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HomeMy WebLinkAbout1431 RANC110 CUCAMO...! TGA SPORTS COMPLEX C_Wn2v "111s�-c-W ]ED, _JX1N1**TS GENERAL NOTES 1. All work shown hereon shall be done in accordance with City of Rancho Cucamonga Standards and Specifications, Chapter 70 t of the Building Code, latest edition. 2. Prior to start of grading all existing vegetation and debris, including existing structures, footings, foundations, rubble, trees and root systems shall be removed from 'the site to the satisfaction of the Soils Engineer. 3. After stripping the existing debris, any existing loose fill or disturbed natural soils shall be excavated to the satisfaction of the Soils Engineer. 4. The exposed soils shall then be EVALUATED by the Soils Engineer, and any additional over-excavation shall then be .•� _. ___ ___________ �__��_��___�--__ _____ made in accordance with the Soils Engineer's recorrendations I GRADING PLAN and as contained in the Soils Report. 5. The exposed soils shall be scarified to a minimum depth of INDEX 6-inches, brought b neon op"niurn moisture content and compacted to at least 90% Compaction. Based on the ASTMD laboratory test method. \ 1. Title Sheet roorpaq BLVD, 2 . Demolition Plan 6. Compaction shall be obtained by methods specified by the I 3. Detail Sheet Soils Engineer. 7. If any unknown sub-surface structures are encountered during i �{ construction, they shall be immediately brought to thePROJECT LOCATION 4. Detail Sheet _. attention of the Soils Engineer and Architect prior to = 4+1 _ proceeding. j t1 W S . Wall Profiles 8. Dust shall be controlled by watering throughout the grading t and building construction operations. ` 6. Wall Profiles / OMITE IiRAtlG 9. Protective measures shall be taken by the Contractor to ARNOWsl 7 . South 1/3 Grading Plan protect adjacent property at all times during construction. Rou Protective measures shall be taken by the Contractor so as Middle 1/3 Grading -Plan not to cause any mud, silt or debris onto public or adjacent .JI property. Any mud or debris on public property shall be 9 North 1/3 Grading Plan removed immediately. 1 C &9A NORTH �J GRADING PLAN BID ALTERNATE SHFET 10. Prior to start of any building construction the Contractor W 10. Planter Details Am shall furnish the City with certifications from the Civil 301 1 = fy Engineer and Soils Engineer that building pad subgrades are 1W p O 11. EROSION CONTROL PLAN within 0. 10 foot of the approved plans and that the proper = t compaction and preparation has been obtained. 12 . • Coordinate Sheet 11. No grading shall commence without obtaining grading permit 4 A AT • .*F R• R• and notifying grading inspector 2 working days prior to the start 13 . South 1/3 Dimension Plan of work. s 14 Middle 1 3 Dimension Plan 12. The Soils Engineer shall also be responsible t." oh;ervinq and testing utility line backfill � ® 14A MIDDLE � DIMENSION PLAN BID ALTERNATE SHEET. andcertify that proper compaction has been obtained by 15 North 1/3 Dimension Plan subcontractors and agencies concerning utility line backfill I including, but not limited to sewers, water lines, ® 15A NORTH h DIMENSION PLAN BIC ALTERNATE SHEET electrical , gas and landscape irrigation lines . 16. ON-SITE SIGNING AND STRIPING 13. Responsibility for grading and inspection shall be assumed by the Engineers of work in accordance with Section 7014 of the / PSP/1/,QTLe E�CJG��iVE�'IrS •VOT/CE TO CD.tJT.e�CTd,C� r "Uniform Building Code" . i 4oC.4r1a,c/ of qA.IY .1,u0_-z4.eou.vo u7,4/7y P/SEs o� sTCUCr./eE5 Svaw, ow nA"sE AuA,ws .oRCE 14. Certificate of final lot grading are to be submitted to the G:sTovEo aY q "> Oee</ eF .9✓!J/LlJBGE eELGGPS To Ts/E BEST ac sue eJ6WZED4E TNE.eF vee .c/D EX/s7 t/T/c/7/ES Building and Safety Division prior to final building EaCEPT /7S Ale7ep 041 7!/ES6 PG.OAIS. T,vE CcvTeOeToe /g .eElJ.REP ro T,vA4E tw/ PeECA4T/OJq¢Y ,yE4s c/ s re, ptOTECT T/JE 4JT/G/T/ES S/Jeu/,c/ t WA1Y 0;x115.2 L/,c/ES OW- sT2G/CTuE6s•,c/oT Sc/or!/,V el/_/ T/JBSE PG4cJS. inspection. (By the General Contractor )© CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES plC CD,(/TEACTD,eS d/' K/G.C.+' Se,/OK//J Ga/ c.e .BEG<1TEo To rt,ESE PGF7A-1 S G,e/!>GC. 15. An "As-built" grading plan and certification of compliance DUCT oRweoT/o )Jg Sb 7L/OT !/LL EMPLOYEES lJEE Peev/vE0 A SOLE PL.QCE TG K/oeC qc/O T//E with said gradingplan is to be submitted to the Building and AWB921C /S P,eOTECTED. TOLD CO,VTE.00TOeS s,/BcouTP,ocrc�s ss/.OGL e0",fR6Y x//T.�/ 7s.'E "d0eC[./,-ar10Ab04. P g » '=,�v� L.f. /�>$$'T s,OFErY !!v0 �/EgLT</ ,eE$tlGgT/O.V// OF THE U.S. OEPA/2T/✓�F.VT of G/lBo.e VVV x//T/! T,/E STATE Safety Division prior to release of grading bond and prior to 1 Construct 6 curb only per City of Rancho Cucamonga Std. N0. 3U1 . � final grading inspection. (B the General Contractor )m 2 Construct 6" curb with 24" gutter per City of Rancho Cucamonga Std. N0. 303 . ► 6456rL.F. 6,769 CAL/Fo.e�tJ/!/ DEE.O,eTME,cIT of /.VOG/ST�C/.QG .+°EL.QT/o,c/S' Cac/ST•eUCT/Uti'S.Qi�ETY o,C47E.es. // 16. All slopes exceeding 5' in vertical height and exceeding 5: 1 3 Construct 3" A.C . over 4" A. A. . Q ,_ S•F.�QSPS709 rvE c��/� Ec/�/�/EEe s�/ooL .vat aE �Es�ovs/aL� .,v ovY woY Foe T.vE/JcOVTe�CTOLS ' svec�vr/��cro.�s' P g g g 8.340 SF. COMOL/4(/CE w/Tf/ XA4,5 OCCL/OAT/at/L�G SAFETY lJ.v� IJEOGT</ ,eEciUGIJTioc/S of TN.= L/5• <'6�4�'TME.c/T slope are to be planted with approved plant material and ,� Construct P.C.C. swele per Detail Sheets 4 of 16. -.I aW /vDUSTe/qL .��.or�ovs' 'I co�JszeucT.o.v s�v.=Err o�oE�s/J provided with approved watering system. Construct P.C.C. sidewalk P59 1-nJfvS.-_AP� Agc4 77' ,r'S P s �5 5►1t5. 13 Ti l �� Fo1L /�"�S � , Q 51,330 S.F. CO,c/T,e.00TOC FU,6�T.�/E.p AeF.eEE3 T//,4T• ,4/E SNALG RSS//ME SOLE 0; CoMPLE'TE .eE.','PO.c/S/BGE 17. NO elevations will be changed during grading for balance or , 430 L.F. �Es�a /L/TY Foy ✓oa s/r`c cac/O/rays o�%e%u� T,c/E Caues•E ca usne/1croc/ a,� :v/s Pea✓E-r T, any other reason without written approval of the Building b Install trench drain per Landscape Architect's f�L/�./�!5 , © see sheet 5 ZO s,,FErr aF Toll PEPSo�/S .o.�o P,eoPE',-Tyj T.v.1or ri/s LEgcIiCE/NE,tIT SI!!GL .vooGY cocYT.c/uodscy 7 Construct limited access curb per City of Rancho Cucamonga Std. NO. 902 . '-�' L.F-Az 1)3 0AJPAJor � G/M/TEP ro ,✓a)eMgL „c/beric/Cy NotleS; s7,vo rmc*, rIE Co,c1rmveTo.e, S•,,41W OEFE,c/L7, I.vaEM///Fy Official and Civil Engineer of record. 21 EA, ,OAIP ,/G>LO T,vE c/ryoF 6W,uC,vo G•uc.gA4,0c/y.o �EAOE_ ✓EGos'/✓/Ec/T .4FE�/GY1O.vv6,C y,vo r,UE E.c/c 18. All P.C.C. water carrying devices with minimum slopes less 8 Construct sidewalk ramp per City of Rancho Cucamonga Std . N0. 310. NgeMLEss neo,✓/ .quY � QLL L/oB/L/Ty, eE/7L Wira T/JE .r'EeFO,C,I//giJCE than 0. 5% will be water tested prior to final finish. X _4 Construct 8' high block wall per Profile sheet 5 of 16, and Landscape Architect's P4A,,15 G>< wo� oc/ r,U/s Poo✓ECT, EXCE,�T/.vc �e L/q8/L/TY �e/s/,vim F�.