel linos shall not N installed directly A. St#►-outs for future CONNKHOm. shall be sobered to match ramie shown on the y over eat another. Fax 714 �j22Q69 DATE NAME c. ScANuI! or class programing LICENSE ER d. 1r#:sure ►a�t�9y 1a P.S.I. drartags. Provide sae tag for tach !1 K stet Cartrol valve. i. Automatic Controller �E 1. Other related uc• on pUtpment at divested by the City of I. MSF (ft ON& Sanitatics Foundation) apro•al I. I.D. tags for quick coupling valves shall N manufactured Remcio Cucamonga. I. Oett of •■trv:fon from Polyurethane Behr Desopan. Use Christy's Next tag, Install as Per manufacturer's instructions. Remote control valves 6. Co ra before ha the d data of the final observation, the B. Ail fittings shall Nar the manufacturer's mars or trademark, P. hot-stamptd with black letters on red background. Tags shall $hall De connected t0 Control!•► 1n nstmtr:ral Sequent# as $flown an CITY O F RA 11i C H O C U CAM O hi CA Contractor foal) deliver the corrected and CerplOtN Sepias read "Morning Unsafe Nater Deg Not OrtNc.' Tap shall N the Drartngs. to the City of Rancho Cucamonga. Delivery of the ferias will Kf•tNl a tlA rroiiraln, size' applicable I.I.S. Schedule and printed in English on one side and Spanish on the Other. COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION mot relieve the Contractor of M• responsibility of ov10• aNt tag for ea glslck coupling valve. G. MSgh Voltage Meting for Automatic Controller: f#rmis►Img required leformat,om that may bi emitted from the C. PYC NON�res$vrs lateral ilea /1ptp: PROJECT NABS tl/BCTw prtats 3. Special order tags from T. Christy Enterprises, 1211 Struck I. 120 volt power connection to the automatic controller shall M Bal S A Avenue. Orange. CA 92667. Phone (714) 771-4142. be provided by the Contractor. M 1 L L I K E N PARK 1. Nos-►vacate buried lateral 71ot piping skill be IVC StAs0g1• C. tmmtrofler Charts: t0 r1tA sol•ent-weld �oUts Mtn tntt•IIN iR planttNg areas. Vandal Rttlstant CotstrolUr Enclosure: 2. All •Isctrtcel work shall conform to local codes, oNiaancts, SHEET TITLE and Union authorities having jurisdiction. i • 1. At-b#tit d►arlmgs tkiTl N approved by the City of BmRde i. Ron-pre$sYr• lateral lied! plptaq 1Nsta11N s*d•r pe•si0 areae I. Controller enclosure Shall N of size and type chows on the gg CmcnmRga before toRtroiler Writ are prepared. Mall N PVC Schedule 40 with Solvent Welded Solatf. /rrttet/oN drarimts and irrigation detail Meet. N. Remote Control halves: IRRIGATION SPEC'�CAT►O N S i I. Provide eme contrvtler chart for each cast. 114W peppT/•d. 3• PIN shall be meta from mSF {proved, 1ype I. Grade II PVC 2. A backboard shall be secured to the controller enclosure 1• last•11 theta fkoyn on the Drawings. When trouped together, tosspow$d C•aformieg to ASTM resin $pecificatios 017{1. All .bOWSi to 6110" At Ieatt twelve (12) inches between valves. other. VEb /tppppyEp r .1. TAe chert still show the area controlled by tem astemrtic pip* must meet requirements set forth is iNtral provide • base for mounting the automatic Controller aN Shall M time Madman size Mid the controller angg p /� deK will silts.. 1peetfteatl•m Ps-22-7o r14 am aprePrlab ttaNdaN dimensiam tpriNkl•r coNtroller and term!aal $tri eAcA temple Control valet to a seed►alt •sire bo,. ratio. 3. A 117 volt duplex box shall be provided with and On/OIs I. it#sbtRg •r System: \` (/\ji,(I(.�yi /�O /uC.3�q� trill t and 117 volt recply to the Metal corNho :Mil rue bAT v COMMlx11T RviCESMANAGER OATE/� �/ gyp a./ gTYENGNNEER 4. 1M chart em ve M a rmdwC•d*want tog mf the actwt lasc@ IS t• all r v moth iR pr Nr-pr 1, 2 !std 3 of tm* P e amid troy the 117 volt supply to the controller housing. All I. After all New spriNRlt► pipe 11met and risers art /R place Mottbm. Mmrwh, 1s the !rent tis controller Sequent• is all requlremamt$ for mon-pressure lateral IIA pip* amid power within the housing shall be properly phased. and connected, all necessary diverstoo wort has been APPROVED ��S{ Mt Ittlble Men th! draw as tt ►Muted, it abMli be fitt,ats shall N the Mme as for $pl•Mt-meld pressure mats Completed, and prior to tmttall•tlon of aPritkler heads, the DATE ti SHEET OF 3"p Mlarted b • the that w111 be readable Mem rmdmcel. !tet peps aha fittlps u Set forth is sKtl•R 2.Ot{ v1 tsmeSt 4. A terminal strip shall be provided, clearly indicating the Control valves small be Opened bad full bond of water used to C7FFICIALrli_ SpKlf/cettons. proper points of ceowt,on of all appropriate wiring f1v:h out tem system. APPf110VED ��oo-� +(station valves, Mato► ValveL - , common, central Castrol.) k DATE CITY PLANNER PROJECT SHEET NO. /? OF 29 PLANTING LEGEND TREE LEGEND SYM. QTY. 15GAL. 24" 36" 48" `,PACING BOTANICAL NAME COMMON NAME ESP. ESPALIERED L51 BRACHYCHITON POPUl.�5 BOTTLE TREE ` GAL. GALLON CONTAINER BP 2 OI CEDRUS DEOOARA OEADAR CEDAR FV •- ; G.C. GROUND COVER CD 2 '+ 1 , '- TR. 13298 HT. HEIGHT CS Ig 18 'Sol CHORISIA SPECIQSA 'MAJESTIC- plEALJTY FLOSS SILK TREE 1 CINNAMOMUM CAMPHORA CAMPHOR TREE L.A. LANDSCAPE ARCHITECT CC �I KOELREUTERIA BIPINNATA CHINESt FLAME TREE L.C. LANDSCAPE CONTRACTOR KP 3 3 tS „- MIN. MINIMUM MG $ 4 ,4 IoM MAGNOLIA GRANDIFLOW�• �M�"y SAMUEL SUMMERS _ 1 �, c 6 x 6 W � . - ►-, - /•,• ,- , MOW-STRIP M.T. MULTI-TRUNKED PE 3-s' PINUS ELDARICA MONDELL PINE 40' PINUS PINEA ITALIAN STONE PINE O.C. ON CENTER � PLATXAV& ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE RWD. REDWOOD �7 S.L.A. SELECTED BY l.A. I ��� �` � fll - SPEC. SPECIMEN p+' 2•- 2 JID Plrlil5 cAf4 g. s45 G,{Y'�Y INpti SPREAD ... - \ - / .� :%lig '-''^. - ./ / ♦♦ / �/` \—��1� \/i 1 - /./:�' ♦\_ ;\ /_♦ /�,i`1`-,� Lu o GENERAL NOTE. _ ANTING KEY '.\ .�.�;;- `.;�-.;> ,t \,� , 1�, �,, _1i1` � � ERS OF ALL TREES BE MINIMUM SFT. FROM STRUCTURES, \ . _♦ - ! / 0; fir• CENT 44 rr' =° T ''\;! : -1-1:/ "`':\',-`.`- `� - :�`_•-- ;: ',,, . - ' , �' .i. •1..0 WALLS, AND HARDSCAPE UNLESS TREES ARE PROVIDED WITH ♦ : ♦1�\i�I//�`_1:� `_- '`' 1.- �`\1. \'` '\/'`�\� \ ",- \i ♦ ��ll off. ME PLANT LIST 041.9011/10 W � LCT •���.r/// ' CITY APPROVED ROOT BARRIERS CITY STD. 6. •.. 1 1` / 1 I.: _ `-, `_\ ,- \ \ < ♦' / �'!' _ '// 1 _ 1 6-1 SIZE OF PLANT MATERIAL J /ICS �, { `�,i'�`�` \ _1_�� /�.\_ _ \ i♦ 1 /1� `� ca I GALLON OR sox SIZE ..✓ `_`/` \ �' —�`\/ (i /1 �° � � aIANTITr OF PLANT MATi1MAl � . �i,-/, ��1 ��i�-`- 1�\����=��-�\ •/_ �' opo �LiI COBBLESTONF .fir. ! '�;. �/\ ♦ —!_ ♦ 1_ �/ /`/'►•1 �, i\ /\ / � \r`,`,\ I —� \/ Oy i LLji - - / ,�! -, _; ;;, , _ NYIOSEED NOTES x' Z GROUND OVER LEGEND F ..,. - ✓� ;:. ..Vii, ..:.; _ � \1 -`\/ \� \�`r _I /' 1 � ��� `\ �„` 'o:°. ••• r,r;rr: - .,:. * : t • - \_ C ,/• 'i- `/; \ - . ALL TURFGRASS AREAS A T sm - ,•�• i.�` 1 :�` 1 HYDAOSEEOEO AS FOLLOWS. S DESIGNATED ON THE ►LAMS SHALL NE E OESI � '' THIS SHEET ►.' �, - r ,�,. o .” U I I HYDROSEEOEO TURF SEE NOTES I ., �. . 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATIaN NOTE. �► A ? .:�,./ >. r °� LLu SMOOTH ALL SURFACES, FINISH GRADE TO 16 BELOW ADJACENT WALKS. am zPIP j ORCYEwArS. ETC. ROTI AREAS TO EXPOSE SOIL DE►RESSIONs �/ `i SURFACE IRREGULARITIES. FILL LOW SPOTS AND EVEN STORM DRAIN ! s IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO MYOROSEEDING. 6"x6'r - ' J \, 1/♦ VINCA MAJOR 18 O.C. OWNER SMALL APPROVE FINISH GRADE PRIOR TO PLANTING. „ I MOW-STRIP ' ; �,``:I; AT 18" O.C. 11 '/\ ` // 3. 'THOROUGHLY NIX AND EVENLY APPLY THE FOLLOWING NYDROSEEO MIX 'J ;/11���,����/ TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEOING: - � TR. 14368 � � , 1 -,\;.,,....:/ CELLULOSE FINER 30 LIS/1000 S.F. z 04ZANIA CLUMPING WHITE MITSUWA BY 16-20-0 AMMONIUM PHOSPHATE ) INS/1000 S.F. FLATS AT 8" O.C. TRIANGLAR SPACING. IBM 31-0-0 SLOW RELEASE 7 LBS/1000 S.F. SOIL SULFUR 3 LAS/1000 S.F. Ai. GYPSUM 25 LIS/1000 S.F. SEED MIX PER LEGEND 12 LIS/1000 S.F. SCALE 1 ":30'-0" 4. MYDROSEE�D MEAS SHAH RECEIVE SEVERAL CONSECUTIVE WATERINGS N THE DAY OF THE HYDROSEEDING TO THOROUGHLY SATPRATE THE SOIL. W AFTER THE FIRST IRRIGATIONS. WATER SHALL BE APPLIED AS OFTEN •AND IN SUFFICIENT AMOUNTS AS CONCITIONS MAY REQUIRE TO KEEP THE SYSTEMS FOR ALL FINISH GRADE REOU�RENTS A$ MAY IRE N6CESSARYEFOR APROPER GERMINATION AND OUND AND $(LOW THE EPLANTTGROWTM. SEE PRECISE GRADING PLANS PREPAREDBY S. "TME LANDSCAPE SUBCONTRACTOR SMALL RESEED ALL NONGERMINATING MAOOLE • ASSOCIATES V �s K- YOYMTAM AVE; ♦110: OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDING. . TURFGRASS AREAS SNAIL RE FREE OF BARE SPOTS AND FULLY -UPLAND CJI 946-2949 GERMINATED PRIOR TO FINAL ACCEPTANCE. U p - w N. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT Of 2fA, BEGIN MOWING AT A MINIMUM HEIGHT OF 2'. REFER TO MAINTENANCE NOTES z GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: FOR ADDITIONAL BOWING REQUIREMENTS. '�^ *SIDEWALK MAXIMUM 8.3% *MAXIMUM SLOPES IN TURF AREAS 5: 1 NOTE:REFER TO SHEET 29 FO �. REMOVE All ROCKS 3/L" DIAM. AND LARGER IN TOP 2. OF SIMFACE U v `� F�kNTING DETAILS �, SHEE %I �c PLANTING SPECIFIC Sots !M AREASTO ACOEMPOSSEnE0F�1TH TURFWIASS. dAGUAR. I�$t PLACEMEN O ATOMS. s. TUR MI i - 'ME s c LL / T F TREES SHALL BE W : LU APPROVED BY THE CITY INSPECTOR. APACHE) to /4 3t 4 �\s TR. 13273 WE 00 WIDTH ROOT NBARRIER PER LCITY ASTD. DETAILNT ALL S (605A) . ANY TREE WHOSE TRUNK CENTER IS �•r \ -\/_ ' '%►"/ _\ /;`' :'''' / i/ , "' A MIN. OF 5 FT. FROM HARDSCAPE SHALL BE Vii/' '�� ':\_\ `•'•.I/-/ ` Ij l •'�-��1 1 1`j� \ice \ ,1-+� 1 -`�1' -: 1 Ei<ISTIM FENCE WITH .