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HomeMy WebLinkAbout1400-L 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- V 1 STEP fTG. /7vw/v � BENCH MARK : ro A4Ur"eVr �-rG- / (rr"rJ SEE veTA/L ''c-(rYo.) 44 ' '04® 24"O.G. HGK/Z. /G EX/5T. W/NG WALL f NOTE ^��'• I r \ o A,�►'JACCN7" .� - �,t. TI,:) 5 WALL S,yALL I-ALL C+ELOW i CLR. - - - � > !V � \ � 24"GAP SPL/GE • � / I / „A" /G I � 3 /�/A HOLE vim' - -- — - — 4'OC, MAX '.P5" 5A� J GoNTA/N ,BOCK • � I �' I �L WRAP�'e/O /N F/LrE�C FA,9R/G E,o6E O�EX/5T I v 'C i > CONSTRUCTION NOTES rJ,ea/N I � v �Tr, i V) � D E T A I L B � //vSTALL 25x" sQUA/ce/v ��e-cAsr corv�cere /0 �25x2. E rA/�O�Sf�T. /CO�C7. /J!'V�a• NO. W lG CONST a.Gw.Au_ RETAINING WALL SCHEDULE "A4 KEY A" M H "',BAR'S P> "BdRS v BAR'S I - - 722 A,aUT-MCNr/07r? C4611 A5 R,64-7;P. 4EX/sr 5'-5"rO 7,4„ ¢, o„ ;, o„ 5�' B„ A`5@/� sae/2„ - y / NO 2424 BODY / // WT -PER 12•-6060 -2424 109 FRAME (OPTIONAL) 33 DETAIL A (TYPICAL FOR BOTH EAST AND WEST ENTRANCES) z3" 23 �4 /r 8 /74YL/6Hr- WEEP/1al.ES 01A" 8 P!?EC/5/ON94Xle/ 0 - � �p® 3 3 RES FRAME • {7 2vy�GC�/ I 24" X 24"CATCH BASIN :1111 X�G1�lA! WITH 5 WALLS a CATCH BASIN DETAIL SECTION A-A oAy Garr ++ v © RErA/N/MG WALL 60p"L A'0i5 � V l• 6/e0Ur W,4 1, .SAG/O. GEMf./VT f" As>'M C-/so,1P4!¢r /lOVaVO r ,/ V GEA�N7, 21b 3/94RJ5 LOiR�.f�/v0, 2i9'►� GoA�A64'rE6r4TE5• R f•/ �!� ,Y '�A.e A v vwn-Iroyr /.7�IYL/GHr NO 2424 CAST IRON Q./eE12y1tWG/1V6: fs = 20,000 05/, ASr'M A 6/5 6e, 40• PARKWAY GRATE , © wr-- lio• •- 3. m4soNRr F'm /,500 8/ , n=25.8 s //=7bPS/ , GRADE \'/• x,a LJ Wr ON/75 PER ASTM G 90 Pv =/9.4 P5/ , A8 =2-0 P5/ /6 Brox a ; �� ' `\. 2i��� 2•_p" 4� 4. c4r4VTE. f'G 2,000 AW Ar 06 OAY5• GEMENT /rf A.S�M 3iy E7 -i I•��O 8 + 8 - � �O-4 iMA� © \ � �\� \% C-/So. 5• rKG0AMOU S014 P1QE56URE /ENO LATERAL RE5/Sj,WGE /'LAR TA,94E 29•B of•41SG rVvO ALt/AGE/YT PROPERrr 2F,v.• �GALVANlZEI� • �- 6 -,oR 41-46 8,f4 PRA//0 � LIC r 3i� SRoOGESRAT47 P^100e6411" uNted er i G41.Fr/%e 2/#442 ri, cyeas ea goctt. DE7f!/L G 7, P�/,e Aw711✓G +W1*r1"r1j1M4, 6(,Y01.5r411W.0 EW1j GRATE DETAIL 8• UM 6MVXAR, fREE q4A/N/N6,ACM'-,FVW6I(/E SECTION B-B jZ"ro//�" � %"x%2"�aYSLrcFiEr� ,00rroM oP,eX/�r, vp1�ESS� 5pL/o or4GY/12 rNYr�oL GAU-,C/NG I r— GONG �X. GULI/E�cT 1LTQa�,Y(�,. - " .'!' �� 's D r! ( WALL L " "ANO RE . WALL 6ENE 5 FOR Ofz MU/PT�I/e -IL Z_ 4 CaYG WAI-I< r r, r- /t DEORE A/►'/►G C.6TA! F r RAL /WrE )a © IR•No•/5526 • (e-e6 96) f7tA-�l a . . _ e •. r o- ��j.=�L=17 /t'6 V/8�6L.L�"e`5 /`1�C4'�? 3=/I�. Ib 5•J/M/!x. / /"' 4_9 O-//- +, • O G rHL/S ' 3'-O" _ " II a �` �' ® �� /+s 5/ronvN oN �Gr/o/C5 "�19" � "�'�Cf;' /o- o ^ � SCr— PT : Cl % cf RE `s S i . - � - %2" PQ,E�ORME� ✓ OAtE ACPROvE",-, CA//LK JO//Vr W/ 4 r� ,-c/��WS/ON,/D/rvT PocrsUc�ieo r11rwz �x/ST- GSL; CITY of RANCHO CUCAMONGA S,eALANr. U5E 4V/42 w/NG WALL w P,WEAXe_e TA/"E AT f3AcAr SL/KPACE al I lonvrI r EJvim, br J.-'�="-- EAST GREENWAY PARK ,SIS --_ 1 • DETAIL C DETAIL D DETAIL E J -J MILLIKEN AVE. PED. UNDERCROSSING WEST GREENWAY PARK - T DETAIL SHEET APPROVED BY , ATE ; ` RCE No ?2397 No'ricE �� _ � _ . . Q�oF�ss,�y CITY ENGINEER �{�D raN 4, CONTRACTOR SHALL VERIFY ALL w 5 +S <'' D E S I G N MADOLE AND ASSOCIATES,INC. R E CC M M E NDE D oll �, 4o dr CONDITIONS AND DIMENSIONS OF THE INLAND EMPIRE P. 4r=E F�lF DoE z AND SHALL REPORT ALL DIS- 1� �, �- , �/,7 L � CONSULTING MIG NG c2 ENGINEER �qA w NO. 1 a ,.,,m — - - AND LAND PLANNING ac � 3 f 73 t CRI;I ANCIES TO THE E:N(;I NEER l�- PRIOR TO TIIE COMMENCEMENT DRAWN 106WChurch Street,Suite 107 SHEET } RANCHO CUCAMONGA,CA 91730 �l C/YIOF WORK. MA•G. PHONE(7u)901-1311 2 OF — * CAv4QCREC KED _ - RCE No DRAWING NO. G/TY TE 1 FILE No 114 �Ci -L- 01Pv✓QC7_ sHffr neo. 014�' r ,vWG.OA re! 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 u ,�-EE ,SyEET 3 G�3, Ti's. TL J\J r, r R. r J\J J, J �� Ab, /5526 GRAOING/cZAA5 FQRAO 264 I G OF-91GN � C l ��i I � I /NF014 tkf4 iON. 4 C /2 ) / ¢. < < / ) 63.7 26 - — -_ 3 � . � /263,9 C/263.8 �� �'- - �` -� `-`� :`� ' 'n 4 �. �.I� ► a a ��II Al / 30 fes' / +� w r (03) ---------- - 2.. 2.7 41 /�' moo' 7' 7' 40' LF En�ov '� tl ^---------- ---__ 1 '8 �� 3 1 \ --- - _ `� G:\: ^n�� `. I � �ovi+�,v� -,h SPE/NFCOrtiC. BOX w I` '. +- — '� _ u\ o �.,�n o._,_ - �, N S�o, i\ G.NO/�.�U cn 0 o I\ N SS Tri �+ J -ter f'E.P Ow ��oo ��N1 - ��.,� ��------------------------- CONSTRUCTION NOTES \ �I� y �' _• �, �" \ - � / Q 10 //Y'VrALL :04 3QGlA/CE� PiP�-CAST GO,SGRETE CQTGH -7— \� �\ i ti \ _ a i ti A=4 S/N /4w,eiQ 0/RO47 S S loi?4>2. L7W& /VO. 2414 - r, I /NSTALL /0 " . Q /'� O Z-04.4:7 ,o<=iC /"L A/V. CCW5r R6,W1V11V6 WALL PLR OEM/L GYV S�/T• Mo,2. CONST PRIIIA45/2Er�VN/N6 X441- <�`GT701V5 'G-G _E N�1���'� y �. "F-f">P 1 , f E rR No /5526 ,006 I'L4M - -- UD 4,4A/7&: -6 Pf,R G/rY O! • /16 • /400 -L Sf/TS. 26 of -94 Me,6,5. -- lis N --- _– 0r /8 - y « , d /5526 �&F67- y Asselc M•/1b. J9926 w65r 6/eFELN /'�+RK OV u ' MARX su 6"'oe 8"wlcs a F- 6" or 811 im zp A"/n//•QCs/ -=1/� `� `► �O \ I Iir�.giGL L VAR/E5 I Z.IA41r 4k, NIN. I aim fy P/t0 i` � , `\\\ \J �• J � /YD�b RE/r rr'� C�, �wL/� —13 I . OAyGA;#rG/WET, �� �-\ --------f—�G!) \ \ Iry � I � r, F' E.�'�� '� I tiIAX. �. . �• �- 3�/ EX/5 g �a.c• wA L.rt A/.6. Zz:7, /f /',4 M/N. 004,c W60&& -�� � f � G3� 0 �rlvw cc EE SHEET 10 . 3 so r / " . S �ssJl � � SEDT/ON E-E SECTION A - A n ,y cam$ .a "E r 7 . SEE EAST GREENWAY CORRIDOR GRADING PLAN �'G •�'2GrE '- � - ' _ .671 / \ 7 7/5. -y-'� N / 6 wS G � 4QQROf ESSrp, �"/``' ' 4PAW NfW Lo7 ONE'S LOl/VC/NABZ05 Ro67iyn//NG AVOW'S f-� ' �.r..- V�rrjvy\, , �qYL/GHT1l A ��`/G J \ i 4 `;'!`:7l� l4�ii's1-�t,'„ 3 TR• /✓O �552G.ffOCEOSE(�A✓s G-G" "EE" Extt "Q PS6N/5110 s�pE s /'! -3„/ M/+X. s:/ 4�7Y� ✓�fibWN o/Y.s&Gr/4f�^� A DESCRIPTION OF REVISION DATE APPROVED.. 6 9'P aft Woe / J r� c/s✓a+�61roG�s Z--/ roVA*rU0-1r CITY OF RANCHO CUCAMONGA A'd WEST GREENWAY PARI{ 3 Q�Of ESSIp Quo r,' TO* ��, EAST GREENWAY CORRIDOR - PHASE I HASH Z - 73 r� y�`�' PHASE I ',•; E*�3 _'i *.� C► '� Imo m UGHGRADVIN"rG PLAN 56MON ,� —F ~ ` of cAvE°4 APPROVED BY: �. DATE. -Z ` CITY ENGINEER R.C.E. NO. 22397 BENCHMARK : DESIGN __MADOLE AND ASSOCIATES,INC. RECOMMENDED OF THE INLAND EMPIRE V. 40e.” r-P- BENCH MARK NO. 96-B L CONSULTING CIVB.ENGINEERING C ' A. l! •.j e AT THE NWC OF HAVEN AVE. 6 AM LAND PNNG 19TH ST. , 44' FT. W. � HAVEN DRAWN 106MChurch Stnet,Suft.to7 SHEET L t 83 FT. N. it 19TH ST. , SET M, G RANCHO Ct1CAUONG6 A.GA 917M 4 OF PHONE(7U)946 1311 DRIVE PIN w/C.S. TAG IN TOP CHECKED DRAWING NO. 41%-D.% A AT THE E. END OF A HEAD WALL R.0 E. NO 14614 FOR 3-24" CMP--ELEV. 1430.686 G/TY E FILE N012( ,` R,,'r0 JEGT- 5H�� 7_ MO. O� /VWG. /a4 re V S � � CONSTRUCTION NOTES BENCH MARK: BENCH MARK NO. 96-B c^ a-- GV/Y377 -0r0rV 4/QA11V A—omgaLe A '/��i4 G/rY 3rp 19THST ATTHE NW44F CFHAVEN AVE. & "J & 83 FT. N. ¢` 19TH ST. , SET !0 lAvrALL. 24" PRE-GA sr CA my DRIVE PIN w/C.S . TAG IN TOP 5//V "CR P.SRAOkS 1`A' 0,C. , ?W9 NO. 2'4?4 - S6251 AT THE E. END OF A HEAD WALL I2 I.2ErAll- o/V iol-Ir 2 FOR 3-24" CMP--ELEV. 1430. 686 !1 llwrALZ- G. ,A- 0- 22-50 l6 Gavvr C&r411V11V0 INgLL /"LR / PerA/L .A " SHT- 2 I I � � I • 1 i ��ruRE EXrEAA \ 1 I \ "vK Pr. NO. , 298 / coo 3 nv `°� .v o �. / ��' '�e¢•.3o4�ryH, `p \ � � e � fll � ��'n - h H N N H h tp I tl 1 1 I Y �1 * N e9'4G''J�o - 85.Gtr �lo Z ^ o V, l�, c�`� �) /SS 5 lull f• '9 o �' h (� o, G s Q = V Z O � �' h7^� a t•`�• y;�b 1�� ` O :/ ' �� ?`3 %-oL• 0 v \ ml y3q ZFG 16 y. 5' /o yti o° �:/ s Sf� 00. 4 (> 77 w Q \ - - y3. TY ,yylg _ ,� � s !0 5• � � roti �� _ ,-� sz R `� o]� � w r.a 5 - ��-•-'. o --- s sr \ \ / �l IAo q � � s�� 90 tl - 0 I � 3--� � ni '� _ w \ y 0 a� �s.� 149 h 3 OLU cr N V�' 2 /• /- ' y ' 0 55.0 •W. �,i '� W cn S \ rYR �y G y�FA � M�' a X/9r. / x O C o �� ti F6• �. ssc --� - °}4 O �'° ••�t � � � � !6 "' ,�. ���' �s• 3�G � PCiK/OWcri. O. /Qq � �' 1 � ,•� a• ml�; • ,��!T� M y3. 6' rY. �;,I / 2 G� , 0.0 LIP D1�. �'9 k a '►P 4 N. 40'4/'4/"E• - '/--- --- - -- 4�111 / 17 � /"Z /VWO.' /Vo. /3077 C7 /�reA/N SEE SHEET 2 FOR SECTIONS AND DETAILS /257 / -� l PA'Ojv M.H. CURVE DATA / d R L T DESCRIPTION of REVISION PATE �PPROVE-�' 001 /30.00 25.27 12-07 CITY of RANCHO CUCAMONGA o-a3' z3" 294aov 20.00 /o.00 EAST GREENWAY PARK 3z MILLIKEN AVE. PED, UNDERCROSSING WEST GREENWAY PARK ROUGH GRADING FLAN APPROVED BY DATE ? / ; �„ CITY ENGINEER //� !`�`" �-�` RCE. Noib! �c pFESS/r� MADO -AND. +ATEA,INC. Q '�4 DESIGN RECOMMENDED OF THE INLAND EMPIRE -D. q r- " IL - CONSULTING CIVIL ENGINEERING 040 ��1� 4 AND LAND PLANNING I-mss NQ. 1491 r" 1/ DRAWN: 10601 Church Street,Suit.107 SHEET 75. i•M. RANCHO CUCAMONGA.CA 91730 C * * PHONE(714)946-1311 O F V X14 clv1 ����4 CMECKED RCE• No /`1B/¢ DRAWING NO. 0r C4 \i carr TE D FILE No•14l- —L /26-772-s pi�v✓SGT eHee7 ND. Of- ; 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 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 --- - I1 �I 11 "I -- I" --1 ­ ­_ 11" ,- I 1. I I ,I I 11 I I I . 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S . RESAWN v��*TEQ o � 18 R . RISER n 10 MSKETWL COUNT POST. HOOP AM SACKS" - PATTERSON ,!r �r i- 1 R. O . S . ROUGH SAWN WILLIAMS IIS)S-1)-4131. AVAILAKE TNW-V- M CAS. NEC. (114) Q �,(� \ "� ..�� I 01°1 RWD . REDWOOD 9»-4MI' •�' SHT . SHEET / 0101 S . L . SCORE LINE �r SQ . SQUARE S4S SURFACED FOUR SIDES ' U Z STD. STANDARD POST WITH CEMENT FOOTING SEE DETAIL R SHEET 11 - obT . F . TOP OF FOOTING T .M . TOP OF WAIL PEDESTRIAN LIGHT- �� D CONCRETE d - • TYP . TYPICAL T . TREAD SEE LIGHTING PLAN SHEET 13oji C �gr��ll�14 �61.1i.� 1 MUW-Sikh JWROUGHT OLEGEND, AND NOTES SHEET 1171 3� ��— � r .t �,ONCRE '"c D M . M .M . WOYENWIREMESH � J I d PENNY (NAIL SIZE ) TR. 14368 NL kf G Wvv t A W M`tl#) �P11G 10 1414 � 1:Itopqoy C410 '.04 FOR ALL FINISH GRADE REOUIREMENTS PAVING NOTES SEE PRECISE GRADING PLANS PREPAREDBY MADOIR 4 ASSOCIATES © MIN. 4' THICK CONCRETE SIOELU4C WITH MEDIUM BROOM FINISH. Q / COLOR 'RIVERSIDE BUFF' OC-28 INTERGRAL MIX COLOR AVAI A4lE r\ 1552b © 444 N. MOUNTAIN AYE• ♦ 105 FROM L.M. SCOFIELD COMPAAY (211) 723-528S SEE DETAIL , I� S ALE 1 ":30'-0" UPLAND CA 946-2949 SHEET I!I l to INSTALL '6-16- 6-6 E.W.W.M. AT MID-MPTN IN CONCRETE SLABS AT �-� D CONCRETE MSKETBALL COURT AMD PICNIC SLABS. /� ��2�J �L� �� lZ0 f- ` 1 I M � Q BASKETBALL COURT PAYING MAIERFAI. ROY4 BLUE I8t ,SUMMER RED 098, p�v'6I.1- I'�r1-� I I-� o - R I P T R . 132733 ADOBE TAM 073. AVAILABLE FROM KOCH MATERIAIS CO. 14929 SLOYER, FONTAIU. (714) 829-0605. 4 4' 1110E TYPICAL CW.sbfT(*Pt STRIP. SEE DETAIL #D -SHEET 1 `` -- _ ••. D CONCRETE SO It WIDE TYPICAL CONCRETE MOM-STRIP. SEE DETAIL IE .SHEET 11 _ g EDGE OF 0 I � MOW-STR ; c - MIN 14' DEEP. FINISH SURFACE 2' BELOW CONCRETE sAIIo rur A01EJ1© SIDEWALK OR MOW-STRIP. 016 SI[ICA SAID. AVAILABLE FROM P.W. 61 l t 1 B RAN(Y C 0. (213) 340-3x30 \ 1 = Q MAM01 W LOGOAJIO STRI►P t N6 ►E R CITY S T ANt1AROS. PAINT AND MOW 6TRIP Loco TO BE BLUE IMMOI W RAW PER PILAR AND PER CITY REQ • �Ok�, 9a All S I OE WAL KS E.J. IO -0' D.C. IMI. SM �*NqkA wI - - M MI 11bak DJQ�VPa~.!. Gds T-- L> -RETAINING WALL - �� Eo ,FOR WALK LAYOUT n `V '0 V, J (u SEE SHEET f 1 /�i�/ s • � � !11 � EXISTING FANCE WITH 6„x6„ � M Tc— MOW STRIP AT TRACT 0 13213. 0 N �S E SSS �o 6 > R 0%I . uoj NOO kp fop •of / S ' % �, ' ' � � r>l' � . 1 .3 0 _ CO�C��'T V GUTTA pf//�/L urs X51 4 - I' >z 15526 l ' 37 `i-o-17 GQ'�A'��-UT�A�I�� ��- -rano 6� j DESCRIPTION OF REVISION DATE CITY A►P RJ�'tE D CITY OF RANCHO MONGA lop CW*VA� ¢"_-,i0 Ftp'sTv � -¢''D G. � K�'( � TERRA VISTA *T SCALE 1":30'-0" . • -• $ EAST GI EEN1 AY PARK CC)NKPECTION y = �� �'-o” Dom• _•�.... � l,, r �, CONSTRUCTION PLAN I� LEWIS HOMES �_, • '��. rr��, I�f. APPROVED BY DATE . � �.r-F � bf � 20� CITY ENGINEER R.C.E. N0. 0 ^ ' f C4R6a,1735 f�,4•i DESIGN RECOMMENDE0 A� �� � -,, ee�- /,_n '' 7—�� - ��t/ and Concern, Ltd 1750 EAST DEERE AVENUE ��/ (�'C1 / L v�// `� Gi i / /�ti_/ C:CiTL� II "SG c{, ) DRAWN S►i E E T f SANTA ANA CA 92705 �_oP ( � l/ F`� (714)250-4822 CHECKED DRAWING NO RCE NO ((arQfjF r-��� �cGTI T!5 2,060 5 –_t5-2- -< XL— DA'E FILE NO � PROJECT SHEET NO. 'q OF 29 man C011110 Kqjtm� ION NOTSMOI N FOUNTAIN; HAWS-MODELD AVAI LET H� 'SPECIFICATION SALES', PH. (213},7.24-1120. ��,;, K� O Is, - YL TIL ET r1; FOR �1pL.t.E�RAS L 0i /p 10 BASKETBALL COMIT POST, HOOP AND BACKBOARD - PATTERSON �� , SYMBOL t�llANTITY S. PICNIC TABLES - DURA ART PRODUCTS, MODEL 7PT60 (714} 350 WILLIAMS /1S3S-13-8131. 'AVAILABLE T . REC. (114) PROVIDE LA STEELCRAFT-BIKE RACK BR-702.WITH BLUE POWDER COAT... -9000 E TAIL ® T 11 • WFF $A C.OL.OU639-4091. r ` ,3 1. d d, AVAILABLE THROUGH HAN80N ASSOCIATES, INC: (714)2501616.CONCRETE S - IRON MOUNTAIN , MODEL I 20OX ROTATINGIll, ' AVAILABLE T PE PRODUCTS (714} 6-4 5. SEE TAIL . 6' LO WOOD BENCH WITH BACKREST - Y LANDSCAPE STRUCTURES e _ I MOW-STRIP T F1 . 0 MODEL 2-0623. 6'-0" LONG DIFIED WITH THREE RAIL .BACK C) AVAILABLE THROUGH SON ASSOCIATES, INC. (•114) 258-1616. 7 T Y P E WILLIAMS L / / AVAILABLE T e E_ H 04 , CALIFORNIA REC. (71 4) 639-4091. '''7 T PT T.. PRODUCTS L 1' G3 LOW PROFILET WITH T LINEA. BOLT RECEPTACLETO CONCRETE IST L LEY L • T F SPECIFICATIONS. EF .. SLAB P : DETAIL B, •SH T ' • (.714) 350- AND LOlt TO TAIL . T:017 . ST AVAILABLE f PATTER ` STI L ILLI L 2214"- ET EL 361-10 (714) 752- .•;a:l��R LEGEND AND NOTES SHEET i a® IGHT- 6204. SEE LIGHTING PLAN SHEET #so'I'l I ME I 1.3 o ..! Ike � M,� �, aW T j _ i.•..�:.' ..e......�.: :• ui COB ES ONE ®° ®••®cr) •®•.• •• • ...� .o • /2S _ aa••oa••••••.•a ®®•••®®�®�•*••last"r►®•®®• Ak o >: :,• f /t / Mai M>L p 1-1; �v #am Lu 'AEETa Malik Tf%HLI in RON S f• i::• 4�'. i� ® Y 4 A' A• ••d• aM •e' I 1671 tw J v i •t•Mai am= V Now 40 �` • •8 01 SAND LLEYBA COURT 1. ! '+t nq ,d+• 4 CRETE C� 1 1�' , g2 � • `� •, g s. • • d 0 -STRIPpw •• 2 � :: - i ,j,� I 1 t �• r'1 ley go Aff• i.t;''' '•t•, ..a ..* L mom 19 l2 ` • +�e til" Z �d M 4 ,t ♦' L t: • e M-K ♦ •S i x 4 i I d •1# `4. 4 Si: {{{{ 1 .0 2 !' ` sf iat. 1 4^ Y; i, Eton . ...... .••�! I ' ` ■ Mason NIP6 i. -bo F4 0C® ` a # IN %I Ah f To►1t.. • TRASH � ♦ •- r.: c L RE 1 ENC OSU a 7 D 0 - t Aft 04 WT • F e l t'e `wr a e r ` G r "4 E. t? •a,:; •` K 151 i TYP• Fry ri V ij /t H �/ j^j rr :. . --— :.:::: z ,} • ® ■ ■ ■ E' ■ �\ •w t :;:>:>::: ■ ■ - •. 4 # 4 Of F-541 ON PLAN REFER TO SHEET 01 r ..:.::• :.:.: 2 '6• �:. :.6• y0g, Y •, • i .a• ' T CONSTRUCTION CALLOUT KEY MAP PLANAEFER TO SHEET ITOOgoo- 4. .:::::.i# too A Y Ali FO A�K LAYOUTCONSTRUCTI.TOg LAYOUT # HEET PLAN' REFEA SHEET 4 1+ " CMM KOL-i.� BASEBALL s::•::: r , )Pllt;t Ir 6710 +. 0-1 NO 1223 �• FIELD /OOK ♦. v v FOR ALL FINISH GRADE REOUIREMENTS SEE PRECISE GRADING PLANS PREPARED BY P. f.: t ;. el -UPLAND . CA 946 2949: �. s • � I _._.- F t # 7. r -� FOR CIT Y USE Y TIL T IN 9� z STREET a i • �' 1 TEI E DRAINGRD III TOT LOT monsoon TRAFFIC soon son tr TYPI L CQ%mwTm ZGEM .::L:i' ::::..::T':. T. ,i AS CONST. A/C ASP �- - - COLD L D J 0 I T ::,::::',:. �:. IN THESE PLANS WERE PREPARED BY: C. •• O. C. T t: .>. � , FOR PRIVATE USE CENTER LINE T (//''���{/�/�^\} . . PLANTING I TAND CONCERti LTD HTML DATE •PATA CLEARANCE ,.. :......: " F; ::..:. PROPERTY Y LINE � '..::.::.:::.;:.::.. Y.. ..... t C C r t... DRAWN . 'te ® CRETE . � . ... ..:::...:. . ... ..,:;..: E Q .4 XlL r CONT. CONTINUOUS R.S. ESANAME dAcf, fa kp,CA SM Q (714)25D4&2 Fax")75 2-2469 DATE 1y0� 33 w �.� IA. DIAMETER . ::.:::......... 1 ::?iyi' ?!•i•::;i'::' ?:c:i'i(;^:•;cr:'?"':. i::::::r::FkiiiEav.:::::.:::.......: :::::::::::[:.iiR:':if:;kS;E?u°`.`iiiEi,:E,.... DOUGLAS FIRR.O.S. LICENSE E C3 9©°27�7" 8.00` .63' t�6 ' H c 83 a 04 6EACH REDWOOD ■ ■ ■ I TY ^F RANCHO% 0%UCAMO`% � �6, „� E.J. EXPANSION JI ST. SHEET C"1 1 SERVICEST; DIVISION ��''° E EQUAL '. L. SCORE EXIST. II } CT . . •UAE r:_;. .:;:<� FTG. FOOTING SURFACED FOU SIDES PARK,IKEN VWA L ALV I ZED STD.. T D r � 1 IN# THICK CONCRETE SIDEWALK WITH MEDT B FINISH. _ . H.B. HEADER OD T. F. F ;:;;::;,:: ::,:. ,>;<`:`'` '' , , 4 IDE ®YPI CONCRETE -STRIP. SEE DETAIL N T _._ COLOR *RIVERSIDE BUFF /C-2 ITEC L I COLOR AVAILABLE 1'1 9 L SIDE E.J. lOD.C. MAX. A. B. HI BOLT T.W. TOP OF '`:` F. L.M. 'SCOFIELD f. Y (213) 723-5285 SEE DETAIL , 5 12" WIDE TYPICALCONCRETE' O C ET , TREAD SHEET f'T . t t . ., MAXIMUM '� � '� ' - TRIP. SEE DETAIL .SHEET t'I 101cv-WTI* C-0 %,0NISTRUC7110NE PLAN I • MINIMUMTYPIC & L }::``..: INSTALL "X6" 6-6 E. AT MID- PTH'I CONCRETE 6 D PLAY E - I 180 DEEP, FINISH SURFACE, " L ED APPROVED NAT. ..r:. E SLABS AT SIDEWALK STRIP. #16 SILICAS D. AVAILABLE FROM . NATURALW. I . LIGHT ' �': BASKETBALL RT PICNIC SLABS. P.W. 6ILLIB D (213) UO-3830 _ 11 CONSTRUCT 3 , /C PAVEMENT ON 4" • I . 0T I CONTRACT •, • I 1` DI L STRIPPING PER CITY STANDARDS. PAINT D AGGREGATE BASE. •T. •;TO SCALE - � '���� 3 BASKETBALL COURT PAVI MATERIAL. ROYAL UE #86,SU ER RED #98, L TO E UE _ T T T J�.-/ � y I IF ADOBE TAN 73. AVAILABLE FROM H TERIALS CO. 14929 SLOVER, CITY ENGINEER Y , /� I2 CONSTRUCT 3' :WIDE'®'V" GUTTER. � ENNIS FONTANA. (714) 829-0505. DI PER L D PER CITY REO .! r µ� q• SHEET t rS caNST• G4G/tL ,�a5s Io�t,Gf45E «c"p crit( qi?�t �.tYoaStB. ^cu�r� w t8p�urr�� c TY. t'm. G, tva. 303 w 13 GONsr(*it1G]' 6ucva ol�f•Y pER Glrr AOFFICIAL13. t4 caNs�a / ► ® 5rv.Pw�.YNQ• Sar• �► T .PLANNER 1 1 FIXTURE SCHEDULE LIc�KT �rIXT- �-T�?, now Z IZ _ 5 TILE ROOF NOTES: DESCRIPTION MANUF./No. REMARKS [ "I SN o J W^LL Cj) 9: L4M? ! 7; I WAW rWW%n O I. FULL (E1D r ; tF5 UL - L t AA�STIL AMq T f�1 , i�►I�E, x O UA.I ISL I�°I�-�I WAS AVE I FF.MNc a�tk1S � J • - _ �1\f � cur TINS. ¢ • . .. 3. 4 u=(CAAr- .Q.. 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VIAG�2T, '3-( r<I�ti�F. �v2 0 c-nuc HF u ksN o x�9' j ._ �__.. - _ � - - - -- - _ C-f-fl? 2) I�� MA►JUF�-��t ,� SrJ��u�Z 'ry (�ISuZE ��.� 1Z�,,;►�+' W -- — 1- — f _ N :alp- +�.�t-xtc. wot?.�.--ry Ise PA041WU w f �rZ ►•��it I r.'S"D�- T�r�► o� I-!x'iu IZ.F z - - -- - vLD 6?U�-1� �.t✓SIM , OK. QU*Xefmi 4OG'-14#1 Pcfzy�►�r4 Cof h—l n4A, ,;-(� o .r. Q�ca ; 0W a?to►K� �-IV 2 - IW-fr* a-�� L-rr+�f•� AM-1l�.Pr W,"CL�' .� ou:) �- ►02 oft lG� (� �,.. totAk� r� 4"zc> � �' � �I J RIGHT SIDE' -SCALE: 1/4=,'-0- FRONT ELEVATION SCALE: 1/4x1'-0' �'S R+�cz�►eIED� "(� ►� L MATC.14 At> �1°Q•cNrEo Pte( C�'T`( d N r � N I + i (�,I /� �' �!•VI ���!�` t�� C�xrY'��-�1 r LUL. I 4 '-o --- I t3 ` 2lyIR,E.MF�`'� L�� Et)15U�I CL" �� d, 3 . 4' 3'- ► 4 1 I / - -- - - ---- - - w I Z Z o < < 1 W - - - LEGEND: 1�.A'` . � { cc r L a - 1- 3 �r-" t?'s t. v TJ ,c; Z-�t `> I i i ' 8A�o I l� > Z i �- At •t ,� I v K. rrnc.E W o ; I1►.� ALAI: � A+71rr I_ , ' . ' `�',, �. i -' W x=W : fL I ti�.r- 0/�- �# rfah ' 1��'1 " 1hp�r�, I 0 ` T 0i�C-to SS-A:-L_ W -! WWW„ , 2 - ! C- `N�wLt• —E>.*�OiV I i �.i--� — Z Z p" �le W 4'�5 �'1.�1`,2 vrrii�" I i i laxl�xi�o cot• . `?a K vv XQ o > L� - - - - - - - �-I , 1- - - -- -_ - _ .._� cel �1.�- Fi> � :E;�;5� Jt�i, Q W ui T h:z ua i _. -.. - - i r� • tl - -my i J- r o fl. b o / T PI �� L ���. — — - -- - -- - — - - - o FOUNDATION NOTES: f Z a Z U W ��� � _ ; ! IO- -- I ! = I• Li:�nL "'�)� i��l S-T�vL 3 J �Z z o`> i 2 6 I I Z _ V �+' 7 �9 !° }��"S 2 lA` ('f•�'. �_� .� I y I V W-T F,_4 X�f''I U t. t�� lox I � �I Ex +�M ! - '' - ,' 1 6 I �)" r ` C _ _ - - - - Z _ A A Gv + �'T`i"A Cp CJ j!rJE) ` r= 1' - 1 I a ; I 'M",� OC.I Q LL„ f -8 p I ao I 24'' ' - v O W = W _ o -- -- R6. O� ►) �' �"�tr J. �"' 44o� • o- ii (Sou D - T G LL LL I I 1 y C. At,l. S.LS). s ; M ( 4�* 3 : j 3 W. M. - -g'' �'�,� i3. CT '� ► - -- - -- 1 _ 1- R E V 1 S 1 O N S ►c�cRr wE o0aar -�- '! I I (DATE DESCFWTM PPIf�1 W INITIAL IRATE Z•O C'� �� ` ,} 5 1 N ! ( 1 - -� I STREET Lock orp,; -ro _ , ltd 2 •#4 v91crp2 li E�" 7 ~-> F-011 4AMATIJ!RMEflq5bME. 9M&GRAIN p 1•:o�w � _ tr° o �o '-Ic - - -- - -- -- I �X-42 — wa.t� T. TRAFFIC ,R,M, ` j � - t7� I rt l �•�1'��R.. �1NI� (2oU oU ' As casr. ! I� -TCDotw gu � fPLAM WTW PfI�EfP r" BY: me rgr*vTE um ' 11 11 �'C�TGbc�M 5►VP) ��Wl�!°�'1'�7 1Uf:.:It.�f1�� IZ x Zq' `� a .} � I A7 T � i 11 I NTS. owTE COL-L-E> f1?ac1EVl►•41 Go!-,Cir CT5, �P,2) -� -8 cstcEo CCS-• 8 ''O� I" VOL- 4` g '- o8r-ol 25'- '' ---- -- ---- -----,�- CITY OF RANCHO CU A ON to ------ --- C►OMMUNITY SEAVK6 ,: RARKS OI�`VISION PROJECT IIIIA�E TERRA VISTA , ' INTI 1 N PARK Amok Adlmkm�.&Adllk RE APPWpM 0 x'3/479 FRAMING. PLAN FLOOR PLAN FOUNDATION PLAN E,o_, _ 2—sompow , AMM4 SCALE: 1/4:1'-0' SCALE: •1/4=1'-0'` SCALE: 1/4:1'-0'- `` OFFICIAL' - n+rrw°�° �00.L. PROJECT SHEET NO. OF z9 O U. J -r te LL. us O <T W i �. 2n4 F7 � 00 E 5�E E-T A-1s ►: $b T41ck ALUM ---moi 4 c2i 1(0� @ GA. '.f�'�� I , _ i/ �xg F' S / lc�N-r S� rc-l.C-v, _ = o w 154e* 105E-( Ifs MOi� �orl �W ti �.F,�teE , ' t7A�E , X;.x . -,�.i'E x� �Ar�l►, l� ,,. SYUcc c� __ _ - - i►� n � t�.� JA,6 }�. �h.�-''�Z (M�T� �. . , , +NT. T C to ac :5WA—i fm I,arrricN S I k;2 "-v-� S : t�J� �'+ - z0 I - -- i � � c _ > _.. - 4 --' I I -,• - w 'Z X1`7. i' w! tea k ( T�-{ 1 -_` Q a' Y: • � � . $G���� ;,,,/� �I� •�:� � ;.:•T I ��xz�r�urr�+(1`rP -- — - � � S C°T . �►/ .S GpL{p&4Z r sa�G E` ') 1,v, . tx� �I•Nt L S �,,,�/ S�'1`!'ES `�'�' }'' Ger;/c �:z ►,3: ;w`/rYG'''.;cv - :. y 'v S ry - — i 1 t t I ,✓ :r, {I li - --- - A . r. /`v� pis @ O f b I �'Z b�Cott �L 0 , . , • i G - \ (AUcau-s \'a � -�'� -'coni �*`fur � f V ��!':'r •Z �•� NJI'Z • a 4v�`:E LT+'r.l Cox 2 6AST ALU, lls-rlRc�al 1 SCALE: 1 1/216'V-06 l -G� m s �IG SECTION � L SECTION wA SCALE: 1/4 s 1'-0w SCALE: 1 /46 B = V-0 SIGN MOUNTING W V z V 7 + x (or X z s� 2 / �"4 o2 6APP f\ `+ - --- - - - - -- --� `r = p p 1 �\ - \ �AC� Gam•How* 4 o. > \ oYW ip 05EArl Web II �I I I 11_ Z O W a 1 V 1 LL W cz ` W STL �c� tL^?E 1 ? = o si O ` _ � — - x co ► r Z g ' V Z Yf- 41 { z _ T . Lul BENAMCONNECTION LOCK DEADBLT 2 SWING PIN w w ► w GATE - s �_ w wg 1 DOOR PULL s4 1 5 _ _ SCALE: 3 1 0 SCALE: 1 1/2 1 0 SCALE. 3 SCALE. 3 L 1 1/2 1 0 - �(Za ZY REVISIONS Km CRYuwas" DATE DESCRIPTION PPRMED MTIAL DATE SET WATER am a TRAFFIC -- FWAL CHECK Rtw AS COMI. TWSE PLAN WERE PREPARED BY: FOII FIr%v"um NTIAL DATE f>wwN CHECKED Loma r" CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT BARKS DIVISION rROECT NATE TERRA V I S T A MILL.IKEN PARK ' , RE TION DATI< ,0- - CITY Eq9OMM DAnOFFONAL lIEET .:iy. oRAw.