� r••/E se:Ve_C NE�ytE�E,c/CEOF 19. All walls require separate permits and inspection. Oheet 27® Detail "E"Q _Z�l '.I;9f21-L.f. 3,700 sA/o .v�E.vcr oe Eve/�EEr. 20. All works within public right-of-way require separate permits .Construct retaining wall per Profile sheet 6 of 16, and Landscape Architect's Pt-Ads and inspection issued by the Engineering Division. 640 L.>< 21. All roof drains shall extend through curb faces to outlet on sheet 27 Detail B" OSP =CIAL DOTE hardseape. ©& Consfr-uet 1?44eri;,gs far Landscape ArcliviecA 's Plants tons. Es4Fel- +e Shecf "a.11 Ia " � -+s�s66s•F�s99© ��CGOS.F 22. The undersigned Civil Engineer will be responsible for J�CovCT,e?ucrioci 4EyFc/D f /voTES " Alo•fc Alam,6cr // /Z //(J,tl ["S. .oJCh's. P�ans.� � 201eEv/s/oJ,/, ey oEegrs,I cr_-eS , f ansae., professional inspections in accordance with Section 7014 of 100 L.F /ti/CGt/oES of/SL'. ,DOTES , C//L7tlGejc P P IY Construct 18" curb per Detail Sheet k of 16. -� AIEw PCA,c1 SHEETS qv0 OEGETEO o,e the "Uniform Building Code" . " ! EA. 4,091T/✓E ago JrEMs ,QS ,Dore.O o,v T//E Construct curb cut-out and local depression per Detail C sheet 4 of 16 . /,vv/v/DGJS►c. syEErs. 23. Paving shall be performed in accordance with R-Value and pavement tests taken /3 Install "Brooks Products" catch basin NO. 2424 , with traffic grate per Detail "A" to determine structural sections (prior to paving). 0__ 2 EA. sheet 4 of 16 . ® 94. R -�/� dsr<uebanec �nn/f /s' ecc�ui,eccl /cr /il,s >g'g/e,l. -zexs, 6,,/act a 20 Lf. PART-A Sd9// rnarcdno lnd17/y LIp/ a� y�rcL,l/ua Alf <7i¢) 38 (3�-2�/I dor nstall 4" X 14" rectangular cast iron drain pipe. © ---;cam f�rmif A�Plc�fiLv,. l�ecdmc✓/,�gJion o/ S'�.rl, �em/t S6g// Be .Si6mrffoal � ' of An"0140 / 4,402 SF. REVISIONS FOR CITY USE ONLY �o ftic efy �,c� �, ,�rdance �o , Pe�� �.�,nq F6f s utter r Ci[ of Rancho Cucamonga STD. N0. 308. 1y Construct spandrel and cross g per y g 1,261 L.F. DATE DESCRIPTION APPROVED INITIAL DATE -• - • 18 Construct dirt swale and berm per Section 0-0. 1 EA. n 19 Construct 25' square A.C. pad with C .M. P. riser per Detail Sheet 4 of 16. 1 EA. /z-�-Qo CIVW-c e0 ��/fN r ,ES /$? STREET NOTE TO CONTRACTOR D Construct underwalk drain per City of Rancho Cucamonga STD. NO. 507 . ,� 9 EAVT� ANLITi / WATER/SEWE THE QUANTITIES NOTED ARE PROVIDED BY THE ENGINEER SOLELY / Construct special cross gutter per City of Rancho Cucamonga STD. N0. 309. 1 EA /� a7- no t¢.�yeu£RA� uo7S GRD t DRAIN Construct 8 concrete with wire mesh er Section P-P . 11650 Sf. 1 "CO steuGYl cJ?PkfED' TRAFFIC ^ FOR THE CONVENIENCE OF THE CITY OF RANCHO CUCAMONGA P FINAL CHECK 1111, REDEVELOPMENT AGENCY- THE CONTRACTOR IS HEREBY Construct variable curb with 8" mow strip per Detail "D" sheet 4 of 16 J9fr L.F. 120 R/w NOTIFIED TO PROVIDE THE AGENCY WITH A BID BASED ON HIS OWN d DETERMINATION OF QUANTITIES AND A COMPLETE JOB. (II - 0» »to 6 ) . 7 Construct drive approach per Detail Sheet 4 of 16 . 49D SE AS CONST. Construct A.C. ramp per Detail Sheet 16 of 16. 880 SF THESE PLANS WERE PREPARED BY: FOR PRIVATE USE Construct 6" curb with 8" slow strip per Detail "B" Sheet 4 of 16. 685 L.F. DERBISH, GUERRA i ASSOCIATES INITIAL DATE Construct bus turn-out per Section M-M. 5,630 S.F. 0331 UTICA AVE. SUITE 150 RANCHO COCA. CA. 91730 DRAWN O 4.40 L.F. 17141 ss7-4300 /4PP/PD.t%A/l,OTF E.4�Tis/!!/O.C.!' Q!/•4/(!T/T/ES: _ Install 8" diameter P.V.C. drain pipe . CHECKED 75,Jo0 C.Y �� 6,417- X,4:16 C.Y" �G�SSF/GG Install "Brooks Products" catch basin NO. 1212 . �oR ��OV� ,W/ �•� 6 EA' NAME DATE K » LICENSE N MBER PAC Z tt .VFILE 60✓E gd,O,t/TJT/Es EXCLt/�E ST•eiPPic/y f CLE�OZ/Jy �wES, 3a2ivGv4E, Sdss/vEcx'E, s,�/eiclrocSE P 180 $F Construct P.C.C. down drain per Detail sheet 4 of 16 . 110 Lf c..ff To S/J6EXC.Q✓AT/Qit/,S'd6E►�GQ✓AT/D,c/, w/,vo GossE� arc Construct extra depth footing per Detail sheet 6 of 16. CITY 0fC RANCHO CUCAMONGA �p Z Construct 30" high retaining wall per Landscape Architect's Plans sheet 8 C MMUNi T Y ERVICES DEPARTMENT: PARKS DIVISION CJ - Detail "C" . 2-00 L.F 100 PROJECT NAME Construct "V" notch curb per Detail sheet 3 of 16 . ¢ EA' RANCHO CUCAMONGA SPORTS COMPLEX © A4rl J910 1,r1f0 Sda5 rif. Construct open channel per Detail "F" , sheet 6 of 16 . 35 LF T Install 4« perforated drain pipe , see Landscape Architect's Plans sheet 27 640 L.F1111,IEr'''""`"�-:epi SHEET TITLE THE SOILS REPORTPAcPAREO BY KLEINFELDER,INC. TITLE SHEET IS TO BE ACCEPTED AS PART OF THESE PLANS _ 3Gn/ 1115510AI0AK5 B6aAEv.AReA (PROJECT NO 56-1026-C!) Detail "B" . KLEINFEL�ER INC. 4 Box 1003$ 4 LF r �,AJ• o r..a. 93411-1003$ Install �� P.V.C. drain pipe (SDR 35) APPROVED APPROVED P ?u /` i } / J IIT31 STERLING AVE. SUITE E5 Ek --LO-LF RIVERSIDE, CA. 92503f3 Install 3"x 5 rectongulor droit+ p`pe. _0A4_ AeIEF 4�8c10� 7=0-1'�914 I EA. DATE COMMUNITY SERVICES MANAGER DATE Construct off site grading and drainage facility per 0,10 4. = Y/",Z�•.rli CITY ENGINEER �z .. R RV/�l�l-Fti�� `� r `� .j��y APPROVED SHEET / OF z 40 Insto// 4 Opo .9�`���m C�r� /1/.I>S 7S �SF M�WT,EG, /i�/F�• .t_FFT, O Af'P ® ��O E.4 �; DATE BUILDING OFFICIAL �,J I !' APPROVED :� DRAWING NO. 1 l NOTE: SHEETS 2,4,16 HAVE ADDITIONAL QUANITfES NOT SHOWN ON THIS SHEET. DATE CITY PLANNER -- - -V r + LI � •, A __.- -�' AREA �I AM NOTE . - --- THE CONTRACTOR SHALL REFRAIN FROM CONDUCTING ANY WORK WITHIN AREA "A", AS SHOWN ON "-" THE PLANS, AND SHALL ALLOW WORK TO BE CONDUCTED BY OTHERS WITHIN SAID AREA "A" FOR A PERIOD OF THIRTY ( 30 / CALENDER DAYS FROM THE DATE OF THE CONTRACTS "NOTICE TO PROCEED,% 1 ` , , . J . 1 - yt4K { "• a _ - 6A4 T /V E AG A.1 TES O GL/! /O �j Ertl � D ' ST.VZr G►�'¢.eiVO/.[.i�,AWZ EX/.rT. YE.tET.e77/au/ 1 OEQt/s / 1t/oic/aj "Isr. -S eWC7a"s, j1"aT SYSTi•NS • _ -._. _._.___. -- __ , �, sWAw AwrLEMO�ED M 7We SWr/.S,--A.7/ov OF T.vE ScKGs E�c/41AAF&W • �' ; Z� he aUY U41ZA11,WA1 &46-St/,eF�.'Ir•F , zz1crc%¢ES .aeo F..C/C3a[/�/TEsLEOj T�/Er S//•9LL I 2e3 1A4ME0/.vr",- Auwz,,vA T 7v 7WjF 4977,e"r1cul dF THE-TOW-5 -10..4 AA--,FC i AgEC�//TECr P.eA� 7b P.eoCEEO/.ck�. i C T y RAA1040 e41CA MONO Q ,3) Oz"r s/,/.OLL BE au&=aEv cA✓ST 40"Ee07711'1�- Ve0r0.e7/dE A1WV�LPE3 SW/5OIL 8,E rv0,&w dr rAlur ezu/TZ-QcAws TO 01vwrdcr sP4iPT�S' �'OMPL EX AOJ4ce"T T�.�LeTY .9T ARIL 3 C'GuCs'lLt�^Ti�d/SE.v ..+i•I/AAb✓.QLs, OLoTECT/✓E MEASLlE3 WA QC1 AW T��E.t/ NY 77VE Glat/l,C�CTJac SD .vs .c/OT 7'� GOtlls� ,9•N' MWO SW r, 00 GWBL/S Ort/TO .ai/k/C GAt AOLLJ�iG7ed T P.�/EA¢TY Av c/Y A/X/O, - - ••'" O /s A�,GTY .liiAGlld IlRF MIO✓APEO .WF /.O JOTFLY , �•; , , � 5/47 oAt EE.B LK/ iYJASAC � F ` } 5 e3 xs) oar AAV r/AY1Avy *eOX" /AC/S•A T-MC(e Wto,Czw4 wvw tarn! F sawn awa e t •,� N GPTE $si✓J/las yl � wlo�tr W/lAT/AW PVdlrc LAtF/,/T-cam-ru4Y ,C6giuils,S sEPE - - ' • cdc/l CTgI rd T.�/i Eo TE NAc/I .ftA�E.r/ s7LoY ,SCE/A/AqFLAEt AWG: 401044W0 OCroIVFA6 t'9, 19'90 ACEiibAGT Ac%. 5G-/o•6 ,/ - • 1A Salt Gasn/e cue �I< cs C6gr�iCFv rae Tbs AbJecf Prgss. G�4w \\. , ,--` -" • �' ,� Ssn Bernadino CarnfS+ �rvculfiACE o'EC7i�) 389-2/// ��✓• f�•iyrirf . _ A/I°ricd�ion- Dacr�mrerlfd fig� s?ic� s�rrn.t s'�lr�!/ hie Su6/rsife(�+el {a f.