� I3P :\ _1.1-,�� �_ /\ ►-` \/'�.� �.'.1 .M r; \ ,•..rte 6X6 c_.0 +� ' •,Z� _ _ -` \• /'/` ' I 1 \I ' '- PLANTED WITH ROOT BARRIER APPROVED BY THE CITY INSPECTOR. MOW STRIPA* kL SAI � 2 N R. 1 7 3 o C ;j1: , /�-�;%J -\ .i NO 1213 T "``• / �, '�` ,•7`-` /moi-\ ' 1//- ,' _ / •fir/ \ Or % '� � LL ; .. ♦ \� - - ♦�-r s \► - \ - / i lam/ /� � -/\ \ ,1 �� ;// OF CAL tp 400 MATCHL T INE SEE SH '7 r i I i . • .r 01 DESCRIPTION OF REVISION DATE TY APPROVED: OVED CITY OF RANCHO CUCAMONGA / 1 A D $ TERRA VISTA Q, SCALE 1 .30 —O • EAST GREENWAY PARK CONNECTION 1 ":30' s. 1 TREE & GROUNDCOVER PLAN W .r�- LEWIS HOMES APPROVED BY: DATE: Dy. CITY ENGINEER � ,3/�71 RCE. No. 's' V DESIGN RECOMMENDED Land Concern, Ltd. DRAWN 1750 EAST DEERE AVENUE SHEET DS SANTA ANA CA 92705 25 4 PHONE (714)250-4822 OF KEYMAP CHECKED DRAWING NO L1 RCE NO I f3� I DATE FILE NO OP PROJECT SHEET NO. .2,60F 29 I M ' Q SHRUB LEGEND SYM QTY SPACING BOTANICAL NAME COMMON NAME FTi SIS 'y9.5 VT RB llf, Id ROSA BANKS I,,E 'LUTEA' LADY BANKS ROSE 56-g P 2Q. TR. 13298 . PTV z9� 4 PITTOSPORUM TOBIRA VARIEGATA VARIEGATED PITTOSPORUM PTW -14 311PITTOSPORUM TOBIRA 'WHEELERI ' WHEELER'S DWARF ` g�� RIS 5&C?5&C? 4� RAPHIOLEPIS INDICA 'SPRINGTIME' INDIA HAWTHORN ' " " MOW-STRIP VT l81 VIBURNUM TINUS LAURUSTINUS 6 x6 XC 97 GI XYLOSMA CONGESTUM XYLOSMA CL Lu TR. 13273 .n... ` .f .. Icy; y4 `• ' ' . PLANTING LEGEND Lu = - ♦ o ° O-5 ES►. ESPALIERED 5 a O 8 R a a HT1/ GAL. CALLON CONTAINER l� lD :• ;;;$ • ' -- o o Yt e e e s e e a 4v•5G. . GROUND �; . + + „ ,` _ ocO I`�-5 `: o • ° 8 8 v NTC HEIGHT COVER ui 5 L.A. LANDSCAPE ARCHITECT •.I : � SIS 5�- ° o o L.C. LANDSCAPE CONTRACTOR 'S �T' ••' S ° . a ' • MIM.P.T.. • • 22-5 ° MINTFI-T MULTI-TRUNKED O.C. ' ON CENT ER V V SWD. REDWOOD 6— L A. SELECTED BY L A. AV _ R15 SPEC. SPECIMEN O l.� ° �' o• �, I I'S IQ�S S►. SPREAD `- Opp �.�- • • . V �� - e a PLANTING KEY 14-5 - W X15 �Y PT vT d sEE PLANT LIST OR T LEGEND TR. 14368 24-5 y.S x �`' I I SIZE OF PLANT MATERIAL �5 izls 1 � GALLON OR SOX SIZE DANT I TY (IF PLANT \1,V� 101 -5 12 TER14 � n q � ' v�• 1 •c' � , 1 � Iq-5 • 6"x6" MOW-STRIP 12 NOTE:REFER TO SHEET VI FOR PLANTING DETAILS a SHEETS4 FOR PLANTING SPECIFIC ION PLACUIENT OF REES SHALL BE APPROVED BY THE CITY INSPECTOR. A SCALE 1":30'--0" fon ALL F MW GRADE REOUIRQAEN" W BEE PRECISE GRADING PLANS PREPARED BY MADOLZ A A&SOC1ATES 546 IL NOWNTAW AVG •10i -UPLAND CA 946-2949 W . Cr yU 1 ' N r 3 hLu v W v '- O EXISTIN4 FENCE WITH lox& c-0,1CRETE / rig W-STKIP SAI►` irp TR• 13273 UC no 12p W a I •�� 'e - y yo --. I- k Of CAL (off '' ' .• • % �• CITY DESCRIPTION OF REVISION DATE APPROVED s% CITY OF RANCHO CUCA ONGA r ":301 -0" Q D TERRA VISTA Q. SCALE 1 s ; ; EAST GREENWAY PARK CONNECTION: SHRUB PLANTING PLAN LEWIS HOMES l _ r _ APPROVED BY: DATE -/ D J �P,4 3/ 79 -' CITY ENGINEER RC.E NO. DESIGN d RECOMMENDED Land Concern, Ltd. � _ DRAWN 1.750 EAST DEERE AVENUE SHEET � OS -,o AISANTA ANA CA 92705 �PF�Of� (714)250 4822 2 of KEY MAP CHECKED DRAWING NO Q RCE NO �� p� DATE FILE NO- - OO— PROJECT SHEET NO. o2-) OF oz? ♦ PLANTIN PLANTING LEGEND NOTE: CONTRACTOR -SHALL PLANT ALL TREES G KEY GENERAL NOTE: WITH ROOT BARRIER PER CITY STD. DETAIL ESP. ESPALIERED (�605A) ANY TREE WHOSE TRUNK CENTER IS tm qTY. SPACING BOTANICAL Im Colin NAS CENTERS OF ALL TREES BE MINIMUM 5FT. FROM STRUCTURES, GAL. GALLON CONTAINER A MIN. •OF 5 FT. FROM HARDSCAPE SHALL BE - LT UE PLANT LIST ON LEQENO G.C. GROUND COVER PLANTED WITH ROOT BARRIER APPROVED BY P 25 1 I�} X01 BOTTLE � WALLS, AND HARDSCAPE UNLESS TREES ARE PROVIDED WITH -I i1ZEOFPLANTI/ATEWAL Ht. HEIGHT CD 1 �EDRus DEODARA oEADAk CEDAR CITY APPROVED ROOT BARRIERS CITY STD. 6. "LLONoIIBox sin L.A. LANDSCAPE,ARCHITECT THE CITY INSPECTOR. CS z CHORISTA SPLGIQSA 'rWIII Tlc biwri( rLOSS SILK TREE L.C. LANDSCAPE / 4 C , KOELREUTER CAMPHORA CHINESE TREE NOTE:REFER TO SkE • 29 FO CONTRACTOR CC !a ofCl NNAMOMUM aIANTT1l OF PLANT YATIIYNAL MIM. MINIMUM - KP �I �{' 7 Lt' KOELREUTERIA BIPINNATA CHINESE FLAME TREE • �!` W , �$, > .�► 1 I 6� 'IK 111 F..rs ' LQ N.T. INTI-TRU"IKED M� b +�+ � Zo1 KAGNOLA GRANOIft,,0Wp SAMUELLSOOMMERS O.C. ON CENTER PES 'j8 �I i s PINUS ELDARICA R < _ N ••• _ it 2 CI ;TALIAN STONE PINE „:' • ..., ` v (IIID. RED11006 PP 4 s' , '' PINUS P I NEA '� '�` �` � ��"+�• S.L.A. SELECTED BY L.A. PA•_ 7 $ 1 PLQTAMUS ACERIFOLIA .�LOODGOO4 L-ONDON PLANE TREE I �' SL I-�- _ SPEC. SPECIMEN KL_ -3 ZS AWA LA•NGEA APRW-APl`.fU- WROiVU BY THE dTY INSPENR 8f� `♦ - �- —. " SPREADiNG 12 3 o I � o C#tjAp ISD PIUJ 1 1 /. / pow 7-4 `- , , `- dpi elee0e, uj ."' o' 1 1' .�:; ! 1 �1 \ ` 11/♦ �� -1 -y �� / ; J�1/� V�\/ ♦ T _ '� \ \ r �` I !M '-/7 , ' —.•—....:•---+ y_'714�7�. ... — \// \ / 1 1 /,, /_1 `il` i 1. �./ — — , / tj r: p/ . I •: . ,. .•.•--...,_.•• ,,, .u-_,,,. ,,, . '1 ,- - .\ , 1, ', /_ r-,�- .\ - - `� , _ r i , ♦ / a s„ v ...,..-.. , r rr -O nw • •ir � t I •,gyp �3„ .. / � „ _'� 4. r ... o „ Lu ♦ '^ , • ... w• f -- — `H . e _ .. � w► . „:,. ..._.... .."""+-+•«,.,, ..,: ..,.`•'-rte ,:,. : . � , LILT *,` , ', - RL . - 2 h Y' x, .r b J' r 1' . A yM.I:, f ✓ X11 � 1. r•+ N' . t f 3 L�► , O DRAW '. -•� � y ru40 I /,y. -- Lu p • .._::., 1 :. ter: : :: :: -I ... :--. _ .. ;..- _.... ::. •'�"P :. : , , N n 1 i 1 0P 1 y D � FA vs / - / 3 3 ; 1 _ �+► r \ y ; I. � r M yy '4 7 3 r 1 ' GG r' KEY MAP "Oe .,. �r r 1 7 i'« Q , -Te \ } �o1L IS4 R T" Y' • W L� no '•2'11 :� -.. 5 s 1,/.�♦! _ _ __ —1--- ''�" ..w ^^^'«.. I / by ` \- �-I 11..'.,1 :# O , oil CIA MIA 4 \ .. .. .. ox Of CAI I •• ..per`, r •s, •- "''" �` REVISIONS APPROVED FOR clTr usE ONLY I ...._-- "TIAL DATE DATE DESCRIPTION STREET \ ET < J��. •.�. { f ATER/SEWE y _ r ~ .. .,. •,. .°Y"~ � TRA FIC A!1 GROUND COVER LEGEND V FINAL CHECK R/W AS CONST. ' - • ' THESE PLANS WERE PREPARED BY: FOR PRIVATE USE HYD ROSEEOEO TURF SEE NOTES THIS SHEET u. '� : + , •,. IIiT1AL DATE • _ � �` Lawn Ccs Lan `.,•, z taularlrAloWsn/r..l.� DRAWN CHECKED _.. NAME DATE 1 LICENSE NUMBER FEE `_�;/�/•;�•�-1� VINCA MAJOR AT 18" O.C. • 1 CITY OF RANCHO CUCAMONGA xb MOW �TKIP I r rrr``/`•1 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ^ "' GAUINIA CLUI�ING MNITE MITSUWA BY PRQAECT RA'T'E TERRA VISTA FLATS AT 8. O.C. TRIANGLAR SPACING. , -� MWKEN PARK SHEET TITLE TREE GROUND COVER PLAN ?� A VIED APPROVED E lliTr R S MANAGER DATE /D-/7_90 � CITY ENGINEER 27 34 00ATE + q DING OFFICIAL SHEET OF /4/00 -4. . • 30'-ID,� DAT�I � GTr PLANNER DRAWING NO. PROJECT SHEET NO. ,2,AOE -2-9 oil WIN i sms FOR #%LL FINISH GRADE REQUIREMENTS i SEE PRECISE GRADING PLANS PREPARED BY QTY PACING BOTANICAL NAME COMMON NAME , . ` _ 660O0•• '��►� ' r . ♦ • •.. • +s • SE f25®a a •• t 645 N. MOUNTAIN ROME in ii • -294S OUGIVILL DIEGO EDDIEGO PTY 104 ITTOSPOU TO IRA IE T I IOSO CITY PLANNER P 17 ' I O O U TOBIRA ' H L I' L DWARF I 7 PHI LI INDICA 'SPRINGTIME' I I THO VT 1VIBURNUMI US L I U O - xC ,.3 YLO ETU L L TAIL 4 PLANTINGui FOR POF LACEMENT LL BE : I • own a` s' / •', ^t• ',t • ,a ._ • •.a ,�` A1 6 0 1 w ;g) ui 14 of ADNMI Af% sm .tOEND NPL A NO a ml mi Nmu LE%xl ESP. ESLI mom ERED GAL. GALLON CONTAINER G.C. GROUND COVE T. HEIGHT A. LANDSCAPE ARCHITECT- Vi Jttt ppCE 4.a''1 I� • y ` ' w,� r/y/ o �, •,®••• f.2 a 't\..• ' Y y,• ® •rti R•.p'' { / ./Z9 ' " •as ., r 1'.®q®t`• '„ •,• ''. ' •"'' / I y f t o L.C. ..` .>i LANDSCAPE® a 4f CONTRACTOR C T O I MINIMUM M.T. LTI-TRUNKED 19-1 O.C. C TER I'k fkC D. REDWOOD S.L.A. SELECTED L• SPEC. SPECIMEN . SPREAD 53 /,/T PLA N71N^u KEY Ats ......... rf L, S PLANT LIST O LEGEND ui 4 SIZE OF PLANT MATERIle AL GALLON BOX SIZE ANTITY PLANT MATERIAL open Icy- AM K IT NN 1247 No 36637 KEY MAP a CA 00- 15 Rv l� Lai 00 1223 •0 OF 4 000 006.0 0000 1;?47 Y USE ONLY ' INITIAL T STREET AT V FINALTRAFFIC THESE PLANS WERE PREPARED BY. FOR PRIVATE USE 7 LAND CONCERR LTD. INITIAL DATE DRAWNE *eArcffi r, anta An4 CA 9= CHECKED NAME 5D4W Fax(714)752-2469 DATE r _ 1 I fMCOMMUNITY1CITY OF RANCHO CUCAMONGA PROJECTON MILLIKEN PARK SHEE TE PLEANTiNG, PLAN? ' ED ED Aw .1/417- lam E T , 1f Tl D ATE � OFFICIAL T oF ' 34 APPROVED jqloo_�l 'NOTE• 1. STAKE TREE PERPENDICULAR TO PREVAILING MIND. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PIOR TO PLANTING FOR OBSERVATION PURPOSES. .— IOP OF STAKES • NOTE: city of rancho cucamongs STANDARD 3• BER �M TO FORM-KPIE: _ IN TRUNK DRAWING sol WATERING BASIN GUYING OF MULTI-BRANCHED TREES IS LEFT _ (2) CINCH TIES SPACED 2{" APART FOR TO THE CONTRACTORS' DISCRETION DEPENDING t 1CITY STREET TREES OR TO (8') LODGE POLES ON BRANCH STRUCTURE AND MIND EXPOSURE. / A12" MAXIMUM �SG��Ns Y' DIA. LODGE POLE STAKES 8' LONG 1/2" DIA• GREEN GARDEN HOSE 'GROW-►OWER" PLANT TAIS R WITH MOOD PRESERVATIVE STAIN. -—APPROVED TREE STAKES (2) 'MANUFACTURER'S RECENDATIONS STAKE A MINIMUM OF 12" INTO PER SPECIFICATIONS 1/2 DIA. WHITE TE POLY TUBING OM - (NIDITURBED SOIL AND ALIGN STAKES RBOR GUARD IN TURF AREAS AND FRONT YARDS. / �• BACKFILL NII PER SPECIFICATIONS OUTSIDE RQOT BALL. 6" DIA. PVC PERFORATED PIPE - FILL WITH CaALVIN IZ ED TURNBUCKLE 1/2" WASHED CRUSHED AGGREGATE BASE FULL • • ---CONTAIMtR PLANT ROOT BALI LENGTH OF PIPE (LOCATE 18-FROM TRUNK) 10 GA. GALV I N I ZED GUY ,�,�.