�s Ia. pRn_ i��T SHEET Nn_ 7 nl= z9 V PLAY EQUIPMENT LEGEND PLAYBOOSTER STRUCTURE MODEL 8907 A MEXICO FORGE BPLAYBOOSTER STRUCTURE MODEL 8925 MEXICO FORGE SPRING PLATFORM MODEL 841-0144 MEXICO FORGE COIL SPRING MOTORCYCLE (CAST ALUMINUM) D MEXICO FORGE 843-8424 COIL SPRING HORSE (CAST ALUMINUM) E ` MEXICO FORGE 843-8421 COIL SPRING DUCK (CAST ALUMINUM) - MEXICO FORGE 843-4030 MEXICO FORGE - AVAILABLE THROUGH HANSON ASSOCIATES Z (714) 258-1616 CONSTRUCTION NOTES SYMBOL ` 2 2 o t• t 1400 tEMlN.YI N ['LItRtST - 0T LAwScw STRII nm 1ro0[L"-Ow e"Law NOO1f1ED rITN TINI[E MIL NU ATAILAMt ,TW=W MNSW ASSOCIATES. INC. (71 0 2WIGIt. / \ O T" KCVjAW MWIFM TW03 Los Lt TV SUR GM 1NIR.ANT RECEPTACLE 10 COMM 3 I SLAP M DGTNL fI +MT le (71f) 150-90O9 / \ / COLOUR S^IiD puFF ■ / \ \ R O ►ttJlt! TAMS • ART ROOEL LIT 7►T40 (714) ASO SEE OETAII .. SIEt'r / \ COLOUR SAND puFF 01 D ` \ ' A �j of N. \/ � - � / Q: LAr— 1110 1 _ � �yTt 1• Of CAL \ R E V I S 10 N S FOR CITY USE ONLY \ / - DATE DESCRIPTION APPROVED VRML DATE STREET WATER/SEVMY GRD A ORAIN TRAFFIC FINAL CHECK - R/MI AS CONST. THESE PLANS WERE PREPAREDBY: FOR PRIVATE WE LAND Cb\U tK LM M1U1L DAl E Ards r ORA" AnA9;; CHECKED NAME ��� CA J1XMf M DATE LICEgSE FLE CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DI`./ISION PROJECT NAME TERRA %tA MILLIKEN PARK 1/8"19-0.9 SST TREE CONSTRUCTION PLAN ED APPR10VED Ra -3/477. Y S MANAGER DATE /Q—/I—90 CITY ENC#EEP 2, . APPROVED EfET OF DATE OFFICIAL 0-- I / OO L 34 011AWIM NO. OT► L TE CRY PLANTER •PROJECT SHEET NO. B OF 29 v a` ---- DATA CONSTRUCTION NOTES DELTA/BEARING RAP 1US LEN./DIST. TANGENT SYMBOL (� Qi ! 9' 34- 29'- 30 .50 10 .42 5 .26 O2 67043' 02'- !0 .50 16 .06 !0.09 4 ION. WOOD BENCH WITH BACKREST RT LANDSCAPE STRUCTURES O 66°55' 00" 6 . 50 12 . 69 8 .05 WOEL iftC623-6'LONi MODIFIED WITH THREE RAIL BACK AVAILABLE THROUGH HANSON ASSOCIATES. INC. (7140 2S8-1616. O4 66007- 39" 2 .50 2 . 89 1 .63 -40- O TRASH RECEPTACLE DURA ART PROOtN:TS MODEL TR -D3 LOW 5 N 264 ? 3' 36''E 5 .09 PROFILE TOP WITH STEEL LINEK. BOTh RECEPTACLE TO CONCRETE SLAB PER DETAIL M,SHT At (714) 350-9000 U5 234 46' 59" 26 . 50 1 1 .00 5 .56 COLOUR SAND DUFF Q N 26013' 36"C 4 .70 O6 72c23- 46" 2 . 50 3 . 16 1 .63 SO PICNIC TABLES - DURA ART PRQ9UCTS, HDDEL 7PT60 (714) 3SO ' -9000 SEE DETAIL r . SHEET 117. O 06016- 09" 20.00 2 . 19 1 . 10 C-vLOUR SAND WUFF t� N 49-23' ' 3--r- 12 . 34 Ot 60t24' 21 " 2 .50 3 . 51 2 . 11 PAVING NOTES I© 3E° 45' 46' 24 .50 16 .56 6 .62 a `MIN. 4" THICK CONCRETE SIDEWALK WITH MEDIUM BROOM FINISH. ' COLOR -"RLVERSIDE BUFF` OC-28 UNTERGRAL MIX COLOR AVAILABLE t© 67e4-3' 02" 4 .50 6 .69 4 . 32 FROM L.M. SCOFIELD COMPANY (213) 723-5285 SEE DETAIL A ° �4 65" 39' ! 9" 2 .50 3 . 74 2 . 32 SHEET 1117. Q N 61 ° 17' 20''W 2 .09 INSTALL 6'X6' 6-6 E.W.W.M. AT MID-DEPTH IN CONCRETE SLABS AT BASKETBALL COURT AND PICNIC SLABS. t® N 83030' 54"E 2 .09 3 BASKETBALL COURT PAYING NMTERIAL. ROYAL'BLUE f86.SUNIQi REO 1198. I p tQ 0017' 56'' 30.50 O . 16 O .Ob ADOBE TAN 173. AVAILABLE FROM KOCH MATERIALS CO. 14979 SLOVER. t s 86° 55' 00" 2 .50 3 . 79 2 . 37 FONTANA. (714) 829-0505. ® ® t® 47° 44' 42'' ? 4 .00 1 1 . 67 6 . 20 �4 8" WIDE TYPICAL CONCRETE MOW-STRIP. SEE DETAIL 10 .SHEET 17 ® 72- 52- 22" 2 .50 3 . 16 ? . 85 0 z. ® 12" NIDE TYPICAL CONCRETE MOW-STRIP. SEE DETAIL 06 SHEET 17 Q d� SS. Qi 67007' ! 4" 2 .50 3 . 60 2 .38 . Q ® SAND PLAY AREA - MIN 18" DEEP, FINISH SURFACE 2" BELOW ui ,3 t• ® 09': 34' 36" 29.00 4 .85 2 . 43 SIDEWALK OR MOW-STRIP. #16 SILICA SAND. AVAILABLE FROM 0 85` 26' 53" 2 .50 3 . 73 2 . 3 ! P.W. GILLIBRAND CO. (213) 340-3830 00 L.=59.82 T� �/ �9 © �7 HANDICAP LOGO AND STRIPPING PERGITY STANDARDS. PAINT AND ® r �s23' e2. N 36c 13' A 1 ''W 3 . 60 LOGO TO BE BLUE. ® S � 0 20` 27' db' 35 .00 12 -50 6 . 32 ® HANDICAP RAMP PER PLAN AND PER GITY REQ.. Tv' . N 56' 4 ! ' 27"W 3 . 60 ! 2°52' 52" 29.00 6 .52 3 .27 65` 26' 52" 2 .50 3 . 73 2. 31 + LEGE N 761-40' 34"W 7 .60 -o/ 3 ? 8° ' 4' 06'' 39 .00 12 . 41 6 .26 A/C ASPHALTIC CONCRETE 0 ® \ ® C.J. COLD JOINT 0 06° 41 ' 43" 35 . 00 4 .09 2 .05 CENTER LINE \ CLEARANCE 3® N 692 47' 03"E 7 . 43 CONC. CONCRETE v \ r 2 3© 93- 22' 20'- 2 .50 4 .07 2 .65 DIA. DIAMETER 4 - NT. CONTINUOUS 7� ? ? ' 20'' 45 . 00 13 .50 6 .80 D. F. DOUGLAS FIR N 66- 15- 57"W 2 . 43 EA. EACH �, ti✓ OO 50\ 3� ! 7154' ! 6" 40 .00 12 . 50 6 . 30 E . J. EXPANSION JOINTEQ. EQUAL ® (D 4 EXIST. © 3Q N 48 22 39 W 2 3 EXISTING G 3 ` . 23' 32" 45 . 00 345 1 . 73 FTG. 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'.1�:, • ¢ F ) J !e, .� r "r -) { �' ('^ ,} ,I J i. i V 1 � 1 r CHAMFEM E� �R y E+� T� OvEK�i � KEN OKAMOTO & ASSOCIATES, CtE TOS a DOTTOM SEE P IL 3.lHi �Q, IsR AR TI INC. ps 8 gW.c `- STRUCTURAL [4014[[111 r S I M PSON A35 EACH SIDE o f —' 9511M. LAR 1 EA!LN C� - (� 4X6 • 24" O.C. MAX . SEE PLAN a= v ` 16•x 6"x 16" �C*.SLUMPSTONE BLOCK — 4X8 BEAM S6LI0 GROUT STRUCTURAL CALCULATIONS G PROJECT: MILLAIKENSPARK JOBS 90237 SIMPSON EPB44 b �'1�t.� �tj RANCHO CUCAMONGA, CA %h • CRITERIA: UNIFORM AND�OR LOCAL BLDG. CODE, LATEST EDITION. %FINISH GRADE ('a StNl m MATERIALS: EXCEPT AS OTHERWISE SPECIFIED HEREIN: • TV OF WING TO. 4" KM CONCRETE: 2,000 PSI AT 28 DAYS. CONCRETE BLOCK: GRADE N. LTWT. UNITS, ASTM C-90. i I CdiCRE t FOdTING tl ? REINFORCED STEEL: 20,000 PSI (ASTM A615, GRADE 40).- I •.�• ` ^ b STRUCTURAL STEEL: 24,000 PSI (COMPACT) (ASTM A-36) . SOW M ROAR EACH WAY STRUCTURAL PIPE: 22,000 PSI (ASTM A-53, GRADE "B") . f PLYWOOD SHEATHING: DOUGLAS FIR, STRUCTURAL 1, INTR., P.S. 1-16. ' PILASTER � .� ,. .�� °, ,�x� • : • L3 Is" F *4 �� • ' r• GLUED LAM. BEAMS: 2,400 PSI D.F. COMB. "F24") . are fi44 at c, ' LUMBER: GRADE MARKED D.F. PER W.C.L.B. GRDG. RULE 16 2 ` •� SOIL PRESSURE: SEE FOUNDATION PLAN FOR COMPLETE DATA. '~r ICS `. DESIGN REFERENCES: INCLUDING CRARTS AND TABLES FROM: • Ga11 M� •gs�M G ': . S LLT4PSTONE TO 5 _ r, LUMBER & TIMBER: WOOD STRUCTURAL DESIGN DATA (VOLUME 1), r _ NATIONAL LUMBER MANUFACTURERS ASSOCIATION. STEEL: MANUAL OF STEEL CONSTRUCTION, AISC. 'EASPLASTER - PILASTER TO _ � CONCRETE BLOCK:- CONCRETE MASONRY DESIGN MANUAL, CONCRETE IZN ovr-"p��I -TYl:i - MASONRY ASSOCIATION. -CONCRETE: ACI DESIGN HANDBOOK iFr}�r12 W= ' 4.6 BF-AM �. ,� q � � � •• d!. ' '•7�= �tSTA� L�fi(�Vi!��•N ��.+b ��'- JEAe� . 4 . � V Ly MAX ` 9 ' RS DIA. LAG OR MACHINE tsF� Tc s i BOLT .S WASHER �Y {tb¢4t7 bl�=Sim w 10 =� • f II,,�STEfe. — - I s ; BENZ -- SEE PLAN, SECTIONS,. ETC. >,.. dr �� SIN, SIMPSON HEAVY ANGLEIM-3C. - - AVAILABLE FROM: � • SIMPSON COMPANY ` d _ ,► s ,. 3I hPSoN 3r IS 220 PALM STREET' . ` - �, — I�•�,��t 20 �—/! BREA. CA. 92621 13� I •�x Sx 13 b� (ZA 3 x a � -,:.,� ,; ,,�., •' ����r `, 213 694-5775 tPG M4� 87t-8373 S° .BEAM -- SEE PLAN, SECTIONS. ETC. fo-OI�H�IGH7 GoLUMN, TYI° .. �£ �qz't.�►G io t'I La.STi2 A i°� v XG LATH 4. �Y PLA" o 8'-0" H�I� NT� TYP COLUMN ■ � 4 X8 BE,4M 8� V,1=,�,��'/ P —�olg R-= � '���: A3 QppF ESSlppq r PERSPECTIVEBEAM TO BEAM ,tee N q y ZT �. ; .Exp -31- tq AUC, cc O BY: rf of mol DATE o 16x16 BLOCK - t SLUMPSTONE 1�1 roll"A STREET TUSTIN,CAUFOOINIA 9240 (711)ww4a •v� PILASTER ' 3 • , . 4x8 BEAM CENTERED � IN PILASTER '' s •• .f X4-0 no y4r<I�K. per, r ���EpKNIA LAND Z4 V o� .� '�'• SA A. .1.• • v :.. •,, LIC. 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S�c''� X z = 3'/�, tv►�2 CA 97705 DATE "SSV) S _- . b S?� t G xl. k Z �o. _ I _ zx I a >c 12 3 a °�S¢ 1 1 I t; u trl71ER Fa E 4-zX lG i 3• I�'` CITY OF RANCHO CUCAMONGA o 4 r� GEAM np �s.��x —�- _ , ob2 —�- ---�.� _ l o X 12 �� p I(0+ t o x,Z Q-(o:+4�C 1?-•X�•�1bg A /133 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION A , P�.t. , �/I . 3 4- 7,9 A I(, X I Z , PROJECT HAM + — r + 313r ,- _,� <I 33 l � MIL I �VA ARK S tirb x1.6 x 12Z - __- - - 4 v TOT L OT SHEET TRLE - P (I�ssvt D) �-- �v r-e�' ' 12 x 1-2, " i=ce OVERHE AD _ PLAN AN N � � D DETAIL t 1^I1�-11 s+q y b•F-� ��— .-�' 4 /� s� —s.34-p'---3 2m�X 1;0 - RF _ q ee/^' o _ � l.Sa -rte k k w Uc. _ P� Rf — 1 l _ S. M - .�• Eo ED /1� 3�4 7 �' 3•I - 0. 31°�o —I CTdx(•33 �1 T �Od _ . `3 / -- o _ 1 1/ R DATE CITY ENONEt - _ SCALE 3/8":1'-O� a`_ �.� r �'�I.sx•s xti1S' _I� R_ 2oora ti s, o3 z3 '��.� 523x3.S `I "f ° APPROWD -0 - -- � �x 2 2-s�6JC IIS I ATE �.r, OFF1CtAL MEET OF OVERFEAD /SECTIONELEVATION' APPINOVW _Z_GRAWNG NO.r P4 SHEET NO. // OF Z9 V s ON NORMAN BULL NOSED BRICK PARIES SSE PIAN CAP COLOR TO MATCH TILE ROOF AT RESTROOMS. A FOR LOCATIONS 14 REBAR CONTINUOUS AT TOP i BOTTOM PROPERTY LINES 6 J� .OF DRAINS SEE I• BULLNOSE TYPICAL FINISH GRADE VAAIES -- MIN. 4" THE. CONCRETE. FOR SHEET SEE GRADING PLAN W NATURAL CONCRETE CURB FINISH AND COLOR SEE PLAN. 1/2• BLALHOSE EDGE y 112" 01A. 3ULLNOSE EDGE I x8x16 ��. FINISH GRADE TURF WITH SMOOTH TROWEL FINISH -� 1/4" a 3/8" DEEP SCORE LINE '� 12' CLEAN SAND FILL BASKETBALL COURT FINISH o 5 , Flo N CONT. 22 MIN. SLOPE 1/2" BULLNOSE EDGE SURFACE -- SEE PAVING ROTES W �.. SOIL SUBGRADE TO DRAIN IES f FOR COLOR AND SPEC. _ Z _ N - • FINISH GRADE o I �'� B =• ;; . _ �• POST TENSION SLAB -- REFER _ ��•. +I TO ENGINEER'S DRAWINGS FOR G s_ ♦ • • • '• • PO:T IENSION SPEC �d • -�• r. (I I �• — #3 REBAR CONTINUOUS �' • • s III1 • • • SAND LEVELING SURFACE - z e . • II =J1 VIII OND ~ IIIcliul { VII — • ♦ ' . MM. •. I Y1 —1 1 1 1 • . _ II _ 1 E K YISOUEEu ' '� , �- II I GROUT ALL CEIIS SOL 10 y . 8•;°.,: - •„�, SATURATE AND COMPACT 1111 , I --, _' __lI -, r-- IIF=- II- IIf11 .m� l .,I. r r — I VIII — T 14 CONT. •, •. _ j SUBGRADE TO 90% PRIOR - 1I I I -- 1111- _ IIS "fiCQWAC” SOUAM TO POUR 8" SATURATED i COMPACTED SUB-BASE VI��-11111 ='„' _�IIII PR, TO PUP " O e /4 pj4' Q.L. 1 • 1 TO 24" DEEP iv 1�1 _ � �� . . THICr.ENEO CODE E XTENDED COLLAR AT PERIMETER 11 CONT. Y T _ Tv�•' E: PROVIDE SCORE JOINTS A MAX. 10'-Q" O.C. SPACING AND 1 GIL t1 0 1 — 4" ASS .SDR 35 PERFO�iATED DRAIN PIP'-" ---- A REBAR AT 24"CC. I PR ALL ANGLE POINTS. 95i COMPACTION SATURATE AND COMPACT SUBGP.ADE PHILLIPS FIBER - SUPAC 14MP � ;, 18" BASKETBALL COURT TO 901 va!oa i0 POURING W/1�" OVERLAP FOLD p. � .� •CLASS 2 AGGREGATE ;w � „�� TOT LOT EDGE CONCIN MOW STRIP SLAB EDGE DETAIL EOF CONCRETE SEAT WALL E: N o r E• CONTRACTOR TO ORIENT PIC 11C PAD SO THAT BBQ IS W.*J-ADOF TABLE. ----OVOLLEYB/1LL POST i NO AVAILABLE FROM: POST w — CONTRACTOR SHALL PROVIDE AND INSTALL WAKEFIELD i ASSOCIATES .Non: TOP Am WTT•, 1/4' YELLOW NYLON CORD FOR PLAYING TOP OF NET I 1100 QUAIL ST. /100 BBQ UNIT - IRON MOUNTAIN (S p SALVAGE TO•E RNWCncD 1 COURT BOUNDARY MARKER. ANCHOR ALL NEWPORT BEACH, CA. 92660 FORGE # 200-X rLl ICNIC TABLE •BB - — NO BARBS L - FOUR CORNERS AS INDICATED (714)8b-1Z� G POSTS(2): PATTERSON WILLIAMS 1� ' � ' • - ' NOTES: 18" LAYER SILCA SAND NYLON CORD c MODEL2214-2i �» FINISH SURFACE 11�31 I $A-0.0, ra MIL i ao � • INSTALL IRON MT. FORGE NET: El 10. •GA11ft, 2•COIN LIME STEIL 1200-X BBQ PER DETAIL lr WIRE MESH - NOT DIMYO MY. O _ I i HEFT J ,f -e ' ,mss. #: METAL EYE BOLT FINISH GRADE _ INSTALL 6- : 7n•o.e. scN a►osis r .? 14 -: . PA PER M ANUFAC. SPCCS ' P!C I L C TAKE i INSTALL ALL FA/NIC ON•ALLF1ELD . + 1 : , c'' ; FINISH GRADE ' I 12• LAYER OF CLEAN BEACH SAND i E SIDE OF POSTS OR OTHER EQUIPMENT. I 1 INSTALL �-�RT MODEL ,- I1 •� 1 I*CLm ►ulsN a1AOE I/4••Ela ra DF FoonHG•— 1 PROFILE TOP W/ STEEL I _ i '}1 + f� i FINISH GRADE _ I r 11 TER TRASH CONTAINER PER � � I1 _,^'! �] TRASH- O MA.YUFAC. SPECS. BOTTOM TENSION WINE LI 1 �' �► — �i II _ I m 1� r CONCRETE FOOTING I "" ' I 1. CONCRETE FOOTING -I ' P5(,U�f b tbj•, Wir�rt bltO N.. P' ,C �,+I F V ) I I CONCIIETt FOOTING a I �WV CONCRETE FOOTING = " ` '"r'I ` r � . 0 FOR DRAINAGE DETAIL `• 1 � �" iI N � �� � u ` .,• � COMPACTED SUBGRADE _ _ •Ron: WSE r o.o. I OF VOLLEYBALL AREA NOTE: CONSTRUCT 4" THICK. NAT. GRAY CONCRETE " Fa urE a END POSTS —_ . _ � 1 R 4�•r- # - ���� S E E ENG. PRECISE x SLAB W/MED. BROOM FINISH OVER 905 COMPACTED GRADING SUB-BASE PER SOILS ENGINEER'S RECOMMENDATIONS. - PICNIC MODULE VOLLEYBALL POSTCHAINLINK FENCE CORD BARBECUE PERM�4NI=NT ALUMINUM QUENCH 5Y 1 •NOTE: IDP AND 1101101 adc /21►i rRTIWRSoN-WILLIAM3 (400) •198-3061, I s+���►�E �o�E a�a�ED l� MODEL 1105-15 l� I 1 A NI ti.. '' �. E I`):f-t t�/ 1 1 B/•' O.D. TOP RAIL /i I Eke-�N LIIL!1/yrIS \ •PITCHER'S RUBBER INSTALLED •NOW PLATE INSTALLED PER 1•'�ut �� N .� I I N0. 9 GMNE. 2' CHAIN LINK STEEL \`j PER BASE DETA1. BELOW AND PER BASE DETAIL BELOW AND PER ,g yjX MESH - HOT DIPPED GALV. i MANUFACTURER'S SPECIFICATIONS MANUFACTUkER'RS SPECIFICATIONS ' ( •PITCHER'S MOUND 1 ,I PITH 68EEN CANVAS BORCO MODEL #410-FG BORCO MODEL #300-AS 12 IS..p 15" ELEVATION 1 2 7/8• O.D. SCN 40 POSTS' PITCHERS PLATE HOME PLATE - - — - - -- - - _ REO HEAD SURFACE MOUNTED BENCH • 30'-0' O.C. 1.111. LL Fr-#. M��j,S_ 1 INSTALL ALL FAMIC ON INSIDE OF GM BRICK DUST 15'X15"X3" WITH SQ. TUBING ANCHOR PROJECT 1' CLEAN FIN GRPOST i SQ. TUBING SLEEVE WITH FINISH SURFACE SEE DETAIL x I HINGED LID (OR EQUAL). BORCO ! ,���9 I' FINISH BRACE 1/4' BELOV TO►OF FOOTING MODEL 1100-ML BASES WITH 205-SA �► ,�% FINISH SURFACE 11(; . •.. e:. o • ;'• •011011 RAIL a�MN I• COMPACTED SUBGRADE CONCRETE FOOTING COMPACTED SUBGRADE 4 V WL I I� l_—~ — - — PLATE �'I aW WHERE SIKIINI ON • .. - A • • 1-3/4' O.D. GALV. STEEL SQ- TUBING - ANCHOR SLEEVE WITH HINGED LID 0ut no q. BASE • NOTE: PLATES AND BASES I II N FOR MTE OR� El0•IOSTI air -- —:I 4 MANUFACTURED BY - BATTER BATTER MTI BORCO ATHLETIC CO. - 4T t AVAILABLE FROM THE WAKEFIELD CO. (714) ?52 b204 I '564 �w. DUG-OUT DUG-OUT tom' FCA CATCHER EMP. CHAIN LINK FEN COURT BENCH Y COURT BENCH HOME PLATE. PITCHER' S MOUND R E V I S 10 N S �«TYUSE�>, DATE DESCRIPTION APPROVED /iT1Al, DATE bx4x16SLUMrlro" Mu5a►�ol't 8,_O« STREET CAP- COLOR TO PATCH RESTROOM BLDG. -SEE DETAIL "K" O ATER/SE BLOCK ON EXTERIOR SIDE ONLY. '-t" 3i" GALV. STEEL HEAVY 1 DUTY HASP AND STAPLE I43M0�M1$11RLOR TSIN TRA S ORARI 1 CAP-COLOR to MATCH STANLEY SP 917 RESIN" BLDG. F�1AL gEgc O '-1 A" o V WELD CAP ALL THE WY 6■4i 14 BLOC[ Will- SL.UMr STIDNE> R/W ` 1"X i" BAR STOCK AAouNo AS CONST. BRACING #4 VERTICAL • 32" O.C. 4 10' DIAN. R I2' DEEP CONC. FUUTING FOR ANCHOR BOLTS _ I N 3- 3- t i 1 ' '1 IIL'TD `� L1N� � `' S'-0- U.C. PLANS WERE. PREPARED BY: FOR PRT/ATE ue1E F--- 1---, II HORIZONTAL COAT, 0 32' O.C. 1 4! _ 1 1 ' TRASH DISPOSAL BINS 3 0 1 1 FOOTING AT ARCH - ENO L1ilYD k_ L1 L! MTIAI DATE I � o - GROUT ALL CELLS SO110 ` --•36" UTAM. R 4'-D• DEE► CONC. n *��, 1 1 PROVIDED BY RANCHO DISPOSAL 2" CLR DG?D.all'. � `�++"`' DRAM eo , , I TYPICAL.3" DIA. GALV. STEEL —— —--� POST. (6 TOTAL ) ?-i" DIA. GALV. STEEL CANE r ? 18" INTO'SIDEWALK _cl E INSTALL PAT BACK A YIMODEL �« 3' DIA. GALV. STEEL POST- BOLT IAYBACK ARCH BACKSTOP MODEL TFO CA CHECKED BOLT STANLEY CO. 1009 TO GROUT SOLID IN u• DIA.R P4 HORIZONTAL • PER MFG. SPECIFICATIONS l 4" CONC. SLAB `` 12' DEEP CONE. FOOTING. REBAR CONTINUOUS �� DATE SECURE GATES. = FRONT ELEVATION �6 FINISH GRADE PLAN VIEW LICEPM ME 0 STEEL AND W 0 GATE CONC. SLAB 9OX COMPACTED SUVAM " SEE DETAIL 1/2 RADIUS CITY OF RANCHO CIICAMONGA TYP j: e� iu.rillclw COMMUNITY SERVICES DEPARTMENT: PARKS DI - ISION 4 I NGE WALL V TOE 1/ POST 10 BLOCK _ -m-�2-14 REBAR CORY. ' _ _ QCT �/ • FRONT ELEVATION,SEE (��"\� BALL WAND t/2' X S• LAG •• j �� VISTA y / ,t BOLTS AND LEAD SHIELD AT 12 O.C. " wIt = ' -� • ,r • .• —;I_ DETAIL THIS SHEET. ti,/ STEEL 3X3X1s7S POST WELD r v _ • f ' •_ _ MILLIKEN PARK o CAP i WINO SMOOTH, Flll POST WITH CONCRETEr--- •• 2 ; • II •. '• - • •10' y1DE CONC. MDW L _ o E111N sI_unr aIOGK 3x3 STEEL ANGLE GATE FRAME .� 11 A G a 1'X1/4' BAR STOCK INC u c II ; `" • • • ' STRIP SEE DETAIL C MIR. lI ,1,— -� 4 DECOMPOSED GRANITE _ _ 1 CONC. FbOTING FDIC SET TITLE KAN VIEW _� \"R4J .moi e � ` _ SHEET 1 ANCHOR BOLTS S'-0. O.0 s - WALL SECTION D CONC. FOOTING AT CONS TION DETAILS TYPICAL IA 90% COMPACTED SUB GRADE „ .• ( _ ARCH - EMgs 3"X3' HEAVY DUTY 1X4 ROS O.F. FRAMING AT TOP (( 4 /�► $E\iT10N APPROVED BUTT HINGE BY STANLEY LD j 216 ROS D.F. GTE PALINGS (3 TOTAL /1051 ) YElO TO LLSECURE PALINGS TO STEEL FRAME POST i GATE FRN% CARR I AGE BOTH (I AT TOP AND BOTTOM) 1, COMOMTV • ANAGER DATE e.y o px . 3iE �q WITH AAIL(2 AT TOP ALIO BOTTOPI) A11 �� 114 NOS D.F. VERTICAL GATE pu ATE SHEET OF TRASH ENCLI[IRURE BASEBALL FENCE POLE FTG. HINGE DETAIL � • 01118IID. /^00 PROJECT SHEET NO. /;- OF o;�9 V • g 18' -6" DECOMPOSED GRANITE lie OR 13' -6" SEE PLAN I CONCRETE MOW CURB W/ • 1QN SMOOTH TROWEL FINISH •�r wua 1/2 12 BULLNOSE TYPICAL � �- �� SQ. SLUMPSTONE COLUMN - . . . . • •, TRASH RECEPTACLE ��-� • f \ FINISH GRADE — _ yr ., .r... _ I --:o ,a �`' _ _ . 5/8" RED HEAD LAG »p• � A. ° I 5/8" PREDRILLED HOLE ' 6 X 8 PERIMETER SEAM I I CONCERTE WALK EDGE /j--- _- cli SEE DETAIL 10 4 X 4 @ 24 O.C. IN „�1 �' SCOREL I NE %� n+►�sm SCREWED SIMPSON "U"- HANGERS i4 REBAR CONTINUOUS • - DRAIN HOLE �~ f _ ula �`3 DOWEL , r 6 X 8 RAFTER (6 TOTAL) J CONCRETE SLAB ' c�'° PILASTER SEE DETAIL � I •:�„�, ,• '" r°""" i EXT. PLY SHEATHING 90% COMPACTED 6„ .-a o Y ''wr-� -4�` SUB-GRADE r_� � CONCRETE FLAT TILE ROOF 1 1 030-1 1 Aaod.13380 \ COi+CKTa � P FITNESS COURSE CONCRETE CURB TRASH RECEPTACLE LAN VIEW � _ A AT PILASTER : M R ING PI N! ADE HELTERCURBOLDETAIL PICNIC SH S 1 3/4" 0 MACHINE BOLT TO ` 2xa CAP 2xa - 5/8 0 X 6" LONG LAG @ 6 X 8 PERIMETER BEAPI c ! 3 TIES @ 8" O.C. -� 3/8" PLATE TYP o co 0 ry 5" 0 X 6" LONG PIPE PLAN FLAT CONCRETE TILE ROOF MATCH o 12X6X12 SLUMPSTONE BLOCK / (SCH. -40, 5.563 O.D. ) uj m TILE ROOF AT RESTROOM BLDG. ° 0 �, 1/4" THICK X 2 1/2" WIDE � �� 01 0 o GROUT ALL CELLS SOLID GALV. STEEL GAIE 2 HEAVY DUTY GALV. A 1 X 12" LONG STEEL TAB °' 5 r— 1/2 EXTERIOR PLYWOOD SHEATHING LATCH ASSEMBLY i STEEL HINGES \y� ��, (\ / 12" SQUARE BLOCK COLUMN a 4- q4 VERTj�CAL KEBABS 6" X 8" HIP RAFTER (TYP. ) - 6X8 RAFTER 'o ° . 2xa FRAME ON BACK SIDE \ � --• 2 3/4" 0 MACHINE BOLT TO 4X4 3-i4 KEBABS BOTH WAYS L rLL �� HIP RAFTER 4X4 NAI LER ° ° ° 4" CONCRETE SL%8 0 1x6 VERT. T s - - - _ - - a 3/16" TYP. / 6 X 8 BEAM oI 1� W/ 6" X 6" # IO/i1E1G W./w.M. 2xa - - - - J CONNECTION; RAFTER TO COLUMN � II • - �,_ , cz� _, �_�,� 3x6 3x6 REO HEADED TO t o 1/2" O.C. X 12" A.B. N Q 0 SLUMP STONE WALL / = ll WELD TO BOTTOM OF CAP 1�, c / 3/8" SEAT PLATE " °I�; • • - ti n V. (L)SMAPED BRACES IN / = 1 Z 1 F- I— — 4 COMERS ON BACK SIDE. _ OVERHANG c-, o • 11" SQUARE 3/8" BASE PLATE �ol ct 3-IY3 TIES @ 2" ON CENTER Ifo 12X6X12 SLUMPSTONE BLOCK CONCRETE FOOTING d �1111r—II: _ I �i;u—, 2• MIN. l r 11 AT TOP 244 VERTICAL REBARS 2+ I s•-o• � � TYP. � -� -+ SATURATE AND COMPACT H >� 1/4 c S Q. SUB-GRADE TO 90% s NOTE: 4-5/8" 0 X 10" ANCHOR BOLT - WOOD TO BE PAINTED TO MATCH WOOD TRIM AT REST ROOM BUILDING. WELDED TO PLATE GROUT ALL CELLS SOLID LOCK PER CITY RECOMENDATIONS RAF ER k S�.UMP STONE FENCE �• � ;� RAFTER TO ��� CONNECTION CONNECTIONCOLUMNCOLUMN ,, SOOT NC L1ETA �.W/WOOD GATE, RAFTER TO y Y � r COBBLESTONES: RIVER WASHED GRANITE . o (TO BE APPROVED) �� cMe �NOLOORM PACH 1V NOTE: FINAL RESTING POSITION Of RESTROOM BLDG. �1 STONES TO ,BE APPROVED BY THE CITY LANDSCAPE ARCHITECT. 6x4x16 BLOCK WALL- SwMr`jj-* I; MATtA QST, CURB 14 VERTICAL 0 32" O.C. SIDEWALK ��' , COBBLESTONE /4 HORIZONTAL CONT. • 32" O.C. 0 GROUT All CELLS SOLID d f s r ~. •• �_ 0 I- — , ' `vet fes, 3 1/.2" IIIN114UN , ALL SPACES IN BETWEEN STONES � �, FINISH GRADE �EpRNIA �q CONCRETE QED SHALL BE DRY PACKED WITH 5 PARTS COOK. SLAB 90XCOMPACTED SUBGRAOE AM 1 M SgNOdC9� SAND AND 1 PART PORTLAND CEMENT. KEN OK OTO & ASSOCIATES, NC. NOTE' rUirlllf - STRUCTURAL ENGINEER! 1.COBBLESTONFS: J�IAY. 18" �� 14111. 9" •:• '� ,�: =-•2 14 REBAR cONt. " 233 �, .• j ,,, LIC. N0. 1 = �: ,r_I_ !•! GRADE. 0 p ;1111 Gyfi'� :�: Jr� c l ISG o 2.33% OF ALL ROC Q 0 0 �: �_ .C�N >'o - w cc 121 _ I?AZ� 614 s �+I'�• TI L.� T it O. o �►� 6X DF CAL%F���\� COBBLESTONE PARKWAY - �- ,�� �,„' R E V I S I O N S FOR CITY USE OILY 1167 I7.S OLS r DATE DESCRIPTION APPROVED INITIAL DATE �•,p _ b�4- STREET ATER/ wE w ' !�G• .">� GRD a DRAIN TRAFFIC 12 �� TILE ROOF 3�.o �'a =- �o L v [�N FINAL CHECK R/w `. ��G�Si—- AS CONST. 5 \ 4X4 @ 24” O.C. -! - \ 1IJ- � C7fo• ,�� ..�_ Imo rt/�- b� S�>4N "�'" �- _ � ��[_ - 6X8 HIP RAFTER _ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE k Gtr#�� k $ `"_ �f / A -1 r.�5.� g2 �.S /_ *•/ r LAND CONCE10,k LM - DA �_' �� — = - x I �'b X i ZS _ �'' l-.f �• I „� �- �-,C� "�" X g -j•- 1 G�SJC Z 7LI.p, 5 INITIAL TE DRAWN 11 0 ATA CA�pB CHECKED 12" -iZ.I vI�'� c�>� (�� /�=lC. / �� I` ^ �k IZ- �. 1 �� NAIVE /�nus,.(nI>st>rw1 DATE TYP LICENSE NUMBER FILE 1 SLUMPSTONE COLUMN (� ` ��P) - l� � - 'rr" z ���a• ;� � -✓ CITY OF RANCHO CUCAMONGA ' FINISH SURFACE �r I�joo �" S�.� 7 1 3�� Y 0 � ; 1 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION C E VARIES 1 1 ')C I o � / I" � PROJECT NAME 00 SEE PLAN losx v :3t� 11AILLIK EN PARK T1s -_ ) °►1 _ y r-34 9' C �4 Z X(2 I(1�i �i SHEET TITLE P CONCRETERETAINING WALL PAVING CONDITION VARIES '' I ��C �•7X I��S—v313��/ 5/vt., ���5 Gales. h wD'1V = I Q. 2 L'+ d>.i = �G.�` (}- Q V ,� — _ CONSTRUCTION DETAILS SEE PLAN �y /L I r 1 3 13�( 12• I .I�'�41 -7 44•SX I2X I•'f'I 9 _ b II A= APPROVED G(�; t "�`� LS- -� l t .S + a q) X 10 4 -_— -t— �' _ ►1413/33 _ tox� �G. D T Al G C TY RV S MANAGER DATE/,o / _ CITY ENGINEER �� :'/t.�io /p �' Sb1 G OT`I NGS` I S�� :� A EO 4 CONCRETE SLAB '� SHEET OF `3� I��S k. k _ / - S4 x I DATE OFFN�AL r l/ / TYPICAL SW/ 6"X6" 10Xn1D W.W.M. , �/1 i_I� 2 __- 4ir-4 APPROVED /7 00 P 0" DRAWING No. s� DATE CITY PLANNER l PROJECT SHEET NO. 13OF o;0 V •i Cy Mrw MMoMn `V • • f' Room*" hM.•• l ' g!r .t `f. .••.,..� 1. �;i.�...w.+:ter. n.w..i.. �.N� �.�. .. "**MOW oN/••• �s 2501-n I -moi O" �-�iCM•IN• /NfM1�• �;�, � *+v ELEVATION ELEVATION • ALL LINES INDICATED SHALL BE WHITE STRIPED - PAINT AVAILABLE FROM LOCH MATERIALS CO. 14929 SLOVER, TAM, EQ. EO• EQ. EQ J4 •. _ • ALL LINES SHALL BE 2" THICK UNLESS OTHERWISE NOTED. • BASKETBALL HOOP TO BE 10' -0" ABOVE FINISH GRADE. Q W ' • BASKETBALL COURT PAVING MATERIAL. ... i:::. r ROYAL BLUE #8G,SUMMER RED #98 :...:5.......... :.: ADOBE TAN N13. -MAILABLE FROM E:...... �:::;::: _� KOCH_MATERIALS CO. 14929 SLOVER, ::::::::::: fONTANA. (114) 829-0505. 