�.e � + L'i ' A+�oi• fo /srdooee a/' Qat, CAw - y llwm,. ' 1 i Iawwr/T/ESS ,o _ . cavr��•� r�o ar • `- O EXIOTIA14 sreU4T11eE / FCUvvATlotl POEwtnyw r10 4011C1 ss1T/sF.4cT�c� e • " Z� of TME _5611.0 E�tICut1EEA! .f C/TY mismocroZ - DS/ awoies �'• t _ P 0 FAerlOAJ THE NE T S4 ' •, _ /` S E T eEMovEO TO r � � Z © �I 5O„tc S 6w/h/ E7EL GiIY / EG7e�AC // AREA /Ao05T CoAc/CiQETC` PoaJ' Sd/Po T srD✓E F{AUGE A: ro !FE �f EM 4erAr l ! 4zaS To THE 94T F,4CT/oaJ ' - - O dF TSE So/cS 6�4 EER � G7Y/wtSPEcToAt'. EO STD,E�O TJSEE(s) To BE o✓B ..' lJT , ECTia.�//CARIASE Qd/-S/rd f AAL - x rED ov SIrB G ��D -- ? t/NgE,G Dit','EC�-/o.c/ q� T7✓� 4+4Ac/GS�PB A.P.CdiT6GT�C/7y /d/jrAEGtO[. . w ' r w lop - (C ' x D � A - ISP© f �' \� • �- - " A NOTE: ALL EXISTING UTILITY SERVICES- I INCLDUING, BUT NOT D CAP D T0; ELECTRICAL, TELEPHONE, GAS, \ , , ,<• - i; ; WATER, SEWER, ETC., 1 SHALL BE ABANDON, REMOVED AND CAPED TO THE APPROVAL OF THE CITY T OF THIS PROJECT. THE CONTRACTOR SHALL CONTACTALL A UTILITY COMPANIES CTED INSPECTOR AS A RAND COORDINATE NECESSARY OPERATIONS WHETHER OR NOT SUCHUTILITY IS SHOWN ON THIS PLAN. N/ T..b W7 � :155 F •.-- --- _ ' ?..'d.... -_r..� �'-- - " __. . :--u_ .-,_...__ ,,. -.-1 L - - „\ -- � � � {'.../ x J r hh ?1\ PART-A _ REVISIONS FOR CITY USE ONLY �' FDATE DESCRIPTION PPROVED ___ _ INITIAL DATE ::e a f.J arc STREET �- ?� - �! t x x_ , 1 i Be A� "A"4rb'fEs. ATER/SEWE `4 a M • :1 ! L <� ► 4 U E DRAIN - .. x ..C ISD" IZ 30 1Q!tJG 127 A TRAFFIC FNA R/WL � 1 CHECK AS CONST. • -- - a - #5 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE c' --_ x .�, , k, DERBISH, GUERRA a ASSOCIATES INITIAL DATE 8331 UTICA AVE. SUITE ISD RANCHO COCA. CA. 91730 DRAWN J.G. 10/91 � 1it � �� , ._.,..�- •._ _ r .. ��, ` � ;_'� CHECKED, J.G. 10/91 / .--- (7 4 987-43 NAME DATE73 I� • -.� ' �. J %. / h✓� �- - /_-, h I R.GE. NO. Y24 DANIEL E. RRA,, QL Zea 11110, CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION i - PROJECT NAVE �' Zel .� • h �1` r••, RANCHO CUCAMONGA SPORTS COMPLEX \ �'� %. s� rL/�arw►ir� SHEET TITLE r, Af T/O.t/ GWS/ E. GiE .v _ -... .,..,.. •• •• •• �� •• ,�. . ILI( ��� �,���.��, '= APP ED APPROVM .. X ' -_x OAT IT CI Y QjtJ�. �h . SE 1 MANAGER DATE/A.20- 744- ENGINEER ' APP _ SHEET - HEEOf x•1`.;r A � � 725!? 2 /J �.r r_', � f a ^` ,y„�::c =.ac _.. ._ ir.._ u. '�i:"���� _. . � _�A,1�`` DATE LO FICIAL /�i, APPROVES n• Z 0- 1> C' .-..' L> �- - ---�--- :s ': . ,' j' `��=�`o::rrs/�f1► DRAWING NO. 31P X - DATE ?_A► CITY PLANNER 17-3 "MJ'1C a. -r • t 10 'MIN. Al. 9.5 Z' 16 9' �Yzk 13, MIN. PER TYPICAL SECTIO SHEET 4 ' 16 SOCCER FIELD w q � 28" • Y ad H 1 I8 7.67 U) 26 18" 2! - 10 _ 9 q m SEE GRADING ;; 0 3 ~ 5 2 3 " 1 tu m t» PLAN 0 1 rMAX ��\ , RETAINING 2�MAX. Ip , 2� MAX. � • RETAINING ~ W ~6 lot EX. GRD q WARNING TRACK MAINTENANCE RD. o �\ ` , • o. Ij� rig/�� /�/ /i� // N� r-- PER3 BASEBALL ZCL - - GRADING PARKING LOT F (MAIN) • OUTFIELD W 0 ! SECTION L - L EX .GR. PLAN FIELD m -4 7 3 " Jrs. J 5 M�1. iI / 2' 2' W o ^ 5 MIN. FENCE OF 2 / _ i ( SEE SHT. 7) �, �\� '`� \ � -j,< 2.0d/o \� 3 d PERF. OWN PIPE K: 2 MAX `.• : '� u� 3 3 sir /�d1 � "' �I� \�yr� � � ���• PER LANDSCAPE ARCHITECT RETAINING I0 \ " 111vj�111 J SECTION J - J '`` - 4"PERF. DRAIN PIPE SECTION A-A =' PER LANDSCAPEARCH[TECT (SEE SHEET 9 ) �/� S / (SEE SHEET 9) A/ e • Z SECTION I -I2'''' 2s" A 2 040 ej (SEE SHEET 9 ) ✓>.s• z 11 ILI WQ VARIES 3' VARIES 3 v SOFTBALL o L" MAX. ., CONCOURSE RAMP 8'0' ~ o p FIELD RETAINING CRO. _j ~ W lo- _j CONIC. PAVING PER LANDSCAPE ARCHITECT - v 3 II i 10 2 5.5 32 S' 9 24-. 6.5Im o I 3 2 0 , 2% lye PER TYPICAL SECTION PARKING DRIVE AISLE Iii 3 \ \ �� \ � ll�� 5' 2 a 9 vi SHEET 4 a I lfl= PARKING LOT A SOFTBALL a` 1 MAX ��" \ \\\ o PER o_ PA W CD If EX GR. GRADING FIELD a` I� /!(� �/� 1 F: ToP stdPE �\����• _ PLAN f)I� PER GRADING PLAN _j z /// y PARKING LOT E 2 MAX RETAIN. /l\� S�CTI�N 8 8 �e e \� ,��\ �. -�•- .• �\I (SE(SEt -SHEET 9 v +- TOE q!'SLOPE SECTION K _ K SIDEWALK ESMT y 4"PERF GRAIN PIPE ( SEE SHEET 9PER STREET PLXW . PER LANDSCAPEARCHITECT $E C;t I O N H - H k: 19' ~ VARIES 14� 14 46 0 %0 ( SEE SHEET 8 ) ^lf.5- IMPROVEMEN S PER STREET PLANS Q SER1.111VG PER GRADING PLAN T 9.0 PARKING 3:jl W LOTScr A OR 8 3 �•� %/��. \� \\� o f 101 � gn WARNING TRACK X 10 2 5 5 32 6.5 10 MIN. • 17. 50 PER TYPICAL SECTION 9 ;• SHEET 4 OUTFI FENCE �' I ''• PER SECTION C- C FEN PER ARCH.SPEC�S EX GRD. 1 GRADING of (SEE SHT.S 8& 9) 2 0 8.5 ARIES = I 2' /�•�® PLAN _ SOCCER FIELD FS. EAST 11' z 9 PKG. LOT "C" X ~ PER TYPICAL SECTION \ \ ON-SITE BUS TURNOUT 2 MAX. RETAIN . ///,Q � � \ � �� �\�� •'•� y SHEET 4 W w (TYPICAL) � • � __ _ ,` ._i � 0.93 i �<// 4-@ 3 o W ` BLEACHERS PER - - i\\T r/�\`\ 1 g > 1 N z _ ARCHITECTS SPECIFICATIONS ' o� � � MAX z ' SECTION G - G (LANDSCAPE SHT. 8) ROUGH GRADE SOCCER ®/•mss U. 30 �� a FIELDS 12 BELOW F.S. sOD 4 a °i.:-:{•• o J 8 P.C.G CONIC.10 GA.WIRE ( SEE SHEET 7) ��•rs• u: 2� MAX. 6�z6�� 3� „ N ®/ � r• W/ 5 MESH PARKING LOT C RETAINING 0.20 2' 2' EX.GR. y \\ \ 2.Oe/ 3 2.0% SHEET Ct4-I FiO� i DiAcATIOQS w &,EAcN5� N a , SIDEWAtId ESM`T v /a 1� � 3 PER ST. 12��PLAN 14` ~ 3 6` ' - J ` 6;:1 SL0PC /N4x® 2 MIN. BASEBALL til p 8 THICK C.A.B. MAX ��. FIELD ® y� 3 IMPROVEMENT PER STREET PLANS SECTION m - M \ ✓r s. 1.0'/e W ( SEE SHEET 8 SECTION O 'O BERMING PER 1 GRADING PLAN-) PART ®Te ►F DeAh� PFe s.n. 1'trtvls \\ �\ Il�=�_ _ 3 (SEE SHEET 7) .✓>s -A /h �i,�l 1111 o BLEACHERS PER tb�- act LANDSCAPE - ARCHITECTS SPECIFICATION$ ✓j/ ��� � ..•.•w_ ; ' a R E V I S I 0 N S FOR CITY USE ONLY CONSTRUCTION NOTES SHT. 8 \ i���\�i/ \ G1 DATE DESCRIPTION PPROVED INITIAL DATE r lZ-7-90 GNXL147E/, #e7� A40 Q 10 STREET � Add•ftonat 8-1-leo( 05Erf / WA1ER/SEWS / CONSTRUCT 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. N0. 301. SECTION GRD a DRAIN Z CONSTRUCT 6' CURB WITH 24" GUTTER PER CITY of RANCHO CUCAMONGA STD. No. 303. d S ZI30 0 " (SEE SHEET 7COlJS'reuG'ri0 OPPA-r5P TRAFFIC FINAL CHECK 3 CONSTRUCT 3" A.C. OVER 4" A.B. ) ^/•�5• R;w ¢ } ;ONSTRUCT P.G.G. SWALE PER DETAIL SHEETS 4 OF 16. " '/ AS CONST. :ONSTRUCT P.C.C. SIDEWALK XJIF +�DSc.QPIi dPPE rfr.GT�S Pl.�lS 660 S117S• I3 7�Iao�c�r+ FS Fort ASM Slon�s �• © 6"'�- Irk INSTALL TRENCH DRAIN PER LANDSCAPE ARCHITECT'S PL.-A�i 5, ® SEE SHEET S ��/ 1' ,� PDOWN DRAIN THESE PLANS WERE PREPARED BY: FOR PRIVATE USE . ��� _ TRAANN DOWN LIP TO • DERBISH, GUERRA a ASSOCIATES INITIAL DATE O MATCH T.C. • 7 CONSTRUCT LIMITED ACCESS CURB PER CITY OF RANCHO CUCAMONGA STD. NO. 902. CURB FACE- 6" �= ,' SII( SIDEWALK E57�`r� 8331 UTICA AVE. SUITE ISO ANCHO COCA. CA. 91730 DRAWN B CONSTRUCT SIDEWALK RAMP PER CITY OF RANCHO CUCAMONGA STD. NO. 310. ,! !� 111 PER ST PLAN V! ,7141 987 06 /� / II CHECKED L� 9 CONSTRUCT 8' HIGH BLOCK WALL PER PROFILE SHEET S OF 1` ^.ND LANDSCAPE ARCHITECT'S �L 3n/S 2Q ,Sl6f ��© , fjlirillL ��„Q *'. s I „j V CJ NAME DATE 11 7• (� C.&"15Tfwcr 1Zi1TE12rn c, �R / AnIASC,APt ��re r'S P1 AJJS SPEuF,cATron!$. REFER Tb 60 ET „/o. "l A / ':�_:! %i 1L i r ~ 6 . LICENSE MRER (AC • 2� FILE k- / `'WnIStR�GT,on1 1.E.7&jb jt 140-res" n/orl ^r0. 