� 0_5 X1 PLANT ►I1 TO (2) TINES FHL WIRE 3 REQUIRED MO /�---+ FINISH GRADE » „ �► wIOTN OF TWE ROOT /ALL 112' IELOW THE BOTTOM OF TIE ROOT E BAIL DEEP ROOT OR EQUAL CONTROL PLAIITER 2 x u x 18" REDWOOD DEADMWN 29-18P WHERE REWIRED OR i / a EACH GUY WIRE NATIVE SOIL 22- t '•' s APPROVED EQUAL. ypRwJILR `�•�•� • ' ' —"GROW-POWER" PLANT TABS PER _ • o x MANUFACTURER'S RECOMENDATION =-,�1,� s z=a.LT I._ r = i ` �. t. UNTANGLE MATTED ROOif IT LOOSENING All MOOTS AT EDGE OF RpOT 1µl WITH WAFER cc 1. °O'— --,c.. III,==;Il li�i / • REFER TO TREE STAKING °""x •""0'°': • ., • FROM NOSE. 00 NOT CRACK ROOT IAII. W W "--BACKFILL MIX PER SPECIFICATIONS �+ I. All SWUNS/GWUNIO COMER TO BE PLANTED AT tOW SPACING (TRIANGULAR) UNLESS �" "� NATIVE SOIL illll DETAIL FOR PLANTING 1, OTNERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. :• �AC� •GROW•PMA* TABS IN PLAINT CONTAINER MIOR TO PLANTING FOR OBSERVATION ~ � � PIT-SPECIFICATIONS 1 SES PLANT PIT TO BE (2) TIMES THE H► ' VIDTH OF THE ROOT BALL AND 12" ..�� .6, BELOW THE BOTTOM OF THE ROOT BALL. GROUNDCOVERSprR Bip ANF V I N SPACiNu^ PLANTING DETAIL CITY TREE STAKING TREE GUYINGTREE PLACEMENT 2 a s 4� -® ELEVATION PLAN VIEW 1. WALL. 2. FINISH GRADE. S. EYEBOLTS: SECURE VINE TO WALL WITH 5/8' DIA. EYEBOLTS IN LEAD SHIELDS. d 4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE. 5. EYEBOLTS FOR FUTURE USE. ki. 6' x d' CONCRETE VINE COLLARS IN TURF AREAS ONLY. INSIDE W NADIUS OF COLLAR TO BE TWO.TIMES TNt DIAMETER OF ROOTMLL • MINIMUM. VINE ATTACHMENT w TO WALL LE � N I LL J v W c cr Lu • g&Mw LAS �o P� W mow` W LB;. 00 1293 ac 8�p n 4 OAT[ -. f A� or u►t� R E V I S 10 N S FOR CITY USE OPLY DATE DESCRIPTION APPFMED "TIAL DATE STREET WATER/SEIVEF GRD A DRAIN TRAFFIC PLANT TABLET SCHEDULE SOIL AMENDMENTS FINAL CHECK R/W /3wA-PO�Ew ruMnMc rwe NFif FOA cnllr ��- � FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENOMEMTS AS CONST. NOL"ntBrw �'� SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A 1 GALLON CONTAINEw 11ECEIVEl................................... 1•3 TA9lET! NINIIMII 6" DEPTH BY MEANS Of 4070AILLER OF EQUAL: THESE PLANS WERE PREPARED BY: FOR PRIVATE USE .............. 34 TABLE19 AMT./1000 SQUARE FEET 1 A�' t ! OALION CONIAINEII 11ECE11IE9....................: L.f1ivD�_�� , LTD INITIAL DATE !q�,/� � f Laodw*eArcW1ec&eftwxft DRAWN c 6 DE VEDYDSFROM REDWOOD STABILIZED ORFIR SAWDUST. Oft IM East� 9 GALLON CONTAINER 11ECE11IEi................................... 9.9 TAOIEt! DERIVED FROM SAWDUST. FIR SAWDUST, OR �� ��� CEDAR 2-SAWDUST2-12 NAME �� - 469 DATE ! GALLON CONTAINER RECEIVES................................... 9•N •A9lET! 1S IBS. 12-12.12 COMMERCIAL FERTILIZER LICENSE ER ME . 1. GALLON CONTAINER RECEIVE$.......................................19.11 TASLETs CI'T'Y OF RAN THE BAND SH MIX FOR USE AROUND THE SNOOT&ALLCLOW Of CONTAINER•GROINI RANCHO CUCAMONGA /f GALLON-CONTAINER 11ECE11IEi...................................I!-I9 TA9lET: TREES AND SHRUBS SIt011LD BE PREPARED AS F01101fS: 19- !1- OOH[ RECEIVE!...............................................11.19 TAOIE f 6 PARTS BY VOLUME ON-SITE SOLI COMMUNITY SERVICES DEPARTMENT.'PARKS DIVISION1 4 PARTS BY VOL IRIS NITROGEN STAB I L I I E D ORGANIC AMENDMENT PROJECT NAME RRA�i1"A 36- BOX RECEIVES...............................................19.1• TAOLETS 1 LB. 12-12-12 PER CU. YO. OF NIX 2 LBS. IRON SULFATE PER Cu. TO. of NIX MILLIREM PARK >19- OOi< RECEIVES................ . ./9.19 TAOLET! SHUT TITLE •••••••••••••••••••••••••••• • THE ABOVE MATERIALS SHOULD M TNOROUGHIr BLENDED PRIOR TO USE FOR. .!- BACKFILL .PURPOSES. PLANTING DETAILS OOIt �1ECE111Ei...............................................lf/-!! TAOIEi! F N- OOX 11ECE11IES...............................................!l-21 TAOICTi ' W WORK PERFORMED 1Y 3011 AND /CANT LABORATORY. INC.. SANTA ANA, ED APPROVED N' OOZE RECEIVE=................................................31.19 TA04ETS OFFICE (714) SWU33• LAB 09612S ON 3/27/97 FOR LEWIS NOTES, TERRA VISTA. O OMMl1NNTY S MANARiER DATE fQ-/ _ O PTY ENGNrEEFt LAAC3E11 f1IEi -« FOR EACH I/t" CALIPER USE: 9� TAOLETS • 1 EDV71, 'Q -'� SLEET � OF 34 it ATE ;OG OFFICIAL AP'PROVEO DRAWNti NO.,� O_� I DATE PLAINER PROJECT SHEET NO.o�k4OF o;9 M - - c PANEL A SCHEDULE. VOLTAGE/PtIASE 12o/2go-4- I!�- 3 W BUS SIZE MAIN SIZE I-tJG,S arlL�( _ MOUNTING ITEMcp A co .6L17 Mw Cm 30 eus eat Cw W Lis ITEM 00 Tl"IL aGHT f/XTuirz ,w/4c 0_ '.�AAW#y L 5 1 o — 1 t -7 /vow Ati J- 33 9�'3f C77/F) 2 e6 1j ILIT`( LtS 1 170 9 3 4 8 1 O "UIZITY L16, �J Eac 14T I t�G� 3�Iv � (0 Ip ,= - - — - - — � coN L (GI"¢-D) - b/,•"c. 'ro _ _ H,&ND DFLYEIz 00 — — - - — C{. _ � I s � Gx� P�MAI N- 6� 6 H,4 N v t I �Oo 17 e + I .49HTgoL _ Go - - 5�Ufz1T L5 & 2 9 10 SPS Q S� _- `IS CoNV.Ol1r1.ET5 D 3 4 4 11 lP -r; 5 P 13 14 L.� = 62 57 I 56 0 ' I W 1 - — 1• p�E Q � s - S 19 = Le4 PO (,uLu � 'J W '� I �- W 1� � ; PNAK TOTALS jW A I O N► �f B r�o7o W _ 54 ` s W LCL '91-60 W X 1 .25 % = W co_ OTHER LOAD = W 4 Io •� W ' TOTAL LO = I f R> 0> W 47 s _ At- f,---_ __ � L AD OR AMPS 9 �' I (V-oVIPE P 4 f1:9LE LES GoorF.::;,LLED 5y pHoTv DELL IaW k4P TIME SWtTcN " F': 3 2a— 1'�vVI l7E d 4 PpLe � L#-Y ( 16p�-E paLe) ��TF-OLL rz p 5Y rHojo cr-I-L I,oN'' aND Pt�oTo LOLL °oFF., �' PI�oTv- G1=�LL �pLL 5F, Madr4T�v oN ��T�I"I $u1LID1N(T f.::;49F FAG10� Niro, f?-EL.PYS ANP _ LLU TIME ,5I r-J'TeH o�,H ;0,-L.L_ 5I, I1,1S1-pLL.ED ItJ NEMS' I Mvu I�T9v pvJp4-6,r4T- 7%4"PP t4I- „�„ . MA- I,3 -2,4 (vii 10 1* 10(Gfia) -1 /�}G , � IWTERGEPT 1=XISTi" 3/4 G•O. STUB -OLJT I AND EX TE-EJ p 3/4-11c . TO NEIN WALKjgA LUM(N. J� AS I�D I GA.T-t--D PKoS/I D7= #Io 1 4- 1 410 CCO2D) FOR FULL L BJGTN OF CONDUIT RU" SROM TUWWE4_ 1=1 x TUKr- To WALKkAY Lu = --_-LUMIN,a,IR>E A?jD COWNE.,cT' A-5 RbQUIRED• 0 SCALE 1:30' _� ca d ! - 13 i UAuj 4 — ' n P/4\RT If \L_ L_ ECTR.I C/"�L J 17ff-: 111=elo'.00, LAJ i T L iTY co mFAI E . a 13 W h ? 3 :_ Fo1._f�R- : �rNErJ c�l._Ifo�N I� F--aItJ co. (S,c.E..Go � o Q O 5 #&TTN : M�• M1 Psc�-v Z �� �N O �� ' ~ _a 4 - PFIoN&: 714 - X47-8227 U. 3 N �y rlr < Q till TirL��I�ONE. �afz-,x�-L rELe-pHoNE. T tiT T T 3 20 W Es � � Pry�/1 DE AN 11 17 17 x 12" cONc�TE PULLreG`x 4.J ITN 7 •� GONCR.Ejt boL� vIVI.JN coVt�- MP1=►c D �' LT4' Pts'LvGIP�'�V A HE T � 4!Pl\1T�6 GDNG E E Ery- I O IDE 12" E O` EA �/EL ti� #TTN M(2-• P�-LN 5T>�L� _ R I � 7�• Ph- V p � 1= P SRP .�. I � '>, �� NONE: 714 - 4, �� DGNEP•TN PUld. e�ox. a P STtJa - 99 UT P• I"G.O3 , ' -O I, 5E oND 5IL 1 DG WAL. AND G/`P / s O WITH GfPLV#NILED STET 41c-p, I a`Mu► l'MID �R C4NT11�IJAT10�1. 4 2- # 10 ( IO ( � - 3 "c.. _ M- �� � O � i4 �N PGT L,r. . TP pLFL _L.L � >�T GK��N�'� 0 O 3 7* 10 4 # v (6rP - y/ ',G. J70 0r a1 3 - 441 • of G °C uc no Im O u�h �' '25 0 INTG�carT' CKISTIIJGf '�/4„G.O, �LJ6- oLJT PND 1�7<TGf�fD ��r►rc 'tea c . o N t Lj �p L K I�1p L U P I N � �� I N o 1 C� Ir- P . RWRR%099E9 d T �4- 4 G� ♦�� f ,1 I I i ELECTRICAL ENGINEERS•LIGWING CONSULTANTS � Q ® P¢v V I E !o to I�►► I v (GrDi rv� 1- Gr, - re Go IJ vpU I r f=d N ff Fto M TU N W E L r-I X tUPZt:S (5E 1= 54 E E"1"-w SD)TO 3'm�p ' Costa .Camb��9:soi�`.�m-mmm ���f or U►l O NIGLJ L.JPLJ�I�Jt LUM I NAIf� f ND GON NEG P'� lJI 5 ` O EX I IPT I N6r 3/4'' 4,-,O. h;Td I3- (:::P11 T. i - MEt � I IcaTk FEDEsr�l. "r'0 (1 cx�►- 17�/'t 10V- 14', 31.1) . (Poo © PR��✓iDE MYE # ME.L,D-1 F_�jC L01NI RE , KE-FEP- TD S40cq LE J►J5� . �� D1Adc-iR H DI:TAJL 2 SHEET33 R�Iz ELEGT1z1C,&L 65XIPME1r, • P�zDVIDE /t 211C O 0 S•C E . Co- 'T-- -'IIi,lATIOIJ LocATION•VERiFY O XACT L C=CAT I OW A00 'C1EiZM I LIAT I O� IZEG2 LI I Mt`tJ't5 W I'T}•I 5C •E G0�'+ CITY M44i1' F'KIOR TO EID • DESCRIPTION OF REVISION DATE APPROVED '�� ,, IO lo�lo � I �,IO�t►JD� -3/4-IAC, s CITY OF RANCHO CUCAMONGA Q Pt�o�1t I ►� 31�1.,� -I WV-3� F147dfzr, ,dT ISI-6FMA OUT I� TERRA VISTA SCALE 1:30' Ixx I" Pec AN nib oo� � W 1 � 11=+ T�t�. � �6a I�.D• TYflC,Al, ct-- b Q � $ - EAST AY CAMIONECT l,ocd•Tlor{sy. ti HT1 PLAN 0 It 10 (�) IIS V4I'(. U N LEWIS HOMES APPROVED BY: DATE. /v-il-90 Dy, CITY ENGINEER RC.E NO._3L4_Y_ � f�L �" � DESIGN -� �-• RECOMMENDED P PT I�•I ��.� G'T �. I G� L S I TE �'L_�N , =30'-0 �J T LSD �� LTD fRw,c (%-'1/17% LXWSWArvffitectuneft mkg 16 DRAWN .r -�I 1750 East&-m Avenue SHEET r. ...J Santa Ana CA 92M 34. (Iia)2504M Fad(714)752-2466Lwl 30_of KEY MAP CHECKED t tiG NO RCE NO 00 -z__ �✓� DATE FILE NO PROJECT SHEET NO- .� sOF 2-9 �M i� i M0 i r _ NMI _ W Ll. 7s� , . Ud — --� _ N .� W Mai P.- E% •- P \ti Q r, ........... � � Lu Gy- 1 7 /253 e Lu N ,� > � Q \ti all 1-1,53 I 12 IZyI' co 7 PWoV I DE, P 2"G,o, o CT.T.E, TE -TIo �N lTION - 7 `25? � vE-W F,( Ex�T Loc,P ic>N 7 . Q WITH cT,T I✓- PFL I o R. r 3 Z 3 r f�51 Ltd • I 2 / I ?52 w _ : D = PROVIDE To S,c"e, �, 13 - 10 r�R-MINPTIoN Lz;, TloN , VEFZIF�( � - 9-7-xA--T L-00" 1 oN `ND 7EFzr11 NPTIoN 1 t'l 2 aC Fz E6tU I F-I✓M EN T b L.l I TI n p V. 4 7 : k V 1 - I Zit a F 4 I KEY MAP � 7 . 