1-7 -o " - t i�l. 4' M'N MIN. MIN. � s14t�- �Gf� • 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 f r r , s ; HORIZONTAL LADDER _ BALANCE BEAM 4 r N c• {r LIC, M Im _ a u►� R E V I S 10 N S FOR CITr HUE ONLr DATE DESCRIPTION APPROVED MTIAL DATE STRUT ATER/EEWE tiRD i DRAM - TRAFM FETAL CHPM R/W A=COMT. THESE PLANS WERE PREPARED BY: FOR PWATE WK LAND (� NT1l1L DATE ORA" ~� C1ECttED NAS 1�iMt DATE • LX ENM NUS# F>L.E • C#TY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PRO•ECT NARE TERRA VISTA M PARK r' MEET TITLE CONSTRUCTION LAYOUT IA-a24 oel-f 314 7 9 w MANAi9Eit DATE /Q— / — p Y. CFfy E"o s" rr- !MEET i 9 Of 34 \ : +A oFAaAL t ART11alED ao DRI1Ml/IG NO. �iAq q PROJECT SHEET NO. /I OF a9 IS" NOZZLE . LEGEND iF HALF CIRCLE, 1 .9 G.P.M. AT 4 STIPPLED PATTERN INDICATES AREA REVISED UNDER DELTA 2 • NOTE: REVISION SEE NEW IRRIGATION LAYOUT BELOW � SYMBOL MANUFACTURER MODEL M0. DESCRIPTION NOZZLE RADIUS G.P.M, P.S.I. PATTERN ti ' EVTORO X►-3005, OS NOZZLE, FULL r ONE (1) CALSEMSE 2000-21 - 24 STATION AUTOMATIC O RAID R-70FC-RC 3" R ER CQr. ROTOR POP-UP 16 57•• 11.0 SO full CIRCLE ' ti L1 I R-7OPC-RC 1 II 1 1 1 le S7•• 14.0 SO PART 1 Z /F'-3\ V CIRCLE 4.1 G.P.M. Al 40 I.S.I . FSCIC E SHEET BELOW FOR SPRINKLER CONTROLLER •E-. MOUNTED WITHIN A ..m XP-300P 3" POP-1p STREAM ROTOR 10.0 39 e.6 40 full NTINUATION (TYPICAL). MEYERS: MEUG-I-M COMBINATION ELECTRIC METER AND TI+� � XP-300P 10.0 39•• 1.3 10 HALF CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 VOLT A XP 300P 10.0 39•• 2.1 40 QTR. -♦�� .�,,,�� -��... / .....� 8 u - _ �� 1 POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER ® IF-300► 5.0 29•• 1.1 40 11111 •� SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. •• • EXACT LOCATION TO BE DETERMINED IN THE FIELD BY XP 300P •• 5.0 29 2.2 40 HALF IR 5.0 ?9 1.1 40 QTR. •.. B 1 Et0 �(1 s� LANDSCAPE ARCHITECT AND CITY OF RANCHO CUCAMOMGA 31 -00P 02 22 3.0 40 FULL e • w 15 9 I �� AUTHORIZED REPRESENTATIVE. 3 _00-02 02 22 1.S 40 HALF n S+ ta 01 17 2.4 4400 FULL 1 304-00-02 316-00-OI NOTE: CONTRACTOR TO COORDINATE CONTROLLER g 01 17 1.2 40 HALF 308-00-01 Ol 17 0.6 40 QTR. PROGRAMING M1TN A CAL SENSE REPRESENTATIVE in 304-00-01 1.0 L.A. 33• 1.0 40 AID Q ■ �l / I AND A STAFF MEMBER OF THE CITY MAINTENANCE S7000-K DEPARTMENT g XP-300"P 12" POP-UP STREAM ROTOR Os 29•• 1.1 40 14TRF Z XP-300"P r �" •�► '.;. m 316-12-02 02 22 3.0 40 FULL 1l r 11 W 2 • THIS PROJECT REWIRESLSENSE m 308-12-02 02 2202 22 1.5 40 HALF . ONE CA 0,8 4O Y t rL , (• • 4 MOISTURE SENSOR FOR EVERY FovR (a) la 304-12-02 I ti� ` IRR ID 316-12-01 Ol 17 2.4 40 FULL '• IGATION VALVES, [ G A CALSEMSE 1 m 308-12-01 01 17 1.2 40 HALF MODEL 2000 24 STA REQUIRES 6 MOISTURE O1 17 0.6 10 OTR. gel ,, �. •• O S SENSORS PLACEMENT OF MOISTURE SENSOR 304-12-01 j. • . SHALL BE THE RESPONSIBILITY OF T11E RA 1812-SAM-PRS 12 POP-UP SPRAY HEAD 12F 12 2.6 30 FUII �L Z MANUFACTURER USE ONE MASTER VALVE PER d 1812-SJW-PRS 12H 12 1.3 30 HALF 3 / IY • -d' r a 1 •,+t�"~ G' CONTROLLER FOR INSTALLATION AMC { �_ PURCHASE INFORMATION CONTACT: 1812-SAM-PRS 12Q 12 0.7 30 QTR. LL. _ 1 , 0 1812-SAM-PRS 1FEF+ 10 0.8 3300 HLF RICII MURRAY 1812-SAM-PRS O CALSENSE r 1812-SAM-PRS 100 10 0.4 30 QTR. �' II�N �� �• Q 1 • ! ,° 2075 CORTE DEL NOGAL. SUITE J • 1812-SAM-PRS 8F-FIT 8• 1.6 30 FULL CARLSBAD CALIFORNIA 92009 a 1817-SAM-PRS 8H-FLT 8' 0.8 30 HALF (�•" R �'� N N N n I„ 1 � i I Lu (7 1 4) 458 0121 Cr 1812-SAM-PRS 8Q-f l( 8• 0.4 30 QTR. Y 1812-SAM-PRS ISSST 4X30 1.2 30 SLOE STRIP �' !r t 1812-SAM-PRS 15EST 4X15 3.6 30 ENO STRIP 2• 'M \ X27 (• 4. J WATER PRESSURE INFORMATION OBTAINED 1K 1806-SAM-DRS 6' POP-UP SPRAY HEAD 15f LS 3.7 30 FULL pT v FROM JOHN KNAPP AT THE CLICN40UGA `i 1806-SAM-PRS 15H 15 1.9 30 HALF unitI• - ,j(M' 44 _ ' w J COUNTY (ECMO) MAZER 0[STRICT ON 4 1806-SAM-PRS IST 15 1.2 30 THIRD ' „ 4' rZ• � ,. "ire � 150 13 0.9 30 QTR. � 11-09-89. (111) 981-2591 � 1806-SAN-PRS (. - _� 7/4,. ka �j . J >♦ 1806-SAM-DRS 12F 12 2.6 30 FULL M « rS 1806-SAM-PRS 12H 12 1.3 30 HALF l�_SM_PRS 12T 12 0.9 30 THIRD *•e 7P1/ � ��� � �- \ r, �IYI' I� � MAIN PRESSURE SUPPLY LINE SIIOMN R 1806-SAM-PRS 12Q 12 0.7 30 QTR. j• Z 9 ', UNDER COBBLESTONE FOR CLARITY o 1806-SM-PRS 120 10 1.6 30 FULL I V Z PURPOSES ONLY. INSTALL IN Crj 14LM� .• - + j!' PLANTING AREAS WITHOUT u 1806-SAM PRS ION-LA IO 0.8 30 HALF M"I � EXCEPTION. 1 _S_PRS 101-LA 10 O.S 30 THIRO n (. •r` N' ,22.x, .� ID 1806-SAM-PRS 100-LA 10 0.1 30 OTR. 7 ZLF 1 I7 S .� O 1806 SAAN-PRS 8f-F LT 8: 0.8 30 1.6 30 FULL 1 I • J o'4+' 1806-SAM-PRS 8T-FLT 8• 0.3 30 THIRD y 3 ' ?'• ¢ • 1906-SA,4-PRS 80-FLT 8• 0.4 30 OTR. II8 I aJ /57\ r) s 1806-SAIL-PRS II 15SST 1X30 1.2 30 SIDE STRIP ► p 1806-SAM-PRS L ISEST 4X15 0.6 30 ENO STRIP ALL TORO XP-300 AND 300 SERIES ON 'E' WHEN VERTICAL OUSTkUCTIO11S (FIRE ,'YURANTS, STREE ' � CONTROLLER TO OPERATE ON 35 P.S.!. IN LIGH%, TREES, ETC, ) INTERFERE WITH 111E SPRAY PAITLR14 ` G2 u Sic LIEU OF WHAT IS SHOWN ON LEGEND. Of THE SPRINKLER HEADS AS TO PREVE14T PROPEL? COVERAI,E , j 2 REDUCE; PRESSURL BACKFLOW PREvENTER. UISEIISE 2000 STEEL NEL )NSI SPRINKLER COMT�OFACI IBI. S ON A NrORASAFE STAINLESS r STEEL PANEL INSIDE PARK RESTROOM FACILITY. SIZE NOTED. SEE DETAIL 40. ELLE IRRIGATIN CONTRACTOR SHALL IItLU ADJUST THE O 2. SPRINKLERSYSTEM BY INSTALLI•IG A QUARTER CIRCLE Uk U`y (�" W 3!K \ HALF CIRCLE SPRINKLER HEAD Ou EACH SLUE OF Tilt _ m - t �T ® CALSEMSE 2000-21 SERIES AUTOMATIC SPRINKLER CON LER MOUNTED WITHIN MYERS APPROXIMATE LOCATION Of EXISTING OBSTRUCTION SO AS TO PROVIDE PROPEu COVERAGE . AL . .I // '' N )A A • MOOEI MEIN; 0/I. REFER TO SHEETOf 11, NOTEg AND SHEET$� IRRIGATION HEADS IS PER INFORMATION ADJUSTMENTS SHALL BE MADE AT NO AUDI T IDVAL COST T( - - Z _�b I ~ DERIVED FROM WEST GREENWAY /ARK. THE OWNER. (TJPICAL) • . . GJ ri RAIIMIIRD 'EFA-V-M' SERIES NOTED - CONTROL VALVE WITH CHAMPION 300 BOXES SERIES WITH LO ANG P VALVE (L *� )+� -•-� � - SIZE NOTED - INSTALL INSIDE CIRISTT CONCRETE BO7LES WITH LOCtING PLASTIC DRAWING /1400-L AND TRACT 13298 • SMEET No. 3 OF 12. CONTRACTOR TO SCALE 1f1:30'-O" OvY'. -- _ • 1T LIDS. SEE DETAIL NO.tj VERIFY EXACT LOCATION AND RADII Of I/ • EXISTING HEADS AND MAKE ANY � " 0 RAINSIRO 3J-DIRE QUICK COUPLING VALUE IM GREEIRMY ONLY - 3/4' SEE DETAIL NO. 7 • ISO L.F. F X� ��''®�� +mme O.C. "Al Z - �[ to NECESSARY ADJUSTMENTS IM THE FIELD Tei, I 3S• - s 0 RAIMBIRD 44-OLRC QUICK COUPLING VALVE WITH LOCKING RUBBER COYER - SHRUB AREAS ONLY - SEE 10 ACHIEVE HEAD 10 HEAD COVERAGE AT / f I� I �n y'7r �„ DETAIL 00.89• ISO L.F. O.C. RU IN PARK AREA ONLY MO EXTRA COST TO THE GINNER. © � LU Y %' WILKINS SA6-R► REDUCED PRESSURE TYLE eACKfL011 ►RErEMTER - 3' AND lARifR - SEE DETAIL N0. PRESSURE CALCULATIONS F3 ALL NEW ELECTRIC REMOTE CONTROL VALVES SHALL M ,_J Z M Z` / BE INSTALLED FOR THE STATIONS THAT ARE TO BE J , '� - a� I - - O FEKO els-Y-er REDUCED PRESSURE TYPE W4XFLOW•►REVERTER - Y AND SMALLER - SEE DETAIL .,,..... �r„r REVISED AND ALL THE EXISTING VALVES REMOVED i u SHALL BE SALVAGED TO THE CITYS'MAINTENANCE FACILITY. --_ T- , H NISCO T-113 SERIES GTE VALVE WITH BRONZE MNEEL AMBLE - LIME SIZE - SEE DETAIL No.2z . .eRa rn" 0 •:rr 1- 4M ,1 °' MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR AMOUNT AND LOCATION - SEE ....�. ,.0 - t• r � ., , ,, IIS F' DETAIL NO.af. �M �•• � . ,., r.•3] . u P •.1 N , 0 DATA INDUSTRIAL 210 FLOW SENSOR I ...P. ..�,� R>u n 1 ui• 1�� !9 HUARDIE 102-N.O MASTER rI►LrE - PROVIDE ANY RELAYS AND WIRING REQUIRED FOR AUTOMATIC 1 - OPERATION BY ANYONE OR ALL CONTROLLERS. (SIZE NOTED) SEE DETAIL 00. MMt • r.e... r.•.1. ♦/ O .�� ,� � COSTAHfCO FACTORY ►REI[►ED AND PREWIRED IRRIGATION BOOSTER ►t!r ASSEMBLY MOUNTED ON MAIN PRESSURE SUPPLY LINE SIIONN 7��'� • STEEL SXIO BASE IN IRRIGATION EQUIPWAT ENCLOSURE - SEE IRRIGATION NOTES Btit - MOR CONTINUATION OF MAIN // O FOR CONTINUATION Of MAIN PRESSURE UNDER COBBLESTONE FOR CLARITY AND SPECIFICATIONS FOR ADDITIONAL INFORMATION SEE DETAIL No. i• refs urm L■ PRESSURE SUPPLY LINE, REFER TO ♦j/ SUPPLY LINE, REFER TO TERRA-VISTA PURPOSES ONLY INSTALL IN e > � � 7 r TERRA VISTA TRACT NO. 13275 / EAST GREENWAY CORRIDOR DRAWING PLANTING AREAS WITHOUT 04 KING BRAS. 'KCS• SERIES SWING CHECK VALVE - LINE SIZE Ao' STUB OUT MAIN PRESSURE SUPPLY //j STUB OUT MAIN PRESSURE EXCEPTION ero ✓I9 E2 i' son '4R •' LINE AS PER DETAIL NO. 18 /j �U66CY LINE AS PER DETAIL N0. IS . T. Term �" L, I/� I R --- BURIED PRESSURE MAIN LINE PIPING - IVC CLASS 31S FOR SIZES 2' AND LARGER AND PVC SCHEDULE 40 FOR SIZES It' // 9/ O AND SMALLER - SIZE NOTED 1• NLa Ls tar. I-A // BURIED NONPRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED / NOTE: THIS IRRIGATION SYSTEM -=mss PIPE SLEEVE FOR IRRIGATION rl►1NG INSTALLED (RIDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED I'•"M"i rvs ''" / I � IS BASED UPON A MINIMUM OF 3" POINT OF CONNECTION - CONNECT TO NEM 2" TURBINE r�• ♦ �. WATFR METER FOR IRRIGATION. THE CONTRACTOR ---- IRRIGATION CONTROL WIRE CONDUIT INSTALLED UIIOER ROADWAY - ►rC SCHEDULE 40 - SIZE NOTED ►n'rns Le" (1111 is +� I: WATER PER WEEK APPLIED FOR 8 SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS I-OR ---- ■u.ef:e. aMersr tr►an a_is 4/ F4 �' ♦ �. HOURS A NIGHT / 6 DAYS A THE I INSTALLATION OF NEW WATER METER. CONTACT +efu �� rams. IML I 3+`�4* W.EK, BETWEEN 9:00 PM ANJ THE CUCA14ONGA COUNTY, (CCWD) HATER DISTRICT AT (�INDICATES FLOW IM G.I.M. FOR ELECTRIC CONTROL VALVES nRrrsRr rralr At or" u L I Ik," \ 5 00 AM. (714) 987-2591 FOR COSTS AND INSTALLATION 1 INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER PROCEDURES. EXISTING WATER PRESSURE: 64.0 P.S.I. INDICATES ELECTRIC CONTROL rI►lrE SIZE M. �� •�**�- 1�s-sefl - � „ ♦VI 42 SYSTEM DESIGN PRESSURE: 49.1 P.S.I. PEAK IRRIGATION DEMAND: 57.0 G.P.M. �r • ■ ♦/ SEE CHART FOR PRESSURE COMPENSATING SCREEN *PCS." ROTOR SPRINKLERS FOR HEAD TO HEAD COVERAGE. r�ssrec m� ��' 'r`` I8 r � � ADJUST RADIUS OF GEAR DR I V EJI. PISTON DRIVEN.E EJW �" �0r�m` 1 „ PRESSURE CALCULATIONS E-6 PCS NOZZLE SCREEN SELECTION GUIDE "• DELETE MS FEATURE ON All ELECTRIC VALVES ON •E', •F', •6' CONTROLLERS. PRESSURE CALCULATIONS �i S !• T i' N Y,„ t . PCS-G2( �l S-'jJf, PLS-041, PL 5-'J60 I' Pr S-l C5 PC S-17, . • // 4 0.2 J G.4 L.0 O.y 1 .15 1. 75 1' ( �6 �■ / SIL[ 2' S:LVI1 Uuf1';E ULA!K N,1! E (,uEEy YEL'.UN ' J MATER METER / NOTE: � / .� � • • M.G.L. 1411 1 .1.' ;✓„A1 1 :1ul- [ Ulm. 3 •8 N f 1 - 11,E , 4 1 �!. + r _ , 1O SEE AREA ABOVE FOR \ ELEVATION 126] J, \ •�. CONTINUATION (TYPICAL). , \ 148 X.a]] Na.O ►.S, I 4 S 4 n • REMOTE CONTROL VALVE E-6 SIZE 1-112' ✓, '',✓ E 1!;ADS, ;'E ! " E S', AN 1 ,�I� E'� UI' F•I l,',k _ VEt'AL � �� RAUIUS WHERE APPLICABLE, INSTALL ALL SPRINKLER NAXIMVM DEMAND 32 G.P.N. „ , i',E', T,,C ALTUR Hl,; I 1!!111 SPRINKLED HEAT 'I' ii I AI'. UI11U . PGS IQRIGgTION REVISED PER ADDITION OF RET. KALI. 1 IlA1NBIRD/812-SAM-PR8,12•POP-UP f♦ HEADS BETWEEN RETAINING WALL AT TOP Of �•J:.•�'E COFivC�;',1.! ;• . F'EEI� FLT ' ,11�, ^LICA I P,UIUS CON1aUl . F l Ir 1 'rf'i Erl ON CHAk1 Q �0 1 SPAY HEAD WITH 1S. AND 15H SLOPE (TYPICAL). ELEVATION 12SA n,t( �E ;UI'. APPI��)P (;r ,[ (A, I is. PER TR 1',y'326 D P `� '1 NOZZLE 115'; 3.8 GPM AND 1.8 � 1 r1M[ssuRE • R.c.v. 66_0 r.s.I. CITY • .- 'K t p.S.I. DESCRIPTION OF REVISION GATE O.►.M.® 30 PSI). TION) USE A��Ro�nEr: ' 0 FOR BID (CONSTRUC �. . _ 2• NATER METER 0.4 CITY OF RANCHO CUCAMONGA - % E'^ �� l\\ 2• R.P. BACKFLOW DEVICE [.l �►3y �.(`�j 16 Ei2 tl =-112- SATE ALV[ 0.1 ' � TERRA VISTA 1.. 2' MASTER VALVE 1.0 D �. 1 Y E15 25 ` -- ►Kiss. Ric. (FALL-BFI) -- EAST MMIMAY CONNECTION Ali 25 EI) E1.3 14 I • 2-112' MAIN LINE LOSS 1.6 „ ► _ IRRIGATION PLAN 1�0. 6I 42 �g E1 30 ( I 1-112• REMOTE coMrrROL VALVE t.s '� r I� LATERAL LIN[ 2.2 ,- j PITTING [Ass (104) D.4 LEWIS HOMES SCALE 1 ":309-0* � , _ - �' I" ELEVATION CHANCE (GAIN) <0_f> MI I �\ 1 /62f-lo f �^ • 1" - Iy4. .• _ �. ,1 ® i . • l h^ 1�• APPROVED 8Y: DATE- ° „ G I ' (, (• TO'N'AL SYSTEM [Assts 14.0 � +� t= !� ) � -! �- •.; • �Aq . CITY ENGINEER -NI� � R.C.E. NO.Y4i7 PRESSURE REQUIRED AT HLAD: 35.0 ,� C� 1• ` • • y �• „1 (I'�` �' �L+• I' 11 r TOTAL PRESSURE REQUIRED: 42.o .I..J. []a A 1' W DESIGN I 7 'LAND'/ ND' L11J RECOu1M�NDED Z d 11 r S 1111`M LJ Pagano, Inc. �►�• r• \w P[� STATIC PRESSURL AVAILABLE: 64.0 IRRIGATION CONSULTANTS �( r; wL I __ 4705 E. CHAPMAN AVE * I DRAWN ' � SHEET �b. Z„ RIdG. PRESSURE AVAILABLE (PRL-SET): ORANGE • CALIFORNIA 92669 • , ��� (ASM 20 3� 2Y� �, ,• IV �4 y RESIDUAL NATER PRESSURE: 15.0 lV �� y2. 2 z x� (71a1 77T 9200 '� 04)2UF4= f�!(T14)152- I CITY RESIDUAL WATER ' ! C?•'•" CHECKED � h•�1 „ 2'� , PRESSURE REQVEST[D: 15-20 r.s.I. ORA1M1^IG NO ,,, RCE NO DATE FILE NO_ - PROJECT SHEET NOB /SOFo9 • 2 ' 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, , ,. \j V 1 x MEYERS : ROUND CONC. VALVE BOX AND COVER MEUG-I-M 285 ENCLOSURE tiOTE : MARKED Q.C.V. "CHRISTY" FL8 BOX ELECTRIC METER AND FL8D LID (OR EQUAL) . I,,ISTALL BACKFLOW PREVENTER AS REQUIRED BY CUCAMONGA COUNTY WATER DISTRICT (C.C.W.D. ) I SLI? BASE SOCKETOVER EVO Of w(RES COLOR CODED MAP FOR VALVE a' 0,JTRACTOR SHALL VERIFY LOCAL REOUIREMENTS PRIOR �O -.1STALL.AT ION. LOCATION INSIDE (PER. SPEC'S. ) FINISH GRADE r CN3��tSE 200o CO>tttROLL�� I l l ��I��II' I � _ I QUICK COUPLER VALVE , SEE PLAN STEP t �� _�� '- _ BACKFLOW PREVENTER J AND LEGEND I `-STRIP WIRES APPROX. 5/9•' FROM ENOS-TWIST TOGETmE4 L -� 120 VOLT WIRE IN RIGID STEEL !� - -- I_FGFr!D 7 IIIJI APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL - CONDUIT (PER LOCAL CODE) 111 DRABS NIPPLE , CAVITY WITH SEALER LENGTH AS REQUIRED - - ON-OFF SWITCH AND Ito VOLT EXTERIOR OUTLET TO BE PROVIDED BY ,O I . FLANGED 90 DEG. ELL. ( TYP. ) --� 6" FEIN DEPTH CLEAN PEA GRAVEL Y STEP 2 --- (- LOCK NUT NUTORT . -- ��� 2. PIPE SUPPORT. '� � �� LO � < BRASS STREET ELL , TYPICAL LPUT CRIMP SLEEVE OVER WIRE ENOS-CRIMP SLEEVE FINISH I� corra+oN WIRE/CONTROL WIRES IN )" -- - 3- 12" x 12" x 4" CONCRETE BASE . AND CUT OFF EXCESS WIRE GRADE L_ SCH. 80 PVC CONDUIT f ♦ BRICK STABILIZER, TYPICAL B" 2' X l' X 4" CONCRETE FOOTING Q v. 18 x IS x 18" CONCRETE THRUST BI r -- PULL BASE SOCKET O'IER ENO AS FAR AS POSSIBILE MIN. 2 INSTALL A MINIMUM OF 3 ABOVE BRASS NIPPLE 6" MIN. LENGTH STEP 3 _ - ca GRADE AND SLOPE TOP TO DRAIN _ 5. CAST IRON FLANGED SPOOL . ( TVP. ) PVC SCH 40 TEE OR ELL IIr�+ I ll, �'_ I - AT A MINIMUM OF 2Z _ •• I� 6. ADAPT I NLE T AND OUTLET F I T T I NGS C - L- PUSH SEALING PLUG INTO BASE SOCKET TO MAIN LINE AS REQUIRED. PVC MAIN LINE D T N F A$ SOCKET T A -_- I OF 14 DIRECT BURIAL FIRING TO _ 4 3 PUSH WIRES 0 E LO 0 BASE0 ASSURE } DEPTH AS REQUIRED COMPLETE SEALI`IG OF CONVECTION - � VALVES: BUNDLE AND TAPE EVERY / , •'Y" STRAINER w/60 MESH MONEL STEP a }-# 15 FT. D.C. WITHIN MAIN / •• SCREEN. REFER TO DETAIL NO. O 8. CHAMPION "HB" HOSE BIB WITH RAINSIRD SNAP-TITS WIRE CONNECTOR 4. NOTES: 4 CHAMPION "HVB - III " HOSE ,�,; 818 VACUUM BREAKER. 36" MIN. LENGTH #4 REBAR STABILIZER, ATTACH W/ TWO (2) 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES Q 6 9. FINISH GRADE. STAINLESS STEEL BANDS WIRE C 0 N N C T 0 R LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCIIO FINISH: 2 COATS SEMI-GLOSS ENAMELCOIOR PER CITY a. 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. ,r ). NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AHD REMOTE CONTROI. 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 WERE (COLOR: ORANCE) TO FARTHEST RCV - FOR FUTURE USE. IN BOX PED. MOUNT AREAS ' QUICK COUPLING VALVE / IN TURF AREAS/.Age ,p, a ,B, WIRE CONNECTOR '' AUTOMATIC CONTROLLER GREENWAY ONLY '� BACKFLOW PREVENTER - 3N .AND LARGER 5 AMETEK OR EQUAL PLASTIC VALVE BOX ROUND CONC. VALVE BOX AND COVER WITH HINGED GREEN LOCKING COVER MARKED "IRRIGATION GATE BURNISHED REMOTE CONTROL VALVE ON �� „ LID CHRISTY FL8 BOX AND FL8D LID (OR EQUAL) . TO SPRINKLER ANGLE PIP( TO LEGEND = I RAIN BIRD 44 OLRCWIT14 YELLOW STRUCTURE OR ,+ a�N aa��C SPECIFIED DEPTH WITH AS' ELLS 8 I . MOISTURE SENSOR CONTROLLER. Y 3" IN �LayT 3c^ r XN �0 rYt PALE AOAITOR W/ MASTER VALVE BY-PASS. RUBBER CAP - SUPPLY ONE KIY HARDSCAPING ` S F:N:SH ,,RADE PER 12 QCV'S 14CLUDIRC HOST a SWIVELS. i SCH 10 IVt U11C11 2. 120 VOLT WIRE IN CONDUIT W/ ON-OFF SWITCH. FINISH GRAD 9 - INSTALL IN _ PLANTER BED ONLY 18" Maxiw� i�lt��'� �= �II!il� � I - iRASS NIr+IE r ILII ,, 3. 3" P.V.C. CONDUIT. CAL scNsf 10 IN 1A11N AREAS �' CONNECTORS p: � ; 4. FLOOR. j _ ELECTRIC CONTROL VANE S. JUNCTION BOX. 3' IN PlAN1 tEDS o I f I = ` z `�� �f1111 �I FINISH GRAM 2 6. CONTROL WIRE TO ELECTRICAL - © STAINLESS STEEL CO ri BRASS NIPPLE SCREW CLAMP f _"' _ VALVES. _ '00, 3 5 W BRASS 90' ELL �x i;�!��� 7. FINISH GRADE. MINIMUM O) PLACES PIG TAIL EXPANSION V� BRASS 90 STREET �I'll!�� BRA$$ GATE VALVE � � 1001 (MIN. 21' MONO) BMSS NIPPLE • 6' LONG /4 REBAR STAKE _ zx Buss 90' STREET ELL (24" LONG) WITH BRONZE HANDWHEEL - - 8. WALL. e - IRrASS ANGLE GLO/E - VALVE w/UNION t � 9. TERMINAL STRIP. -FUN � , w _ IRASS NIPPLE PLl E T a I ' '• ` " " o o 10. HYDRO-SAFE MODEL HS-I BACKBOARD. z Eli i� o,.�oa,a ,ec�.,�o, a� �• �'ti►' `= 3/4 ' WASHED CRUSHED -. . ,f •� o� o° 0�! • a 111` AGGREGATE A ! C MOUNT TO WALL W/ APPROVED A HARDWARE. 'fillo o c , . I BASE 1 V /1' WAS CRUSHED AGGREGATE I I I ..,• • .• 1 1 . 3" CONDUIT OUTLET BODY. APPLETON - -- 'UNILET' OR EQUAL. rt!i �111J� I ` SCH 80 PVC NIPPLE SCH 40 PVC MALE ADAPTORS e--CONTROL 1 COMMON MIRES 12. BORED HOLE. CONDUIT SEALED TO � 8 WALL. PRESSURE SUPPLY NOTE: INSTALL ALL WIRING PER LOCAL LINE FITTING a SCH 40 PVC S.Ss? TEE PRESSURE SUPPLY LINE CODE. �-- PRISSURE SUPPLY LINT -NOTE: NOTE: 1. 'INSTALL CONTROL VALVES A MININUN OF 12' FROM STRUCTURES OR MARDSCAPING. I . PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. INSTALL rALYES 11 PLANT ZEDS VNEREVER MSSIILE NEXT TO SIQEWALKS. WALL MOUNT I. PLACE VALVE 101 AT RLWI ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AW(GATE PRIOR TO INSTAIU►TION OF VALVE 101. AUTOMATIC CONTROLLER PARK ONLY 5. SEE DETAIL NO. 10 SHEET 20 FOR MOISTURE SENSOR INSTALLATION REQUIREMENTS R E V 1 S 110 N S FOR CRY DISE ONLY WITH METAL STAKE DATE DESCRIPT*N PPROVE0 MTIAL DATE A fs QUICK COUPLING VALVE / IN SHRUB AREAS/AREA 'C' x GATE VALVE REMOTE CONTROL VALVE ATTEER/SEWE Gm a OR" TRAFFIC FWAL C*IEC:K GENERAL IRRIGATION NOTES R"" AS CONST. 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 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 'AS BUILT' DRAWINGS, WHICH SHALL BE THESE PLANS WERE PREPARED BY: FOR P WATE USE AREAS AS NECESSARY. RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. 77TAND L��, LTQ MTIIIL DATE 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 !LEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF 16. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE •\ Ads OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT OF #14 DIRECT BURIAL TYPE. USE BLACK INSULATED WIRE FOR PILOT AND RADIUS FOR THE AREA TO BE COVERED: ADJUST ALL NOZZLES TO ELIMINATE (1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP a ��ED EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVES FLOW SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO �� - DATE 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. ADDITIONAL COST TO THE OWNER. d d. Pagano LN�NM Nu R FILE REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL 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 IRRIGATION CONSULTANT CITY OF RANCHO CUCAMONGA THE OWNER. 12" MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE. ALL PIPE U14DER OF ON SITE INSPECTIONS WITH THE CITY OF RANCHO CUCAMONGA, TO BE los WEST FOURTH STREET PAVED AREA IS TO BE INSTALLED IN A PVC SCH 40 SLEEVE. SLEEVE SCHEDULED AT THE FOLLOWING STAGES OF THE INSTALLATION: SANTA ANA CALIFORNIA 52701 COMMUNITY SERVICES DEPARTMENT: PARKS DI`/ISION 3. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL. (714) 536-2a6a CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND o INITIAL PRE-JOB MEETING WITH THE OWNER AND LANDSCAPE PRo.ECT NA�1E TERRA VISTA COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND ARCHITECT. MIL LIK E N PARK COVER AREAS WHENEVER POSSIBLE AND WIT':IN 18" OF THE HARDSCAPE. ALL ��111A 4. THE SYSTEM IS DESIGNED FOR THE MINIMUM -OPERATING PRESSURE AS SHOWN QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IW A o PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF �` BEET TTTL.E AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER 8" DIA. GREEN PLASTIC VALVE BOX. TRENCHES. r0 a� "L ��` IRRIGATION DETAILS MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE 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 PR1OR TO PLANT INSTALLATION. �Oa AP�ROV INSTALLATION. MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND c, LX 00 1283 COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. o FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED 8 •� vj�► 319 7 5. THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVE14TOR FOR VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE 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 PLANS AND SPECIFICATIONS. er 1I�,',"�'T1E Y S MANA " DATE /p-/y_ o D qTY ENdNEEP CITY AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. 6"�_ � D s�T of 3 4 .t; NOTE: � � � 1. LOCATE HEAD 6" FROM WALKS. CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, AND EDGE OF LAWN. )k1. EOUIrKNT to K INSTALLED At A MINIMUM Of 24• FROM ANT STRUCTURE$ OR NOTE: Z. ALL 001ta01rM0 ►ssPSlt SMALLRECPIrE (:) coArs OF eco ►NIKA 410 (I) ca2. LOCATE HEAD 12" FROM ALL STRUCTURES. I.car 2.LOCATE HEAD 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND (It[RIOR ENAM(L - cola AS StLECTEO IT LANOSCAPt ARCHITECT. EDGE OF LAWN. 3. USE TEFLON TAPE ON ALL MALE THREADS. I. WHEN UNIT Is KEIT TO A $TAUCTURC (It. VALL, IUIL11I114, (TC.) M"T TEST COCKS CII OPEN OR NON-ITRUCTURC SIDE. 2. LOCATE HEAD 6" FROM ALL STRUCTURES. LINE SIZED BRASS ...................r---1KvlOW ►NEVENTOR ASSEMBLY 3. USE TEFLON TAPE ON ALL MALE THREADS. I ;. � e GATE VALVE i BRASS NIPPLE tr►IUl N) PLACES POP-UP TURF NROTOR 4. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS (INSTALL F BELOW FINISH GRADE) _ ;; j°i^I _ 11 PER THE IRRIGATION PLAN. $KASS 90• ELL - TYPICAL (2) ►MALES �� , FINISH GRADE i— FLUSH N SEED POP-UP TURF HEAD Z 1,'?', PASS NIPPLE 1/2" IN S00 •- CLEAN BACKFILL - SEE SPECS. FOR MATERIAL. 