12 " e , 1 L-5. Nwa's P-J. JS '). �/A 11 1 9 ® ll 1''� ® 3 .0 /O CONSTRUCT RETAINING WALL PER PROFILE SHT.6dl6 &LANDSCAPE ARCHITECTS Pl.avISQSd-r 27 , DETA)L 'rs Q - 3 IMPROVEMENTS PER STREET PLANS CITY OF RANCHO CUCAMONGA o Z-CONSTRUCT 6' CURB WITH 8" MOW STRIP PER DETAIL 'B" SHEET 4 OF 16. COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION V Q 33 Co.Js-rRucf ''v" n/orc.4 ccrA13 PER DCta►L 1•%E-0^ • PROJECT NAME' PARKING LOT "D" 1 BERMING PER GRADING "V" NOTCH CURB DETAIL 2 2 /I I PLAN 31 RANCHO CUCAMONGA SPORTS COMPLEX ® � �T 3 2.0•�i \YII�\\ /%/\\ / \\\\ / � ., - SHEET TITLE _ GRADING PLAN CROSS-SECTIONS 7ZAPPOVED APPROVED J DA 11Zv r�r ITY S :Ed M,INAGER DATE p� CITY ENGINEER 7� SECTION F FS DATEOVED/APk /s - BU1 1JG OFFICIAL SHEET 3 OF '� 1 • ( SEE. SHEET .7) 41 ' 1 6 .f't1 tiI.\ � APPROVED 1 d€r DRAWING NO. _ 1�•,> •• DATE 1 � LANNEk • � � r` . III eet�` MAX. VARIES a'- 26 10' 10 10 1. t ' 16 6' : ' 10' IN, 1001 16 WARNING TRACK EXIST. VINEYARDS To Se _ MIN. ANN. MiN. MIN. - be VARIES 54' MAX. 1 VARIES a (� H ( < W Ze 2+ OUTFIELD FENCE SOFTBALL 'j A ! ' S ' O 2' MAX. o ' W IL S 2% 1r a i MAINTAINANCE 1� H FIELD z 30 -# -4, 2:1 RETAIN. t�W i r— _, I � 'W is >1 MW Z MAX -s YARD \ W y 3 10 PER GRADiNG PLAN J �+ ® � 4+ \ / \ 3 N — v� 49 — coa P•c.G, tic. G+t �t ( I' / \ / 1 / IS 1• O 1 O ' //\ /�INX/O~ /v 1. - ` \ �1 Ta S L6f F_ 6.s _ _�// /0 — — 1 GRADES 2%.t © 3 Elie& MEs� Toe SLOPE SOCCER �'/ Gil �t'�� • /7iT Cn 32 T.F. /1$4.5 SOCCER FIELD PARKING = ��, ,�,. H 3 /\\\ ©DJA SECTION R— R LOT E o i ` Z - ' /` / >.s. J I MAX / �i' �'' e' , c y�i�ra\ \`� ( SEE SHEET 7 ) PER GRADING PLAN /1�� 3. ARNII ,SECTION 0 - 0 e" THICK C.A.A. (SEE SHEET 9 ) •✓rs• 2" 2' ,� .• .. .. VARIES SECTION P — P ' SECTION N=N GUTT- W=3 (SEE SHEET 8 ) ter= (SEE SHEET 9) ^ors c ER a�R CBS • 1 1/2"0 HOLES 12" O.C. \Qzoso VERT.X G" O.C. HOR 1Z., /L \ J J \ BEGIN M FINISH SURFAC 6.06' I !W m ' VARIES t075 Fir GUNiTED ape 12.5 y cn o �. T� . 11111I MP FAD -1 �l /2 ANSLEIRON Q O Q > : - ✓; _ W/C.M.P RISER C.M. ER AT � ® W GRATE wcnm =� r �, 3 SEE SECTION Z-Z \ =Q _ " " BROOKS PRODUCTS CRfCH BASiN 2s o� / GUNiTED SLOPE W LIL NO. M4, SEE PLAN FOR TOP OF 1/2«R „�� �6� 2 N m. (12GA W Q I O Q DRIVE APPROACH DETAIL GRATE ELEVATION •12' ®8\zx Z �Qiil 1 _ - ` SER BASEBALL ALHAMBRA FOUNDRY ROUND 10 RECTANGULAR " -- — ® q\ y\ FIELD ADAPTOR NO. A-480 _7m :A,' -j, .. 0 9 V2" �u• _�� " b1° -o-- WARNING TRACK t1 ov: ; R : t MAX. RETAINING 4 \ \, :C b. ,` v�..� a"AGG. SASE BICYCLE PROOF !t ,;, F.L.PER PLAN �t �i(�\� 'rr�� \� 77 ��`�// I I I '` \ \ TRAFFIC RATED GRAI \ 4: Z e l9 •j Ig _ Iq 24" ` EX. GR. \ \ - - �1 I iTdRM ORAIM -_ (PE8 S.D.,PLAN) $M MEROSIOM ; \ �/ \ `\ .C. SVYALE DETAIL �i� 7:_. WALL / ALHAMBRA FOUNDRY RECTANGULAR PC - - ' �P; I -_ =Z DRAINPIPE NO. A - 470 � - 12"N1011111111. a"DIA. P.V.C. PIPE 4"X14"CLQ �- r- _ - ' ICLASS�BI% 2' 7' SEE PLAN „ „ ( ) -"� SECTION S —S 6� DETAIL A _ ,��K° � '• +�4 Alis. s II a-C.P. f 11 A'runs '• ' ' � ( SEE SHEET 7 ) ,fr.s. 1 aG�' ,�G•Q�P' PlzaPo FD 3Co ��( - PEe ST02M DR.gtU PLA0S t &LOCK p LIMITED ACCESS .. ' ' 0 CURB PER PLAN -WORTH It :!<';�• _ CONCRETE COLLAR rr Y :• •• ` - PER S.D. PLANS DETAIL OFFSITE DESILTiND FACILITY DETAIL KT 1 s Z 0.83' - '(L • . ; CONSTRUCTION NOTES ' °a, e� •$ 'e / Construct 6" curb only ,fir City of Rancho Cucamonga Std.''_lt0. 301. N TRACT_BDY. __ CONC. BLOCK WALL I CUT DOWN BACK 0_— Construct 6" curb vith Z4" gutter per -City -vf Rancho Cucamonga Std. 0). 3013 . ! Construct 3" A.C. over 4• A. B. . TOP OF SLOPE ' OF CURB TO CREATE aF1DW LINE AS SHOWN 0----Construct P.C.C. svale per Detail uere-om - DETAIL 13 s I trEG s 1-5 91 ! o A Construct ruc t PCC s i d eva 1 k Pt a �.a.J�s�a r AIS T's P�e�.(S "� ►� y R D Mg sIo�S 8 _ rOP OAF SLOPE �\ CL 3 LOCAL DEPRESSION %B - I \ W vAR1Es i 3" . " :" CONST. P.C.C. y t 4" �-- Construct limited access curb per City of Rancho Cucamonga Std. li0. 902 . f� l� Dowty GRAIN ' P.C.C. DOWN GRAIN TYP. s Construct sidevalk ramp r Cit of Rancho Cucamonga Std. NO. 310. T.C. 6, SLOPE BEYOND �P Pe y 8 , T.C. ND DETAIL "C" 9 Construct d' high block Mall per PROPILE Sheet S of if j 6 L. ARCHITECTS PPAI ® , Sdi' 2T, MrAi 'E'"® '� Q--- Construct retaining Mall per PRO1e1LE Sheet 6 of 16 . ! LANDSCAPE ARCHITECTS PLA► , S11f 27 , PErA?L 3': GO V ,,!>'S. �/ eo,,�flttiGT 12�TTEein1C�S je l D��PSGWe- Agck r--EG IS P"-I 4 SPEG/G/4A7i0,✓S. q,,c9_ v 6 EE-r I •. / \ Go,Js;raucrionl >� t.Ib # ^1orEs " �iorE �luMr2 �z " C IL-5. nomej . P�A,./5, �� •11 A, - �• �•''�' 8/ST R 1.4' _ / Construct dirt swale and berm per Secti� 0-0, �' TO Of SLOPE v \ Construct GUNITED RIP-RAP pad with C.M. P. riser per Detail Nere-on. ES CTION K-K N \� :�. .'�. :� + r� �----, Construct 6" curb with 8" pow strip per Detail"B" were-on. \--V#1NOTCH CURS QTS. ` ® Construct variable curb with 8" mow stri per Detail I'D' Here- Or, �N-VQQIES Da mid k• G'tMAt) PEi? OST41L. Jill. f. C.B. r, `.; PER STORNI \ \\ P P K SWEET 3 of 'Mo. P.C:O DOUVNDRAIN DETAIL N �s• PART—A IB CURB DETAIL I2 DRAiN PLANti C JACK BENNY DR. REVISIONS FOR CITY USE ONLY • 2 a ' 4' 4' ! a ' 16 16' DATE ESCRiPTIONS INITIAL DATE 4 60 37' 37' 6.5' /Z-'1-4o AAOerfoNS re DA•DTt. EF/IE�r'stlla� n-+>XE STREET •r-22-y1 � 4-all- ATER/SE E z 0.83' /-Ile-92 nxviset) StGT,O,J5 o-O• fZ15W DGrAILs *s ..le/ i GR . 26 ' 26 2' m TRAFFIC, 03 2' 14 ' 14 ' 2' . , ® IL/3C Co INTI GiPGt�.� FINALCHECK U 2 10 ti AS CONCRETE As CONST. PER LANDSCAPE ENTERLINE ARCH:TF;T', CONCRETE PER PROFILE POINT = I THESE PLANS WEREPREPARED Y: FOR PRIVATE USE CENTERLINE PROFILE SPEC IFIGATIOFS x LANDSCAPE DERBrSH GUERRA i ASSOCIATES INITIAL DATE O 1 SEI: SHEET 8 OF 16 I 0 ARCHITECTS ,4Z' O 1 9331 UTICA AVE. SUITE 180 RANCHO COCA. CA. 91730 DRAWN +C•/f• 9/1990 1 40 SPECIFICATIONS z (7141 007-4306 DESIGN L•N• 9/I990 r - 1 I.o2• o.s9' .33' 3 .05 .33 NAME DATE h li CHECKED I VARIE 2.5' 2� VARIES — — VARIES ,Z 2X Q o.00® R.CA. 00. rr. DART E. sue Ql ,.\\� �\�. � LEVE L LINE MAX. � ��n `; �. . c. ,� LEVEL LINE RET. �: ���. : ������� �.�\/��� \\t .�\ BRIE /. 2 CITY OF RANCHO CUCAMONGA ;�� 1 V _ 2 2 "=S DEPARTMENT: PARK DIVISION / OlANAJNi i SE�VI�� 1: 4" AGG. BASE s rT� /� J i�� ��� tt �/ �I PROJECT IIIAM S D S �N v 2 4" BGG. Bas z RANCHO CUCAMONGA SPORTS COMPLEX � SHEET TITLE Q. �ry GRADING PLAN CROSS—SECTIONS AND DETAILS. At SECTION T—T JACK BENNY DRIVE & TYPICAL SECTION AT ROCHESTER NORTH ENTRY TYPICAL INTERIOR STREET SECTION �; Q X9-0 :9*1 . ( SEE SHEETS 7 8: 8 ) ^/�S: ( SEE SHEETS 8 A 9 ) ^ifs. e No 29224 ' '� DATE i- MM Y R ICES MANAGER APPROVED ►` C1V1L `! tr DATE BUDDING OFFICIAL SHEET 4 OF Co V OTE Of �AIf;�CQQ�f1�, APPROVED ' ITY F ANNER ORAM►1106 00.LLL Nf RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF l r `• N 8�► N N N a 0• 44 w t ,40 1af � m O — —-- N JUL 111 77711 ri 8.. TYP. N ,- °o � 44' IK N ° N m WALL PROFILE ALONG N. o cn �. SEE LANDSCAPE ARCqITECTS PLANS, SHEET ,27 Pera1L 'IE" 0 STRUCTURAL SECTION N M o v N �ri k v - © v T5 . .J0i-rW of k44J- 0 _�_ SQrHV of u/4 — 4 _� �• �' W� ki. cE ny I 3 h I 71 W �' �I R ^ , h 3 � WALL PROFILE ALONG S. It AT Q Q `� i �0 Qo�w JACK BENNY DRIVE la, �' ►. M hl $ ^ txISTrl.tGl �P4DE FJ�sT eF ��� J f. Q o a v M6 RsSE P WA L.L 8&-a s Eit.Q N 4 ProfldSED 4r-AVF- WEST �� / � A !