2 4 1,741 Ur- No 1 n3 INWREPRO \ •• ELECTRICAL ENGINEERS LIGHTING CONSULTANTSjE G •. ISI KaMnus Drkv.K-1•Costa Mesa.CaWorrra 12624.711-SS7-9671 CAL 376D 7wMh Sheet RharsWe.Ca111.n•a 12W • 3114-M)LMW E I ...t.....1.... — 1247 c, i I � I I ♦ R E V I S 1 0 N S FOR CITY USE ONLY I 1296 DATE DESCRIPTION APPROVED INITIAL DATE /Y46 Z ' ' I + STREET ATER/SEWE 1 7 GRD i DRAM _ / TRAFFIC ,w, II ,, I FINAL CHECK SIV N � � \ � � itis R/W 2 AS CONST. P�VI0E PN II" x 17" x IZ" coNc.RETEpLIL.L 13677- WITH coNcIZeTE �bol�T' Q DOWN GOVGZ MpPK.ED_"� T ' (p��oGIAT EV GoNC-R.ETE0E9 17 Ro✓IUE IZ 5 + PM7Ii OF P� G{�P��L FAN EcTN PU L tt;?x r , P I THESE PLANS WERE PREPARED BY: FOR PRIVATE USE /10 11c. 'f T LAND CONCERN, L.TQ IITIAI DATE 3 I + 12- C 3 L. / Lanrlsrap&-ff iN�cru►e CHECKED 4�) ♦ a r , 1750 E 2 12 I DRAWN aZr701 hax 3 0 12. I I Z (qfLD) '7�'G' NAME 714 2469 DATE LICENSE NtkMMER FILE 3/4 4 / CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION tP PROSECT NATE ' fTERRAA IMMUNE 44" eo. oUr lzv►-1 r LLextJv � _ ITN STF-EL MILIN K O STU& 2" c.o, NPLI F$2oM PaNeL "A" p5 IN0160,Tcv PND c:•P I TN SHUT TITLE JSCALE 1":30' LIGHTING PLA ctrl.Vj►IJ 12 E� ST E.�-L. G�►P e N A VED APPROVED PART I sc��.� o /J � &W 3 R AL E L E C T R I Com,L S I T� � PLAW . a!4; DAT 0 COIMAUNIT SERVICES MANAMR DATE O-/ 1 I=��-ON � O � -9Q . CITY ENGINEER v APPROVED SHEET � � aF DATE �- OFFK�AL APPROVED DRAWNG NO. / of DATE CITY PLANNER ONE PROJECT SHEET NO. -:*OF a9 M • N oT�: PANEL " MA-, Imo'' SCHEDULE 11d?TE PEvE�Pi. SNJ•U-• �E �f 1N4�E INS VOL.TAOE/NASE IX4410- Ii-6-141JS SIZE MAIN SIZE LU512 0W d_ MOtMMM Pt-'M-42L. DI�,IM IN NGMt ENcL.O4LJ¢C • -oNTT� ITEM �A iw � >�Ut ' am MQt crI "EM %I I 7�0 _UNN�ISPPP�upL- PfloF- � C �T (MYEPrEp �RIr_f mss. 5so 3 4 4 74.oLl Nal.6& HIE fir, - 4Q!5 -K-E MPS N D I SGUN ISI E,GT r11ASE TOTAL! fr A I W �f 8 1760 W T �IoN LCL -90 SIV X 1 .25 X = 4� i� W VIge Leh � U co r4 geL IoN OTHER LOAD = W '� ° PSN i- H,���r>✓ I„ Ir IrA- TOTAL LOAD = _4� I W OR 11 , 2 AMPS �ar�Il�ol1.1<R I� a.�clll�( 5EG1: • F I N I h41 Gr�DE �rl PSLL GTRo 11 N D J•4 P P, h, S" t�l,dt'IETEIZ- >< 12" PANEL " M b" - SCHEDULE 6JELLGTSI H P G UtJD 2Alo - 3W I� AtPFREE LUG• OtJLY _ MOUNTM ~L, co vE� T P�ILI....J A`I' VOLTAGE pHA �' . BUS SIZE MAIN SIZE 17EM " iff tIw ort >Mqt ow ` sm ITEM p v Of CID, A I oT N T �,� a ' ► rte' 2fl1Ri T`r Lrs . �J2 0 ?�� �' _ Oo T�{. TF-0 GO r`K R-ETE ${ E Pt e ti-TRa.k-TU R-a- E t rlN EER s o �I b I C, t ,Ia ��►��r rs' 3 L 4 _'j, (L — i s lL 6 • O _ GG It S A� �or•IDt�Ir o�IL ( To h.G,�,l�. �p h/ M NIHdr1°ZSGH� MIASE TOTALS p( A I v W )98 lo2O W T�►''I I N� II I vr� LGLp I o Iv _ QED �•G.E Co• ;RE62UIF-F-I`-1eNT6 �oVIDE PD�iT�GNPL '�� LCL 2 W 5 9: W PGHIEVE -aYhTc-H NoT Ta Brr- ��pNGt� GI�GUIT GoNDIJ 1T�, LES SH#-N THER LOAD = W MINIMt1M 2}' e+�lowP�E � ° RTOTAL LOAD = ZSSo W OR AMPS USED N PANEL " I .14.1_ SCHEDULE VOITACE/M'NA o - 3L BUS SIZE Ioo Ar1PE� MAIN SIZE L�� OtJ Lt _ MOUNTM O DES• L. 17EM A in �N a1 >ticR �tJ! /10t aw rl�e Ll! ITEM F I Jt �kWrr LTS, X20 _ : 4 20 �iIRlr�' I.j�• U Q 1 I I� II MAI ��l�E Q __"IZIrY LT5. 3 I� 34 _7133 �'LKj�/`YLTS.z T R T NoI� 0 - co L moo - s 0. I !.o►J ,2 0 fav 7 r — • LL A Mom TOTAI•! ,WA W B 12- 8o W OMAxIMI)r� U LT I.IJ�R-�1'1• h1�PLL_ Igor �xc.�,�_v LCL 28,�o W 5 7: = 325 W I s}2,0� AP'1PE �-�h �E� Gi,G•E, moo. 4Yh T I✓M Cif-,:9U►J� MI NI HU("I iz 6 U I�1547 Ih THER LOAD = 0 2 2� oNr-Ih, coNT (W P�DI'( 1 L- TOTAL LOAD W OR 14, c, AMPS e.W-& JD (WITH 16' N DLJ l .E N S T S O FY-00'2E 4 Po LE SEI r`� GotJTFtOLLED air PI4oTo•GELL 1'd*" TIHE 66jiTu•1 'IoFF» ® I'izov I M 4 �vL E ELAS( co N T o IrI� D by P Nolo - GE L.L "oN " , �t-I ojo'G E L.L It of;F ". gELt-Yy f`ND -jl ME 6iJITGH (` adr�TEP IN 6 pA-fz, 'TE IED �M TP'IENT o� �Ehr�,FGT I � �ETE� �r7E�T'r►i_ . METS �Tlor•! . I JoI> Ot13 -t�-� . oREVISIONS FOR MYUSE ONLY `I DATE DESCRIPTION APPROVED NTIAL DATE 4 I"Ipl N �I��I�1 IJ Z'.li lir I�N STREET w I T H TYPE "pT" �1 I'TG H ,�,,1 D R�/�I� � WATER/SEVVEF M 1 TYPE II LN - R�'� FUSS GRD a DRAM ELECTRICAL ENGINEERS•LIGHTING CONSULTANTS TRAFFIC �I VE4 4 �U W �D(7, I L - I I I�T I V 1 �/�G I�N " 1 , 'I' ISI 0 TWe Drive. t :Costa Mesa.California 501 •7N-557-9671 FINAL C1EdC 376D 7welnn Street Rlverswe.Caatorrna 97501 714-787-1640 R/w AS CONST. 1 1 THESE PLANS-'LAND WERE PREPARED T BY: FOR PRIVATE USE 1 CONCII�, 1.1 Lt INITIAL DATE `v/ /Pdls�1 DRAwN CHECKED NAME IMEaSt MUM A� DATE LICENSE FLE �oVIDIG A �"G,o. To g,G•E, Go, UrJ DE�IZoU�Ir] Tom,N �T,o,,l ,T,oN CITY OF RANCHO CUCAMONGA �N r> GoN N EST PEIz PULL0,76CPa1�1 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION R-+�U I�•IEr1 E rJTs• uE F-I F`( PRo,IECT w►rE TERRA VISTA Ex�T L.o��'TI v N P N MILLIKEN PARK TEF-r-t I N J�►TIoN �aIJ I fzE HE OTS `P`�Ec�Rt�IA LA�,��,C� SWET unn E - �' IT H �•6. • �. P' o� To �'�� LIGHTING DETAILS & NOTES ,o �� M' SAsy SOF APPROVED LIC, NO 1283 c b_ ( , c /�C w.GC v►, �vv� �C'E 9117 9 DATE ~ DA OO�NT RVICES MANAGER DATE ,C-/ -9D Dy-CITY ENBA EER SHEET 322 of 34 a't /� • • �G p L Fi D lqT �Q .��� ASD ,�. oFFK�AL y- x I v�I L I J� F—A � E OF CA-01 ' VRNM c�ND.=T)" I G/�-lLIN E D ( /`�� r1 o IBJ E ll o DATE CITY A PROJECT SHEET NO.al7OF �9 M - GENERAL NOTES AND 6PECIFICATIONS -6Y"0>v L, I 4:��T 1. VERIFY EXISTING SITE CONDITIONS BEFORE SUBMITTING' BIO. SUBMITTAL OF BID SYM�soL pEs�p�• iPTidN INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE M PERFORMED. T tRLLJ�N MoI�N 1 EDI WEPTFI �QR�i��' �ND �VI�p HIGH PRESSURE SODIUM WALKWAY LUMINAIRE MOUNTED ON A 2. THESE PLANS ARE DIAGRAMMA?IC ONLY, FOLLOW AS CLOSELY AS POSSIBLE AND REFER METO-F- Al PULLOUT 4oMI&INATI,0 J 'vat=ETY 121 .-0" POWND SILFL- POLE. SEE DETAIL "1" THIS SHEET. soGKEr .-L-Er7 TO ARCHITECTURAL DRAWINGS FOR DETAILS. STRUCTURAL DETAILS. EXACT EQUIPMENT PSOX ItJ ITH 1=,*cT�Y I N STri AND OUTLET LOCATIONS. FUS13LE PULLoUT h . 1TcH TEST13- P� SHADED FIXTURE INDICATES FIXTURE CONNECTED TO NIGHT FtcIL.ITIE'S PES S. G,E, Go. fLEa2ljIfa_EMENT6. LIGHT CIRCUIT. 3. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. ®b PRECAST PLASTIC PULLBOX WITH GREEN PLASTIC COVER, SIZE 4. "L LOCATIONS OF EV RY OUT _ .T SHAt.t. B _ VEP F I D PR TnR TO R0�1GH-IN AS INDICATED. 5. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERIMANENTLY TAGGED IN COMPLIANCE ._a CONDUIT ONLY STUB-OUT, WITH STEEL CAP AND NYLON PULL WITH OSHA. _ _ ROPE. 5. �-l•.l 6. P.V.C. CONDUIT. WITH CODE SIZED GROUND. SHALL BE USED UNDERGROUND ONLY. IF CONDUIT RUN BELOW GRADE, 3/4" MINIMUM. INSTALL CONDUIT MINIMUM OF 36" BELOW GRADE. APPROVED BY LOCAL CODE. INSTALL PER LOCAL CODE REQUIREMENTS. CONDUIT M 4 L.G.i..., RISERS AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OR PVC COATING. IOOPS - - 3 812 - 3/4"C. --- - 4 812 - 3/4"C. 2P P�-rJeL. - SII - 5 812 - 3/4"C. 6 812 - 3/4"C. 7. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS. INSURANCE. EQUIPMENT. IootF �" (�INSTALLATION. CONSTRUCTION TOOLS. TRANSPORTATION. ETC. FOR A COMPLETE AND METER AND MAIN DISCONNECT, SEE SINGLE LINE DIAGRAM "2", � THIS SHEET. PROPERLY OPERATING ELECTRICAL SYSTEM. , 8. ALL MATERIALS SHALL BE NEW. AND OF THE SAME MANUFACTURER FOR EACH CLASS OP. o A PANELBOARD, FLUSH OR SURFACE MOUNT AS INDICATED ON E GROUP OF EQUIPMENT . MATERIALS SHALL BE LISTED AND APPROVED BY PANEL SCHEDULE, ADJACENT BALLOON INDICATES PANEL UNDERWRITER' S LABORATORIES. AND SHALL BEAR THE INSPECTION LABEL WHERE DESIGNATION AND SHEET NUMBER OF PANEL SCHEDULE. SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE aS�2 4 I0`8 Gr�-0-I ,�.''G. HOMERUN TO PANEL "A" FOR CIRCUITS 81 AND 83 WITH COMMON DIVISION OF INDUSTRIAL SAFETY # AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCO1tDANCE WITH I A-1.3 NEUTRAL. APPLICABLE STANDARDS ESTABLISHED BY A.N.S. I . . U.L. . N. £.M.A. AND N.B.F.U. . �2 --� PLAN NOTE CALLOUT. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. 2"G•o. To s,c.E, ca. TER-MINP IoN LocP I&7 9. ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. ALL VF -IFY EXALT' LG1C.PjION PNDTTEFLmINrTToN W.P. WEATHERPROOF I EXPOSED CONDUIT SHALL BE INTERMEDIATE METAL CONDUIT OR E.M.T. AND INSTALLED �-E�t11�-EP-1ENTh OrI �t76 hi'rE P�-IO�-- 'r0 �Ip. gfzp. GROUND CONDUCTORS PARALLEL TO OR AT RIGHT ANGLES WITH THE BUILDING WALLS. IF VIEWED BY THE I PUBLIC. PAINT TO MATCH SURFACE TO WHICH IT IS ATTACHED. G.O. CONDUIT ONLY 10. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STA-F, N G-L L-. L- ir�itittla 1D1 � eTFz1A t NQ G� •. JUNCTION BOX WALL MOUNTED SIZE AS RE UIRED +18" OR COUNTY, LOCAL CODES. O. S. H.A. AND THE PRESENTLY ADOPTED NATIONAL ELECTRICA-7 TML LIGHT FIXTURE (VOTE • 0-0ASNOTED. � � Q � CODE (N. E.C. ) . F'pliep v I ID F- I # II g-,Lj- 3 s}'' G, To /+ a/g" ,c 14' -O i45w " �Q 11 . THE COMP «E r ��rlaN) R-vD (S) IN*pTALLEv IN PN ag pIls_mE ,� 12" Iv LE ND INDICATES CONNECTION TO ELECTRICAL EQUIPMENT AS COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH T TT „ „ REQUIRED. y PRESENTLY ADOPTED EDITION OF THE N. E.C. . ART. 0250 . 