90% COWACTION REQUIRED FINISH GRADE I;; Itp BRASS WYE STRAINER WITH 40 MESH � � � � I 1 I BRASS UN I O "CL SCREEN 4 THICK : 12- VIDE CONCRETE PAD �.. � e (1IN41N PARIES PER MANUFACTURER) — II '— ' s 12 SLOPE TO OIIAIN AT MINIMUM 21 � � � ' -�--" �" I� -� ---•— NON-PRESSURE LATERAL LINE: SCH. 40 FROM WATER souRlE FINISH uuo( M � = � �� 9 SNAKE PIPE IN TRENCH �J Z e,mo It I�� 1 -STI M PASS NIPPLE TYPICAL 'MARLEX 90' STREET ELL SCH 80 PVC NIPPLE �I t' + ►-,--- �r'` (:) SNIP: PRESSURE SUPPLY LIME: SCH. 40/CL.315 EP _ _ (MINIMUM 4" LONG) — _ lY.lt•><IYCONCRETE = SCH 80 PVC NIPPLE SNAKE PIPE IN TRENCH so: COM►ACI101 _ - SCH 80 PVC NIPPLE " `. R[Oul EO 111 THRUST $LOCKS - TYPICAL ° 'YP;CAL (2) PLACES SCH 40 PVC TxT 90° ELL f1 , Telt '�" •-" 4 -£a�4 MARLEX 90 STREET ELL (MINIMUM 3" LONG) Y� y (t) FLACKS — : I� �, q ILEI9Io SCM 40 PVC �t "ORATORS SCH 80 PVC NIPPLE PROVIDE 2" OF CLEAN BACKFILL �o TYPICAL (t) PLActs j. (6" LONG) SCH 40 PVC TxT 90° ELL ro srsn�s c CONTROL WIRES - BUNDLE AND TAPE 12' TYPICAL o ' ��---► AT 15" O.C. AND INSTALL ADJACENT i ✓ T:,, IAM DO• ELL • TYPICAL TO PRESSURE SUPPLY LINE NON-PRESSURE LATERAL LINE 6 FITTING MARLEX 90• STREET ELL MARLEX 90° ELL NON-PRESSURE LATERAL LINE 8 FITTING •, BACKFLOW PREVENTOR - 2" AND SMALLER '"�3 POP-UP SPRAY HEAD POP-UP TURF ROTOR TRENCHING t � � u • SEE SHEET 8 FOR ENCLOSURE ry' 1/2• ABOVE FINISH GRADE I; OIRRIGATION PRESSURE MAIN LINE PIPING MI-POP SHRUB HEAD TO IRRIGATION SYSTEM y a t G PVC MALE ADAPTER FINISH GRADE COMMON WIRE— �VALVES -- — 1• a — , � 4" FLANGED CAST IRON 90 ELL I 'SWAP-TITE' 4O 4" CAST IRON FLANGED SPOOL t i1� "'^" w ELECTRICAL CONTROL (LENGTH AS REQUIRED) CONNECTORS WIRES !JS 4" X 21'• FLANGED REDUCER CALSENSE © FLANGED TEE* u 0 PRESSURE GAUGE* it '— +— WATER FLOW IN �� a BY-PASS* 4 — COMMON WIRE SENSOR r ! - 9O BUTTERFLY VALVE• I I I 1D z M o o M I CONTROL- 0 ONTROL • • • • • • 4" CAST IRON COMPANION FLANGE 5 p 10 C S 10 COM IO l GE � 8 I CONTROL WIRE MASTER FLOW BACK-FLOW WATER 101 BOOSTER PUMP AND MOTOR* , l I NON-PRESSURE LATERAL x v�vE ' BURY WITHIN �•I SENSOR PREVEHTER METER a Q 4 I(q� q� I ROOT SYSTEM FLANGED 90 ELL* S 18 II �; I LINE B FITTING 2" HARDIE /3' CALSENSE �3" WILKINS �2" 13 PUMP CONTROL PANEL* 4 I I — MARLEX 90' STREET \ O IS I AMY LENGTH ,� 14 CONTROL PANEL SUPPORT- TO tr I I ELL 14 AWG WIRE y 15 SERI THE CONDUIT* TO SENSOR 16 STEEL SKID WITH FOUR 9/16" HOLES* v,wno, pp . •6' • • 11 CONCRETE ANCHOR BOLTS (FOUR RE BRED) ' ou ) --_ � Ic 20 o SCH 40 PVC 90e STREET ELL 18 4" X 3" FLANGED REDUCER v —7 19 FIN 1 SH GRADE 20 EOUIPMENT ENCLOSURE FLOOR MARLEX 9O• STREET ESL 21 IRRIGATION PRESSURE MAIN LINE PIPING SCH 80 PVC NIPPLE - TYPICAL (2) PLACES FROM BACKFLOW PREVENTER ANTI-DRAIN VALVE 22 SHEET METAL ENCLOSURE* NOTE: (NOT REQUIRED ON 1812—SAM—PRS HEADS) CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION SUPPLIED AS A DART OF PRE-PIPED PUMPING SYSTEM - I 1. LOCATE MEAD t• FROM WALKS, CURBS HAROSCAPING MOW STRIP HEADER BOARD AND ' REFER TO DRAWINGS LEGEND AND DETAIL EDGE OF LAWN. ' NO. 4 FOR FURTHER INFORMATION DIAGRAMMATIC ONLY ^ Ap CONK VALVE BOX 2. LOCATE STREAM SPRAYS 6• FROM ALL STRUCTURES, AMC SPRAY MEADS 128 FROM ALL WITH 2-6" EXTENSIONS AND I In TURF AREAS STRUCTURES IN SHRUB AREAS BUT 6• FROM ALL STRUCTURES IN GROUND COVER AREAS. CALSENSE MOISTURE SENSOR FL8D FIBERLITE LOCKING 2• In SHRUB AREAS 3. USE TEFLON TAPE ON All MALE THREADS. - - -- ---- - . COYER, BY CHRISTY OR EQUAL FINISH GRADE ' - R E V 1 S 1 0 N S FOR CITY USE ONLY uFla DATE DESCRIPTION APPROVED M>TIAL DATE ><m EXTEMSICI'( TFIEET CON�� ___�__�� = __I _ - BOOSTER PUMP � '" � HI POP SHRUB SPRAY / STREAM ROTOR �� ATERSE I � 1 _IIIA S PIPE — BLACK DIAMETERS RED l0 PIPE DIAMETERSTRAFM ) M FLOW FMAL CHECK = I I 1 R/W MAIPILItrE ' AS CONST. ( CONCP.ETE VALVE BOX AND LOCKING COVER �. 3" QJ - STENCIL "FUTURE IRRIGATION" IN THESE PLANS WERE PREPARED BY: FOR PRIVATE USE • • YELLOW MINT. EXTENSION PIC-TAIL COMMON WIRE —7 7— LAND L,pj� OSTIAL DATE BRASS GATE VALVE - LINE SIZE 6• MIN. � 0 � o FINISH GRADE TAIPLANTERS WONLY f 41 ,\ CHECKED CAP AND nW East Dear keme ymiM� DRAWHI PEA GRAVEL 1%��CA 927w 17M)2564= FWIM MW DATE e _ NAME �1.[ ,�•..� _n�,./.�/ a ��.t� ucENSE Y+IsRRBER Z• Var - 30• MIN. Z — I V — PCR. 40 PVC CITY OF RANCHO CUCAMONGA _ — PRESSURE SUPPLY LINE COMMUNITY SERVICES DEPARTMENT: PARKS DR./ISION SIZE PER PLAN NOTE TERRA VISTA =Ip „ `— PFUNECT MARE USE 3-INCH FLOW SENSOR AS SHOWN HERE FOR A .� dp 3/4" WASHED CRUSHED MILL_IKEN PARK - �� �� �� �� a �� AGGREGATE BASE IR.:,CATION CONTROLLERS A B , AND L �`�� lA fT TRUE II+� :i — —a :�' SCR. 40 PVC IDLE c- 4(�U III! ADAPTORS s r� �� WL w� (FOGA"nON �AJLS USE l-INCH FLOW SENSOR FOR IRRIGATIOW C014TROLLER SCSLIPDXPSLIPND CAP N WHERE APPLICABLE d d. Pagano Lit no Im _ 3/!7, NOTE: PLACE 3/4" AGGREGATE BEFORE INSTALLING SOX *; IRRIGATION CONSULTANT ------�-�� ' ,0S WEST FOURTH STREET ¢ HTAF[ rCplt#RIJMTV S MAN/4K3ER DATE ��—F 9 �'O D CITY E IMEEP SANTA (AM14)SSS--226 NIA °2", �,, SATE - ' ` SHEET 23 . OF 34 '� CALSENSE FLOW SENSOR INSTALLATION STUB OUT - FOR FUTURE RCV CONNECTION ,� a CAL APPRavEO MW3AL _ /z/00-L DFUWIMa NO. TE o CRY PLAINER PROJECT SHEET NO. 4 OF ;-1 V �� Z - - - . _. I ,�_ - "I, SPRINKLER IRRIGATION SPECIFICATIONS \ PiRT 1 cEusu \� � 1.01 DESCRIPTION . �U� A. Ice" Of work: Provide all labor, materials, transportation, aM S. The chart shall be a blacklist of blue lint ozalid print and D• Brass ►1pf and Ftttings: Q. NisttllantOYs IrrigattOn Equipment 2. Sprtnktir Mads Shall be installed only alter flushing of the terrtctt nhectstary to furnish aha install the Irrigation System •s a different color shall be used to indicate the area of system has been accomplished to tk* Complete satisfactiem of BOOSTER PUMP SPECIFICATIONS :hewn on the Dravings aha described scrota. coverage for tach ttatlOn. 1. where indicated on the Drawings, use red brass screwed pipe 1. Refer to Irrigation Plans fee sizes and tms of the Ctty of Rancho Cucamonga. conforming to femora) SPtcirtcatton Maes-P-]St. mistillaneous trrtgatlOn equtpmtnt. 1.02 M&LITY ASSURANCE L REQUIREMENTS f. whfn completed and approved, the chart shall be hermetically J. Sprinkler Meads: A. MATERIALS AND INSTALLATION sealfd bttrten oro ►,otos of pl•st1c, each piste betNg • !• Fittings shbtl of ►N brass conforming to fedora 2. All miscellaneous Irrigation equipment shall be a Spiclfted 1. 100ster A. ►ermlit and lata: The CeNtracto► shall obtain aha NY Ude emu and Minimum 20 Nits. Specification nae-P-460. or approved put. I. Install the sprinkler heads at designated on the Drawings. prop systtM shall N a 'CdISTANTflO' factory . ail permits aha all NservatlOns as required. Sprinkler Mads to N installed 1n thea stork shall N ga antzod stet) 7. Ti charts shall be completed and approved prier to final E. Copper Ptpe and Fttttngs skid bad and prwlred unit. mounted On a Iv 1. Manwtacturfr's Directions: Manufacturer's directions and detailed Obs•rvattOn of tkf lrrtgattOn system. PART 3 - EXFCMION equly+lent In all respects to thOte ttem,zed. skid bast. drawings shall be /ollewe0 In all casts whew• the manufacturers of 1. Pipe: Typo K. hart tempered articles used to this contract furnish directions covering pwear 0. Operation and Maintenance Manuals: ].O1 OBSERVATION I. Spacing o/ Mads that► not exceed the maxtmstm indicated M 2. Pump shall be end suction cliff coupled or 1n-Ilan t , tke Orawtngs In no cast tAa11 the spacing excisd the bronze fitted ConstructtOn, with bronze impeller and star Not shown is the Drawings and Specifications. !. Ftttings: rrOyght copper, fol0fr joint type maximum recommended by the Ynufatturer, 1. Prepare and deliver to the Clty of Ranch Cecamonga v1tA1s Site CoaditlOns: rings. mtCMnital SNl with mat-rlflft stat, bronZe shaft tan calendar days ri ► slievt, int Cal flan suction and discharge connections, e9u pe ].01 TEIMhORARr REPAIRS and keyed Motor shaft, back pull-out type. C1 Ordinances aha Regulations:h one: All local, municipal and state laws, y prior to completion of construction, two ]. 3otnts shalt ee soldered with stivfr toldfr, aS1 silver, 1S1 eg ged and rYlet and regulations ger*rNINg or r•latlnq to any portion 01 hard Cover binders with tkre• rings containing tAf fOlIOwiNg Copper, 161 zinc, 212 Cadmium, solidus at 1125 . i. and I. All scaled df menstOnf are approximate The Contractor shall Information: ltquldus at 1115 F. check and verify all size dimensions and receive City of In* City reserves the right to maks temporary ro"irs as Necessary to �. Motor shall be opts drip proof type, and shall be this Mart are hereby Incorporated Into and Yde a part 0/ thea: Rancho Cucamon a'S approval prior to rotted/ Specilicatipas, and their provisions shall be carried out by the 9 p 0 nq rlth pork kfep the sprinklor system equipment to Operating condttlon. The COntractor. Mything contained ,n these Specifications shall not a. Indo■ sheet stating Contractor's address and telephone i. W tt Valves: Yndtr tots Section. exercise of this right Dy the Ctty shall not rfttev* the Contractor o1 non-overloading on the full range of the igwllor Curve number, list o/ equipment with same and addresses of his res without use Of the servtct factor. IbtOrs installed be construed to conflict with any et the above rules and � � responsibilities unser the farms of the Guarantee as horses regulations or requirement% of the same. However, when these local manufacturtr'S rtprestntative. 1. Gate valves 3• and smaller shall be 125 lb. SMO bronze gats !. Ea*rcise txtrsme cart In t■cavatlNg ane workin near ixtsting speclltfd. vertically for out use shall be TEfC. Specifications and Drar,Ngs call for or descrtbf matf•ta1t, valve with screw-in bonnet, wrlsing stem and solid wedge ut111ttfs. Contractor shall be r*spontlble for damages to workmanship, or construction of a better quality, higher standard, b. G tatoq and parte sheets on every Material and equipment disc. utilities which are caused by hit operations or neglect. ].05 EXISTING TREES 4, Gauges Shall be 2 1/2' diameter, glycerin! filled, 0-100 e► larger s1z• than It required by tAt above rules and installed under this contract. Check existing utilities drawings for existing utility PSI at suction and 0-200 PSI at discharge. with brass 1/I' !• Gate valves 3' and sinal shall haus tArsade tads aha tha11 locations. Where it is necessaryg to excavate adjacent to existing !rtes, the noodle valve shut-off cocks. regulations. the provisions o/ toes• Specifications and Drawings C, Warantef statement. be equipped with a bronze kandrheel. Contractor shall use all possible care to avoid injury to trots and shall take precedence. ]. Coordinate lnstallatipn Of trrl •tion Matfrlals Inc1v01 9 ng trot roots. Excavation in areas where two (2) Inch and larger roots S. Piping. fittings tag I. Complete operating and maintenance instruction on all ]. W t• valve% ]• and Mailer shall N timllar to those pipe, so there shalt be 19 interference with utilities or occur shall be done b hand. All roots two (2) Inches and larger i•� adn9 and valves shall be flanged units, not 0. Explanation of 0►artNgs: y t1 threaded. All nuts and bolts to be tad land. Shut-off Ma fqutpment. maNYtactured by Ntbco er approved equal. other construction o► difficulty 1n plant/^q frits, shrubs, diameter, except directly to the path of prof or conduct, shall be p - 1. Out to the scall of the Drawings, it it not possible to and ground covers. tunneled under .nd shall of htavtly wrapped with burlap, to prevent valves to be butterfly type, water style, )ug type, drilled fittings. !• In addition to the above mentioned Malnttnanct Manuals, t. All gate valret shall be tnst+llid Qtr installation deta11, and tapped, and capable of remag tnstallid to the indicate all offsets. Nps, slotvts, etc. rA1cn may be scarring or acessive drying. wnfrf a ditcnin macnine is run close to prow tdf the City's Maintenance pf rtonnel with instructions 4. The Contractor.Shall carefully chick all grades to satisfy frets navin r ; piping. system to include a bypass line with butterfly rpulrfd. The Contractor sna11 care/ally investigate the 9 Dots smaller than two (2) inches n diameter, the wall 01 upon y structural and flnlsk•d conditions affecting all of his work Mor major equipment and tow tv10•nco to vrlttng to the Ctty G. Ouick Coupling Valves: Ovlck coupling valves shall hart a brass himself that he may safely proceed be/ore starting work on the trench adjacent to the trot shall be hand trimmed, making Clean of Rancho Cuc a at the conclusion of the project that two-piece body designed for working pressor* of ISO P.S.I. the irrigation system. shut-off valve. Skid haft to have bolt Axles at each and plan his wort accordingly, furnishing such fittings, eft. aasong � fable r1tA 1 cuts through. Roots one (1) loch and larger to diameter snail be Corner for attaClsMtnt to the concrete with Cad plated as may be rfqulrtd to ret such conditions. O►brings orf thea service nos been rendered. opo quick coupler. Key size and typo shall be as shown painttd with two coats of Trot Seat, or equal. Trenches adjacent to anchors. on plant. 3.02 PREPARATION tree should be closed within trent four (21) hours, and where this is generally t1+g►axYtl[ and 1ndltatlrf Of the wort t0 be E. E y1 mat t0 bf fYlnitAed' y installed. The work shall N installed 1n such b woof• as to q Pme M. Backflow ►rtvNtlOn units: A. ►hystcal Layout: not possible, the std* of the trench adjacfnt to the /rte shalt be kept i. Control panel shall be A UL listed Combination starter, shadfd with burlap or canvas.betsystem, NEIN ]R nclosure, door-in-door type, key lotkaD)e n0 avoid conflicts between the Irrigation ty%fi Planting. sad 1. Supply at • part Of skit contract tAt Iollwtng toolt: ea arcktt•cturJl features. 1. Backflow prevention units shall be of size and type indicated I. Prior to installation, the Contractor shall :take out all padlockable, with circuit breaker disconnect, through the p ].06 fIELO Q1AlITY CONTROL w4h a. Two (2) sets of special tools required for removing, an the irrigation drawings. install backflow prevtntlOn P►f%sure supply lents, routing and location of sprinkle► door ON/OFF handle, Magnetic starter with overloads and 2. All wort called for On thf Drawings by notes or details Small disassembling and adjusting each type of sprinkler and units to accordance with the Drawings. heads. A. Ad casement or int System: Maters On all legs. MOA selector switch, 115 volt circuit bt forntth•d and Inttalltd rAttner or not sNclfically vatvf suDplffd on this project. j transformer with circuit breaker disconnoct, control rntlontd to the Specifications. 2. Nyf strainers at bbCkflOr prevention Units shall haw• a 2. All layout shall be approved by City of Rancho Cucamonga t. The Contractor small Huth and Jejust all {prinkltr Afads for terminal strip, a time delay relay 'OFF* to prevent pump It. Two (2) Four foot valve keys for operation of gate bronzed strewed body with 60 mesh monfl screen and shalt be prior to lnstallatlOn. optimum performance and t0 prtvtnt overspray CyCltng of valve stations ]. The CONtr+Ct0/ shall not r/11lolly install Cho irrigation velvet. � t1m11ar to BJiley /1000 Or •pDrpv•d equal. P p ay Onto calks, open and close, and a PUMP START system as shown on the Drawings when it is obvious in the ro•awbyt, and buttdtnq% as Mach •s poss/blf. RELAY <plug-tn module type). B. Mater Supply: f1f10 that ens! ns exist grade Otlferentef or been considered C. Trp (2) k*y% for tato auto$hatic controller. ]. All pressu.e malmlini piping between the point of connection j. II It is Oftermtntd [hat adjustmants to the IrrlgattOn 7. The Contractor shall provide all labor and material for 1n area dimensions exist that might not have bfen consl0ered and the backf)ow preventer shall be installed as required by 1. lrrtgatlOn system shall be connected to water :ugly points Equipment will provide proper and more adequate cove►• e, In t"Ift**rinq. _ Such obstructions or differences should be 9 the Main power to pump panel, also provide for separate 115 brought to tAt attfntlpn 01 the Clt of RanCno Cuc a. In d. One (1) quick coupler key and matching Nose swivel for local code. The Contractor shall verify with the local e1 cannECtlOn as indicated On tn• Oravingf. Contractor tA•11 mak such aljustments prior to planting. volt m+0 y Ganong every five (5) or fraction thereof of each type of quick governing body as to material type and installation Adjustments May also InclNe changes to Nozzle suss and power source to pup panel. When the time clock 1n the event this notification Is not performed, the Contractor Coupling valve 1nttJ1led. p►pCEdures prior to start o/ construction. Submit shoe !. Connections shalt be made at approximate locations as shown degrees o1 art •s rfgvlred. the automatic sprinkler CahtrOiler pant) is energized, the shall assume /U11 respontlN lily for any rfvttlon necessary, drartng for aporr:al. on tn• Drawings. Contrptt0r 1t rtsponttble for minor changes dry Contacts in the pump start relay will Close and allow, 1.03 SUBMITTALS 2. The above mentioned equipment skill be turned over to tke caused by actual site candltiont. 3. Lowering raised sprinkle► heads by the Contractor shall be - power from the panel to food through the dry contacts and City at tot conclusion or the project. Before final 1. Check Velvet: accomplished within tin (10) days after notification by the back to the magnetic starter Cott, thereby entrglzing the A. Material list: observation can occur, evidence that the Donor has received C. Electrical Supp1Y: City Pisp- Yterlal must Oo :Norma to int Ctty o/ Rancho 1:YCamionga. 1. Swing check valves !• and :matter shall be 200 pound N.O.G. 1. Electrics; connections Mor automatic controller shall be Made 1. All sprinkler Afads shall be set perpendicular to finished 8. The Contractor shall De responsible for providing and 1. The Contractor :hall furnish the articles, equipment, bronze construction rtth replaceable coposttlon, neoprene Or N 1.Os PRODUCT DELIVERY, StORAGE ANO NANOIING rubber disc and shalt moot or exceed Federal Specification to tlectrtcal pointe of Conntctlon a% Indicated on the grads: unless othtrvtst dtstgnat•0 on eke OraW,Mf• installing all necessary wiring, relay switches, etc. Yterlal!, or precf%nes tPtclf,N by mar 1n the Drartngs and lot-V-SiD, Class A, Typt IV. Drawings. Sptclficatlons. No substitution rill be allowed without prior A. Nandling of IVC ►1p• and settings: The Contractor 1s cauttOntd to B. lesttng of lrrlgattOn System: as required for 'automatic start-up and shut-down of provl ~24. e wrlttN aby tot Clty of 4ncAo Cucsercisf car• to handttnq, loadtnq, Unloading, and storing of IVC j, Mt1-drain calves shall be of heavy duty virgin PVC ! Connections snail be made at approximate locations as shown irrigation booster pump from McDonnell Miller FSBW flow Pipe and fittings. All PVC plot shall be transported in a vehicle construction with F.I.P. thread inlet and outlet. lnt•rnal on the Drawings. Contractor is responstbl• for minor cAangfe 1. Thf Contractor matt request eke p.tsence Of the City's switch'. Submit shop drawing showing wiring schematic 2. Cepl•tt material list shalt be Submitted prior to performing which allows the '.�ngth of pipe to lit flat so as not to subject parts shall so stainless Stet1 ane neoprene. Anti-dram caused by •cf4+l Cite ,cOn0itlonS. Authorized R*prestntativo in writing at least Irl hours yin of intended controller/booster um o oration, any work. Material list shall include the Manufacturer, P P P model Nsmnber and description o/ all materials and equipment it is undue tion of Or t his dented lone at any pent. valve mall be field adju{taDlp against drawout from S to 10 advance Of testing. My section of pip• that kas bels Itnted er damaged ►111 be /sot of head. Mtt-drain valet shall Ot similar to the ].OI INSTALLATION be di used. Ante fol owing �uror and other open submtionittal may discarded and, 1f installed, tAall be replbcN rltk Nor ptptnq. Valcon 'ABV' or aprov a equal. 2. Test all pressure Imes under A drostatiG pressure of ISO Y N dllferMt, the fO11ov,Ng Is • guide to proper tvbmittal A. i►fncninq: pounds Qtr :quart loth, and prows wtertlgAt. format: 1.06 SWSTITUTIONS J. Control wiring: I. Dig francs*: straight and support pipe contlnYously on bottom 9. Entl►t unit to be tat tory 1lsithN with two coats of Item hp. QNtrtmtion Manu/acture► Model No. A. If the Contractor wish*% to substitute an equipment it materials or fronts. Lay pep• to an even rade. Trenching escavatinn RUSTOLEUi factory enamel finish. Color of finish shall be Y equ pmt 1. Except Jt noted otherwise. connections between the automatic 9 9 Mote: Testing 0/ prfesur• Mn shall occur p►tOr to for those equipment or Materials listed on the D►wings and controllers and the electric Control valves shall be made shell follow layout indicated on Drawings and as noted Installatlpn Of electric control wives. determined by tAt owns►': wtAorized reprtsintative. - 1 Backflow lreventtr feko 025Y Specifications, he May do s0 by providing the following with direct burial Copper rift AMG-U.F. 600 volt. Control ' 2 Automatic COntr011t► C•Iffnsf 2O0D Series Infofmattpn t0 tAt City Of Rancho Cucansonga for aprOval: wiring Installed 1n Control wire Conduit within structure 2. Provide for a minimum of twenty-four (24) inches cover for ]. All piping vndfr paved art•% shall be tested under 10. The services Of a factory trained representative shall be sha11 be mode with AMG-T11 solid copper wire. Pilot wires pressure winless: ]' and largfr. hydrostbtic sure o1 ISO pounds per square inch, and I Wtt Valet Mike 7-113 oppe p made available On the Ob site t0 CAitk installation and 1. Provide a statement indicating the reason Mor Yktng thf sha11 be a different color wire for Nth automaticProved ratartlgnt, prior to paving, perform the start-up, and instruct operating personnel. A 4 Etc. Etc. Etc. substttuttpn. Use • separate shoot of paper Mor taco ICN to controller. Crimson wire% shall bt vA1t• with a different 3• Provide. for a minimum of eighteen (IB) inches Cover Mor all report of start-up date, including voltage and tmperage b• suestttuted. color %Crepe Mor tach automatic controller. Install 1n pressure supply 11n*f. 4. Sustain pressure in lints for not less than six (6) hours. rNdtngs, pressure gauge readings, and general Operating Irriq•tlon wbmtttal mutt b• t►K iftt and Complete. All accordance with valve manufacturer's sptciflcations and wire 11 leaks Ow•IOD. r•ptlte joints and repeat test Ynt11 entire Characteristics shall be submitted to the architect for 2. ►rovtde dttcrlptive catalog lit*rature, P*rformanc• Charts Chart. In nd case snail fir• the bf if%% than I11. I. Provide for a minimum covor of twelve (12) inches for all tystE■ 1s proven raterttgnt. record r stows Mast be listed and mould Include solvent/primer, wire, and floc charts for tach item to De suestttuted. non-pr*:surf 11nf%. purposes. Two sots of Operating and maintenance I10 wire connectors, valve boxes, etc. me copies of manwls and Control panel writing diagrams shall be Mt manufactvr•r s 11ta►atur• (cats/ cuts) are rfqutred as 2. wiring shall occupy the fame trench and shall be Installed S. All hydrostatic tests shall be made only in the presence of 09 ). Provide the amount Of Cost :avenge if the foestitvted item 13 along the tame route as pressure supply or lateral tines S. Provide for a minimum cover Of eighteen (10) inches for all the General Contra tor, pr the Clty of Rancno Cucamongb. No included 1n operating and maintenance manual. = submittal 1n/OrYti On. aDDrovfO. wherever Control rtrtn 116 posstblf. 