� % N CF P20F3DSED WALL Nh 60 o � � �� —�_ � k � � WS 'Iti STEPS � .jp. oo EII• '; �1 �. �,I N m � � 8 B WALL MOFILE L E �4S k til L.aT ><I " o � �.• � � , ` -� � WA L PK F T M I A� Al J M N e I 1} q N - - I -- — -- - - - - - - - - — 74 •k I a i V O` TYP. �1 X. i N PART �1 O 7 w I r WALL PROFILE ALONG m REVISIONS FOR CITY USE ONLY T TM _ 67 \ _ �� J DATE DESCRIPTION APPROVED INITIAL DATE - -- - — __ M WEST011 12-7-90 /1\ SCALE ADDED, SHT. NO. CHANGED STREET 7-x-9/ zTwq 9/ GRDE& DRAIN CoIjs-r GY0 taQDaTED TRAFF IC 4� N FINAL CHECK 70 R/W A AS CONST, 0. K J THESE PLANS WERE PREPARED BY: FOR PRIVATE USE G7 INITIAL DATE DERBISH, GUERRA & ASSOCIATES O j Z 8331 UTICA AVE. SUITE 150 RANCHO CUCA. CA. 91730 DRAWN iC./✓ — - 17141 9 7-4306 CHECKED y - Q NAME DATE U t• R.C.E. N0, 29224 DANIEL J &ERRA FILE �-- - X SCALE - I Imp � yy %"YES I I I'O , J L © � _--� o a Ll1G1lL DEBCRIPTIOlf � O,C 21.boORE QZA,c1. N 3i 4" PERFORATED DRAIN PIPE I V K 2.1 O Being a portion of Parcels i and 2 , Parcel Map 7267 per plat ` SLOPE PER TIE INTO C.B. :31w -f I recorded in Book 78 , Pages 43 and 44 of Parcel Maps, records 3 GRADING PLAN �. i z f` T3 oe 59-410 of the County of San Bernardino, State of California. 1 'ICHBASISSE rl.A0. C ° STORM DRAIN PLANS E X I$T, ' % I.O.S. 12"WIDE OLK WALL PER PROFILE BELOW — ; 14--VARIES ` C; o. — c RAo _ E 1 a PFROD FENCE M �1s4' �.% = AUT �• ,�y 3 2' WIDE BENCH UR41 `l T•0'S• TOP OF SLOPE TYPICAL SECTION 8-8 _ t eaM RTS. t � POPLAR - DRIVE �,� ►�Qy SLOPE PER ei � /350.0 cGP1 GRADING PLAN M '72./0 APPROXIMATE DRAINAGE AREA I VALK1� 12.5 1 1/2"0 HOLES o 12" O.C. u u 'v / ,I l VERT. b 6" O.C. HORIZ. I �' �(4�' I46. 4 A.C. �,. DETAIL E �' �� �� t'' 1 BEGIN a FINISH SURFAC . � O SEE SHT. 8 0tf I6 PLAh VIEW © \ I 6UN11`E CONCRETE 0 GRATE p vj I PER PLAN O N ��,) Cr ` . W I " O34 i t 1 _ RISERGA) �� T o�sTkrJc�onl' EAsY ® > ® D L b ,°0l• ® •`� 100 ��7YP���� Q n ly' ,, i -q.sor 6 C„ ' I2" n EX. GR. ����� 'lC� _ -- -- _ W I ,�.• PROPOfEO fTOItM ORAfN � —� � '� � � e C►s� _ __� �n y (36 CJiAP) - - � +'' yQ• - F s" IL"SION (MALL `" - - � FOflTFftLL BILva rItASTER PIAN ��. C = rt''NOM.aa.Rock H) V 0 96 STORM DRAIN 1 �� - - ' IN CLASS b CONI. PER DWG. NO /4 D 4, '� 2. f• ( \ �l $,I ab ANCHOR '• :'' : . F ao BLOCK 1Z A4. '• :.,,, \ D SECTION -A-A NTs 5 ���) © e ��,,✓P,t;, � A- INV. 1197.29 A� X�ar- ' G.M,p EP DIE Ad .C.P INV. 1194.79 x p PER ARM. �a DETAIL "Z" � �/ ® 3�8i � A - s o Ix ` 0 -- - = \•fir @ zv� Cs� o \ �o4 u i 0=7b 36"E.D.f. Plw ,' =q�F •6 PER PLAN 77-A EXTIcA - P�PTu 1r "IH G_ g1 ® C A:3 b I --) 1 CONST. 12r'DEEP ®$ 3c•" EtSE� 1Q FO (PROP.) BLVD. MASTER PLAN S.D. - - P.CC. V-DITCH - _ • —� LINE N0. 6 (96 ) �,By o>�F:et) PER R.C.STD.815 ® ® 3 „ Are DAfer' No. 14?_7-0 �J',LY R��•l FUTURE 96 S.D. - - STA MM7NG WPTW PER Ate, // �� - _ CON . RECT.OPEN �j _ o EE DTL'.'Z _ �- / NEL TRANSITION - — (DAY 9G S.D. SY \ Q � TO MATCH U.W. DRAIN BLVD, o � p" � l D,ov cxEEK ur PRo� ) I k) 89 �So O¢ W. OFFSITE GRADING/DRAINAGE EXHIBIT W Q�� GGJG>LC �� 4 r►v�x� -1 P' �++ � BERM PER 875 veaie4 ���j Op � � `� �� 8 c F F yp' .fit► �' 40 60 120 60 20 GRADING PLAN LEWIS PROPERTY Pir .- UNDER WALK �. RADIUS s 300 m DRAIN Z � WA LA) SE S EET A C6NSTRUCT DIRT SWALE AND BERM PER SECTION B-B (� �' ? • ah N �s PL N • = 4 DETAIL F 6i a-- CONSTRUCT 25SOUARE GUNITED RIP-RAP PAD W/C.M.P. RISER PER SECTION A-A (I E .) 1 J 2 rC a /o m " k \\ Co-- Z NSTALL TO L.F. OF 36 C.M.P, ( 12.GA.) � t 9e " �� >:S. BEHIND WALL a� 78 0 a-- CONSTRUCT PIPE CONNECTION PER L.A.C.F.C.D. STD. DWG. NO. 2-D 1112 AND DETAIL"Z" ( 1 EA.) ° ° ° ° ° ° ° ° � Z PART-A 7G ° ° n EQ--APPLY GUNITE CONCRETE TO SLOPE WHERE INDICATED F.S. 74P OF SLOPE o 0 0 o d 7G � � 'j3'0 S•r DRAIN PPE PER PLAN 0 0 0 0 ° 0 0 0 o o ` ° h r ; o Sd.��Cuf, Sum ti S /48r-a't/& o �-CONSTRUCT CONCRETE COLLAR PER L.A.C.F.C.D. STD. DWG. NO. 2-D393 11 EA.). R E V I S 1 0 N S FOR CITY USE ONLY 74 M M :r4 60 40 60 40' 20 � DATE DESCRIPTION APPROVED INITIAL DATE � Le 12-7-90 Q ADD•L INFORMATION +.. 1i-/) o STREET 20 20' 40 60' RADIUS z 300 7-22-91 Ii a WATER/SEWE 9,2 MODIFIE -WIS'>3�� ! AS AloY� GRD t DRAIN M - TRAFFIC e , o h 1 I,- K ? IZ 30 60 STiedcrI 0 OFOA,6D FINAL CHECK 162 4 0 40 40 2 K. 00 R/W QJQ AS CONST. 300 �` n 1/ t\ � C 32' 6.5' 2' 9.5' —a O O 7d PER fYF. .5Ec.-r. 5u-f. •4 RETAINING WALL PROFILE o o ° THESE PLANS WERE PREPARED BY: FOR PRIVATE USE T �+ T PE SCALE: „ , FS. BEffrND WALL ° ° o ° ° ° w >D� DERBISH, GUERRA i ASSOCIATESCalk. PAVIIJ-, o A I J.W SOFTBALL !rC�..O HORrZ. r =40 O O O ° O tom\ 1� 7!/ L•f"1IT£D A^•:,FSS auRB d INITIAL DATE C r l3J1 UTICA AVE. fUITE 180 RANCHO COCA. CA. lt730 DRAWN �--- - ` VERT. I"= 4' O O O ! 4 �` Ri`MP opttT7�� ac-ARI h (7141117-4301 CHECKED V DRAM RPE f.SJOP OF SLOPE O O ° O 0 S% ewAe• ^e AAAtV, Ate-# � VARIES O CONSTRUCT PER LANDSCAPE �s�OT �L PER PLAN O O O I o z ' / \� z NAME DAT • ARCHITECTS SHT. 2Tof 213, DTL. B O 7t l� iii —� t LICENSE 0. 1 y FILE �- I. SAW CUT TOP OF WALL TO . ./iii .� '�,�f n o ° o � i�r\\� iii, ,::..d-: M-: ��\tai r`°". Vy WITHIN 1 OF FINISH SURFACE K ° , �; ar .: -` : y% �'�,� � CITY OF RANCHO CUCAMONGA 2. RADIUS POINT s HOME PLATE ^ r COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION v �►; PROJECT NAME SECTION U-U RANCHO CUCAMONGA SPORTS COMPLEX 60' 60 40' 40' 40' 40' 40' 20 SEE SHEET T a 8 SHFET TITLE a 3 40' OF f6 ' RETAINING WALL PROFILES ,OFFSITE (FADING (LEWIS PROPERTY) %yw� �� � �U�y F'lA OVE APPROVED N RETAINING WALL PROFILE -- ' o ?� \Ct 110• 29224 m` D 'T I- - s 0 UNITY ER CES MANAGER DATE , p - �r,• CI Y ENGMfEER AT S.E. SOFTBALL FIELD A PROVED - ' . 4 ; CONSTRUCT PER LANDSCAPE ' �` �� ��`\ DATE /- '1' U jM OFFICIAL SHEET 6 OF ARCHITECTS SW.. ZT of 28, DTL. B q C r V i - .j cr 1 " ~ lF Qf �I,:A,�tC6�'11tt APPROVED �' , >;' �'. DRAWING No. � Ill L mom DATE `., CITY PLANNER , -- .. _ I•.- I __ `--_--'-- , r - ' ' /I CcY✓SfRue.Y Ft17fERI^4-75 � ,4��5CAP,- e,��J�_6c7S P<�,\l5 4 :5 F1cisT0^1'S. JZ �0 5/ �j. "IA ' Y - �� 1 1 r __. " x - x � „`�Co.\/S7'/?lJGT/O,J ,!-Ec��i� 4 :Nt�r-�'5 " .fore n(dr�/3E/? " /Z < /.✓ A.•s. Ax"c 1'S Pan+✓s � • I \�\ Construct variable curb with IrM6W STRIP (H - O" to 6") . I ✓ I _ .4 A.� �'----C',on3truct 6 curb only per City of Rancha_'CucamongA Std. NO. 301 . onstruct 18" curb` per Detail Sheet 4 of 16, y i Construct drive approach per Detail Sheet 4 of 16 - - . �� < 2 Construct 6" curb ,,wiih 24" gutter per City of 'Rancho Cucamonga Std. NO, -3.03. " " / �• / " j < ". . - IW 1 " " �3. Construct curb cut-out and local depression per Detail C sheet 4 of 16. ti y ti / Constxup,t A.C. ramp per Detail Sheet 16 of 16 . 1 . ' 1 3 onstruct 3 A.C. over 4 A. B. . - { '�, ^ ___ Install "Brooks Products" catch basin NO. 2424, with traffic grate per at "A" y :' h\� I ,�S' I>- �' 1 1 i , "' 4 , I 4 Construct P.C.C, swale per Detail Sheets 4 of 16. � ' © _ . h / J. .�� k �- CONSTRUCT 6 CURB WITH 8 MOW STRIP PER DETAIL 'W', SNIT .