7NZ- 1l4I X10- = I PL#_,6TIG HP4c2Ha✓l WITHejF-F-rN PL,PsjlG elpL GUM/N// O GtR.vuNO SH,#LL MINI MUP'1 25 OH Mh• PR•oVI E_ PAY TELEPHONE OUTLET WALL MOUNTED WITH R PLASTER NG I 12 . PENETRATIONS TO FIRE-RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING p, �jt Ivo, gZlq_�-�o Np6 /20-PGit-l�,aB /o p-Dv I r I oIJ rl. erFz aUN D RoO�� >+� IeAv ,d I�a To j&GH I Eve ' ~ PER UTILITY COMPANY REQUIREMENTS. REQUIRED BY LOCAL ENFORCING AGENCY. FLAME SEAL AS MANUFACTURED BY NEL To WArr rt/4;ly/1 �r�� s40/aM 1W Y e*R,ouND WITH Nor LES rHt{�1 IGI _pN i5ar waw G�r�ouND Imo. HIGH PRESSURE SODIUM PEDESTRIAN TUNNEL FIXTURE MOUNTED ELECTRIC (PH. NO. 213-445-1774 MR. HARRIS) OR EQUAL. //Yl��l A ^L«+r, �/+�� f/N/.0rY• 13. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS. UTILITY O F1J5eiI s_7N LL el-E GU ENT LIP11Tllcs TYI TO EXISTING OUTLET BOX. P�IANt1FPGTU�ED IbY p.S11SS FU��, -CHARGES AND PAY FOR SAME. COORDINATE AND PAY FOR -ALL TEMPORARY ELECTRICAL paLrIA No-ll -¢/O - 10AW SERVICE CHARGES WITH THE BUILDING DEPARTMENT, SERVING U'I`ILITY, AND OWNER. �" ?• /tLUM/NUM, /O' f//6H. GOPJDUI GONDUG p/yek ,eYto►Yz.� ,4sH. T -A-ND T� h I ZFh � fdph�p oN tJ otJ- I COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR TO O MI_T,&LLIG GoNDUIT P?vp GoPPE.�• t�NDUGrd{u WITH TYPE CONSTRUCTION. " THI,..lN " I�SIJLr7'101J . W 14 . COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE ( 1 ) YEAR AFTER DATE OF � p-L.� GoNDUG o 0 ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY O T R TEg-►`�LN�� 5Holl � �'�T ED 7y G. DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION. XT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. an 15 . CONDUCTORS SHALL BE CODE GRADE, 600 VOLT CLASS, COPPER, MARKED 24" ALONG * I K �� 'v C..,r L C� �Iv� ( •C '' ���E W IT' S LENGTH SHOWING MANUFACTURER' S NAME, MAXIMUM ALLOWABLE VOLTAGE AND . DELIVER THE WIRE TO THE SITE CONDUCTORS SHALL BE TYPE 'THWN" (WET) SIZE. z 0 , IN UNBROKEN PACKAGES.Ex IOJo W H 120 V - ---- WATT P'S a. 16. ALL CONDUIT ONLY (C.O. ) SHALL HAVE A 3/16" PULL WIRE OR ROPE. /�-LUMI NAIR�E M WG LIGfh�1'IrJC�- Z ~ � PLL�•� � �-T. No, Hes-Ioo-�� -120- nP�z- F�xy- VI 3 17 . USE ONLY COMPETENT AND SKILLED PERSONNEL AND PERFORM ALL WORK. INCLUDING > I ,�z.1f1'� -�- -,�� WITH TYPE DI�TFzIP llTloN . U.W AESTHETIC AS WELL AS ELECTRICAL AND MECHANICAL ASPECTS TO STANDARDS �•••"' Id,I I v CONSISTENT WITH THE BEST PRACTICES OF THE TRADE. � r W - --- 18. ALL ELECTRICAL SYSTEM CONDUCTORS SHALL BE INSTALLED IN APPROVED RACEWAYS. - 111' „ pl�r.iCT�.p� STp�f-Ic�-HT s SEL 19. NEW CIRCUIT BREAKERS IN EXISTING PANELBOARD SHALL CONFORM TO THE FOLLOWING: I zeofw LE. MillLIGrHT'INGr -W 4voO -12 FINISH ro .0 A) PROVIDE FULL-SIZE MOLDED CASE THERMAL MAGNETIC. AUTOMATIC TRIP. PLUG- -� � I� � MrTcN FIXTt�R-ch. IN/BOLT-ON TYPE, 1000 RIMS SYMMETRICAL AMPS, MINIMUM. WITH 75 DEGREES '.�T{ G.� IZ oC CELSIUS MINIMUM TERMINALS. MATCH EXISTING MANUFACTURER AND OPERATING r CHARACTERISTICS. _ TT - - �-- � V '_v" Hill �Hv�L PR•�"F hhlN 12 r a' T /'�4 P�,t� L,4b 20. PROVIDE ALL LAMPS. HANGERS. LENSES, ETC. . FOR A COMPLETE LIGHTING FIXTURE. ALL LAMPS SHALL BE GE, SYLVANIA OR PHILLIPS. SrAINLms STIE_F_L ef'►ND ofd � �- J �� OI 9 21. WHERE IT BECOMES NECESSARY TO GRILL INTO OR CUT THROUGH ANY EXISTING fbUSH E�ID � � LIC. N0. 12b3 FLOORS, WALLS OR CEILINGS TO PERMIT THE INSTALLATION OF ANY WORK UNDER THIS I=1NI�H cR-PDE CONTRACT. OR TO REPAIR ANY DEFECTS THAT MAY APPEAR TO THE EXPIRATION OF THE i N FLtNTEFL { O DATE WARRANTY, SUCH CUTTING AND PATCHING SHALL BE PERFORMED BY TRADESMEN 11 gpNpo Q ( ) 5/8" x Ig " fNGHo� L3vLTg LJ`��� EXPERIENCED IN THE WORD REQUIRED. CONTRACTOR SHALL PAY FOR ALL COSTS I PNP T W HAv1G5. ELECTRICAL ENGINEERS•LIGHTMVG CONSWANTS �- REQUIRED FOR CUTTING OR REPAIRING. ALL FINISHES SHALL MATCH EXISTING OR _ e ISIr�.„o,+ .�c-I.caw ,. c,w�w� �•.N-ss.�a�� >� NEW ADJACENT SURFACES. a (3 4 G oN GIz-T'E WALK-1�,�`r �»o iw.wn urm • okwo .caroti.um • �K-».wo l9jf OF CA1.�F��` 22. ALL BROCHURES, OPERATING MANUALS* CATALOGSo, SHOP DRAWINGS. ETC. SHALL BE 4 � % -2' FltJlsl� G��vE REV 1 S 1 O N S FOR arY USE ONLY TURNED OVER TO THE OWNER AT JOB COMPLETION. KEN OKAMOTO & ASSOCIATES, INC. SHEET '� - '� 2 STRUCTURAL ENGINEERS 0 0 8" _ ' • -' _ II; - 2t" UNVoI WAJ-V-WA � DATE DESCRIPTION APPROVED NITIAL DATE e-FL r STREET 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER. CONTROL WIRCS. CONDUITS AND B, 1 I=N ; �Iil ll� - 3Cv" UND UPLF TREET OUTLETS TO RENDER IRRIGATION EQUIPMENT OPERATIVE. REFER TO IRRIGATION ,� By NI DRAWINGS. FOR CONTROL SCHEMATICS. ll 164T p0 ( �i 2 I l -- - I - L N P GPf E � At DRAIN -�I TRAFFIC ( 4 s = a, �X G ____ G DU(�" FENAL crlEcrc 24. ALL SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND CITY la r RNA sUILDING OFFICIAL TEN (10) DAYS PRIOR TO BID. SUBMITTAL SHALL INCLUDE. BUT 1 � `� � / I' pr 3 r I -i�..•Lr �} AS CONST. NOT BE LIMITED TO, COS? SAVINGS. IF REQUESTED, ALL ITEMS WIRED FOR 120 VOLT I S =-fizXr4x1.3;<r=.� , - ���?�S -- Tom - - GPC L-1 OPERATION KITH PLUG. AT THE ENGINEERS ' OFFICE . WRITTEN REASON FOR e' IB'. �'c ' 50TTOM THESE PIANS WERE PREPARED Elf: FOR PwvATEUSE SUBSTITUTION AND A WRITTEN STATEMENT THAT IF THE SUBSTITUTION IS APPROVED• THERE WILL BE NO DELAY IN DELIVERY. CONSTRUCTION TIME OR COST TO OTHER 11� ^� + ��- °�xZs� t 79 x i2.��= �s� �-- 3 SIDES I �'LAND a)l', , LTD IINI DATE TRADES SEE' NOTE X27 _. _ • POl,p •• . Sty IBX 2S= �X /o 5`} - CONCf -ETE Fvl1tJD�r10N 'YT LarxlSr*eMchilecture/Plwmiq DRAWN MiN1MUM 2.l pis c& rr�oE�ra e CHECKED ►14' ►550 I " �,c� 25. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL MAJOR PIECES OF EQUIPMENT. f , }�- IS 28 �'°((� NAME 714 _24" DATE PLATES SHALL BE 3 PLY. BLACK FACE. WHITE CORE WITH 1/4' HIGH CONDENSED .P,�, GOTHIC LETTERING. SCREW-ON ATTACHMENT ONLY L�ENSENBER FILENO CEMENT. ' - CD2. O p CITY OF RANCHO CUCAMONGA 28. PROVIDE THE OWNER MITE ONE (1) SET OF COMPLETE ELECTRICAL HYLAR 'AS-80ILTS' 1 I� ��-II'� CV � �0�� I PwrIE ,�.ND FINISr�I P�nIT HE IN�p� G� U o s�' � v��� COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION AT THE COMPLETION OF THE JOB. SHCUINIG ACTUAL DEPTHS AND LOCATIONS. O T OF TN I -E P T THEevE. 27. WHETHER OR NOT THE ARCHITECT APPROVES A PROPOSED 808STITUTIONIPRO&CT NAME TERRA VISTA lo��st= k2= �.o�• h,c 2O 1/2" DItMF-j'E t- I.� ea p HoL.e,. MILLIKEN PARK . THE I CONTRACTOR SHALL PROMPTLYs, UPON WRITTEN RECEIPT -OF THE ARCHI:'ECTS BILLING. Tr -y lA�'1� X �� p O3 cll`F Jd - H=rte- PaLI_ 15 ItJ� rL,Lh.D �D PUjMIeD. �L0 O p sa`IEET TunE REIMBURSE HIM AT HIS PUBLISHED HOURLY RATES FOR HIS TINE AND HIS T � T f r Ipr'I CONSULTANTS' TINS FOR ALL TINE SPENT IN EVALUATION OF THE PROPOSED 2, AWAY FSM PoLe. LIGHTING DETAILS & HUFF TOSS?ITO?ION. c�= i = 1. D Ib =I�Sa I�4_ g,.qob I OLS (6 o ae I1�5 ?`L. ED E jilt _iJ,,& Ih ep, �Lacj�. o A vED APPROVEDIL 4 x pox 1-S / 4 FI,P T T r Y Po R- , 14 Dia FILL IN PND FlNIhH roG� l..�pt .lr-Y pFTef�- Po - D 28. WHERE A CONFLICT OCCURS DE' SSN THIS SPECIFICATION AND ANOTHER ELECTRICAL SPECIFICA?ION ISSUED AS A PART OF T8&S3 DOCUNZNTS. l� ' A-ND pLLMl�p.ObR0IRiMEMT SHALLPREVAIL. ROVIDi Gr�COMMNTY VICES MANAGER D/ATE �9yw0 by C�TP,YEfE ,1 Ig t THR MORE STRINGENTF_ i / - -- ----- - APPROVED SHEET 3 3 34 R!� LLjMlN AIS PE7-o--I l._ �Pu� oRlw ono. xw Y PL PROJECT SHEET NO. ;Nc9- OF o2e? Q , v M CONCRETE 10 4CONCRETE FINISHES E. Plant List - Is indicated on drawings. See Sheet 22 to 25 14•PLANTING VINES, SHRIJBs3,AND GROUND COVERS 1. Fertilization - Fertilize three (3) weeks after planting with S 1. SCOPE Flat surfaces shall be screeded to the required levels and slopes and A. Wines and shrubs shall be planted in pits at least 18" greater pounds 16-6-8 per 1,000 sq. ft.; fertilize thereafter every then any excess water and laitance removed. Concrete shall be F. toes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall have been grown in diamter than their ball of earth and at least 12" below the thirty (30) days. Furnish and install all concrete work complete as indicated on the Compacted with a grid tamper and then floated to a true level surface in containers for at least one (1) year, but not over two years. bottom of the ball. Compacted soil at bottom of pit shall be D within the tolerance of 1/8" along a 10" straight edge. loosened and the pit filled with "prepared soil" to the bottom C. Disease and Pest Control - For control of slugs and snails, drawings and specified including: of the ball. When the plant has been properly set, the pit appy pelletized trice cium arsinate 5% by weight and G. ubstitutions - Substitutions for the indicated plant materials shall be filled to the required rade with "prepared soil" and metaldehyde 5% by weight as per manufacturer's recommendations A. Furnish and set all reinforcin steel, bolts, and anchors. Ste plans for concrete finish in landscape areas. will De permitted provided the substitute materials are approved q d D D 9 thoroughly settled by tamping and watering. All vines shall be two (1) weeks after installation. � 1 1 EXPANSION JOINTS in advance by the L.A. and the substitutions are made at no removed from Stakes, untied, and securely fastened in an 8. Install all items required by other trades which are to be cast into • additional cost to the City.. Except for authorized variations, approved manner to the wall, fence, or other surface next to For control of cutworms and other soil insects, apply Metro concrete. all substitute plant materials