9 pipe snail be backfilled until it has been observed, tested oaf a^d avvroved in ■rtttng. 11. A combination pressure reducing and non-seam chock valve ]. The Contractor may submit svbttttutions for •qutpmfnt and g, TAe City of Ran<Ih0 Cucamonga shall ensue tAf sol• responsibility to ]. were wore roan one (1) circ Is placid in a trfnck, tAt t. Batkltlllnq: shall be included 1n the CdISTANTFLO lusted. matt►1b1% 11%ted On the Drawings by following procedures as accepting or rejecting any substituted item as an approved equal firing shall De tapfd tOgfthlr at intervals Of ten (10) fret. 6. furnish neteftbry forte pump and all otAfr test equipment. outlined to Section 1.05 of tk• Irrtgatipn Spfctftcattons. to those fqutpment and Matertalt I1St•d on the Drawings bnd 1. The trfncnes shall not be backfilled unt11 all required tette 12. A sheet metal enclosure as indicated in tht detail shot! Specifications. /. M expansion curl shall be provided within three (3) foot Of art performed. Trenches shall be Carefully backfilled with 7. when the irrigation system is Completed, perform a coverage skill be provided, complete with ventilation as rtgulrod t. Equipment o► materials installed or furnished without prior each wire Connection. Expansion curl shall be of sufficient the t■tavattd materials approved for backfilling, Consisting test to the presence of the City of Rancho Cucamonga, t0 without Hied for Mans, and finish painted with two Coats Of approval of int City o/ RbncnO CucJmonga may be rtjtctoo and 1.06 GUARANTEE length at each splice connection at each electric control 01 earth, loam, sandy clay sand, or other aDDrovtd determine 1f tot rater coverage Mor pl.nttnq areas 1s RUSTOLEl1M factory enamel finish. All components Of the the Contractor required t0 remove such Yt/reals /rem the valve, s0 that In cast of repair. the valve bonnet may be materials, tree from large clods Of earth Or stones. Backfill cowplete and Jdfquate. Furniss all materials and Perlprm all \ ' sit• at his own Expense. A. TAe Guarantef for the trrigattpn system shalt be made to brOygnt to the surlJce rltnout dltconnecttnq the control Shall be mechanically compacted in landscaped areas to a dry Mark requtr•C to correct any tnadequactts of coverbge due to MC10Sure, tnctuding logs, feet and •interior support rails _ C accordance with the attached form. TAe Central Conditions and vires. Control wires shall be laid loosely in trench without dfnstty equal to adjacent undisturbed foil in planting Oevtattons from plans• or where tnf system has Deen r1111y11 shall be galvanized. Enclosure shall be mounted t0 the [�i S. Approval 0/ boy ICN, alttrnJt• or fYbftl[YC• indicates only Supplementary Conditions of those Specifications %hili be filed stress or str•tchlnq Of Control vire CpndvttOrs. areas. backfill x111 c a+fprm to adjacent grbO•s wttnout installed as indicated on the Drawings when it is obviously 01 steel skid base. `1( that the product or prpdYttt app+rMtly melt the rNYlreme Tito thf City prior t0 JCCfptanCt Of tAt irrigbti0n frftN. d1pt, funktn br•af, hywpt Or Other %urfatf 1►requiarittes. inadequate, rltnout bringing this to the attention Of the �`}� of fhb Drartngs and Specifications on tAf Nit% of tA1 � \ � information or tamotts tubmttted. S. All splices shall be made with Scotch-Lok IIs76 Connector 2. A fine granular City of Rancho Cucamonga. This test tna11 be •ccompitsked 17. Prov/de and install a 36 Malde z 54 long concrete bast to B. A copy of the Guarantee form shall be inctUded ,n the operations Sealtnq ►asks, Rainblyd Snap-Tete vire connfctor, or approved 9 a ular material backfill will be initially plated On before any ground cover ,s planted. receive the CONSTANTFLO pump unit. Use typo A - 3000 PSI fC ; and malntfnance manual. equal. Use one splice per connector %faltnq pack. all Ilse:. No foreign matter larger than one-half (lit) inch prtstrtsfed COI►Crett with mbar and Cad plated anchors. 6. Manutacturtr't warrbntts shall NOt rtllwt the CONtryCt01 Of In size rill D* permitted 1n the intttal bbtkftll. B. Upon comptttlpn Of Nch phase Of work, Mt1ro f ft I his liability under the gw►antee. Such warranties shall y em shalt be Steel skid bast shall be factory mounted on the Concrete 11 C. TAt Gwrantee form tAall b* re•typfd onto thf COntractor'f 6. Field splices between the autamattc controllfr and fltctrical tfstfd and adjusted to meet site rfpulrfments. emly :Upttment the guarantee. 7. Floodin of trenches ri l l be r Nsf. letterhead and contain tAt following in/ormattOn: control valets will not Ot allowed without prior approval Of 9 pf ■fitted only with approval Of O l� � i the Ctty of Rancho Cucamonga. the Ctty of RJncho Cucaagnga. ].07 MAINTENANCE U `V i B. Record Oravings: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 11. A PUB' START RELAY of the plug-in module type shall M 11 r 1, ]f settlement occurs ana subloquent ad ust e s to t e. A. iAf en irrtgattOn system (hall be ender fU1l automatic mounted and wired in the pup panel by the panel supplier. h 1. Tht Contractor shall ►evldf and kfEP up to Mate aha complete K. Automatic Controllers: 1 p P \ P No hereby guarantee that the irrigation system we have furnished valves, sprinkler head%, lawn Or planting, or other OptratlOn for a period of fowls (7) da Separate pump start relay shall be provided for each ea • record set of blU• Mine ozalld prints vhtch tM11 be construction are necessary. the Contractor shall make all y3 prior to any planttnq. tontr011tr. `, corrttted dally and show !•try change from the ortglnal and installed it Irff from dtfftts 1n materials and workmanship. I. Automatic controllers shall Ot Of sit* and type shown On the rE Y• and the work has been completed in accordance with the Drawings drarin s Oulred adjustments rltnout cost to the Ctty. B. TAI Cit Of Rancho CYC ' drbrings and specificat ons and the exact iNsta11e0 9 Y amonga rfftrves the r1gAt to valet or 1 locations, sizes, and kinds of equipment. Prints for these and Specifications, ordinary war and tear and unusual abuse, or :Aortas the operation pf N od. 1S. Provide and install NEMA 3R ton-fvsed main disconnect neglect exc• ttd. He • re• to repair or replace an defects in C. Trench nq and aackfill Under pavtnq: switch, Mounted On exterior Of n (((��� purposes may bt obtained from the City Of Rancho Cucamonga at 9 p t p p r 2. sena/ location of automatic controllfr: tAa11 D* approved by pup panel. and wired LO t� \ 1 cost. This set of drawings shalt be kept on the slit and MateNal or wortuynshtp retch may develop Outing the pfrtod of One the City of Rancho Cucamonga. ]•OB CLEAN-UP \ \J panel Clrcult breaker, p+ p y 1. TrtnCnes IOCJtlO under arias where paving, asphaltic Concrete shall be Used Doty as a .•cora tat. year from Bate or accoptanc• and also to repair or replace an or concrete, will be installed shall De Oackftll•a ries Land Clean-UO shalt be made as each proton of work prpgr•sset. R•/mass and 16. Provide and install McDonnell-Miller FSBW flow switch Damage resulting from the repairing or replacing of such defects ]. Unless otherris* noted on the Orbwings, the 120 colt (a layer six (5) intoes below Me t 2. Those drarings shall also strut as work progress !Mets and at no additional cost to the City. Ma shall Make such repairs or electrical power to the automatic controller location shall y pipe and three (3) inches excess dirt shall be removed from the site, all walks and paving shall replacements within a reasonable time, as determined by the City, be furnished b +Move the vine) and compacted in Mayers to 951 compaction, Of boomed of rasped down, and an dama a sustained on the work o1 with T20 Lime delay relay, mounted wired, and including shall be the bests for measurement and Nyment for work y omen. The final electrical Rook-up shalt casts manual or mecnantcal tawptn Y 9 a s ecial auxiliar vela in the um ane/, to 0 orate 3 after receipt of written notice. to the event of our failure to b* the nsponsiDtitt of the Contrbctor. 9 q devices. Trenches for others shall be repaired to Cts ortglnal condtttOn. P Y Y P P P P completed ion a drawings %Hatt i available at •ll timet Y t to as start-up and NU-FLOW safety shut down. for observation and shall of kept to a location etstgnated by MaR• such reposers Or roplacwnts W1tAln a reasonable time after p D 9 shall bt towpJlted t0 equal the con■pactton Of the receipt of written notice from the City, we authorize the City to 1. E►ectrtc Control Valves: existing adjacent undisturbed soil and shalt be left In a 3.09 FINAL OBSERVATION eRIOR TO ACCEPTANCE 17. A. The 'CQISTANTFLO' lrrigatlOn booster pup asstMbl tf the City Of g pro ess sheet Should int record blur ling proceed t0 have said repair{ or replacements made at our expense fir■ unyielding condition. All trenches shall be left flush Y record drawing progress sheets not be available for review to and rt rill a the COftf and cAJr tf tntr•forE YOOrh demand. with the adjoining rade. The Contractor shall set in lace, A• The Contractor shall Operate each system in its entirety for thf avallablt from Southern California P not be up-to-date at the time Or any observation (rifer to p y 9 1. All electric control valve% shall be the same :tie and type j 9 9 p y up Sales. Phone Section 3.10 - lnfptction Schedule), it rill be assumed no shown on Orbrings. cap and pressure test al) piping under paving prior to the City Of Rancho Cucamonga at time of the Final Observation. Any (714) 966-1095 for adettional information and Cost. work has been completed and the Contractor x111 be assessed paving cork. toms 0•tmed not acceptable by the City of Rancho Cucamonga shall {I PROJECT: 2. All electric control valves shall hart a Manual flow be reworked to too complete sari%faction of the Cit of Rancho the cost of tnat site visit at the current D1111nq rate if 2. General/ i Cucamonga. Y ad casement. Y D Ding under existing walks is done 0 a S. Electrical Supply - ��ukn� LHp�i the City of Rancho Cucamonga. NO other observations shall LOCATION: j boring or nydraultc Ortvtnq,a but rhtre an cutttnking, g take place p►10r to NYment of that assessment. breaking of sidewalks and/or contrite i3 nttfssary, tt ana/) B. Tn• Con{r.ctOr shall shot fvidlnte to the Ctty of Rancho Cucamonga 1. E1 KLriCal Conneetlonf for irrigation booster -P j �f4, ]. Provide and install one control valve box for each electric 9 3. The Contractor shall make neat and Ifgible notations on the SIGNED' control vblve. be done and replaced by the Contractor as a part of the th.c est Ctty nos rtc•tved all actessortes, Charts, retor0 pup and automatic Controller shall be the ` A record drawing progress sheets daily •s the work proceeds ADDRESS: contract cost. Permission to cut or break sidewalks and/or drawings, and equipment as required before final Observation can V h� hr ADDRESS: N. Control Ya)ve Bore{: concrete shall be obtained from the City of Rancho occur. responsibility of the COntractOr. �`V r tnowinq the work as actually Install". for example, mould b a piece 01 Cucan■onga. No Aydraullt Ortvtnq ►111 be permitted under J11 egYtpment bt tnttallfd 1n a location tAJt cots not - �. match the plan, the Contractor must indicate that equipment PHONE: DATE Of ACCEPTANCE: 1. Use B 1/2" I.D. x 11 3/4" round concrete valve boy with concretf pavtnq. ].10 OBSERVATION SCNEOUIE 2. Connections shall be made at approximate � \ _ has been relocated ted a graphic Manner so as to match the Fibrelyte lid for all gate valves. Extension sleeve from locations as shown on drawings. Contractor is :� Y !IC N" 1 'Ki 9 valve bc■ to ate valve shall De PVC Schedule 10 - 6' ■tntmum ]• Provide for a m1nlmUm cover pf eighteen (lg) Inches between A. Contractor shall be responsible for notifying the City of Rancho responsible for minor Changes Caused by actual 3a - - o Mal ' the cop of the 1 • and the bottom o/ thea r ate Da se for CucamOn a to a0rancf for the /ollorin observation meftingf, site conditions. original sysxDols as indicated to the trrtgation legend. Thf PART 2 - PRODUCTS size Valve box Cha`� De similar to Christ •Ft Bev• valve p p 99 h g �pATF relocated tqutprnc and dimensions w111 thin be transferred Dox rite Christ 'F LBO" ltd ora r y all pressure and non-pressure pipe installed under according to the ter tndlcated: 9 to eke ertgtmal record drartng plan •t tAt proper t,r. y pp Dred peal. n9 2.01 MATERIALS asphalt c concrete pavtnq. 2. Use 10 5.0' x 17 1/1- concrete rectangular box rltn F,brelyto 1. Ire-JoD COn/frNCf - 7 days 0. Assemblies \0 1. MfOre the def• 0/ tkt ILMI observation. the COntraCtO► A. General: Use Maly Ntr materials o/ bands and types Noted On 110 for all elKtrt- control valves. Valve box :mast/ be 2. ►rfsturf svply line tnstallatton and testing - N AOurs STAT tF�4N skill transfer all lar or tion fry tAE material e►aring• Drartngs, specified herein, Or approved equals. s1m11a- Lo CAriet 'Ft bx' rlth CAr1st 'FLBD" 110 or prints to a ttpia myna/ or similar mylar Yttribl precwrN y Y I. Routing of sprinkler irrigation lines as indicated on the f F !� from the City of Rancho Cucamonga. All work shall be in _ B. PVC Pressure Main 11Nt H • and Ftttt s: aprov.o tonal Drawings is diagrammatic. Install lines (and various wterproof India 1nR and applied to the mylar ►y a technical p N9 9 9 ]• Automatic controller lnftallJttOn - IB flours pen mads expressly for use on mylor material. Such pen shall 3. Instal each remote control vahve in a separate valve Dox. assemblies) in Such a manner as to conform with the details t. /ressure main lint piping for sizes 2• and larger, shall be 1n tAt Drawings. 1, Control riff 1nsta11•t10n - 11 hours Y 0 dog ►VC Class 315. Each valve number shall in heat ova on valve box to r1tA N similar to those Manufactured b Ra t rape, Krtf1*11 6 D Esser, or fiber Gstell. Int dimensions shall he made so as 2' tail letters. Branding unit avbilaDle from Hydro:cape j, Install no multi It assemblies in t S. Lattryl Ilse and f r Rp be east/ readable wen on the final controller chart (ref N. Products, Int., phonE number (711) 639-1050. P ► attic )lets. Provide p tnkler lnsta11at10n - W hours N E V 1 S I O N L+ FOR CITY USE ONLY Y 2. Class 315 pipe shall be made from an NSF approved Type I, taco assembly with its Orn outlet. i .7 Section C). The original o malar •Cotard "raring• plan shall N Grade 1, PVC compowb tonlorminq to ASTM resin spetlflcattin Sprinkler Heads: 6. Coverage test - N hours DATE DESCRIPTION APPROVED WTIAL DATE submitted to CAE City of Rantsc Cucamonga for approval prior - 01764. All pipe most meet ►equirtments as set forth to ]. Install all assemblies specified heroin 1n accordance with to the ctsmpletton Of the controllfr Chart. Federal Specification PS-22-70, With an appropriate standard resDecttve detail. In absence Of a dttJ11 Drawing Or 7, final OOservatlOn - 7 0• s STREET 1. All sprinkler heads shall be of the same size, type, aha 9 Y dimension (S.O.R.) (Solvent-weld Pip*). deliver the same watt of precipitation with the diameter (or Specification pertaining to a spelt/lt 1tN requlrf0 to S. The Contractor shall dimension from two (2) parmaaMt pints radius) of throw, pressure. and discharge as shown On the complete the work, perform such work 1n Jccordance with best B- when observations have been conducted by other than th* Cit of of reference, bettdtng cornfrs, atdevalk, Or read P 1K y RA-TER/SEWER lmtt:tettipnt, sic.. !mat )OCatlOn of the f011arlNg Iter: ]• Pressor• Main Ilse PiIIM ser tlxft 1.1/2' and Mall•► shall �ravingS and/Or +f ipKified !n these spacial proviflont. standard prbCtlCf with prior approval of the City of RJntkO Rancho Cutamonpa, fAOr eridfntf 1n writing of when and by ►nom - be PVC Schedule 40 with solvent welled joints. Cucamongb. this• obs•rvattOns fere Yds, GReq & DRAIN a. CenNtetien to existing weir Ilse:. 2. Spray head: shall have a screw Adjustment. 1 PVC i C. No site observations wit► commence witkout 'As-BUt►t• TRAFFIC 4. Schedule 40 pip• shall be made from MSF approved Type 1, P pe and fittings shall be thoroughly Cleaned of dirt, IicorO GraOe I IVC compound comforming to ASTM resin spfcificatiOn dust and wptstur• bffort Installation. Installation and drawings. In the event the Contractor Calls for • site visit FINAL CHECK b. CtxsNictiOn to ext:t/ng electrical power. ]. Riser units shall be /abrlcatN is accordenCe rlth the D170S. All pip• must rot requirements is set IortA to solvent welding methods shall be as recommended b the i without 'As-Bu11t' record drawings, without completing previously iota//: shown an the drawings. Y pipe owrP q p m visit. R/W Federal specification K-21-70. ana fitting manufacturer. noted correettons, Or without preparingthe system for fatd vtstt, e. Wtt waives. he shbli be rtsporhstplf for retmbusing the City o/ Rancho t. Riser nipples for •11 sprtnkltr Mads shall be the same size Cucamonga a at his current billing rates ASCC)NST. S. PVC wl•Nt-wed fittings shalt N Schedule b, 1-2, II-I RSf as the r1a•r 1 ted the s rl S. On PVC to metal toNnKtons, the Contractor shall work the 9 g per flour portal to portal d. butt of sprinkle► presser* limes (fimeasion max. approved conforming to ASTM test procedure 02166. nen tag p skier body' metal connections first. Teflon tape or Aprovtd peal, (plus tr.nsportatton costs) for inconvenience. No twrther tett I �Mq shall be weed on all throadfd ►vC to ►VC, and on ani visits rill be scheduled wntil this charge has been paid and THESE PLANS WERE PREPARED BY: FOR PRIVATE USE I 100' +1 routing). S. All sprinkler Maes of the :ams type (hall be Of the Sable threaded PVC to metal joints. Light wrench pressure 1s all r*cotved. G. Solvent cement and primer for PVC solvent-Maid pipe aha manufacturer. roar: Is rtgvtrtd. Mherf tnreide0 iVC connections orf _ _ TT -�'�,, � �,r �t-r� t. Sp.lNtlir control valves, fittings shall be of type aha imstallatfom methods prescribed 0. r•gytrfd, use tMteded PVC adapters into which the peps may I 7 � J tll�l]] `t�.�l� L11J1 MTIAL DATE I by tke manufactortr, Identlflcatton T ��,�� f. Routing of control wlrimg and locations of all :piece Ms k solvent rflded. LarldsCapelllCh T BRAWN Poxes. 7. All PVC pipe most beer the following martigs: 1. I.O. tags for electric control valves shall be manufactured E. line Ctgrance: A11 lines Shat► hale a minimum Clearance of tlx END Of SECTION I TIJOEaSfD�fE/IYL°1NE � g• W ck coupling valves, from Polyurethane Rehr Desopen. Use Christy's standard tag a. MaNUfacttrer'f lama (6) encs*s from each otne► and f►em lents of other trades. &717b Am,CA 92M hot stamped v1tA black letters pr yellow background. Tags Parallel lines shall not be installed d1►tctly Meer one anNther. HARE 2M DATA b. Nom1ne1 pips s12e shall be Nwisisered t0 match programming b. Stub-amts for fwtwrt connection. c. Sth•Iult Or class Frog amml shown an the drawings. Provide Omt-tag for each electric control valve. FILE 1. Other related 1 d, Pressure rat^q ted P.S.I. f. Automatic Controller LICENSE NUMBER eqY /mast as directed y the City of e, NSF (National SaNttattom iewndatlen) appeov j. I.D. tags for quick coupling valves ihall be manufacturedwoman ""he Cucamonga. f. Bate Of txtCwsiom from Polyurethane Bahr pesooan. Use Christy': maxi to Install as per manulacturir's lnftruct,ons. Bsmot• control valvf3 CITY O t� RANCHO C U CAM O N GA bt-stamped with black letters on red background. Tags shad shall be connected to Controller in mnrr':cal sequence as shown on 6. On or before tJsi date Of the final observation, the B. All fittings shall bear the Marwfactvrer's Mama or trademark. P. read 'warning Unsafe Mater DO Not Drink." Tag :halt be thf or+Maingt- COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Ceshtractor shall deli•er the corrttted and caplets tgtas material dfslgnation. size, applicable I.P.S. schedule aha printed in English on one side sad Spanish on the other. to the City of Ranch tractor f Delivery of the sNlit v111 Kf sNl of aprqual. Provide One tag for each quick coupling valve. G. N1gA Voltage Ntrtng for Automatic Controller. PROJECT NAME -FTfA not relieve the Contractor of Me responsibility 01 Iurnishing required lafermstten that may bi Omitted from the C. PVC MbN-r►►issurt l�tiral Ltime Pipleg: 3. Special order tags from T. Christy Enterprises, 1211 Struck t• 120 volt Power connection to the automatic controller shall M�T Let K E N PARK 11 Kiat: Avenue, Or&Nge, CA 92667. Phone (714) 771-4142. bt provided by the Contractor. 1. 40 with sore berth lateral Tine Piping shall be PVC Sareas. 2. Ail electrical work shall conform to local codes, OrdlasNtps, SHEET TRLE G CmmtrollK Harts: t0 r1tA solremt-Maid jo/ntf whN lnstallN ib plantlNg arise. 