+ ,4 &• o j im 1 -sheet 4 of 16. • _ - ' 4 a--Cons Crur,t� P.C.C. sidewalk m1a J-A/ c6K Age - pa,IS �V9 S,.1' 1-5 -ri Az '- r,� )s F�� �,/ ,o�s�, ti �ti � ' ,G1 3s co�/STzu�T 12 > . .4, �- V" nioTc4 G,c!2If rWA tlWrAo _ 54&-r, , ,J, .OF /!e, 5 Install 4" X 14" rectangular cast iron-drain pipe. °I, \ �' kk ?' x < 1 G Install trench drain per Landtcape, Architect's P�A,JS zQ , see sheet 5 ^v o. _ '- 7 Construct liMAited access curb per City of Rancho Cucamonga Std. NA. 902 . _ -4, - - e � 6' ' - ��� \ _- - _ _ ,�Fss X B Construct sidewalk ramp per City olf Rancho Cucaleonga Std. NO. 310. / , I /� Construct s"p4r$1 and cross gutter per City of Rancho Cu on STD. . /• / , �' 3'O ,1 f y 1 ' ' 4 onstruct 8' high block wall X Profile sheet Sof 16, and Landsca ie A�'S PLA!\k� - ��., . .% ' � y (M / Construct 's ecial cross utter er Cit of Rancho mo STD. N 3 fib ' ^� < i - I 1 11 -sheet .27Q Detail •\E ,. 2 I g P Y � 7Z > ', r�,;s I I.Itil ` / Construct rOaining wall per Profile sheet 6 of 16 and Landscape ARu�'S Pt dv�S Ir�sfv// �,'wc. .n:.7,o;0� �so/P �s> - . - __ . w '- 1 f y , �� Pe A Tnsfo// 4 0.0: fes, a '.0 .vvs 7-s'&A ,aP,-r.=b V� �Q� r• z /\' �ro /� �f S E-E SH E T 8 ,OF 16 T 1 1 r eet 27 Detail "B" . � . m - ..x ° �" ti 1 ti �. , , P { \ m e ��' q3 , Z h J I ` / ^I `" `\ o� N h\ �� � IV o _'l f. i�f'\Ipo hh \ uS o < �tW 11 , IV , t= 1 ;-[� `z �� 0.a �� �, o`" �o`�' ; .? =- , �' , ti�,ti�/� ` ��^All ��ti. JACK BENNY � �vh , >< �, z co 11 I 4 411 X . V0 1I. : . 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I .I e 1, APPROVED/ 14;jj./ / / D ED M/ Fea^ri Our51 �10 - � ,, p X . _ . . � Plll_M �ieEE S SI-�4.LL L'� S/ :-� F; T ��� � �v � �� ��� 1��1 _7 11 - - - - - --- - - --- - -- - - - . ----- -- --- - - --- --.- -- - --- I�l4MET6jZ P'1 of 4-rY DATE/-- .� - .L� GT1I EmGs1EEs -1 I - '�' , 11, Ir 11�II���1� d11 IpII��i�j � I� „ , d 1 , � i !�f.�,. - I-*,- & 1 #,, 11r��§p�; 1 � 4 'h 1 I APPROVED ',ti } N " _ I [` OFF1C�IhL >>�$T 7 Of �o • __ s A ' ra_-- (�.�� ARROW ROUTE 11/ O �'� OItAWNG NO..�_L.�rL- V 0,1 � .. �i�T s�4� 1�• Z' 11_ Z _ IL ;tti l l . A l.� t k ♦ 4 l t t 1. l 44 4 A_ A. ♦ 1. 1. t o 4. l ♦ t l A_ ,� .. �. t t t-A, A_ 4, A. 1 1 1k_, A. 44 l 4 y� Irl_ L lit l A' A'-A- 4 �/l 1 t t 1 A.-A,_1 1. L l l 1 LA_ti 1 1- E F �. a I t-.A, t_ l ♦ 4 �. 4 a1 �` O t t ♦ 1 L ` ` . �(1 L Li �; .� l _r " ` \ - - t MATCH M- 0 '` Tnt - - - - - LINE xCONSV - - - - - - - - - - - - / 1 1 1 ♦ r Y r Y r Y Y 1 Y ♦ r Y r Y b 1 Y 1 r l Y l `r `r l• l• l• 1 lY 1• Y � 'r'P�-r � l l' 1 Y� �l '� r Y r + o q�� ��J . / s Y l Y Y 7 Y r r Y r r 'y r v V Y Y r Y Y Y Y l Y Y l 1 1 l' Y Y Y . Y r '� \Y y r ~ �I r �' //� ,,p �. 'fix • r Y Y Y Y Y i• Y �- Y °r' Y' r Y Y" �/ Y . ! �' -t-EC•r'5 nt_,dr`15 SPEUF/c/l?/O.�S. Elf-JL To S�IF�i'' n/O. •'1 A �� �- I 19, / Construct 6" curb only pq>i✓ Cicy of Rancho 'Cucamonga Std.• NO. 301 . 0 // �o.✓s>eucr tzTr�R/../c7s FILER S��E `� ' " " '' �,/�f2�cYio,� LEUEtiro Jho r r S �/ 1z " I.2 '� .,✓ L•5. aa�1'S P� 5 �a�^ 3 1 z Construct 6 curb with( 24 gutter per City of Rancho Cucamonga Std. NO. 303. >, 3a--Construct 3" A.C. over 4" A. B. . ©-- Construct 18" curb per Detail S1►ieet 4 of 16, X30 / ay q .•-d t\ t r, "�x-�//f-17T.fl.Y'..7.`G.'-���H�/iJ}�Y1.Y 4�Y�Y 3'1`'a r.•99.` 'OiQo�i) i) -�-j-^Tri\f�Y'�'��r-jl,l�Gs,,?L'`/rv/?�_•rC1�bX tr4�oNtt-�"0\ rt°r1S!r1 3(ps'Irr1rIr'''r'• 7 3 T,a7A�O b�o 0s�`sS'�.,?Z�a�j72x/_3 7?_r a,►i>r��� Gq��o_�-•-/-�7 S3(��r91�--•i��ia�•�*GS..����jbJ\,�.3�-.G,I?u.7 0 4 O�t�r';::�•':•a:7.1z.��:;PP'.�.u:��. s.:�"�.sf•Ut•/.'C;r•.(>O1, •y .s_es��♦G e+7sya r♦�!-♦9+0a"iO�`Ga�++Q'3 j f.p<+•/♦-•���`�s"♦►a+aNr+s+g��s r1'a'N�♦♦_p`�r4'_�r-_=^9-�--♦-•.o��-'•i;b--/a:♦/�;3---f•Ri;pN`-$'r�NN'/ ♦-.`'(`a,a i+•l\!a./f+\•i__„i��\ \y=a�N:.\'a♦o-�v A♦.�=--_�t r M`_♦_1'fi��\r♦�J`/-a:A''i- '-Ty_t'_-iA_=A-r_ON-♦ f♦r l>v��IN�♦=A\9`4,+♦-jf a__t a>fAANfNN�G'f'�♦Bz'+f✓-h A a'r�r+'�iN 9ra a N♦• �•rr f♦-`♦NN--t y'♦`�_, fssrNte.♦_4rA♦•N_Ar�N�C y +N♦♦9 esr•__�a`a=:��\•�s a+A+N+s♦v�y\i+~�0 s ___r 3N s+/+i`vS�r�♦IVN.a__4-�a t fN-r +.-f hZ.rft♦.ts- N4+� =4 f.ear-a_._a_"A>-NJ+♦s r-_�+_+-,R-�-a_�`��•.aa-_�N s$.1AN'r N� rs+y/N/y OrA r�r`tii_f-,=4 s♦N4AAN♦_a/+r/f' 4I/`N/_xs,Ai,/�'M♦ah\d- Iy a N\f,NAa,`'�Nb°�a�y NFr aN B4`�N_N:-A_�f�N_/A�•=//♦S,h_=f+N=♦'y♦N_N a 5�r N+(N.\�aaNP?Cyr\�♦ri♦y I_\zNa�fN♦_`Yh�'sa♦h+IaN�N 1Ns N.Ay-ta�.�•y.-r♦ NAs/N`♦a♦7 h IN►/A1- Nt♦i rfJ/,�aArZ r♦+AN'A♦a+♦ra s'♦`e♦N!I+r�+♦�ar fN2a I`N_j!esarNi�'I M♦ANf-4ZI N,2 ♦N►1:A+riI N r4M +y!s s\♦I±+_,tf'y!zA'a+I Ar.t�r•`�r�A+�N N A NrN�I'A-r+�NA 4f`N dNa♦N!N__N.-I N'A s�/N n+=+NqiNIh.h I\- •t5I'" �N NAfAd`w 1,rt A/41iro+Ati N♦+!N sNC+\♦♦_N;gA tIAI N,�ard N r Nr�,='�A+_+'-♦eA 0A\�AN A 1M-=\1r_Qta'.'*\_o h�`-g�Ar[+N\n�IA1,-r A-'t A-N_14`♦s_fy R.AsIri\�-•1 r yf.A-Y\h\♦+r 1-i--fir4rNy sr 1 sR♦_a♦A4t�r){r ry N= rN/n♦♦ht♦�-G Q=Nf�-I-�`N\fhEr�N z R Ay -_\ALy.N=I_♦\A.N-i�.`QA�e_T•./).�//`Qht'/11i♦�N.`Ii nA4�4A.Gn�.G q�QRA'I•J A♦N/ i�QAA'0fyN ypct•rNy'0a.MN n-Ri_r.I/�\.R rys\r!rF♦`'d•/ 4C♦M'�_�rN Ue-N/r4 N'nAny T/v h�ANN�1-A s 9AnN A y No-N'�A4 A A r r5N�\r�A�yrQbn N N_-'a�N_NiN 4•/N_?Mj(,-.y\/n_�1�P Af�n1T./'-.s-d\N-M/cyN/=_iiN o(y iv�k Prn!''8�/�O-n^r` a-Jo-D r-I I 1p.y�oOoOOvOOOOOO.� Oo II•+\I_:-y�l;:;W:_''�v:OQ�D:,�.nr>*pG._^�::\•?.r.''.•.1�''.1`1.►'`i.,••'•'«i�• �#R;.ro-a-�.,i••3`1��_'2a"N1.IG3'3,.Q S s p1S',a-�(�!_,i.';/,•_.r'1lI.Di0v�.,�.,�C' pQ o,•�to�SI.:;,'�=:.'�"�;M••'.:h•�®l.:S4:��;:::Oh�O':�'pOzO 70}- \WotN-co 0-�R•:-� �►f-a•'�n`rnN�i�-��,RN 'o`•w�`♦�7N RA heA A.,i AA"y♦s1A ..,/N D n.4CN�-Nr NVV�/♦,�♦ AA-�N R�CR��e_r y N�A�♦ j�N NA:♦N♦:.,A��In�r�\A��N NRDR�A�NN�1 N.A,. ,Y NA AN A�'R�•A♦r0 aN�n'�♦\�hS A AA NA`_NR.A r riA.R r!'n�N/*!N/nti�N�!_�/'• rA♦_i N✓.♦.N I,rh.nr9��NR A yA\yIA N\"N„AT"♦N♦N�N l"^yhz N! _.DNr,R N3A-`(A a♦Y�'♦/A N� sNR6n Aw/♦.•N NR/ �D Ahv-i'->♦n_�n N Ns N fN u�.pA NN�!iI,•mo a ti N'\-�/\..�1h.A R/A`t•/'7.Ni Ls\��N-�A�,n GNnN��NN/ `_1n/N•Nhn/�Ae^`d/_ry r- S♦ r A�Ni�•_lANRA N,r 'bNh�N R,'^N�'ny�A�A♦A =�hA`__♦�AR 4_ N-♦I+t°+�N•+!yR► �♦r A♦.r n �?- 4� A4r♦•1N.�A'+iA l�N 4,��)r�?•A ry/•�'♦�s4 n-N ;A A hRE-r••`�N•-'t�A�i4 Nh,' rf/_.,h',/iS�ai�Q.•Rs!'N.\A\N- :`L R,R r►ri\1o•�a�g�yR�./-oOAN\N-1�/ry.' =M<♦ -rn�♦�Syhw�nN i':�'o�,'M'�nNA 4'�TA-.�i♦'h-/!AE•._♦�N h'nyN1`y�-.D!A_,y� `-i n 3`i`1ey�a•wi`�_-,fi\_� C•\NN'Nr.+!"iiNO7-�-ti�''\-/>.-A d/-r.N.t Nt!-rt/.•/.A F_N-+'A.'�O NoNR-a`O.-e.�\!/�R�<N's+J/`N♦.�NN�Y,_ ♦w�-.9 r - te-•'w/•i r_N♦♦♦♦Q�1�-Nr a�_ V`�_/'i-+`w��A.r`A R♦_N.+�♦'t��,�;AR.\h♦1,�fA1�_--��N�'o/'_9p,-�_�w`,-i-"/,N�/1 -�'�NA_�-_�w�O`tAoA-�h-��O A`♦It,_- r.1 3`:.j/\:G'-7,�n\`Mn1oPA♦1wr-'A_.•_1.1''-�A-c,��r 3d-i�'._rC•=w--.-N9♦-/„w.-3 J 7A�t-�.-11LY.�A 9',b,-\1 3_1,.♦.� � ai,•J-n?0. ►/`1.iiD V+,/�•�•'rL�1-/�•�C/ 6�S/1«-ti 1i'• /••✓.Construct P.C.C. swale per Detail Sheet 4 of 16. Construct curb cut-out and 1 depression per Detail "C" sheet 4 of Install "Brooks Products ca sin NO. 2424, with traffic grate per Detail "\ i•-A"/.-1O.?yy'.1°a3 0s'V��./P 0L•�" t�/ �i•�1•rs1 '_1.9Tj•- I/l5c•A`�•�3`.-ti/` -'�/�b•D/!O S Ov tfr�/0�o.r�4+2•.37 I I O I,No�r.-,ctIG\!".' _ 3{ 0. .tiGS�yk QS�Sp♦DQ - lt fO /T'0-•1G�t '.,Q0x/G'�1yV3•'�h,; y� G.sq G, '/7 I.4?-\►_ar3r_Se 1' .i"rq�r''• f"1✓o 1+�.s2 1tie'. frzr.91 tf Z�MSI 5�0 'rs • c� � _Y ^r+�1hs�♦ wf : 10�,��,�-�raa�esCr�.a ra�.'��-4���q r,.�/�jw._p�'d,-✓1'��g Q'�"iI\�\.M��`/0.:�'�q;�:h�,�\3¢.�Q .��b�`• � 0 �,w hG1 °�d,��l•1`-t G,sr��1y4Sh b •�qt\^(a�p.4Cs�n - (9 7amG,.