shall conform to the which the are brand soil drin as per manufacturer's recommendations two (2) Placement of expansion joints shall be as directed and determined by Y planted layouts of slab markings noted "E.J." on drawings. Expansion joint requirements of these specifications. If the accepted substitue weeks after installation. This product contains Dieldrin, C. Concrete mow strips, footings for wells, fencing, benches, etc., materials are of a less value than those indicated or specified, B. Prepare a depressed water basin as wide as plant balls at each lindane and Phosphorothioate. where applicable. material shall De Quick Joint, or approved equal, Or as noted in the Contract price will be adjusted in accordance with the plant. Water thoroughly, backfilling any voids with additional Plans. provisions of the contract. prepared planting mix. Exterminate gv,hers and moles and repair damage. IL GENERAL 12, PROTECTIONpD M. Plants Not Approved - Plants nota roved are to be removed from C. Ground Covers 0. Pruning - All shrubs and trees shall be pinch pruned as All finished concrete work shall be barricaded to pedestrian traffic All requirements of subsection 3.31 standard specifications for s to immediately and replaced with suitable plants. The L.A. necessary to encourage new growth and to eliminate rank sucher Public Works construction, shall apply except as specified herein. for three (3) days. Barricades shall be placed immediately after and/or City reserves the right to reject entire lots of plants resented b defective samples. (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be re Concrete finishing. Contractor shell furnish, place, and remove all D y p cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of 'a• MATERIALS of his own barricades. Contractor shall be responsible for any �• FERTILLZERB AND 8011. CONDITIONERS plants shall be planted in dry soil. the city maintenance inspector. A. Portland cement shall Conform to ASTM-0150, Type I or Type I1. damage to new construction and replacement-or repair of the work shall be made without added cost to the Cit (2) Set plants in center of pits so that crown of plant will be E. Weeding - All planting areas including lawn, groundcover and City. Samples of all :oil amnendments. sod and plants shall be submitted for level with finish grade after settling of soil, then ih�reas shall be kept weed-free at all times. Weeds shall 1. Concrete aggregate shall conform to ASTM-C33. inspection and stored one the site until furnishing materials of is backfill and crater. be dug out by the roots and disposed of off site. 13, •PATCHING completed. Delivery may begin upon approval of samples or as directed by ' C. Mater shall De clean, free from strong acids, alkali, oil or organic L.A. and the City. (3) • Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the Contracot matter. If patching is necessary and permissible, a bonding agent such as 4" but not more than 6" in length. shall fertilize per 126 - Lawn Maintenance and 127 Groundcovers Meld-Crete, or equal, shall be used. A. Organic fertilizer shall be processed sewage sludge with a and Shrub Area Maintenance of these specifications. "Plastiment" or approved equal, applied in strict accordance with "Nitrohumus". Method of processing shall not destroy normal D. Admixture for all formed concrete shall be SIKH Chemical Corp's minimum content of lY nitrogen and 2Y Pho:ohorit Acid similar to 1 6 TREES AND VINES OCCURNG N LAWNS 1 4. CONCRETE CURBS • • bacterial content. EQ• GUARANTEE AND REPLACMENTS manufacturer's directions. Trees and vines occurring in lawn ihail De planted before final Construct concrete curbs at locations shown on Plans as detailed, preparation of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as E. Reinforcement: reinforci steel ASTM-A15 and ASTM-A305. B. Nitrogen stabilized sawdust shall be bulk, with the following ng 9 9 to growth and health fora period of one year after Wirefabric: ASTM-11185. true to line and grade, as app��ved by the local County or City. Use natural grey Portland cement concrc*e, 2500 psi compressive strength. nitrogen content based on dry weight: IS, CARE OF PLANTS BEFORE AND DURING PLANTING. completion of the specified maintenance period, and/or final Locate expansion joints as detailed o, shown, and as directed, at acceptance by the city. All trees up to 20" Dox size shall be F. forms 0.55 for Redwood Sawdust Lumber shall De "construction grade" douglas fir. intervals not to exceed fifteen feet (15'). Finish with steel Plants shall not De allowed to dry out before or while being planted. guaranteed by Contractor to live and grow in an acceptable trowel, then brush with bristle brush parallel to face or edge. 0.7% for fir Sawdust Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of one year after completion (2) Plywood used for forming shall be at least 5/8" thick, and edge 1.0% for Bark or Pine Bark or mixture sealed. all times during planting operations. Do not expose roots to the air of the specified maintenance period, and/or final acceptance by 15. CLEAN-UP Salinity - The saturation extract conductivity shall not exceed except while being placed in the ground. Wilted plants, whether to place the city. Trees in 20" boxes or larger, and all field grown G. Expansion joint filler shall conform with ASTM-01751 (premolded). 3.5 millimhos / cm at 25C. or nut, will not be accepted and shall be replaced at the Contractor's specimens shall beguaranteed by Contractor to liveandgrow in Upon completion of all concrete work and before final acceptance, expense. an acceptable upright position for a rind of one 1) year Contractor shall remove all tools, surplus materials, apparatus, after completion of the specified maintenance period, and/or 4. CONCRETE debris, etc., from the site and the site shall be left in a clean, 17,WATERING BASINS City acceptace. neat condition acceptable to City. Commercial fertilizer shall be delivered in sacks with manufacturer's A. alit label showing weight and analysis attached to each sack. A. Construct a firmly compacted mound of soil around each tree and B. All plants that show signs of failing growth at any time during (1) Contractor assumes responsibility for the design mix andB. STAKING MATERIALS plant to form a watering basin at the edge of and following the the life of the Contract, includir., the maintenance period or guarantees the specified ultimate strength as indicated or oe t.�1w, , �+ s�1w' shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for 9 Pe g LANDSCAPE Vv1'STRWTM r from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and specified herein. A. Tree staking shall be as per detail. See Sheet 26' ' (2) Concrete, minimum 28-day ultimate strength shall be 2500 psi. 1• SCOPE at least 4" high. Mounds for all other trees, vines or plants F size at the expense of the Contractor. (3) Ready-mixed concrete shall conform to ASTM-C94. B. Ties for holding trees shall be as per detail.See Sheet 26 not otherwise specified shall be at e least be high. Excavated The work of this section includes all labor, materials and equipment earth, if capable of retaining water, may De used. Any C. Contractor shall, within 5 days notice by the city remove and required to complete the work indicated on drawings. The work shall be settlement within the basins retaining water shall 'be refilled replace all guaranteed plant materials which for any reason fail 1. Proaortions and Consistency P 9 i Q GRADING AND SOIL PREPARATION to the required grade with prep red soil, and additional to meet the requirements of the guarantee. Replacement shall be performed in accordance with the best standards of practice relating to nitrogen stablilized sawdust worked into the surface as required made with plant material as indicated or specified for the (1) The proportions of aggregate to cement shall provide a dense the various trades and under the continuous supervision of a -competent A. Contractor is to finish grade to within 1/10th of a foot or 1" to restore the mulched condition. original planting, and all such replacement materials shall be mixture which will readily work into all corners of the forms foreman, capable of interpreting the drawings and these specifications. below paving where paving exists. guaranteed as specified for the original guaranteed materials. and around all reinforcements without any segregation of the The work included in this section is as follows: I. Moisture Content - The soils shall not be worked when the moisture content is so great that excessibe compaction will 1. in the end of the 180 day maintenance period all watering basins : CLEAN-UP materials, cause excess free water to collect on the surface or finish grading for planting, soil preparation. fertilization, planting, 9 in lawn areas shall be leveled to finish grade and the area cause excessible bleeding of the forms. • including lawn, mainten8nce, inspection and certifications, guarantees, occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. (2) The recommended practices of the American Concrete Institute Clean-up, staking, guying, and