1lasdal Msistant Cetstrolltr Enclosure• sad union authorities haring jurisdiction.i. Af-bY11t drawings chaTl be ap.r.w.d by the City K Ramdlm 2. NON-printers lateral 11M piping installed en/er paved arNf I. COntrollir enclosure :Rall be of size and type showed on Chi IRRf GATiON SPECIFICATI ON Sit be/vire controller charts are propartd. Shall be PVC SthefUle 40 with solvent nwlded joints. irrigation drawings and irrigation detail shoot. M. Remote Control Naives: O 2. Provide aw cemtroTler chart for each Cost. 114r supplSed. S. nape :hall be made from NSF approved, Type I, Grade II PVC 2. A backboard shalt be secured to the controller Nclosvre 1. Install Where shown On the Drawings. Ween graph together, VEb AppppT/Ep topound conformleg to ASTM resin spKtficattom 01764. All Me%INg to provide a base for mounting the automatic allow at toast twelve (12) inches between valves. Install 11, The chart $ball show the area controlled by the wbamtic PiP* must meet requirements set forth io federal spri;klir ceNtroller and tirmiwal strip. tack remote control valve In a separate valve boa. R.&A.- tineostroller end IMIT ba the maxiatr stat which the controller Specification PS-22-70 with M appropriate StwAarf dimtnstma �� �." % /�JvKft- 3/97 door will allow. ratio. ]. A 117 volt duplex box shall be provided with and Ots/Off I. FlmsbtN9 of Syttim: switch, and 117 volt receptacle. Metal co idutt shalt run VAPPROVED COMMU T S MANAGER DATE -/ t. lhe chart tt b N a refmcM drawtttg Of lhe actual 1ptaTW t. ExcNt at noted 1m pirmgryhs 1, ! W ] N tectlem 2.010• 1. Alter all maw sprinkler 1 IIsi: and risers mro to lace 0 � 90 CITT EPIGB)EER ! ' tem. However, IN tis• Sweet the tmmtroller $ all r iremeats for from the 117 volt supply to the controller housing. All pipe p mot igmemtt 1t •qu meed-as fturt lateral lime peps pons power within the boustsg shall be properly phased. and cosNectN, all wutsary on of sprinkler week has tithe ED - SHEET �� OF 34 met legible ::heed CIN fe'wing is rtdwc00, it $ball be I1ttiNgs scall be else sum as for solvent-awU pressure Yin co+feted, and prior to tnat•11attOn of spr/Ntler Maes, the OFFICIAL 71 / asyef tine NP* sad lettings as tet forth IN $ectiM 2.Ot0 N theft t. A ttrmlMal Strop shall be prov10N, clearly iMtuttsg the comtrol valvas shall be apiwtd awd fmll bead N vete► OsN d � /�f Da-�eml b a $1zt that dll k rosifabli sdsem rofbCN. ->� SpecificatiOnf. f all appropriate wiring flesh out the system. - DRAMMIE'(station valves, Master valve, Coon, cemtral control.) CIT PLANNER PROJECT SHEET NONMOF29 i PLANTING LEGEND TREE LEGEND 0 �Hp vhloC`I f'Is� TFL-. 155?l, - -f` �-14� ARS I r� ,4-r� , srM. QTY. 15GAL. 24" 36" 48" SPACING BOTANICAL NAME COMMON rtAME �` ► '� Ur-}PY� leo 2 0 f_,rsp �Amgx„j ESP. ESPALIERED GSI BRACHYCHITON POPUI--*AJ5 BOTTLE TREE GAL . GALLON CONTAINER SPD 2 2 4d CEDRUS DEODARA 1 DEADAR CEDAR G.C. GROUND COVER TR. � 3298 3d CHORISIA SPECIOSA r►AJEsTIc. ESEAUTY � FLOSS SILK TREE HT. HEIGHT CS 1-1 I 1 L .A. LANDSCAPE ARCHITECT ^ ' CINNAMOMUM CAMPHORA CAMPHOR TREE L .C. LANDSCAPE CONTRACTOR !� KP I I ts1 KOELREUTERIA BIPINNATA CHINESi` FLAME TREE 'f;' o"xb" MIN. MINIMUM MG tS 4 4 30� MAGNOLIA GRAND IFLOw� ' ''�'� `'�`"��� SAMUEL SOMMERS DELL PINE W " �' �'' M.T. MUL T I-TRUNKED Pc 40' PINUS PINEAPINUS ICA MITTALLIAN STONE PIKE `3o PLATXNhK• ACERIFOLIA BLOODGOOD LONDON PLANE TREE LLQ ' _ I O.C. ON CENTER 6 S 1 1 RWD. R E DM000 PA I S L .A SELECTED BY L .A. 2 , pI4LI-> C_J*�61t, Ga44ry ! ' R ' _ �_ ` -' ►-� i SPEC. SPECIMEN SP. SPREAD Lu ,,; `•�1i' %-�-- -\':��.�,, I. \ '` • ,. ' \ ' 1\ / /I♦ ' ') ' PLANTING KEYLu 0 GENERAL NOTE . CENTERS OF ALL TREES BE MINIMUM 5FT. FROM STRUCTURES, ii X-• •��,,�,,�;; ,,\;,'�,,-1 ',, - \' / e``I: XJ WALLS, AND HARDSCAPE UNLESS TREES ARE PROVIDED WITH UJ //� 1. 1 LT °"`EOMiO CITY APPROVED ROOT BARRIERS CITY STD. 6. � � 64 w PLANT Al %A 096 W •O■ IMZI>M cc ' ` r I ' III a "TIT♦ Or PLANT NATISMAL � ,r Ui CC uj !► 1 ;,� ' L ,- : -- C� H YDROSEED NOTES = �`'1-:;,; rel '�►:�;1 .1GROUND COVER LEGEND "�" - - '` s• I - //!���•�'� \�'��\ ,+ I' WTAS FOLLOWS:3 AREAS DESIGNATED ON THE PLANS SMALL KONOS TK HrDROSEEDEO TURF SEE NOTES THIS SHEET i ,RErAK soll IR ACCORDANCE WITH THE SOIL rRErA1RAT1aN MOTE. _ z SMOOTH ALL SURFACES. FINISH WADE TO I' BELOW ADJACENT WALU,, ''� 'r " •� DRIVEWAYS. ETC. ROIL AREAS TO EXPOSE SOIL KPRfSSIONS -/ YFA\ *Pft` I ' ' �• "" SURfA:E I RREGULAAI T I ES. FILL 1011 srors AJIO EVEN z °I. f IRAMILARITIES, LIGHTLY RARE AREAS PRIOR TO HYOADUEDING. "` 1 OWNER SHALL APPROVE FINISH WADE PRIOR TO PLANTING. STORry DRNN I J ' I\ v : N(-A MAJOR !N" O. C. MOW-S T R P \/.'�;,�`,-i' AT 18" O.C. ]. THOROUGHLY NII AND EVENLY APPLY THE FOLLOW106 MYDROSEED MII J / .l;� TO ALL DESIGNATED AREAS FOR TURFGRASS NYOAOSEEDIMG: r" \ _ T R. 14368 CELLULOSE FIBER 30 LIS/1000 S.F.p C\ 1 Z G41AN1A CLUMPING WHITE MITSUWA BY I6-20-0 AMMIUN HgSrINTE ) LtlS/1000 S.F. w w FLATS AT 8" O.C. TRIANGLAR SPACING. Ii011 31-0-0 51011 RELEASE 17LMS/1000 S.F. SOIL SULFUR ] LIS/1000 S.F. c , " AS. iY►SIM 2S LRS/IOOd S.F. M STRIP SEED MIX ►ER LEGEND It us/1000 S.F. 4. NYDROSEEDED AREAS SMALL RECEIVE SEVERAL CONSECUTIVE W1TER1111163 v 1p Z'� THE DAY OFITHE HRST I YDROS/1 WNG TO THOROUGHLY TATE RE APPLIED LEO TE THAS E SOIL. / A AND IN SUFFICIENT AMOUNTS AS CONCITIONS INV REQUIRE TO KEEP I FOR ALL FUM GRADE REOU�TS THE EMASOIL K ECEswY FOR PRO�iER GLW41,AND unon ANDEPLANNTTT IIONTW. © \ ` / ` '� '\ / / / •I 1 ► / , >' / �� O �Yr- o ALL TREES THAT CONFLICT WITH THE EP SEE PRECISE GRADNG PLANS PRARED6Y � -( MAO CONSTRUCTION OF THE NEW RETAINING OLI< A AssOpATL7 OR ERODED AREAS WITHIN (20) DAYS of INITIAL NYDAOSEEDINS. S. THE LANDSCAPESWCONTIALTOR SNAIL RESEED ALL NONGEPRINATINR WALL SHALL BE REMOVED AND NEW TREES K. NowfiAN AYL ♦10s TURFGAASS AREAS swul sE FREE of MRE SPOYS AND FULLY -UPLAND CII 946-2949 GERMINATED PRIOR TO FINAL ACCEPTANCE. ° . •••, '• : -, • • : ' • ',• , .•: • • .' � ; I/` I I , � , III •� \ � I � �I� . � PLANTED PER AREA INDICATED AS REVISION, / • �; I� �, DELTA 2 i. WHEN NYOAOSEEOEO TURiGRAS1 REACHES A HEIGHT Of 20A'. AEi1N JOIN }�LJ -T�Te © / • , , I • \ . I 7 1'562.& �f MOVING AT A MINIMUM HEIGHT Of 2-. REFER TO 14AINTEM MCI NOTES \ i I . \ � FOR ADDITIONAL MOWING REQUIREMENTS. NOTE: REFER TO SHE 29 ). REMOVE All ROCKS 7/4' DIAN. AND LARGER IN TOP 2' Of WRFACE © ��w� � w- I"`'` '�'1 ` `� - ��/ ET FO loll IN ARE/1s TO RE SEEDED Wl1N TURfGRASS. N / "TING D A LS SH �'� 1 qq p� JPEC F C ( S. TURF NII TO RE COMrOSEM OF; , `� >� -b C � P11 ► , . „ FOR PLANT I I c45G JAGUAR. 45s -rTI,� Wim►-- +�1r�.'� �c� ,Ip I : :' i PLACEMENT OF TREES SHALL BE APACHE) 101 A-" 5LLJGQFA5S 14I-��? STORM rm�.1,-1 I �'�j (u APPROVED BY THE CITY INSPECTOR. �` P` t'o`'� Otomy 24 i4G� �� �� 10 TR. 13273 WE Gx Imo,. - C�•IApi '�T�P�M�rbc cr'("I' p.S,�; nlr•D �'- � L C!D : �ij ,,� W , , '. , • dthLl� hV•>Ah"lIM a'Ji 'II ;$0Lu \';=� '`i\.1; C 5 • M�xlfjtJM 61oPl�O1F,1 'tUwIt`Ilr�.b b:l i� 1 1 r �;; /♦ ��,; ',I ^ NOTE : CONTRACTOR SHALL PLANT ALL TREES (605A�WITH OOTANARRREE WHOSE I TRUNK CENTER PER CITY STD. IS A MIN. OF 5 FT. FROM HARDSCAPE SHALL BE (`� `-` 1•\ \/`"-'1/_, \ ��jl/-1 ' '=;� 1 ' ��i/ -11 ' \ �1 �;, i�"�L' � -,�,� PLANTED WITH ROOT BARRIER APPROVED BY x �T w� cENCE w!TL, -, 1 _ / ♦ _ _ ,1 ` DP J .\ ;1 `!. /1 ... THE CITY INSPECTOR. KoAtp J- 30 13273 ,� ` ' _ ` � � - r'777 '��\ \.,' , \/ �` ` \ -/ / \/^ =,1 \1 �♦ - 1_ \/, Ain ` I -/gone ` ,.. tp v `- • Q J i r MATCHUNE SEE SH T 7 ZZ TK No. I6-12& PLANTING F F_vltA0N 8Y' 64L. of I.ANP GoNI.ZRN DESCRIPTION OF REVISION DATE clTr ArCITY CITY 0F RANCHO CUCAMONGA A D TERRA VISTA ' r SCALE 1":30'-0" • EAST GREENWAY PARK CONNECTION; 1":30' � .� � �"'�-�� � _ • C ��- R llNDCOVER PLAN TREE & G0 LEWIS HOMES APPROVED BY - DATE: CTTY ENGINEER �'� a, d'� � 3�4 ? RC.E NO. sC+AP DESIGN RECOMMENDED 1-C a I Land Concern, Ltd - k-.- .� DRAWN 1750 EAST DEERE AVENUE SHEET SANTA ANA CA 92705 2 J � — PROW (714)250-4822 i"Fcmfr CHECKED RCE NO DRAWING NO 5H t _ o` ` DATE _ FILE NO PROJECT SHEET NO. .2,L OF 29 ern io . t? MTT F ZN I N t71C�TL uNr S LEGEND COF NFbJ f'lA+TrlI4 CEJ-Z� - 0 P / � �7iIq�LFJT7A+`f 2 71w.-�_1`� SYN QTY . PAC I SOTAN I CAL NAME Comm MMS dr5 t 15520 f � / N � /� 0 42 P �` RB 1t ROSA BANKSW 'LUTEA' LADY BANKS ROSE Kl s �I V T PTY 4P I TTOSPORIRI TON I RA VAR I EGATA VARIEGATED P I TTOSPORINI •3 T R• 32 41 PTW '4 3" P I TTOSPORIRI TON I RA 'SPRINGTIME' WHEELER I' WHEELER'S Dl0ff VT -¢?`t _ RIS , 4 RAPN I OLEP I S INDICA SPR I NGT IME INDIA HAWTHORN w . . • ; , • . 5 154*Ir VT V I NRT I NUS LAUUST I NUS-, 6"x6" MOW-STRIP_' XXLOSMY► XYLOSK COW44TUI w• • • , '. . .' • ' •• •�t . ` R('S 72UJ CC Cc �} X iL O�jMA GON� .JTUM GDM{ C_!7� G�Mh�•GT �YLDGJMA Q _ - C70 - ab TR. 13273 Lu eTv ;: 1 [SP. Es►AIIEREO rALP {µ. "LLON CONTAINER a cr a e e 41 C sag" COVER 9 MT N I OMT ld (O • : • • . ,' ; .5 ;` r • A LAM•SCA►[ ARCNITECT • ,i , . ' i,` �•�,�' ,.� .�� .� s .._ • d d L.C� LAN6PSCAPE CS�NT'AACTOR .� � � � moi+ • " r,P • , •f ,.,, �� r . .,_ , N T N.T. NVLT I-TRWKtN KTR / Ko�r.y - _� f L.A. 3S:'ZCTEN IT L,A V •^+ • R ,« SPEC. S►TCINEN SP. SPREAD 151 Sic � J,7,7 Ana s • _ - a , a MAN71NG KEY � Il-y •Ole • e � . ui11l IST M Ewe VT TR. 14368 1 SIZE OF PLANT NNT[RIAL 19- 4- ., 4- '� tALLON OR MR fIZ[ • I?a5 Q S r`; .1i I 1 �� . x` t TT IV PLANT 6"x6" MOM-STR P III ® Gc�� �I+�b•�- ! ' �� � 11 ti� MGTE:REFER TAO SHEETtj FOR 'i;1 •+ v+ I �►� P{ T�+I'-� �r }did - tb' �- „ �` _ i5 � ,uaoca Atr/ T'RE `ITY 12- 155ZO x x x n A x � SCALE 1':30'-0' A%po%=. k ? - SSZb A �fN MCJ�/ TRI P �,, 011111, 1 N A� -Sf► ye V-51 V ip � I I F t +E W IT MPI ,� I1210 � \njs GA c�tI I C R E E 4 y Jd '`mss V \ \�✓ r Y 7 5 �'�• A 0010 vo ''M © 'r¢ NO I'S!52G /xF_vi�jL at gn�T!Jr> nY Of +A1ib roP+C.t'JxN .. ,� z�lr/*vnCov, No � PxT L-5+4W1eA5 Crrl SD. 1 ✓/SE PLA" om/b AT -v NNLLAREi�► /1'�-b Z !7 DESCRIPTION OF REv1SON "Ire • R� CITY OF M� ,NCIHO �.• ...- . �. ��. � �• �P�� � A D TERRA VISTA qt's C�►�y11.1.+✓A cew SCAB 1�.:30 -O' �' 1 � 6 .y ac. Cf6#95II 1447AL A� 3 '. ' . EAST " PARK 'C11C ll A°.�'J�C�1• °f'F�N�ii~Ra Q � x � � Z� - �- r,,,�• D.G. Gpa��/LZ.�r4• h/OE.LL•/I �l G'�l. :vp ,� W,;Md1Gr ` o .IG a� 41o.L. L/.l Gtf/�! ►5 !/ / c�•I`llr�.+� � .,. fi SHRUB PLANTING PLAN �"� L3Ti412 JfS/�i '� ,.N u �� I 1 JUNII'��1.15 �-FtlNEN°�Ig �J� � ,5 Gi'�! � '�a `� � +, E�1 �7��5 _ • �� A► rRorv�li" •G�1�'�l'I7T7 � �Ji� Gri[ 7l �G�fi,�O l"j'4 ^40t, GKS f4Q /ZOO,-*r I' A739 // 45 l/�i�/K.CiEJe7 S �G �'� • & / AO'VEO �. ..�.�// QQ � er 7 OA�' ��t� r 6t.lA•�!�'* Fac / �' I� INOALD ;;" ;, 1} // 'Cs4 � �i4� 1• � �t�oS EA qtY ENaM1EER too 10 '-LtT'TLX-_4 • � ix./ � �� .`�` .L /6 -' 4c G� A0r'��1VC7c�/ ,o 5f'*oL .� ` 't' _.,. 1 COR1f wft Ud c : "�-T ¢ 0° EMT 01 AVS Ott A A.� .: � OS A AM GA 9270s or Q / + - � Ir� � -G' S• {N�K. � 7D Iy - T _D I �11C.! /5 �"� t PSE (714)260-4922 O c�c•co *.cc No / b X33 - �� 00 PROJECT SulEET X10. 21 rue oz '46�T r- NTQ ACT GENERAL NOTE: CO OR SYALL Q� ANT ALL 'REES PLANr�N IC3 let,"mov W17H ROOT BARRIER ocR rTTY STO. OE�A!L SDA CT wv. m. - /605A) . MY TRC� WWQSE 7! NK CE'y_rcR !S 6L ��! ESP. Mom I_;1 CENTERS OF ALL TREES BE MINIMUM 5FT. FROM STRUCTURES, GAL. GALLON CO"TAINEX A M14—OF 5 PT. PROM WAQ,�)SCAPC_' SIJA'-L BE WALLS, AND HARDSCAPE UNLESS TREES ARE PROVIDED WITH LT Ul PL&WT LOST Oft L641�0 G.C. GROtm COVER r 2,5 ?A PLAANTC91 WITH ROOT R-ARR!ER APOROVED BY r r CEDM. ..... MT. "E!Qfr - ­-DRUS 0�00w CITY APPROVED ROOT BARRIERS CITY STD. 6. SIZE OF PLANT WAr%MAL TyF rT-Y INSPECTOR. cs Q,4Q.9_,S!,A SPu_1QSA "WIKSTW_ So SILK TREE GALWO ON sox Ws L.A. UAMOSCAPE A"ITECT to "r* ' - _.j L.C. uAMSCIAPIE pwrwTom CC' If MAM(^" CMv'wQPA CAMP40R TREE KP 5!DIRMATA *D'INESE FLAME TREE OUANTITY 01F PILANT MAnMA6L wlwx�" I - Alf 7,0 MAG"OLA GRAN014,�)Q^ y I" 1A , SAMUEL SCOWERS WITT-TWw" 1 FF*II54 I" I rl 0"MUS ELDARICA O.C. ON CENTER "DELL PINE lot�s - !'ALIAN STONE PINE v ; .04 1%01 7 W_ I �1.) 0 w! I � %ELECTE0 BY L.A. d) A d 01�ATAMVS ACERIFOUA T �jv. - � ` ," ` - . I I N -, S.L.A. DA r4 _0ILOODGW DON %ML REE AF, __3U 0 c OkMUA m, b sy .6olt. SKC. L A-N C-.F-A 7��CA q j - - --- -_ --- I O�A,1�4p-f ui '�7 /001;�V , 7"m 0-14-W uj T Lu 4 7 F r;F Me .......... ui 6.2. r Q -wow RL Lu> DRAW4 777. r ui )0-'v Soo �j z Ile, �z .......... .......... 41 . . .. .... .. . ..... ................ .................. .......... r7 .......... . ......... . /z7c-\ KEY MAP ZEN........ .... .......... WA WL To LX go 12g3 c1c ShATIE CAL T "m CrTy USE ONLY 0 C V S 1 0 N S E DATE DESCRIPTION APPROVED WTIAL OAT STREET *ATER/SEV# .... ........ .. .. .... ... QRD DRAM ......... TRAFFIC FINAL CHECK R/W GROUND COVER LEGIEND I AS CONST. 4- KpR rwvATE LISE TWESE PLANS WERE PREPARED BY: DATE HYDROS NINTIAL 'M LAND CCNCRK L DRAWN CHECKED DATE LICENSE MUMMER F&E VINCA MAJOR AT 18" O.C. MOW trm CITY OF RANCHO CUCAMONGA PROJECT TEMA VISTA COMMUNITY SERVICES DEPARTMENT PARKS DIVISION ... .. HAM %%JJKEN PARK C' ATS AT 8" O.C. TRIANGLAR SPACING. -7 A71 SHEET TrrLE "�7 OAZANIA CLUIVING WHITE MITSUWA BY TREE & GROUND COVER PLAN APPROVED 9, YA9_:�MANAGER DATE 147- le, py CITY E"OpleEp SHEET 27 01F 3 OFFXNAL AppqoV*D -'7/0.0 -4- 1 30!0�0* .1 .,11 DRAWING no. V.7 CITY PLAXWER- YXA�_ now ,or PROJECT SHEET NO. ,Z�OF 01 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. t7� PLACE 'GROW-POWER' TABS IN PLANT CONTAINER PION TO PLANTING FOR OBSERVATION PURPOSES. ` cit of rancho c�c��non s STANDARDTOP OF STAKES • NOTE: 4 i J* URN TO PONN-OEPKSSM I IN TRUNK GUYING OF MULTI-BRANCHED TREES IS LEFT DRAWING �.ol WAT[AING BASIN. TO THE CONTRACTORS' DISCRETION DEPENDING (2) CINCH TIES SPACED 21' APART FOR i CITY STREET TREES OR TO (8') LDOGE POLES ON BRANCH STRUCTURE AND WIND EXPOSURE. i 2' NI1X 1 A7 t z_olA. LOOSE POLE STAKES e' LONG 1/2" DIA. GREEN GARDEN HOSE t jr 5 / A. WNITE Y TURIN, i 'Oft-POWER' TAGS-RI WITH MOOD PRESERVATIVE STAIN. VED TREE STAKES (2) 2 D I 1 E POL _ IdNIKACT=11'S KCOMENQ�ATIONS STAKE A NINIMM OF 12 INTO PER SPECIFICATIONS 1 • UNDITURBED SOIL AND ALIGN STAKES GUARD IN TURF AREAS AND FRONT YARDS. - f�1LV1N IZ ED TURNBUCKLE &WILL NIX PER SPECIFICATIONS OUTSIDE ROOT BALL. 6' DIA. PVC PERFORATED PIPE - FILL WITH � �� •l 1/2" WASHED CRUSHED AGGREGATE BASE FULL 10 GA. GALV I N I ZED GUY • ' .�,..r-� • 0 hxc, CONTAINER PLANT NOT IKL LENGTH OF PIPE (LOCATE 18-FROM TRUNK) Mho v nn ' �� WIRE 3 REQUIRED ; M.A11T PIT TO K (P) TIMES TIK rj t WIDTH OF THE ROOT GALL i lr F IN ISH GRADE „ „ +► h BELOW TMIE 80"ON OF TME ROOT / BAIL ' DEE► ROOT OR EQUAL CONTROL PLANTER 2 X 4 X 1$" kEDWOOD DEADMAN �—� - t 22-21-18P WHERE REQUIRED QR / a EACH GUY WIRE MTIVL SOtI , -' .r APPROVED EQUAL. ' -GROW-POWER' PLANT TNS PER _ -- S NANUfACTuaER's RECOIENDATION -�-��' ''' • REFER TO TREE STAKING ` • i � � .► � '�►. MgTj: 1. WYAFOON HO . 00 O T CRA IT OOT &4Li ALL Roots AT tont OF ROOT IAII wtTN w1tR �,;, KFILL NIX PER SPECIFICATI000S �' "" � ;II!I DETAIL FOR PLANTING rRON HDSE. m NOT CRACK ROOT BALI. - W :., I. ALL SHOWS/01011111110 COMB TO M PLNUTCO AT COOL SPACING (TRIAMOKAR) WLfSS N " NATIVE SOIL PIT SPECIFICATIONS OTNEUtWISE INDICATED ON KOS: SEE LEGENB fOR SPACING REQUIREMENTS. _• KKE 'OM W-POWER- TAGS 10 PLANT CONTAINCR PRIOR TO PLARTING na OKtRVATIOM � Pup= �TWICE ROOT BALL DIAMETER I PLANT PIT TO K (2) TIMES THE S WIDTH Of THE ROOT BALL AND 120 y GROUND C SHRUB AND V 2' BELOW THE BOTTOM Of THE ROOT PLL. „, �.«w....°"i.r► S 'AC G ..Ak'T;NG: ETAL CITY TREE STAKING TREE GUYING TREE PLACEMENT PR�, ;y i t A' >r I 4 ELEVATION PLAIT VIEW 1. MALL. 2. FINISH 6RADE. 3. EYEBOLTS: SECURE TINE TO MALL WITH S/6' DIA. EYEBOLTS IN LEAD SHIELDS. i N. 12 6A. GALT. WIK: SECURE TIE TO MIRE MITA NURSERYMMN'S TAPE. S. EYEBOLTS FOR FMTIUE USE. x 6. 6' x r CONCRETE VIE COLLARS IN TUNeF ANA ONLY. 1 NS i DE MDIUS OF COLLAR TO BE TMD.TIMES TILE DIWTER Of ROOTULL MINI". u 'SINE ATTACHMENT TO. WALL V� 'I ! s, w 0Wt� LAS �o ��♦ �.," • ;SA to f 1 v f.kn J, Y O a ,, R E V I S 10 N S Foe CITY cRRE o1�Y DATE tJ�SCIli1PTM �! NtITtAI IMTE N w STREET - WAT'�!/�F- A �J4rM�M I • PLANT TABLET SC"EbULE SOIL AMENDMENTSnk&k CHEM FOR TURF AND GROUND COVER PLANTING. THE FOLLOWING AlEN01ENTS AS CONST. awo•ae+rsw U1��IM81t! i N �•_ SHOULD 6E UNIFORMLY BROADCAST AND TIIpROUGlIIr INCORPORATED TO A NININUMI 6' OE►TM 1Y MEANS Of R07OR1LlER Of EQIIAI: 1 GALLON CONTAMIEII 11ECEIIIES................................... 2•3 TAOIULETS ;" TFESE PLANS VISE PREPARED BY: "m P7etN,AITE USE i ANT./Iow SQUARE FEET �D U�� � MUTUAL CA'M N GALLON CONTAN/E11 11ECEt1/tS............................. H TA CIS „ \ ...... 6 CU. YOS.WnjR f4jWSTARIl12ED ONANIC Ah�T DRAWN + 6 GALLON CONTAINER RICEWES...................... H TAOLITS DERIVED F OWOOD SAWDUST. FIR SAWDUST. OR 4 � J'C�PMlb Aw CA�t M CEDAR SAWDUST NAME DATE T GALLON CONTANIER RECEIV'ES................................... O6IN TAIRLETS IS IBS. I2-12-12 COMMERCIAL FERTILIZER L.MCEIRM PILE It GALLON ' m TAtNER RECEIVES.......................................1E-t! TASLETf � �j� � RANCHO �' �IVP'1 O NGA � r THE 6AUCKFIII Nl>< fOR USE A1101MO THE ROOT6All OF CONTAINER-GROMI IS OALtLON•COIITANIER RECEWES.................................../!-t6 TAOIlETS TREES AND SHRUNs SHOUto 6E PREPARED AS FOLLOWS: COMMUNITY SERVICES DEPARTMENT.-PARKS DI`.hS10N 6 PARTS BY VOLUME ON-SITE SOIL ? k 7Ur - !t" OOx IeECEMI/ES...............................................14-10 TA!lIETS 4 PARTS OY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT - i PROTECT NABS TE�'VWA 1 l6. 1t-12-12 PER CU. r0. OF HIS MILLIKEN PARK I I ' i•O>K RECEIVES.................................»............1•-IE TAUKETS 2 LOS. IRON SULFATE PER CU. Y0. Of NII , !6' BOX 11ECEIIIES...............................................1E-!S TABLETS THE ABOVE MATERIALS SNOIED BE THOROUGHLY BLENDED PRIOR TO VSE FOR. SHEET TTTLE 3 .AIVTING DETAILS .............?E-!! TABLETS � �>r 6AC91ILL JVMOSCS. g w BOX RECEWES...............................................22-24 TAOt,CTS APP'Iet1VED W NOR[ PERFORMED 6T SOIL ARID PLANT LABORATORY. INC.. SANTA AIM, OM1' 9011 RECEIVES............:..................................5!-36 TA IS OFFICE (714) SSI-6»>. LAR UMl612S ON 7/27/67 FOR LEWIS HOLES. a •"S�+ � RCF31477 • TERRA VISTA. �, . �. i MAM/1�QEUR DATE - _ Et+dtxE:� LARGER SIZES --- fp1 EACH Ir!' CALIPER tJ�C:...................... ?-t TAl1lETS � _ Y » /9 90 � CITY ' ofFtC14m. s T �— �� 1�f 40 SI PROJECT SHEET NO..,;�gO9FA I N ' CA PANEL A SCHEDULE ;VC&T:A(:;XE/P"ASE 120�?.4D-�- i.�- 3 W BUS SIZE 1100 "I'MEMnA MAIN SIZE L UCAS LY _ MOUNTM 200- , ITEM In We cel lKR �l)s "m cp Ao I n ITEM Tl BAIL L/GHr f/XTaIrz Ptiw WALKUP LL I o 8 >< >c 7 I o W#r LT*- SEz IJ FAT y Lr� 1 170 11 3 4 s I o UP-17Y Lam. ex 137 I I� t4 to loI o - - - - - - - (4�-D) - aovl:G. To = _ _ H,&ND DFLYEFL- - 0 1 s s N. 62 - _ - LTC .�oN tt�� P-&MP•I � ; 6i HANv C I �o0 1 7 e - IRAI L cc LT 0NV.o1JTL" 664v3 4 .qri >le ><e 5 — — i3 1 14 15 is ' W - — t� suj pAc-E - I I ! - M WLu NSE tat ••. 2 -..'�- - •.. � tea. PHAK TOTALS I O G� D J ...� � I �- '� � Q � !� A W �Pl 8 7 W ... �� W LCL ---12x-,P W X 1 .25 % = 10675 W 0 CO OTHER LOAD = W 4 3 W ' TOTAL LOAD = II 3 W OR AMPS J la- -oVIPE 4 �.otJrFLLEv E5y PFIvTo exLL "oil'' MP TIP1e 51J1c14 „,r 5s �¢ 3 jvlmao17E P 4 P�I-'� ��L_rY ( 1 �*E poLs) 60l`iT�LL�D 53y rHoje e r-I-L �,atJ'' #No rOvTo ezLL V Z Pf•loTo- SELL hNpLL 15 F, IvioUNT v ,.-.PN -t TFzool�) $IJtL.17INCT F FAIN�- N T4 fz.F- 6 AND W TIME �jI�JITG}I �N >�lJ- �� IN5 pLLED II J N�M1' I ErJOLo�IJ - Q T 1z 7 Mod,, TEP PvJPuFIJr r� MA- I,3 � 2,4 g � I �• . I 10(GRp)-II/C�'G I I .J IWT :R E-FT EXISTIF.IG, 3/q.'C.O. STub -0X17 M DR -x TE}J D 3/{-S I C . T-0 WE" INAL.K qA`( L UH I AIAs D i GATT-p . PFS v I Dr- 3#1=t o 4- 14 10 CGFZD) FOR FL1L_L L.E,IGTH OF CONDUIT Plu" SROM TL)W0E4_ FI X TLIFZ- To WALKWAY ca SCALE 1:30' - 13 - t — 1 - 4 - 1 2 - 2 ' 4 P/6\R T L_ L ECT R.I C/'%*L 5 I T-ff_� 'z 1 13 3 Pv11t=FZ : �ot)rNeft-rJ c,aLifofx-NI,& Ea1goo1J co. (4,6.E,c,) 13S 1 F -0 J �M� X11 6 1 2 T� •6c M I� PIrIOIJE: 714 - -147-6227 FLAB .�� 1111 T�L��I�oNfG: L --t-LeE PH,,--;,t4 E 4o, T• e) P,�ovl DE AN 11" x 7" x 12.. coNc TE pU�L ►�crx W 17H A . 3� 2-f;7 M-57 CP hT� T �� ccNCFzE`t PyvLr v I.1N �ov�Fz MP1�►��D '' LTGr" p volPr�V E T T ► `j 17�v1 GONGIt —TE 0 En- 17). PR-oVIDE A12" �pe � o PES ��P`/�t. �ti� �, >dTT1J : M�• P�-L�►►J ST>�LsrY DeNEaTH \N \$to\ �➢v^F�► PHoWe: 714 - ��i�� 5T�� - O►1T P. I"G,O, 3' 'O" ia>E oND 'Sipe WAL.IL AND G/+,P 1 WITH cTPI.vAN1zev 57EGL cFP. I SSS GHIst-T X13MN lA� FO r� CON T I NIJAtID�l.® 2- # to to (GrR•p) - 3�4'� �o R� ~- w`� 6,!514 TA-- 0 PSFLa��Z �N O ;5 # IO 10 (�T�'p) - 3� �G. Joh 44`1 • of v UG w0 12Q �I O ' �' I I�ITGIZ.GaPT GX15T INGf '5�4'G,O, lJ�- oIJT PNS E7<TGf�ID ��0� �r►ra � 4 �2 •�' ��iA.4 © 444'G. To NEW ' ELECTRICAL ENG,INEERS•LIGHTVG CONSULTMTSFillp O V � �=v� • GGr� ixc ' e �ai6o ��ao'o O GoI,4vutr fa-dr-4 =FzoomTUNWEL S4EE-I �30)TO �eo�h .nn�sbe,ewt9p i» Oi�CAL �l 3 �� �� N�I.J W,.JpL.t�tsJtY Lu1�IrJAI /'ND GoNNEGr A5 F4F4zd,fw-V, (J a K 'cvT I" 3/.F'' / •f1� O T-''t�$ i��G4'T1C.� _ _ � �D�STL�I. N!'�M �I G1�- I?1J � '�1� , �Rv✓ii7E "'1YER� ME D I Erjc 0sl.1R-;_7 . f_EF£�- Tb 50CILF- JrJs ip D1,dc�R�M C-'!`T�1L 2, �H T 33 Fc�lg ELEGTR ISL E4-II PMEl,-r PRGYIDE A I C•O ?Z7 S•G E . CO• TEt -'►I►lAT10W LOCATION.vERIFY �-'J �XAC7 r;„C':GAT I O►.! ANt7 T�tM I IJA•T 101I REQ LI1�Mt�IJ*5 W I'r1F / 5 •G . E G�L�t">At��'' PpKIOR To U P • DESCRIPTION OF REVISION DATE AP►Ii OVED #10 �'W°) -3'¢IIc• CITY OF RANCHO CUCAMONGA F1xT1J� ,&TI��t�er CgTIzr TERRA VISTA SCALE 1:30' � I" ��s � cod wI � � T''}+Jr�• � � w_v• T��ck._ "r- b A � � - EAST AY CAMECTION ty, I,oc�Tlot-�f,. v 2*10 # It 10 (4Qp) 14 V4 1c, _ UGHTlNG PLAN ME 13 3 l o 1 10 (G Iib) 1 I� X15 FIG LEWIS HO S ® �4 �� � V � L I GRD) �� 1.'�1t�G I �V\ APPROVED BY: DATE: le' 1-9c Dy PTY ENGINEERI RC_E NO._33/4.2• !F-/-- �L E T .c J / -- �ti DESIGN � D �FR LTD RECOMMENDED RIT I�.I.._ �L...