•r x 1C�^�e-1�,D,�\-n I�3\.' •;���'7 ,Gt7�ot �.n 09•T� k6`1 ,4 �or Fb A1"o, 4•�rC�F i y%�,�.#" 10. ,�.•�nI10r L89� \' 7: .3 . Z Construct P.C.C. sidewalk PK �APFAIIrMc \- T>1- S <_1WS&Jrs- rdRa�ISFo '�Install trench drain per Landscape Architect's Al.. 5 Qsee sheet 5 sheet 4' of 16. iron dr Construct limited access curb per City of Rancho Cucamonga Std. NO. 902. Install 4" X 14" rectangul adt ain pipe. � Construct sidewalk ramp per City of Rancho Cucamonga Std. NO. 310. 40 Construct 8 high block wall per Prof ile sheet 5 of 16,; and Landscape ARa4 S. � « 12 � q !�'_\03/.1�b�1�.'._•A.i-//e^t.__r \�\e. '(1•b�.3• 7 Z �•.` m "GD/\tt�t -_ Gr1Af1 t°A^ kP mo' 4- S ♦lbF1!', f ZT t�•y'.• � t c 'S`at ®h o1qV M L6�4 s^sb „ ' ioL^Nv.t;"�P\o.GP ' ��b�A�f e�\•!e ;o , ���W.G�o�-irQ C�z{..1.1•-8 -•.�`1 V JJ I- ^7 ook- o N.1r �Fr Q.97-;'•y' k�0poaP a!D� V r � .0/.5 S o�, "E - 08. � 0%sheetDetail II\ Consrucspdl d g4p f RhC �? 4 of 16Construct retaining well per Profiles sheet 6 of 16, and Landscape Architect's Cons v curb with „8" ow strip per etai eet f , -7 s 27 Detail "B" . (H - 0" to 6") . Vc. o,✓ onstruct drive apSeip' 1 Sheet 4 of 16. SEE NORTH ENTRY sECTiCl Construct A.C. ramp per Detail Sheet 16 of 16. SEE SHEET 9 OF Is A(?ILND�1A / Construct6" curb with 8" mow st iP Per Detail BSheet 4 of 1 . <i9.sSzTJ �Construct bus turn-out per Scietion M-M. AAA1�DInstall 8" diameter PV.C. drain ipe.(SDR 3S) T. 76i7 /� -pip*, see Landscape Architect's Plans sheet 27 of 28, ' ~r7 rated drain 4" perfo Detail "B" . 2& 4 ba 0- INSTALL 4" PV.C. DRAIN PIPE (SDR35). ' NO.A-480) SEE SHEET 9 OF 1640 IN INSTALL"BROOKS PRODUCTSCATCHHATCH STALL 3x5 RECT. DRAINPIPE (ALHABRA //1010// 4LINE A• .ERTH_ 6 r .A sWaLE mwLINE 11 'i '�, a \ oil O OoN y \ {f5f0 A1 ls �_(t�No'yo1 i .`A I, i,• 1. P �••PIf4"0 �stfRN � �•l0, �CO IIi iI E'III t � •�• 1/. a •�� SG sp_ ISR D-/- a E f � 1111111 1111 W 414 W zz L_INRU �4/AJ ftPE rEcvSEF SHT. 3 1O OI 1A Wls ` A bt g + O av♦ , pow Gk LL OPf Lij f47O kv OM 6f f + ♦I _ Ar4 Ato ♦ ♦ I .1, N ` N O 'fie s Ih N ►I + - Ilk 4.1 OO a ♦ a 4 _ f N b O t p Asi/OT N10 O FOR AsD. LEY. HT. 3S O wh OPAa r A yN N A ! wO R s N � P 4 O R � N h A♦ Wso ft ® h U R n O N O r1l Uj C CG n G W N . PI W WZ 40 7 1 7. ZO Te, �H j z 9 m. W'f' � MsAZT nuJV■y 1\ Vro n T C H < LINE k / \1� 1 A, �MATCH �A C r . ,� �- 4 A 4 l � . LINE 17 S FAD I M ` ` _ _ ONLY A, SEE SHEET 7 _x_ �- DATE DESCRIPTOPPROVED INITIAL DA r Y Y Y r Y 4 A r r 12-7-90 I REMOVED CROSS-GUTTER 00 D0 xIL 1.T N ODRAGr&u>1Y TRAFFIC r� .� FINAL HECK cc teu/(OTE Go crW UPDA7LD arw AS CONST. 40.00 V.C. Q5/ mIA1 F�"1 ouf5/Dfi nlAmrrER KEY MAP NO SCALE REFERENCENOTES: 73.19 PI•% ?1.5 OF 6-rO.RM THESE PLANS WERE PREPARED dY: FOR PWATE ME GATE REFER TO STORM DRAIN IMPROVEMENT PLANS FOR SIZE AND LOCATION Z4, 20�' Yc. ,. DERBISH GUERRA g ASSOCIATES - 11 ' , - - e331 UTICA RANHG!lCA. CA 01730 DRAWN CATCH BASINS. (714907-430f CR ADDITIONAL INFORMATION TO STREET IMPROVEMENT PLANS FIlkts. a c; 4 �1 DAMEON INDICATED AREA. R� j v V o1`'v � L ^C REFER TO LANDSCAPE ARCHITECT'S PLANS FOR ADDITIONAL INFORMATION ON INDICATED AREA. RA CITY NCHO CUCAMONGA ti h p O Z PARKS DIVISION0 ' t y * \_%, o � 1WQ DHDOwI Q PROJECT NAS is . COMML)NrTy SERVICES DEPARTMENT. 13 w RANCHO CUCAMONGA SPORTS COMPLEX 81EET TITLE Uj rIL Q MIDDLE 1/3 OF GRADING PLAN QJl DATE COMAll0TT Y EGMEERN / © Wt e4wTEELlAA5 P6F/L,E JACe B,EA,/UY D '/VE Awnsl LCmESZ ' 4VE. APPROVED �T g of noDDATE oFFIcALa P/41C,e WJgY _61,04Es: IKE s - --- ,� ti y ,NOL/Z• / (' YEF3'- /',4' ARROW ROUTE �� DRAINING NO.� �•/.� A Y ANDER PeaJEGT SWEET 00. _Z&® _ 1 INSTALL 4" PV.C. DRAIN PIPE (SDR 35). REFERENCE NOTES: G9NSTRUGT PIPE GONNEIGTION 10 MAN! © 1 Refer to Storm Dai -- r n Improvement Plans for size and location 104_ ,✓ �aW�`/mac �T• ©' -' -- �L of catch basins. p -Refer to street Improvement Plans for additional information FVC qP ©� 0,� ® 82seb _ on indicated area. �-- Refer to Landscape Architect's Plans for additional informatio �. on indicated area. saewRe."le,41E Sys>E!••t le© 0 OAYAF 1 ICII�f L IN ®ate ` AsaS cam? ra wouirgM AWE �ct s�y A 1 A2EA 4xA MoD IFI ATIO13S, DE • rA t y' y / 1 ti� �( � � h�\'' roi� �l� w p / - �g�• _ ti� ZX ��•y' �. - - �,fig._ _ ��+� \'_ ,� ��. fir,. � A��• -- _- - -— � q � �Z - ( W44' 'E 1295.96 54.54 1 - r::::•:•:: :. 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Z 8 � 1 Zis 9 �" sed aPo.,voa� i ' ,�3s I/JSWA LI;D;DfZ j PIPE 1115 Ems, sus r� E � 1 "cs I _ v -6'ryc•r.� z ss�srF.a(rte 3 0 �, 's' s • 8 GAPPBD $ $USI ED 84.E 1 �1► i L - smear � SEE / 11,r r � �� .`1•�� F. F. 85.40 �; f:s s , , c� AO I � \Qhs' 1 1 bS i PAD 85. 07 B I 1"A ''f. #3 �.�I. �I �."° 0 SNEEfi—._`—� roR cmr am alar \• o oG r9 REVISIONS 'Y. . ...... ........ REFER Ta b"MfM!RALZ'NGINEERSSLAS ELEVAtON PLAN al ' ,f� 02 .n 16 Q 1 r � \ o ' I c• x �t�n 8 OF \ �1'E NTMr` ATE FOR LOCATION OF RECESSED FL90R, SL.ARC SAND SUB-", O _ ' A \ �` \ — 1 I " - N ^ � _ - • •� - 36 'I�• ' - - - - /- g5.1 GRADE LOCATIONS AND SLOPING SLABS. 11 l• �� �• $5 t• � 6 R" - F� �� � Q 7-22-91 p ZZ d 11� v �� L, eetss C•lel CJ d'C�F�r11e6. �9� Ua 1 t '► * _ 3• C/of, �- ,� �e,�<�� O - lz caaca iv�� �; ,� S�. si W 8 . Im QSEE SNB£T C.cl-3 Fd _ 8 / a Sews 7 Z o " 4p D. Q `� g7 '� i-/ro-�� ,esviSeL. r-iA51 sort 1 *I= 1q OI7t�iCA'(10I►�S g4 h SAN , ^ —AC=//?1 i 2wsEo u 5 AMC` TRAFFIC V) MATCFk � BO-d --- QEVKED �AJDS FNCHECK E rCK � Q - o � s' s 1�' � — _. v 1 4' WW '�► LINE X� . tL SEE SHT.80Ff6 I Construct 6" curb only per. City of Rancho CucamongA Std. l0. 301 . fes- gy a - - - �' 6 ea �v% ��► �tXo Lv �. STIeLIC17o DA _ _ MAP 2. •Construct 6" curb with 24" glitter per City of Rancim Cuc onga Std. NO. / F3�---Construct 3" A.C. over 4" A-B. . -- ; �n --�2 i ,lo g� 8 ;' T"EK MEIN r1 D /Y: colt 1�It�loE 1M! 1 I Construct P.C.C. Swale r Detail Sheet, 4 of 16. �• �'' Bf aid Brl : e gt' g $° \ �; j w M. .. 1 q.' enter' ! ® pe / oar s X a9 ;. > , ' . : DERBISN, GUERRA L ASSOCIATES J I , I `',1, 0331 UTICA AVE. SUITE 180 RANCHO COCA_ CA. 11730 6 Construct P.C.C. sidewalk 1g2I_c, bsc-� Az-,WS PLA--]S Asa sars• 13 zA� oae 1� oR �Ir'lB,�slo,�l5), f i• ` o � .,�w o-- �l F (7111 907-4306 Install trench drain per Landscape Architect,s pi-A,.15. 0 OPP shegt SI I ' \ - Y V /{� � •� I �'..:' • � a (----Construct limited access curb per City of Rancho- Cucamorige Std NO. 902 -- _ ,� �4 H� , , s` ,:� "Alar DATE u 1 J err I 3./R a`w � ""ate v ! R.C.IE. NO. !t!1 DANIEL E. k S Construct sidewalk ramp per City of RAncho Cucamonga Std. NO. 310. 14 Construct yunited rip-rap pad with C.M.P. riser per Detail, Sheet 4. ,' l - � ' ��'''.' °' ' 1 ' • Oq Construct 8• high block wall por Profile sheet 5 of 16, and Landscape Al�►I's p� �ZDO----Construct undervalk .,ram _qty of Rancho Cucamonga STV. NO. 507 . ff Y OF RANCHO C'UCAMONGA 1 4heet 2?m Detail "�"® °I Construct 8" concrete With Vire;:-mesh per Section P-P. - �ti � ._ h- --? �=�_ ; z ~ a r 2 l0 Construct' retaining wall per Profile sheet 6 of 16, and Landscape a,�,a'�>< 5 �Construct variable curb wit 8">-mow strip per Detail "D" sheet 4 of 16 = �-' > 'F.- '=! ` Q Z N ' FL�n3 Shce� 27 D�fal //B// -� \ H ON t0 6*) . 