espaliering , miscellaneous allowances. or that clods will not break readily. Water shall be applied if Upon completion of the work in this section, Contractor shall remove all shall be followed in all sof the Am procedures. The maximum necessary to provide ideal moisture content for tilling and for 1 e• WATERING rubbish, trash and dentis resulting flan the operations; remove disused slump shall followed in three ice inches for footings. slabs planting. equipment and implements of service; leave entire area,involred in a neat slump and mass concrete five (i inches for foundation walls. Z, APPROVALS A. Immediately after planting, water shall be applied to each tree and acceptable condition such as to meet the approval of the city. C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate C. Control A. All sprinkler work shall be inspected and approved prior to start of a manner as to anticipate the finish grading. Excess soils stream in the planting holes until the material about the roots any work. shall be removed or redistributed before application of is completely saturated from the bottom of the hole to the top fertilizer and mulch. Where soil is to be replaced by plants of the ground. The contrete quality; proportions, consistency, etc., is subject to and mulch, allowance shall be made so that when finish grading approval of City and no changes shall be made without the City's B. Prior es excavation for planting or placing of stakes, locate all has begun, there shall be no deficient in the specified depth N written approval. utilities, electric cables, conduits, sprinkler lines, heads, valves, 9 y � D S. Plants which cannot De watered efficiently with the existing and valve control wires, and all utility lines so that proper of mulched planting beds. water system shall be watered by means of a hose. UJ precautions may be taken not to damage such improvements. In the 6. FORMWORK event of a conflict between such lines and plant locations, promptly D. Weeding - Before and during preliminary and finish grading, all C. Apply water in sufficient quantities, and as often as seasonal e either metal or wood. forms that notify the City Inspector who shall arrange for relocation for one weeds and grasses shall De dug out by the roots and disposed of conditions require, to keep the ground wet at all times, well A. Forms for concrete work shall b are warped or that do not have a smooth straight wooer edge shall not or the other. Failure to follow this procedure places upon Off site (except those weed3 and grasses not of the perennial below"the root system of grass and planting. Care is to be type, less than 2-1/2" high and not bearing seeds, which may ed taken in watering slopes so as not to cause erosion damage. be used. Forms shall be set with the upper edge of the board true to Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from work hereunder. turned under). Oats more than 2-1/2" high and not bearing seeds aeres line and grade and shall be staked rigidly in place with stakes set may be turned under. Perennial weeds and grasses to be removed 0. Following the planting of ground cover plants furnished in not more than four feet (4') apart so as to remain immovable include, but are not limited to, the following: flats, each plant shall be immediately and thoroughly watered by t- throughout the construction. All forms shall be approved by City means of a hose with a sloe-running stream of water. within a tolerance df one percent (1%). All materials shall be 3,DUAN-111 S AND TYPES Nut Grass Puncture Wine Dallas Grass Mustard Plant accurately and separately weighted and mixing shall continue until Alfalfa Johnson Grass Mire Weed Morning Glory 1 0.TREE STAKING i r \ the distribution of material is uniform and the mass of concrete is Plant materials shall be furnished in the quantities and/or spacing as St. Augustine Grass homogeneous. shown or noted for each location and shall be of the species, kinds, 9 Stake all non-guyed trees at time of planting by placing stake to the n N sizes, etc.. as symbolized and/or described in the "Plant Material prepared hole and driving it 18" into solid ground. Plant the tree as '`� B. Two and one-half (2 1/2) gallons of water per cubic yard, shall be Legend", as indicated on the drawings. The L.A. has prepared this l;st E. All planting areas shall be scarified to a depth of 12 inches Close to the stake as possible without crowding the roots. Fasten the ¢ 3 withheld from the mix at the lent and all or c yard, may De added Le as a convenience to Contractor and assumes no responsibility for its below grade with the spacing of the ripper teeth no greater than tree to the upper'end of stake in at least three places using X-It tree 2 p p y y • 12 inches on center prior to placing conditioner and braces. to the mix at the job site as directed by the Inspector. The accuracy. The Landscape Contractor is to verify all sizes and fertilizers. All rock and debris more than 2" in diamter shall WLfJ V Concrete shall be mixed at least 5 minutes after such water is added qurntitiPs. be removed from the site. Zai $ and not less than 3 minutes of this time shall be immediately prior All trellises and stakes are to be removed from plants and the plants � I v to the discharge of the batch. Total mixing time after adding 4•VERIFICATION OF DIMENSIONS AND CUANTITIES F. Trenches - If sprinkler system is installed after grading and W ` ; original water shall be at least 15 minutes. shall be fastened and trained against fences or walls as directed by the Dimensions ire approximate. Before proceeding with any work, Contractor erg tSlizing is completed, the upper portion of the backfill City. C. Concrete which is not placed within 90�minutes after the introduction shall verify all dimensions and quantities and shall immediately inform shall eq refilled and fertilized to the depth specified for the of cement and water, and concrete which has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or tr9r required, to conform to the specifications. :1•CER'T1FICATEB after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area i 1• FINISH GRADING So CONVEYING AND PLACING wIn addition to any other certificates specified, Contractor shall furnish here there is such a discrepancy until approval for same has been given • CO by L.A. and city. a certificate with each delivery of bulk material, stating the source, When preliminary grading, including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the A. Before pouring, all forms shall De thoroughly cleaned and made tight. complete and the soil has dried sufficiently to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer, the The bottom of trenches shall De wet down before aurin footle s; 6v INSPECTION lawn and planting areas shall De graded to the elevations indicated on certificate shall also state the volume, net weight, percent of Nitrogen pouring g the drawings. Grades not otherwise indicated shall be uniform levels or earth shall not be muddy at the time of po�(ring. Concrete shall not A. All inspections shall be made by L.A. and city. Contractor shall slopes between poi where elevations are given. Minor adjustments of and percent of Phosphoric acid. For each fertilizer and soil i De placed until reinforcements, rough hardwble, and forms are request inspection at least two (2) days in advance of the time D D 9 furnseds conditioner, in containers, a similar certificate of invoice shall be approved by City Inspection is required. finish grades shall be made at the direction of the city, if required. furnished stating total quantities by weight and volume for each material. These certificates shall be submitted to the L.A. and city will be required for the following parts of the work: B. inspection k: Finish grade shall be a smooth, even and uniform plane without abrupt prlpr to the start of the maintenance period. 1 1. Before depositing new concrete against old concrete. all .laitance change of surface. Soil areas adjacent to buildings to allow a natural shall be removed, and the surfaces roughened to expose the embeddedrun-off of water, and surface drainage shall be directed as indicated on 224PROTECTION aggregate. The surfaces shall then be covered with cement grout, (1) During finish grading and soil preparation. the drawings by remodeling surfaces to facilitate the natural "run-off" Contractor shall carefully and continuously protect all areas included in using the specified mix with 1/2 of the course aggregate omitted, (2) Plants, at time of delivery to Site and prior to planting: of water. Low spots and pockets shall be one inch below grade of the Contract, including plant materials, fences, supports, etc., until 1-1/2" thick, adjacent pavment of any kind. Grading shall be done when soil is at final acceptance of the work by the L.A., and city. (3) When vines, shrubs, and trees are spotted for planting, but optimum moisture content for working. C. Conveying and placing of concrete shall be done so as to prevent separation of ingredients, and in no case shall the free fall exceed planting holes are not excavated. 