� *7C. KjGI_Ae ITE �'��1�1 �) w fWr t�V+ Lana W AwhitectunelPlanning DRAWN U 1750 East DeereAuio.w SHEET t manta Ana CA 92^7QS��"f� 3 0_of 34 (714)250-4822 Fax(714) 752 2469 KEY MAP CHECKED DRAWI'VG NO. �'•� RCE NO DATE FILE NO /4/ �� � PROJECT SHEET NO. � SOF 2-9 ` 1 g O � V Y\ O M ^` I 1- W w N - -_ ?sem N , W L /157 /Z 56 ' " �oA �-� W 4 MANZ )` 3 J IN, P I` W I' a 111 1 7 /253 Iti i Lu 5 1ti 12 125 4o \ 7 r FF-OV I DE. P 2llc,tv, To CTT.E• �25Z Q T�m1r-4 ►Tlo P.TIOIv 7 / Ve424 F Y P-KAT LOGPr 1 o N I PND T-e*-11I`PT1oN 1253 W I T H cT,T i✓- PFr-1 o 1z- ?w e>I c>• r � - T Z �G 3 Z � • - LLJ z . : • A p PRo\/I DE P 2"G,p• To 5,e-,c, co. y� Tr-p-r-11NPTIoN LzP6,67I0N , VE4z-1r`� r: 2 ExA -T Lo�T1oN aNP TERMINPTION t� Z S a w 1 TH hrG,E,CAP, Kc r j aa. PR-I OF. T'49e>lv Z — /?s. -- a 7 w 4 4Q I /► 2 it i m-7: 11 - KEY MAP I„ • O 4 �� ti 1249 � � ~tP T. I - j vee oft -9:!7 44--j-01 1n3 414le 2. 2 ` ELECTRICAL ENGINEERS•LIGHTING CONSULTANTS ��\ •� '•Cosw ca 7e• -7OF CAI )7.D h Stre" ihrersW. ,rwri 92SV71• 07-OW � I KabmA e 1247 I { R E V I S I O N S FOR CITY tME, ONLY DATE DESCRIPTION APPROVED INITIAL DATE { I I /7•!(�0 2 ( I Zq STREET WATER/SEWER 4 GRD i DRAM \ n 7 TRAFFIC FINAL CWCK L^ r'-,] I V7 a • \ /Z!5 // AS CONST. Ply� pN 17" x 12" coNcRETlz PULL r3G wIITI-I coNcReTE \ + /. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE Q 1(749 GOVC�- t�(p��-ED 'LT (pp•�iDGipTT'Ev GoNcR.ETE ED- 17� . p ov1UE P iL" 5 I _ V P��E OF P� 6r"vi✓L %F.NEFTH PtJL L E.�n. + LAND \ / • � � T �, LAND L.OI�ICERI'J, LTD INITIAL DATE 'B Z '� #G I I D ( ) " I"G. 5 DRAWN R-� 1�750Deere AWerrre ��� � O ` P / NAME Sanb Ana C4 9M 3 2 # I IZ — 3 "G• Fax 752-2469 DATE I2 O 4>zO) 4 LICENSE NUMBER FILE 4 CITY OF RANCHO CUCAMONGA S 2 10 I *10 (CTCV) 3/s} COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION � PROJECT NAME _ M I L LSA I KE N PTAR K ° 5ru i�" G, O. O IJT ' -O" F Ii.C�M fVU L.L GOJC �N9 G� l•.-J I T H OSHEET TITLE - STEEL 4:r-A?. sTU& 211 G.o, O11 FRPp oM NeL 'I.&" s pitjpiGaTcv PND �•P W 1 N SCALE 1':30' L G HT r N PLAN O cr#LvONIzED STEe.L, G&p. T APOROVED APPROVED &Uc 3/-�717 FART IAL, E L E C T R I CAL S T � P LA kl . AT a COMYNJfwT RVNCES MANAGER DATE/p-/ -9O Dy- CITY ENG.EER 1 -30'-0" V a' rD° APPROVED OFFICIAL 4 DAM �'�• -s SHEET OF APPROVED DATE CITY PLANNER DRAWING NO. I I i w PROJECT SHEET NO. ;*OF ),9 p N PANEL SCHEDULE i-lEr64& PmDE'M'PL. hHlL1- bE Feg' 15-7 1 N e4t-c L I Nuc• VIOLTAGE/P"ASE I� �^ ¢-3�Us SIZE Ic>D I�IPtc,� MAN SIZE LU� OW L`�_ Mpt 717 Pg D�f.1'�►L DIpG¢�M IN NGM� � �H�LIhU s3 rt IT �w I N G� 10 �.�,>G. co. ITEM �" " cw: » a,� w: REM PPP,�VPL P�Io� r�� Ic�►TIoN • -- I ,&U-WtY LTS G 5 a t 760 .\ UgNML LAS MYEP-� c�.T>� MEUC�,D- i E�cLoSUI "V _ I _ 1i�NNEL 6&,L7111 2 LTGi,co N Tgo L z5cio M j � %l�E�' MPS N D I hGON ISI f.GT MIME TOTALS f( A 1 W )f 8 17� w oN LCL ��W X 1 .25 y = 4ee � w l�Vlve. LUI��, ,� UI*Ea c-or�TRoL IDN OTHER LOAD = w L 4eH9,7U-r- ►�I�Ir4- TOTAL LOAD = '44' 1� W OR I`� - 2 AMPS U FI NI hH GIDE ��IPyLE P �Ila•r �1s�D� �� �+orTa-1Le Gi�oU�ID PANEL I''! SCHEDULE I,JEI_L W ITI•I Pp�ILIJ AY V�OLTAGE/pNA - I tt-31..1 8US SIZE IGS AI•-(PEIZ� MAIN SIZE 1.UGC _ MOIIl1TN0 tel' G10VEle_ ITEM v" cm KKR so lao �MmI lLIM ' IlE1i1 _ II oT s. ` l a I'' 1 2a-! (zlTy vrs �' X`T �pL E(Jcrl N EER o �� d { o •�a ,� LIC W}Y L TS. h2o ¢ a ! GtG� !KRB.G010 T6t 7 • �7 �otJ�t11r oIJLY to h,c,E, moo. s/exl� , o" D�IV15J c-goUNv M N,d-i ASI Ll�p I OIV _ F,017. M i N i MLl M 25 GH MS MWE TOTAL! fr A 1 o w ,d 8 4 o7-fJ w f,E_ Go. Fe'6&JIF-r-NICNTS PROVIDE #09lTID14PL pGh�lE�lE �YtiTEM NoT To LCL 2�W 5 7 = 25So W I�¢aN�� GI�GIJI �ND� 1 I.E0561 SH14-14 f �0-rWEEW "HER LOAD = w MINIMl1M ?1}' E+ETLo� SPDOl� D R!»?�. TOTAL LOAD = Z SSO W OR , 10- AMPS t:lo1- usED PANEL " M�" , SCHEDULE IMTACE/�'NA o ! - 31.J 8US SIZE I� A�F_>� MAIN SIZE L Q:GVk otJ L t' _ MOU�I7m DEt L. lElrl «: no aye a >M�R �� M� M�� �a ��� ���i�°� ITEM , Y � � L �L..".� f T� �a L E L-j5. 3�0 � l 4 T Fz I I 1-4o n1 E LT - Ct.Co NjRoL moo C o - �i SIR r 5 A Ac.E MMW TOTALSw A e w ,fY 280 I MA.xi"Of-1 F7&U L GU�g*cr.lT hNPLL IJo ��c t%� T r LCL w 5 y = 325 w �rh i EM ��►�� 1"11 NI t�ul"1 ��►R-Ertel Et�T� �� THER LOAD.= W O2r--, oNMh. coNT�P�ToIz To a+7p P'D171oNpL. TOTAL LOAD = 3`�2� W OR - 14, � AMPS 6 O 100? �ZcDh (WITH N �� NAL �zI-IE�UI� �loT Ems : 0 �oVI�E p" 4 PoL� IzE1_�Y GoNT�oLLEp aY PI�oTo-c.Et-�. ��oN' Tlrt� s�� jG� ��M 4 �vL� E LAY co N T oll.� D P Y P�I oro - L!. "ON " rH 0To•G E LL "off F_ELt-Yh ``IJD -TI ME /70)Te'H I--1otNTe1? IN �' hl�p���T>✓ PStP��IE�D �MP�TMENj METS �Tlor.l `1� -441 . 9511 R E V I S 10 N S Paw CITY Um any DATE DESCRPTM JAPPROVED fffnAL DATE 1 MSI N ST1iEET T H ?*!,M 11 To Ac�,w t TG H p4 DQM dA 2P TYPE N LPtJ - f24" MJ6oes DRAW l / . 1 _ I/L. IIx (Ol—O" _ �F ELECTRICAL ENGINEERS•LIGHTING CONSULTANTS y/� � VEN �N9 �D(5) -�'I �I�R-IPJ(JjIt/1�1 '/>�G•T10N NI"hH �s��,�.,.a,..e.� Costa Mesa.aworniCaofto+.°asaa•n.-ssxxn 3EIMAl CHEM �>'so�weMtn Stree[ MMers,ee.esMw,r+°ad n+ae�-sdo lRJ AS CONST. THESE PLANS WYM PREPARED BY: FOR pmwrTE umE LAID CCNCE, LTEX W TIAL DATE \ LslAcq►eiMaI II erbmft DRAW% ►aFrr)MeAWW CHECKED NAME ' ' tJr! DE�goU�JD co. TE�.Mt N �TI� �oewTIoN CITY OF RANCHO C CA ONGA ID GNNM T PES h.�.E. Go. PULt, cTlpry COMUNITY SERVICES ENT: P NvARKS DI`!ISION �+ U I M ►JTS, �/� I F`l' PRDrECT MATE 'I EARA VISTA . Exr-�T Lo��-71 v N P N 1� MILLIKEN PARK T MIN 1�-T'ION fr EdaU tgE `P`\EpRt41A ,�,IA,�sc t,11 TN h,G•E, Go. P I OF- 'To P.SI��. ,o �Z � �iO� M sq LIGHTING LS & NOTES , APPRWED M. NO 128 HATE---1 ' lM� DATE ip-/ .476) DY CITY F-MPNEeR WIMT 34 WIFE G L �i� L � LINJE. PtA-,CTF—A "'*_ wT I h O ` �Na, pO011.4 N I� U� ql�` Of CA�tE�{, � � � PROJECT SHEEN' NO.,::;A70F �? GENERAL NOTES AND SPECIFICATIONS 1. VERIFY EXISTING SITE CONDITIONS BEFORE SUBMITTING' BID. SUBMITTAL OF BID 5`(M05oL DF-Stc-- P:•-IFTIaN INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE WEpF�-PR�I` IJNp �V>�D PERFORMED. FLLJ�H mvUf4TEP, T ' MET•EpL Mlv t1LLoL1T coMalNATlol�l 5�►��TY '-0 HIGH PRESSURE SODIUM WALKWAY LUMINAIRE ON A 2. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE AND REFER SoGKI✓T P.SOX L�JITH Fr�T Y INsT�-QED 12 0 ROUNh ST a" pDI,E• SEE DETAIL 1 THIS SHEET. + TO ARCHITECTURAL DRAWINGS FOR DETAILS. STRUCTURAL DETAILS. EXACT EQUIPMENT AND OUTLET LOCATIONS. FL151F3LE PULLoUT lbwiTeH A-017T056T 5Y- F-01-066 SHADED FIXTURE INDICATES FIXTURE CONNECTED TO NIGHT FtGIL ITIES pe FL I e, s. Go, fall EstLJI fLp-MIs,NTs, LIGHT CIRCUIT. 3. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. PRECAST PLASTIC PULLBOX WITH GREEN PLASTIC COVER, SIZE ¢ 4. ALL LOCATIONS OF EVERY OUTLET SHALL. BE VERZFZ D PRIOR TO ROUGH- TN. AS INDICATED. S. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE -] CONDUIT ONLY STUB-OUT, WITH STEEL CAP AND NYLON PULL I WITH OSHA. - - ROPE. f CONDUIT RUN BELOW GRADE, 3/4" MINIMUM. INSTALL CONDUIT t 6. P.V.C. CONDUIT. WITH CODE SIZED GROUND. SHALL BE USED UNDERGROUND ONLYs, IF S• 4 tU.•.1 MINIMUM OF 36" BELOW GRADE. APPROVED BY LOCAL CODE. INSTALL PER LOCAL CODE REQUIREMENTS. CONDUIT M (-,G,L. RISERS AND STUBS ABOVE GRADE SHALL BE I .M.C. WITH HALF-LAPPED TAPE COVERING IOp�s - -*- 3 #12 -. 3/4"C. `--' - 4 #12 - 3/4"C. , ? OR PVC COATING. P PP•NEL N3/4"C. 4 2 - �-;}F-• 5 #12 - 3/4 C. -��}�- 6 #12 - ' 7. CONTRACTOR SHALL PROVIDE ALL LA3OR, MATERIALS. INSURANCE. EQUIPMENT. IoofF "All �{'� METER AND MAIN DISCONNECT, SEE SINGLE LINE DIAGRAM "2", U INSTALLATION. CONSTRUCTION TOOLS. TRANSPORTATION* ETC. FOR A COMPLETE AND � � � � ' THIS SHEET. PROPERLY OPERATING ELECTRICAL SYSTEM. r ai A PANELBOARD, FLUSH OR SURFACE MOUNT AS INDICATED ON 8. ALL MATERIALS SHALL BE NEW. AND OF THE SAME MANUFACTURER FOR EACH CLASS OF _ _ PANEL SCHEDULE, ADJACENT BALLOON INDICATES PANEL ' i GROUP OF EQUIPMENT . MATERIALS SHALL BE LISTED AND APPROVED BY E2 DESIGNATION AND SHEET NUMBER OF PANEL SCHEDULE. i UNDERWRITER' S LABORATORIES. AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE32 HOMERUN TO PANEL "A" FOR CIRCUITS #1 AND #3 WITH COMMON i DIVISION OF INDUSTRIAL SAFETYr AND ALL GOVERNING BODIES HAVING NEUTRAL. JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S. I . r U.L. . N. E.M.A. AND N.B.F.U. . PLAN NOTE CALLOUT. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. 2"G•4. To S,G.E. Go. TE�MINPTIoN LoGPT' ivN• �J.P WEATHERPROOF VE I Ex/ti Lc+GPTIoN PIJp TEFzMINt IoN ` 9. ALL COND►JIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY POSSIBLE. ALL E6 UI�Y-Et`1EN h OSI �CO6 /---'ITF- 10 O SID. I EXPOSED CONDUIT SHALL BE INTERMEDIATE METAL CONDUIT OR E.M.T. AND INSTALLED IZ T T F?- F"' T CTFLO. GROUND CONDUCTORS PARALLEL TO OR AT RIGHT ANGLES WITH THE BUILDING WALLS. IF VIEWED BY THE PUBLIC. PAINT TO MATCH SURFACE TO WHICH IT IS ATTACHED. G.O. CONDUIT ONLY I N Gf'L L I 1 �1 D I I� N C� � ' JUNCTION BOX WALL MOUNTED, SIZE AS REQUIRED +18" OR ' 10. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, Tom! L LIGHT FIXTURE h10TEI - � AS NOTED. � , I COUNTY, LOCAL CODES, O. S.H.A. AND THE PRESENTLY ADOPTED NATIONAL ELECTRICAL PROVIDE- ( �o e, 164-- P /g" x 10'-O" DfLIVEri c>�oL1ND CODE (N. E.C. ) . 164E 6H71- a0 iI3¢ etjoilt 401,-A7/a/N) FLOP 61 INSTILLED IN A-N 8" DIfPME•Te4Lx 12" g,vTTOrI L.E SS k+►-� INDICATES CONNECTION TO ELECTRICAL EQUIPMENT AS 11 . THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH T::`- PLr•STIG HAII�NvHoLWITH SN P EL,AS IG God (� p �� sl REQUIRED. i PRESENTLY ADOPTED EDITION OF THE N. E.C. . ART. 0250 . O T 1 TE �1¢�• 61112_457UNC7 SH#-_L Pplivyipr, MINI mdr- 125 OH M-I PROVIDE. PAY TELEPHONE OUTLET, WALL MOUNTED WITH PIASTER RING 12 . PENETRATIONS TO FIRE-RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING L p yo No. EZA-/-To /!Ps /2o-PGi'�-peE /o ' 1`9OITIoNA-Ir GrFzoUND � �LJIFz -v To Ae-HIEVE �hTENi ~ PER UTILITY COMPANY REQUIREMENTS. REQUIRED BY LOCAL ENFORCING AGENCY. (LAME SEAL AS MANUFACTURED BY NEL 70 oy^r7- /t/cry V exR10UND L.JI' �Or LE,6,6 T"HAN g�FzvlJNv froDS, ' ELECTRIC (PH. . 213-445-1774 MR. HARRIS) OR EQUAL. //YTE � �/1L-/- r, /+/ /'/^t�W• HIGH PRESSURE SODIUM PEDESTRIAN TUNNEL FIXTURE MOUNTED NO + 2 O 110 FUti� SH#LL eE u1F�ENT LIr 'TlNcv TYPE " LP's -� �, TO- EXZSTING OUTLET BOX. 13. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS• UTILITY ��'� I�IYNUFPGTU�Ev 13Y �1JS5 �t.lti�, CHARGES AND PAY FOR SAME. COORDINATE AND PAY FOR -ALL TEMPORARY ELECTRICAL , LJ/k /Vb•PR '4/O - O,AW SERVICE CHARGES WITH THE BUILDING DEPARTMENT, SERVING WhLITY, AND OWNER. `/" • /tL[lM/Nui+n, /o' 1, rOiI"UIT #ND GONDUGTOP Pip !J'N �Jpt►�- « COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR TO 'b� '��� P�N'`��• O METALLIC GoNDUIT *h10 GoPPE.pI- WITH TYPE ' z CONSTRUCTION. " THRUM " IWSLJLA-71Ia0 . 14 . -COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE ( 1 ) YEAR AFTER DATE OF ® ALL GvNDIJGTo� Tt�IN}�l.h �HPLL ISE �-PT ED 75�G. ' ACCEPTANCE BY OWNER. ANY WORK► MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE. UPON WRITTEN NOTIFICATION. 1CT THE EXPENSE Of THE ELECTRICAL CONTRACTOR. 15. CONDUCTORS SHALL BE CODE GRADE, 600 VOLT CLASS, COPPER, MARKED 24" ALONG �� NONE ' i IT' S LENGTH SHOWING MANUFACTURER' S NAME. MAXIMUM ALLOWABLE VOLTAGE AND --- SIZE. CONDUCTORS SHALL BE TYPE 'THWN" (WET) . DELIVER THE WIRE TO THE SITE � E IN UNBROKEN PACKAGES. ICV W/i Hp5 I?O V i� --- _--- /�-LU M I N!I�E M W G L I GrN T'I t�J CF I 16. ALL CONDUIT ONLY (C.O. ) SHALL HAVE A 3/16" PULL WIRE OR ROPE. p pL� ( t "� G�►T• No• H�-loo-LLI-120- ObZ-F;dLy' s 17. USE ONLY COMPETENT AND SKILLED PERSONNEL AND PERFORM ALL WORK. INCLUDING GZ. /ff'� - Q"("{-` '' s y I..11TYf'E y DI�TF-15 711 . i 06 AESTHETIC AS WELL AS ELECTRICAL AND MECHANICAL ASPECTS TO STANDARDS v CONSISTENT WITH THE BEST PRACTICES OF THE TRADE. I ALL ELECTRICAL SYSTEM CONDUCTORS SHALL BE INSTALLED IN APPROVED RACEWAYS. 111: 11 3-f ,,T I%-5 Q (�-11�- - 4'� 91lr1GTrfi -Tp-AI erHT STaEL 1!1 19. NEW CIRCUIT BREAKERS IN EXISTING PANELBOARD SHALL CONFORM TO THE FOLLOWING: I POLE, HWe- Ller HTINC>T -# f g•SS o� -12 T A) PROVIDE FULL-SIZE MOLDED CASE THERMAL MAGNETIC. AUTOMATIC TRIP. PLUG- I� MrTe-H ff IXTUR e,6, o i IN/BOLT-ON TYPE. 10.000 RMS SYMMETRICAL AMPS, MINIMUM. WITH 75 DEGREES �T{ CELSIUS MINIMUM TERMINALS. MATCH EXISTING MANUFACTURER AND OPERATING CHARACTERISTICS. EI�T H�PR-o� H XNj7 H,I C wT# W�'-�4" �P �hn�h tti,ya�c ` ' 20. PROVIDE ALL LAMPS. HANGERS, LENSES. ETC. . FOR A COMPLETE LIG FIXTURE. �= STlINL�SS STIE�L �AN� �. �J �� M. Sq , I ALL LAMPS SHALL BE GE, SYLVANIA OR PHILLIPS. _01 �, 9 21. WHERE IT BECOMES NECESSARY TO DRILL INTO OR CUT THROUGH ANY EXISTING 12!�`1JSH NY Epp LIC. N0. 1283 -. FLOORS. WALLS OR CEILINGS TO PERMIT THE INSTALLATION OF AWORK UNDER THIS FINISH 4LPDE _3 _ o CONTRACT. OR TO REPAIR ANY DEFECTS THAT MAY APPEAR TO THE EXPIRATION OF THE I N FI.�N jE FZ S 1, � DATE ' goN� �qQ 4LC ) /8 x 18 fN�.NaFL �vLTs WARRANTY. SUCH CUTTING AND PATCHING SHALL BE PERFORMED BY TRADESMEN (I -ON ►...J� NaivKh• • EXPERIENCED IN THE WORK REQUIRED. CONTRACTOR SHALL PAY FOR ALL COSTS ELECTa'c�uEn�n�'EERsLIGHTING CONSWANTS l �� LV ISI Kabmn DrNe.R-1•Costa Mesa.CaWamin 92626-714-S57-9671 REQUIRED FOR CUTTING OR REPAIRING. ALL FINISHES SHALL MATCH EXISTING OR - 379D11ratIV�Unm • '^^"3'f•C""orr"92M • 7M-m''~D 9jFOF CA1�F�� NEW ADJACENT SURFACES. I 3 ¢ 4 GoNG¢�TE WALK-WA-y 22. ALL BROCHURES, OPERATING MANUALS. CATALOGS. SHOP DRAWINGS. CTC. SHALL BE 4'1 Q5 2� Fit4i e A C�-A-DE R E V I S 10 N S FOR CITY r SHEET `� /�- .- TURNED OVER TO THE OWNER AT JOB COMPLETION. KEN OKAMOTO & ASSOCIATES, INC. 8, ` l UNCJ+Cfz LJpLK-1..1!`{ DATE DESCRIPTION I APPROVED iwTtAl DATE STRUCTURAL [NOIN[E11>) JOB �_ '�'. �- _ _ �i�- �N UNSTi�ET 23. CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER, CONTROL WIRES, CONDUITS AND 'll I� '' ' _1 "11 Fa file I ' - 'SII �' r �TEs��sE OUTLETS TO RENDER IRRIGATION EQUIPMENT OPERATIVE. REFER TO IRRIGATION BY �M i �I --�ff 11±� =_ filler WA4LNINCt TAfg � StOfuum DRAWINGS. FOR CONTROL SCHEMATICS. V ION't Pr 2 Z lbs E• TRAFM FR I CHECK �c GcotJDUIT R/W 24. ALL SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND CITY (7a,r L �' ) ( (� , BUILDING OFFICIAL TEN (10) DAYS PRIOR TO BID. SUBMITTAL SHALL INCLUDE, BUT k-3r AS CONST. NOT BE LIMITED TO, COST SAVINGS, IF REQUESTED, ALL ITEMS WIRED FOR 120 VOLT �.S =r2 ��3;{ - 2Z ,� - ,� �`� G�'� I"I ES I IB" o.c . �TToM OPERATION WITH PLUG, AT THE ENGINEERS ' OFFICE, WRITTEN REASON FOR THESE PLANS WERE PREPARED BY: FMRWAMUSE L SUBSTITUTION AND A WRITTEN STATEMENT THAT IF THE SUBSTITUTION IS APPROVED, iy - +�� � 7S x 12.��R S� 3 �I�E� -7 ftp`�aN `I, JCA n'6T� DATE THERE WILL BE NO DELAY IN DELIVERY* CONSTRUCTION TINE OR COST TO OTHER cor4c.P�TE, FoUNOpTIo� •� LA OWWAF 0"wN TRADES. SEE' NOTE #27. �Ol,x� 131'X h�X S= c = 5�}4 - -- - � 1 MINIMUM 2�� p�S @� E rA aEacED 25. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL MAJOR PIECES OF EQUIPMENT. i� IPSO- 28 NAMEianta -2469 DATE PLATES SHALL BE 3 PLY, BLACK FACE, WHITE CORE WI?H 1/4' NIGH CONDENSED P� IkR-i' 9 � O �� �� R � `� I F RANCHO CUCAMON GOTHIC LETTERING. SCREW-ON ATTACHMENT ONLY, NO CEMENT. CITY O PROVIDE THE OWNER WITH ONE (1) SET OF COMPLETE ELECTRICAL HYLAR 'AS-BUILTS' I '" II`1c� v VJ O GA 28• ( COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION AT THE 'COMPLETION of THE JOB, SHOWING ACTUAL DEPTHS AND LOCATIONS. - \ �� Q Pwr'I- ,4ND FINI4I PA04 THE INSIDE f THC, poL r- UP To ia'' p•�vE. THM ems, PRO.ECT NAME TERRA VISTA IiA�' �pcl. --�• _= los�sK kz= ' �±� 20 1/2" DIpMETr.fr- Weep HoLe- MILLIKEN PARK 27. WHETHER OR NOT THE ARCHITECT APPROVES A PROPOSED SUBSTITUTION, THE COIrMC?OR SHALL PROMPTLY, UPON WRITTEN RECEIPT .OF THE ARCHI:'ECTS BILLING. ��./ I�'t x 4- 6,�, r #fTE-F- FII IS W-6TP-LLe_P PND PLU M'�D. SLvre- Tor To 'ppo'10 SHEET TITLE REIMBURSE NIM AT NIS PUBLISHED HOURLY RATES FOR HIs ?INE AND HIS 1 AW^y F-F'ePM POLE, LIGHTING DETAILS & NO Si. CONSULTANTS' ?IME FOR ALL ?IME SPENT IN EVALUATION OF THE PROPOSED 2. 3�}'jC I�4 SUBSTITUTION. �_ = I• D Ib I y�Sb�- 4,= b•job I F Poll Ih To M W6T�`�-�•,Ep �re 1,_JP►LIG•hJ/`Y Ih Fav U F-!3 p, �LoGI<. O APPNo�►ED r : 4 x'k°x ® C>if►• FILL IN PND FINIhH o Mt !- 40A I..4At 4r1r- lFTe� o1.E� Q 2i. WHERE A CONFLICT OCCURS arm= T,I P " T Y + n `�' kec 1474, ESE i s >mCZFICA?ION AND ANO?'NER EL>oc?RICAL Ih I I�IST�L.Li✓D t-ND PLUM�D. �"�' SPECIFICATION ISSUED AS A PAR? OF ?NESE DOCUMENTS. THE MORE STRINGENT r, p g. I I X- D • COMMUMTY S MANAGEI+ DATE /0-/1- 1Q Dy CITY RDQOIREMEN? i1;NALL PREVAIL. 21 I + t -t~- 4- x 4�, op, 'J, -- --- hQ rFtaV I DIi GOLD ,Jo(NT 6,od PJp Pot.F ra je, APPROVED , T sHEET 33 cF 3 !L DAA ED OFF,pA` - DRAWING ND. l T oo-L.' DATE CITY RAMMER - PROJECT SHEET NO. ;,,&OF &,P?,9 'J 1 �6 f CONCFErE IO.CONCRETE FIMSM E. Plant List - Is indicated On drawings. Ste Sheet 22 to 25 14.PLANTING Vfeg, SHMM AM GROUND COVM 2. Fertilization - Fertilize three (3) reeks after planting with S 1. SCOPE Flat surfaces shall be screeded to the required levels and slopes and F. Sizes of Plants - Shall be as stated on the Plan. Container A. vines and shrubs shall be planted in pits at least 18" greater pound's-8 per 1,000 sq. ft.; fertilize thereafter every J then any excess water and laitance removed. Concrete shall be stock ,..-ga on. 5-gallon, and 15-gallon) shall have been grown in diarter than their ball of earth and at least 12" below the thirty (30) days. compacted with a grid tamper and then floated to a true level surface bottom of the ball. Compacted soil at bottom o! it shall be Furnish and install all Concrete work complete as indicated on the in containers for at least one (1) year, Due not over two years. NDa D within the tolerance of 1/8" along a 10" straight edge. loosened and the pit filled with " drawings and specified including: prepared soil to the bottom C. Disease and Pest Control - for control Of SlY9S and snails. a of the ball. When the plant has been properly set. the pit apply pelletized tr ca cium arsinate S% by weight and Set plans for concrete finish in landscape areas. G. Substitutions - Substitutions for the indicated plant materials shall be filled to the required grade with 'prepared soil" and metaldehyde 5% by weight as per manufacturer's recommendations A. Furnish and set all reinforcing steel, bolts. and anchors. Will permitted provided the substitute materials are approved in advance by the L.A. and the substitutions are made at no thoroughly settled by tamping and catering. All vines shall be two (2) reeks after installation. B. Instal Tall items required by Other trades which are to be Cast into 1 1• EXPANSION .IOM�ITS additional cost to the City.. Except for authorized variations. removed from stakes, untied, and Securely fastened in ean x Concrete. all substitute plant materials shall conform to the approved manner to the wall. fence, or Other surface next to For Control of cutworms and other soil insects. apply Metro Placement of expansion joints shall be as directed and determined by which they are planted brand soildrin as per manufacturer's recommendations two (2) layouts of slab markings noted "E.J." on drawings. Expansion joint requirements of these specifications. If the accepted substitwe C. Concrete mow strips, footings for walls, fencing, benches. eft.. y n9 9 D j weeks after installation. This product contains Dieldrin. material shall be Quick Juint, or roved al, or as noted in materials are of a less value than those indicated or specified. D p phorothioate. where applicable. i'qi+ the Contract price will be adjusted in accordance with the B. Prepare a depressed water basin as wide as lent balls at each lindane and Phos Plans. Z. GENERAL provisions of the contract. plant. Mater thoroughly, backfilling any voids with additional prepared planting mix. Exterminate gvMwrs and moles and repair damage. All requirements of subsection 3.31 standard specifications for 12. PROTECTION N. Plants Not Approved - Plants not approved are to be removed from C. Ground Covers All finished concrete work shall be barricaded to pedestrian traffic site immediately and replaced with suitable plants. The L.A. - D. Pruning - All shrubs and trees shall be pinch pruned of Public Works construction, shall apply except as specified herein. end/or City reserves the right to reject entire lots of plants necessary to encourage new growth and to eliminate rank Sucher for three (3) days. Barricades shall be placed immediately after (1) Pits for flat sized plants to be at least 6 x6 x6 . GroYnd growth. 014 flowers, and dead foliage and limbs shall be concrete finishing. Contractor shall furnish, lace, and remove all represented by defective samples. S. MATERIALS D cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of of his own barricades. Contractor shall be responsible for any plants shall be planted in dry soil. the city maintenance inspector. A. Portland cement shall conform to ASTM-050, Type I or Type i1. damage to new construction and replacement-or repair of the work S• FER I LJZERS AND SON. C shall be made without added cost to the City. (2) Set plants in center of pits so that crown of plant will be E. Weedin - All planting areas including lawn. growbcover and Samples of all :oil amimendments, sod and plants shall be submitted for level with finish grade after settling of soil. then shrub areas shall be kept weed-free at all times. (keds shall 8. Concrete aggregate shall conform to ASTM-C33. inspection and stored one the site ,intil furnishing materials of is backfill and dater. be dug out by the roots and disposed of off site. 1 3. PATCHING completed. Delivery may begin upon approval of samples or as directed by C. Water shall be clean, free from strong acids, alkali, oil or Organic L.A. and the City. matter- (3) Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period. the Contrscot If patching is necessary and permissible, .� Don41n0 agent such as 4" but not more than 6" in length. shall fertilize per /26 - Lawn Maintenance and /27 Groundcovers Weld-Crete, or equal, shell be used. A. Organic fertilizer shall be processed sewage sludge with a and Shrub Area Maintenance of these specifications. D. Admixture for all formed Concrete shall be S1KA Chemical Corp'f minimum content of 1% nitrogen and 2% Pho:ohoric Acid similar to e� TREES Ai n%RNWQ ^#-e4 11hL1 IN 1 AY/aias ......,,_.. ... ..... 7 O1astiarcnt' or approved rgva'., applied in strict accordance with "Nitrohumus". Method of processing shall not destroy normal . 26.manufacturer's directions. 