23o MANNTAINCE 6 feet. Tremies shall be used as required. Surfaces of concrete (4) Specimen trees at source, before delivery. shall be kept reasonably level, with a minimum- amount of concrete 12METHOD OF PLANTING AND WORK PROCEDURE A. adequate a shall maintain a sufficient number of men and • adequate equipment to perform the work herein specified. Plan being allowed to flow after being placed. Placing shall be performed as a continuous operation until each section is completed. (5) Lawn areas prior to planting. maintenance work shall consist of applying water, weeding.trees,Pe p amp A. No planting shall be done until all Operations in conjunction caring for plants, including groundcovers, shrubs and trees, 0. Concrete shall De spaded and vibrated with mechanical vibrators to (6) Planting areas prior to planting. with the installation of the sprinkler system have been edging, aerating, and mowing of lawns, fertilizing and control completed, final grades have been established, the planting areas of pests and diseases. a maximum subsidence, without separation of ingredients. The moving (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the of concrete by vibration well not be permitted. calendar day maintenance period ("Final Inspection"). work approved by the city. 8. Damage to any planted area Shall be repaired immediately.Depr • . 71 GROUT (8) At completion of 180 calendar day maintenance period ("Final 8. The relative position of all trees and plants is subject to with topsoil, caused ed vehicles or foot traffic shall be filled approval D the Cit and shall. if necessary, be relocated as with topsoil, leveled, and replanted. Exterminate gophers and A. Grout shall be composed of one part Portland Cement and two parts of Maintenance Inspection"). Y Y moles, and repair damage. R E V I S I O N S FOR CITY USE ONLY fine a re ate b volume. Materials shall be mixed dr (9) Inspection and waterdirected as part of the Contract. added g just ht.sufficient to make the mixture flow under its own wet reports shall be made for each inspection by the C. The entire project shall be maintained fora period of 180 days DATE DESCRIPTION APPROVED INITIALDATE 9 L.A. and one copy shall be submitted to city and Contractor. C. All plants shall be removed from thier container and set so Commencing from the time all items of work have been complete to that, when settled, they Dear the same relation to the required the satisfaction of L.A. and city. B. For dry tamp cement grout, a minimum of water shall be added to the STREET grade that they bore to the natural grade before being ATER/SE mix so that when wet sample is squeezed hard in the hand, surface 8 CERTIFICATION transplanted. Each plant shall be planted in the center of the D. The project shall be cared for in a neat, clean condition at all GRD t DRAIN moisture, but no free water, shall appear on the Sample. Do not mix • pit and backfilled unless otherwise specified, with the prepared times to the satisfaction of city and L.A. more than can be used Th 30 minutes. soil. No soil in muddy condition shall be used for backfilling. TRAFFIC to job acceptance, written certifications shall be submitted to the No filling will be permitted around trunks or stems. All broken a. 24,LAWN MAI TAR CE FINAL CH CURING AND PROTECTION city for the following: or frayed roots shall be properly cut off. A. Quantity and Quality of Commercial Fertilizer and Organic A. Watering - Water every day once per day for two weeks and S A. All exposed surfaces of concrete shall be protected from damage due Fertilizer. 0. L.A. and/or city shall supervise the placing and planting of allCST to temperature, elements, and construction operations. plants. per week. gradually resh,,I frequency of watering to three times D per week. Contractor Shelli continue to maintain the lawn until- II. Quantity and Quality of all Soil Amendments called for by Plans final acceptance by the L.A. and city. 1. Curing and Specifications. E. In the event that underground construction work or obstructions THESE PLANS WERE PREPARED 8Y• FOR PRIVATE USE are encountered in the planting operation, alternate locations B. Fertilizing - Apply 16-6-8 at the rate of 5 pounds per 1,000 LAND ..�i premature drying and freshly placed concrete shall be protected for Plant material will be selected by L.A. and city Alternate square feet three weeks after installation and water immediately ` NTIAL DATE (1) All exposed surfaces of concrete shall Dt protected from 7•MATERIALS locations will be ddne at no extra cost to the City thereafter. DRAWIN against wash by rain. All concrete shall be kept wet for p Plant materials indicated on drawings and herein speciftied shall conform VW EastDcere AHeim period of-ten days after placing. 1n order that curing water to the following: 1$.PLANTING OF TREE8 C. Diseases Pest Control - Two weeks after installatin of lawn. NAME Ana,CA S DATE may reach both surfaces of walls, the forms shall be loosened and water shall be poured over the tops of the walls and allowed A. Position plants in locations indicated on drawings and secure apply- afar mercurial fungicide of 1.8t mercurous chloride to run down between the concrete and the forms. A. Nomenclature - Plant names indicated on the drawings conform the as per manufacturer's recommendation. LICENSE ER FIE ST Landar�Tant Names" established by the American Joint approval before excavating pits. making necessary adjustments as (2) All liquid curing compounds shall be used in accordance with the Committee on Horticulture. Except for names covered therein. the indicated. D. Mowing - The lawn shall be mowed at a height of 1-1/2" with a CITY OF RANCHO C U CAM O N GA rotary mower, equipped with rollers, before it reaches 2" in established custom of the nursery is followed. . manufacturers recommendations and shall not be used on surfaces B. All pits for trees shall De dug square with bottoms level. the height. Collect grass clipping during mowing operations and receivingconcrete hardener. length of sides and depth equal to two times the diameter of the remove from the site. COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION t. Condition - Plants shall De symmetrical, typical for variety `� �-� tree ball. Compacted soils at sides and bottoms shall be PRO•ECTHARIE T�RRA -s�TA 0• DEFECTIVE CONCRETE and species, sound, healthy, vigorous, free from plant disease, ' A. Concrete which is not in accordance with these specifications, out of insect pests, or their eggs, and shall have healthy, normal root loosened by scarifying or other approved method. Pits shall be After each cutting, the edge of the grass shall be trimmed to a backfilled with "prepared soil" to the required grade, and the neat and uniform line. The lawn edges shall be maintained line, level, or plumb; showing structural cracks, rock pockets, systems. well-filling their containers, but not to the point of " 9 M I L LI K E N PARK balance of the pit filled with prepared soil' , thoroughly meati at all times. voids, spalls, honeycombing, exposed reinforcing or other damaged being root bound. Plants shall not be pruned AT ANYTIME. and in settled by water application. y PRIM [ _ surfaces shall be considered as defective. no case shall trees be topped. �` � SHEET TRLE C. Dimensions - The height and spread of all plant material shall C. Set plants in center of pit, an a vertical position, so that : So GROUNDCOVERS AND SHRUB AREA MAINTANCE O � M' S4 SPECIFICATIONS I. All fins and irregularities shall be removed from exposed concrete be measured with branches in their normal position, and shall be crown of ball will be level with finish grade ♦rter allowing for A. Watering - new planting shall be watered once per day for twu , surfaces while the concrete is still green. Where patching is as indicated on the drawings. The caliper of all trees shall be watering and settling and shat Dear the same relationship to weeks after installation. Reduce watering to every other H �p required, all loose and unfirm concrete sZ7 hall be removed prior to measured 4'-0" above the surface of the ground. Where caliper the finish grade that it did to the soil surface in the day for the next two (2) weeks. Water thereafter three (3) A APPROVED patching. Minor rock pockets end honeycombing shall be patched with of other dimensions of any plant materials are omitted for the container. times per week until final acceptance. - 1 dry pack concrete. "Plant Legend", it shall be understood that these plant - �¢� materials shall be normal stock for type listed. D. Prepare depressed water basin as wide as plant balls at each � Its plant. Water thoroughly. backfilling any voids with additional DA RXICESMANARfR DATE /0 -/9- 0 Py.CITY EIKi/EEN D. Inspection - All plant materials must have been previously prepared planting mix. - 341 , inspected at the nursery by the County Horticultural Department, �� l DATE � OFFICIAL SHEET �� �,/ and shall be subject to the inspection and approval of the L.A. and City y�� Of CIL APPROVED - / T 0 0 - before planting. GRAWM NO•A* DATE 1 cJ' - • PROJECT SHEET No,,A<? OF A9