14. CONCRETE CURI1S bacterial content. GUARANTEE AND REPtA C M E NT 8 Trees and vines occurring in lawn shall be planted before final Construct concrete curbs at locations Shown on Plans as detailed, E. Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. preparation of those areas. A. A11 shrubs and grovndtovtr shall De guaranteed by Contractor of B. Nitrogen stabilized sawdust shall De bulk with the follows to growth and health for a period of One year after Wirefabric: ASTM-.x385. true to line and grade, as approved by the local County or City. Use 9 n9 natural grey Portland cement concrete, 2500 psi compressive strength. nitrogen content based on Ory weight: Y Locate expansion joints as detailed o. shown, and as directed at 16• CARE Of PLANTS BEFORE AND PLANT. completion of the specified maintenance period, and/or final F. Forms acceptance by the city. All trees up to 20" box size shall be intervals not to exceed fifteen feet (15'). Finish with steel 0.5X for Redwood Sawdust �rLumber shall be `construction grade' douglas fir. 0.7% for fir Sawdust Plants shall not be allowed to dry out before Or while being planted. guaranteed by Contractor to live and grow in an acceptable (2) Plywood used for forming shall be at least 5/8" thick, and edge trowel, then brush with bristle brush parallel to fate or edge. i i h i Keep exposed roots moist by means Of wet sawdust. peat moss or burlap at upright position for a period of One 1.OX for Bark or Pine Bark or mixture pe year after completion 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-M Salinity - The saturation extract conductivity shall not exceed except while being placed in the ground. Wilted plants, whether in place the city. Trees in 20" boxes or larger, and all field grown G. Expansion joint filler shall conform with ASTM-D1751 (premolded). 3.5 millimhos / cm at 25C. or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in Upon completion of all concrete work and before final acceptance, expense. an acceptable upright position for a period 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, Commercial fertilizer shall Dt delivered in sacks with manufacturer's 1 7.WATEIiMK3 BASINS city acceptace. A. alit neat condition acceptable to City. -1 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 and li. 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 , w w�c^w ^��,� rTy.r� shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for specified herein. v'�rf SCA E =4S RX T M A. Tree staking shall be as per detail. See Sheet 26' from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and (2) Concrete, minimum 28-day ultimate strength shall be 2500 psi. 1SCOPE at least 4" high. Mounds for all other trees, vines or plants size at the expense of the Contractor. � Excavated (3) Ready-mixed concrete shall conform to ASTM-C94. not otherwise specified shall be at least 2" high. Eted B. Ties for holding trees shall be as per detail.See Sheet 26 , earth, if capable of retaining water, ma be used. An The work of this section includes all labor, materials and equipment 9 Y Y C. Contractor shall. with n S days notice by the city remove and ,1 8. Proportions orb Consistency required to complete the work indicated on drawings. The work shall be 1 Q GRADING AND s01�. PREPARATION settlement within the basins retaining water shall -be refilled replace all guaranteed plant materials which for any reason fail performed in accordance with the best standards of practice relating to nitrogen the n stabli grade with prep red soil, and additional to meet the requirements Of the guarantee. Replacement shall be the various trades and under the continuous supervision of a competent A. Contractor is to finish rade to within 1/10th of a foot Or 1" 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 g to restore the mulched condition. original planting, and all such replacement materials shall be mixture which will readily cork 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: 9w 9 4Y materials. cause excess free water to collect on the surface or B. Moisture Content - The soils shall not be worked when the S. At the end Of the 180 day maintenance period all watering basins cause excessible bleeding of the forms. Finish grading for planting, soil preparation.. fertilization. planting, moisture content is so great that excessibe compaction will in lawn areas shall be leveled to finish grade and the area Z 7. CLEAN-UP i th i ill f t t dwform n e air that d n it i h t and nowes so dry aus including lawn, mainten3nCe, inspection and certifications, guarantees, occur, ashall be sodded with the specific sod. 1 (2) The recommended practices of the American Concrete Institute clean-up. staking, guying. ano espaliering , miscellaneous allowances. or that clods will not break readily. Mater shall be applied if Upon completion of the work in this section. Contractor shall remove all necessary to provide ideal moisture content for tilling and forrubbish. trash and debris resulting from the operations; remove disused shall be followed in all applicable procedures. The maximum I& WATERING slump shall not,exceed three (3) inches for footings, slabs planting• equipment and implements of service; leave entire area involved in a neat ongrade. and mass concrete five (5) 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 soils E h igrading. Excess sos stream in the finish h i icpate the ns C. Control A. All sprinkler work shall be inspected and approved prior to start of a manner as to antplanting holes until the material about the roots n r f r m h sall be removed or redistributed before application of any work. is completely saturated from the bottom of the hole to the top round. The cont rete qw lity; proportions, consistency, etc., is subject to fertilizer and mulch. Where soil is to be replaced by plants of the 9 .! approval of City and n0 changes shall be made without the City's- 8. Prior to excavation for planting or placing Of stakes, locate all and mulch, allowance shall be made so that when finish grading M utilities, electric cables, conduits. sprinkler lines, heads, valves, has begun, there shall be no deficiency in the specified depth B. Plants which cannot be watered efficient) with the exists written approval. p of mulched planting beds. Y n! Z and valve control wires, and all utility lines so that proper D 9 water system shall be watered by means of a hose. y� precautions may be taken not to damage such improvements. In the S. FORMWORK event of a conflict between such lines and plant locations, promptly D. Weeding - Before and during preliminary and finish grading, all C. Apply quantities, and as often as seasonal 1 water in sufficient � A. Forms for concrete work shall be either metal or wood. forms that and grasses shall be dug out by the roots and disposed of t notify the City inspector who shall arrange for relocation for one Conditions require, to keep the ground wet at all times, well or the other. Failure to follow this procedure laces upon off site (except those weed3 and grasses not of the perennial below the root system of grass and planting. Care is to be are warped or that d0 not have a smooth straight upper edge shall not D p Po type, less than 2-1/2" high and not Dearing seeds, which may D! y 9 9• 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 taken in watering slopes So as not to cause erosion damage. line and grade and shall be staked rigidly in place with stakes set all repairs for damages resulting from work hereunder. turned under). Oats more than 2-1/2" high and not bearing seeds may be turned under. Perennial weeds and grasses to be removed D. 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 i throughout the construction. All forms shall be approved by City means of a hose with a slow-running stream of water. within a tolerance df One percent (lt). All materials shall be 3. OVANTITIES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plant f accurately and separately weighted and mixing shall continue until1 8.TREE STAKING t the distribution of material is uniform and the mass of concrete if Plant materials shall be furnished in the quantities and/or Spacing as Alfalfa Johnson Grass Mire Weed Morning Glory Q Q homogeneous. shown or noted for each location and shall be of the species, kinds, St. Augustine Grass Stake all non-guyed trees at time Of planting by placing stake in the `� sizes, etc., as symbolized and/or described in the "Plant Material prepared hole and driving it 18" into solid ground. Plant the tree as E. All planting areas shall De scarified to a depth of 12 inches 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 list close to the stake as possible without crowding the roots. Fasten the withheld from the mix at the plant, and all or a portion may be added only as a convenience to Contractor and assumes no responsibility for its tree to the upper-end of stake in at least three places using X-It tree `( below grade with the spacing of the ripper teeth no greater than 12 inches on center prior to placing conditioner and V t to the mix at the job site as directed by the Inspector. The accuracy. The landscape Contractor is to verify all sizes and braces. t be fertilizers. All rock and debris more than 2" in diamter shall 2a�� �g concrete shall be mined at least 5 minutes after Such water is added nurntittPs. be reemovved from the site. Ai and not less than 3 minutes of this time shall be immediately prior `i \ to the discharge of the batch. Total mixing time after adding AND QUANTITIES All trellises and stakes are to be removed from plants and the plants v original water shall be at least 15 minutes. 4.VERIFICATION OF F. Trenches - If sprinkler system is installed after grading and 1 arts snip is completed, the upper shall be fastened and trained against fences or walls as directed by the Dimensions are approximate. Before proceeding with any work, Contractor g pp 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 be retilled and fertilized to the depth specified for the ar"r requir-d, to conform to the specifications. 11 of cement and water. and concrete which has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or Z 1.CERTIRCATE$ after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area 11. FINISH GRADING where there is such a discrepancy until approval for same has been given In addition to any other certificates specified, Contractor shall furnish d. CONVEYING AND PLACING b L.A. and cit a certificate with each delivery of bulk material, stating the source. Y y• When preliminary grading, including weeding and fertilizing, has been quantity, and type ype of material and that the material conforms to the A. Before 6 INSPECTION complete and the soil has dried sufficiently to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer. the i pouring, all forms shall be thoroughly cleaned and made tight. • lawn and planting areas shall be, graded to the elevations indicated on The bottom of trenches shall be wet down before pouring footings; p g 9 certificate shall also state the volume, net weight, percent of Nitrogen i earth shall not be muddy at the time of pouring. Concrete shall not A. All inspections shall be made by L.A. and city. Contractor shall the drawings. Grades not otherwise indicated shall be uniform levels or and percent of Phosphoric acid. For each fertilizer and soil be placed until reinforcements, rough hardware, and forms are request inspection at least two (2) days in advance of the time slopes between points where elevations are given. Minor adjustments of conditioner, in containers, a similar certificate or invoice shall be approved by City ins quiinspection 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 Finish rade shall be a smooth, even and uniform lane without abrupt material. These certificates shall be submitted to the L.A. and city B. Before depositing new concrete against old concrete. all A sitance B. inspection will be required for the following parts of the work: 9 p D prier to tho start of the maintenance period. change of surface. Soil areas adjacent to buildings to allow a natural ,p shall be removed, and the surfaces roughened to expose the embedded run-off of water, and surface drainage shall be directed as indicated on 22,PROTECTION l aggregate. The surfaces shall then be covered with cement rout, (1) During finish grading and soil preparation. the drawings b remodeling surfaces to facilitate the natural "run-off" 9 9 y g Contractor shall carefully and continuously protect all areas inclYded in using the specified mix with 1/2 of the course aggregate omitted. of water. Low spots and pockets shall be one inch below grade of 1-1/2" thick. (2) Plants. at time of delivery t0 site and prior to planting. adjacent payment of an kind. Gradin shall be done when soil is at the Contract, ie of the plant materials, fences, supports, etc., until 9 final acceptance of the work by the L.A., and city- C. Conveying and placing of concrete shall be done so as to prevent (3) When vines, shrubs, and trees are spotted for planting, but optimum moisture content for working. separation of ingredients, and in no case shall the free fall exceed planting holes are not excavated. 21 MANTANCE 6 feet. Tremies shall be used as required. Surfaces of concrete shall be kept reasonably level, with a minimum. amount of concrete (4) Specimen trees at source, before Delivery. 12. METHOD OF PLANTING AND WORK PROCEDURE A. Contractor shall maintain a sufficient number of men and being allowed to flow after being placed. Placing shall be adequate equipment to perform the work herein specified. Plan i performed as a continuous operation until each section is completed. (5) Lawn areas prior to planting. maintenance work shall consist of applying water, weeding. A. No planting shall De done until all operations in conjunction n9. _ D. Concrete shall be spaded and vibrated with mechanical vibrators to (6) Dlanting areas prior to planting. with the installation of the sprinkler system have been caring far plants, including of lawns, fertilizing , Shrubs and trees, a maximum subsidence, without separation Of ingredients. The moving he s art of the completed, final grades have been established. the rthtng arefs edging, aerating, and mowing of lawns, fertilizing and Control of concrete by vibration will not be permitted. (7) All landscape construction items, prior to t i have been p ops y graded p pa pe of pests and diseases. calendar day maintenance period ("Final Inspection"). work approved by the city. B. Damage to any planted area shall be repaired immediately. . 7. GROUT y pe B. The relative position of all trees and plants is subject to Depressions caused by vehicles Or foot traffic shall be filled (8) At completion of 180 calendar da maintenance clod ("final A. Grout shall be composed of one rt Portland Cement and two arts of Maintenance inspection"). approval by the City and shall, if necessary, be relocated as with topsoil,pleveled,gand replanted. Exterminate gophers and FOR��tRBE OK1/ NDo D directed as part of the Contract. moles, and repair damage. R E V I S 10 N S fine aggregate by volume. Materials shall be mixed dry and water (9) Inspection reports shall be made for each inspection by the C. The entire project shall be maintained for a period of 180 days DATE DESOWTION EO 8rT1AL DATE added just sufficient to make the mixture flow under its own weight. L.A. and one copy shall be submitted to city and Contractor. C. All plants shall be removed from thier container and set so y B. For dry tamp cement grout, a minimum of water shall be added to the grade that they bore to the natural gradebefore being the sat from the time all items of work have been complete to satisfisf that, when settled, they bear the same relation a he required S• the action of L.A. and city. �E T mix so that when wet sample is squeezed hard in the hand, surface transplanted. Each plant shall be planted in the center of theA1K¢ moisture, but no free water, shall appear on the sample. Do not mix A• CERTIFICATION pit and backfilled unless otherwise specified, with the prepared 0. The project shall be cared for in a neat, clean condition at all ;GOD DRAIN 1 ,; more than can be used fh 30 minutes. ii il in muddy Condition shall be used for backfills ti"s to the satisfaction of city and L.A. � j Prior to job acceptance, written certifications shall be submitted to the so. .. No so. . y n9• jkF=C a. city for the following: No filling will be permitted around trunks or stems. All broken CURING AMC) PROTECTION or ayed roots shall be properly cut off. 24. LAWN MAPITAPK%E C14IECK A. Quantity and Quality of Commercial fertilizer and Organic A. All exposed surfaces of concrete shall be protected from damage due to temperature. elements, and construction operations. Fertilizer. 0. L.A. and/or city shall supervise the placing and planting-of all A. Watering - Mater every day once per day for two weeks and R/1N " therefter grjdually rdu-.e frequency of watering to three times AS CONST. plants. per week. Contractor sh.,ll continue to maintain the lawn until- B. Corin B. Quantity and Quality of all Soil Amendments called for by Plans final acceptance by the L.A. and city. - -9 and Specifications. E. In the event that underground construction work or obstructions TWSE PLANS WERE PREPARED BY: Kok N111IATE 1181E r are encountered in the plantingoperation, alternate locations B. Fertilizin - A 1 16-6-8 at the rate of 5 (1) All exposed surfaces Of concrete shall cr protected from 7 MATERIALS for plant material will be selected by L.A. and city Alternate _T9 PP Y pounds per 1.000 �-7 LTD NT11K OA7E premature drying and freshly placed concrete shall be protected • locations will be ddne at no extra cost to the City square feet three weeks after installation and water immediately L- N�L.� 1.1 U against wash by rain. All concrete shall be kept wet for p thereafter. �- A:dirpiC CIIIJIMIN period of ten days alter placing. In order that curing water Plant materials indicated on drawings and herein specified shall conform 1T5D Ear► / CHIE�� g to the following: 13.PLANTING OF TREES C. Diseases Pest Control - Two weeks after installatin of lawn, may reach both surfaces of walls, the forms shall De loosened ft CA and water shall be poured over the tops of the walls and allowed to run down between the concrete and the forms. A. Nomenclature - Plant names indicated on the drawings conform the A. Position plants in locations indicated On drawings and secure apply a granular mercurial fungicide of 1.SX mercurous chloride �� D/KTE Sttandard-gant Names" established by the American Joint approval before excavating pits. making necessary adjustments as as per manufacturer's recommendation. KVIIINER FLE indicated. } (2) All liquid curing compounds shall be used in accordance with the Committee on Horticulture. Except for names covered therein, the D. Mowtn9 - The lawn shall be mowed ata height of 1-1/Z" with a �'TY O RANCHO ���O �����O manufacturer's recommendations and shall not be used on surfaces NGA estarotary mower, equipped with rollers, before it reaches 2" in blished custom of the nursery is followed. B. All pits for trees shall DL dug square with bottoms level, the height. Collect grass clipping receiving concrete hardener. length of sides and depth equal to two times the diameter of the 9 9 pD g during mowing operations and B. Condition - Plants shall be symmetrical, typical for variety 9 remove from the site. COM1Ml.1NfTY SERVICES DEPARTMENT: PARKS DI`!1S10111 u S. DEFECTIVE CONCRETE --� tree ball. Compacted soils at sides and bottoms shall be 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 `� systems, well-fillip their containers, but not to the int Of backfilled with "prepared soil" to the required grade, and the After each cutting, the edge of the grass shall be trimmed to a PROTECT�� RRA MTA line, level, or plumb; showing structural cracks, rock pockets. y 9 Do neat and uniform line. The lawn edges shall be maintained being root bound. Plants shall not be pruned AT ANYTIME, and in balance of the pit filled with "prepared soil", thoroughly neatly at all times. M I L LI K E N PARK voids, spalls, honeycombing, exposed reinforcing or other damaged no case shall trees be topped. settled by water application. p�11M surfaces shall be considered as defective. SHEET TTTLIE 9 C. Dimensions - The height and spread of all plant material shall C. Set plants in center of pit, an a vertical position, so that - 5,dROUNDCOVERS AMSHRUII AREAMAINTANCE SPECIFICATIONS 8. All fins and irregularities shall be removed from exposed concrete a measured with branches in their normal position, and shall be crown of ball will De level with finish grade relat4rterionship olshipnt for - A. Waterin - 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 bear the same re.ationshi t0 required, all loose and unfirm concrete shall be removed prior to measured 4'-0" above the surface of the round. Where caliper the finish grade that it did to the soil surface in the 2 weeks after installation. Reduce watering er every other H Q _ 9 Pt day for the next two (2) weeks. Mater thereafter three (3) Q APPROVED patching. Minor rock pockets end honeycombing shall be patched with of other dimensions of any plant materials are omitted for the container. Ur. no im times per week until final acceptance. W dry pack Concrete. "Plant Legend", it shall be understood that these plant D. Prepare depressed water basin as wide as plant balls at each ace� =4 AMC W_Vf 7 9 materials shall be normal stock for type listed. p p plant. Mater thoroughly, backfilling any voids with additional �aYt T1F a0407CESMAIMACIER DATE /D-/9- D Dyf•Cr" E11OIMME ►:' D. Inaction - All plant materials must have been previously prepared planting mix. inspected at the nursery by the County Horticultural Department. SHEET 34 OF ATE OfF1L1/1L SH and shall be subject to the inspection and approval of the L.A. and City 14jf beefpre planting. vI MmqAPPRCPVW DRAWM NO. AWN PROJECT SHEET No,A<? OF �?