1� w'� i\ �' r + Y -� i 1S011CT IMS (Y 1 - ,_, - g.¢,sI ? :`� �;�_;� E` ! a VtJV/'1 �7rVL1 1 S COMPLEX W �' 11 In ta44-1Zttfertn s r Lands Architect's Siecif ications, see sheat ►lo l'la ° - }- �� I=.� W � 9 per - � 4 Construct drive approach pe�• D��a��.�St►Pet 4 of 16. � ; , __. ,_. =:LAY•- - _ - 1F-•- 1' Ge1`151"/•der,017 Le9en� s tlef�s� A/ote ,(lumlbe� 02 S. p��b's o!a„�1 --- --�ConlstruZ't A.C. ramp pel� t3et�lil $tS fet l�`U�-16 _ / !/ ,'----7-- e ` _ t"'�t I�ET ?Rt& Q r' ('onstruct 18" curb r Detail Sheet of 16 e y ' _ Pe s ;onstruct 6" r w4, hr 8" ntr P Detail "B" _ 4 0£ l6 1, �- v FORT 1/3 OF GRAfltNG PLAN r cc drai -- l4 - InatalL "Brooks_Eroduc-te" catch bas 0. with _}r�f is . ate {ger De all "- _ _ _. Install "BrQo]cs_._P�o� t-s"_-catchi%& 1a--NO- 12.12_ �� zarn/El� <ltsn/E�Enl �. Q ,'< - - 1 ti r ♦ Y ♦ Y ♦'� yTyo`+"T� �'"YY.. �. -, Y l 1 l / Y l�� ��yr Y� YW YY' n — - 1 \V r - jr `� b" Y YY Y"YY`l Y Y Y l Y Y f -� down drain r Detail '�iee 4 of 6 J s heed 4 of 16 �-- - per r.,t • T YY`l l Y tiY�titi.� ,� r X - , r.,y : Y.. -. €E _ Install 4" X 14" rectangular cast iron drain pipe. I Construct extr th footing per Detatl sheet 6 of 16. ..r,.� .r I Don ,' 7 �,,, ,In •, 1 z Construct 30 high 1 cape Architects Plans sh t 8 _ 12p ) . e Detail "C" . , �- , stt■EY - 94a CW _ - Aww" _._ CC 17 Construct spandrel and cross utter per Cit of Rancho Cucamonga STD. N0. 308 Construct "V" notch curb per Detail sheet 3 of 16 . --- p g P y g I ,,• ARROW ROUTE oit�trws IIOc . Construct dirt Swale and beret r Section 0-0. Construct open channel per Detail "F" , sheet 6 of 16. tAV09 CJ . ��-T 57 4CST IUB. f Z . r.© 1 x ��- _ _ . DATA SCHEDULE DATA SCHEDULE _ _ _ __ NUMBER RADIUS DELTA LENGTH TANGENT NUMBER LENGTH BEARING �p��� ® 201 3.00 113.26'24' 5.94 4.57 400 1.61 NORTH 372 q10 •. b 301 3.00 168.39'39' 6.83 30.22 O 401 9.00 S741#46'13'11 16.i , 302 3.00 101•46'55' 5.33 3.69 402 9.00 N74$46'13'E f d3.t5 71 b 0 1 Z AVS^ p•20.o0 303 8.00 62.50'21' 6.77 4.89 403 5.25 N89.51'03'M �`�b <• 304 8.00 60.20'48' 6.43 4.65 404 8.06 N80.33'01 J F-2 t 305 3.00 135.01'56' 7.07 7.25 405 9.00 N69.51'03'M t"x17 g2•?V 373 �S 4!0 "-4 , 0 0. 306 3.00 148.30'06' 7.78 10.64 406 7.85 N19.38'304E 3� h 7� i> C ` S ti 4S I �J' O Fs B/g'l ti'�1. 3.38 �, FS G9•td • '(G 307 10.00 36•13'50 6.32 3.27 407 10.23 N69'50'32 M � _p � 1 374 rG g ! 308 3.00 180.34'33' 9.45 406 1.37 S00'09'26'M14�3 �f 309 3.00 124.54'49' 6.54 5.75 409 9.00 900•09'28'M 80.8 413 tf4 N f5 SZ.98 C 4�ti�1 360 36.00 36.00 361 b y 310 10.00 70.27'55' 12.30 7.06 410 4.50 N26.39'06'E 311 10.00 72.07'07' 12.59 7.28 411 9.00 N00.09'284E h 4 �► D �•,}9 1!�� 366 V 312 3.00 92.30'09' 4.64 3.13 412 2.25 S39'07'50'II F-1 4 '� (� 0 +� 1 h 313 3.00 173.40'55' 9.09 '54.36 413 9.00 SW44'37'M b h F-3 314 10.00 74.19'40' 12.97 7.56 414 t•e3' rj o•1�'4e'6. 1'4 315 3.00 116.42'26' 6.11 4.87 416 14.6'1' Ne)•z9'o1"E. � L 4 c .7 Vy G 8•o y C-� L �,,� 316 3.00 85.29'26' 4.46 2.77 416 t.ea' Ngo• 17'4e'w f' ^ 1°Q 370 � Bi•Z4 376 375 � ��� X8.2 � .M Ts,��• 1(�ti 317 10.00 77.31.53' 13.53 6.03 41 \� 1 16.00 357 ' 16.00 ffg\\fi�nn qp 318 3.00 117.50'51' 6.17 4.98 °r yy ,h �_3 409 4!! 319 3.00 90.00'00' 4.71 3.00 1'� ` h q B,? 367 320 5.00 104.58'24' 9.16 6.51 FS �• 368 323 297.00 1.04'28' 5.57 2.78 T tl0 3'.� 16.00 M fS G8•Z$ ^v 15.74 t 322 3.00 161.32'08' 8.46 18.46 412 '`•s 7. ty�, 00 V b 4 449 633 It '1 323 3.00 88.14'39' 4.62 2.91 q.10 p0 V 324 10.00 104.15'26' 18.20 12.86 PARKING LOT 'F' PARKING LOT A' re 7 3o 325 3.00 90.00'00' 4.71 3.00 K �h 326 10.00 57.22'43' 10.01 5.47 - - ......................f, ,� f iS GG.So � N PARKINGLOT - "F"327 3.00 96.30'48' 5.00 3.30 � / ®C-2328 3.00 !80.00'00' 9.42 �/ 4V v 350 7 329 3.00 120051'39' 6.33 5.29 330 12.00 79'44'08' 16.70 10.02 // I FIELD 1 OSLANDS) b m 47 ~ 340 16.00 16.00 351 <s G 331 427.00 1.06'15' 8.23 4.11 332 12.00 630 15'42' 13.25 7.39 Lam, 12 p.a27' ♦ 6'1.0 V6• V� 439 ^ �q 333 3.00 97•!4'15' 5.09 3.41 I M V V �I 339 334 3.00 109.55'44' 5.76 4.28 fOfT1AL o V ^b b �� 1 335 8.00 41.04'27' 5.74 3.00 h tib ,� V ty V 1` V 16.00 16.00 341 336 3.00 1!9'26'00' 6.28 5.14 b y V V V h V V y 4t5 V ' �1 O „ K 337 3.00 90.00'00' 4.71 3.00 1 414 578 •{15 1� y ti 4 V k R k 3?s'1 428 338 3.00 114.39'56• 6.00 4.« _ � �� � 4 N >,'•re�o�"E a=oo'�1i � ,�, Gt.� �� � ��bu PARKING OT C _F 339 3.00 170.43'24' 6.94 36.98 TCGt. 3 fG V 0 V h . __ 9, p-1 ate .Z6,611 I . GY•+� b V�. a 340 10.00 83.49'42' 14.63 8.98 --- - �6? / u 99,215'o7"F- N 99 Zs o� 341 3.00 108.41'07" 5.69 4.18 o G R" `� I i(, co, L O D y� i[< oc 342 3.00 !35.09'15' 7.06 7.27 SOF TNAL I `l 317 u.2 i' 6 0o b n 1! (\ Il�1 4�h b V 461 W, 429 V y (ISLANDS) 343 10.00 46.40'15' 8.15 4.31 ' y f4T y'"1 ►� b �i V 344 442.00 !•31'40 11.79 5.89 PARKING I I SGFTVALL m' 345 10.00 42.33'44' 7.43 3.90 LOT '•E' 22 WE ��tWWW'321 1 N r\ y ►\ 36,00 6.00 nnu11ui�uuw111uIitt � V V 346 342 ,V�IQ' • PARK INS LOT 'f' V r n N h tiC-6 344 349 36.00 16.00 347 1►G h v 346 3.00 137 26'16 7.20 7.70 1 uuuluu V ^ \ N qn V �' N V 0 \ C-6 346 10.00 140.46'04' 7.28 3.72 11ll111llW1LUulllillu -- n- G 347 3.00 V y1 ZG3 V 278 M ` wti y 7 p C-7 `c �l 17 250 .17 40 az i� i 349 3.00 131.19'19' 6.86 6.63 - - 1V (1 V h M , h 1V b 1 I 317 354 70' V b' .. .....-, 3T1 11.211 14.001 t6.00 Iv.co !� 1( 4.00 11.21 VV4! 4 Z$ 0 L•i5 16.00 350 3.00 !62.13'07 8.49 19.18 -515 1J s 28' 0'7"E RJ r �h �N �ti Iyti V N 351 3.00 90.00'00 4.71 3.00 �� L_� 1L`) •4 p-b 4d y V y' C_8 352 3.00 116.52'06' 6.12 4.88 �) t a y' V V V b A A (� q'1352 353 10.00 66.11'21' 11.55 6.52 SOCCER SOCCER 54" .189.28 o7"E 32.Gb' b t,V b �`b V h Q r(i S' 353 T 16.00 PARKING LOT \j A��h a kV�y 414 kV 4 kM !1 l� {�V b y p G3.Go fG G3.�+(. 354 3.00 96'02'13' 5.03 3.33 ` a•a 0 ° •i �' .G3./G S GZ.9<i p 36'8 3.00 153.17'01' 8.03 32.63 S�i4s!E 'C' Q 414 �'�I 1�' n 415 ,� 0 h �l� VO' 415 11 3715 V V 8 4 01 356 10.00 94.10'35' 16.44 10.76 /'�• �Vh 41 �^ V h �V 1.14.64 367 3.00 115'54'08' 6.07 4.79 I ` V V V h �y �y 0` V 356 3.00 152.42.24' 8.00 12.36 1 , M Q 359 3.00 1!2.53'14' 5.91 4.52 I F t V `l V 350 3.00 116.29.38' 6.10 4.65 1�T!-ItJRt•O i� b 358 16.00 b 361 3.00 89.53:41* 4.71 2.99 PARKS LOT 'D' PARKING L �' C-9 .409362 3.00 141 20 05 7.40 6.55 UTWE D . yl 363 3.00 141.31'11' 7.41 8.60 LTE __ _ _ -- pst. 16.00 359 b 354 370.00 2.03' 44o 13.32 6.66 h �►• cz9 a�� . 365 3.00 115.59'52 6.07 4.60 _ - - --- - 366 10.00 93.27'10' 16.31 10.62 - ,gp,POiv •PYt'/TE q� ti ^ u �n�.15 367 3.25 154.16'56' 8.75 14.24 �ti Z�(G b w �1 1 1� �f 366 3.00 69'31'16' 2.199 2.96 REFERENCE MAP 4 �L,{, �� �i 369 5.25 !32'31'!4' 12.14 11.94 V � t b Y' B �� � 0 371 5.00 135.00'00' 11.76 12.07 328 V M 323 !�� 320 300.34 i 5 • ti 337 373 3.00 31427'39 5.78 4.32 714 V ��y 372 3.00 90* • 7L �i•io A-2 23.53 rc t5 3 t +f T�.ot 613 374 30.00 10.54.40' 5.71 2.87 3z Fs 85 40 h Fs 7 •+` ' •o Fs L 362 t 375 115.00 1.37'13' 3.25 1.63 815 ,� `2 G 4r," B-I 5 B-2 376 3.00 116.47'48' 6.12 4.88 A�01 < 4 3.1.1 1.00 150•'�11.41" j. 3.114 A-1 /`9 'N• ` r V N 37D tl.a? 2•�•l0'17" rl•eb 5.44' i vV�1`"/ T 6.00 41� +`. - 16.00 363 t bS3gh \ 831 $ 0 31s ��'� /"��+ 9� 583 rc >•�. C 10 Fs 74.90 580 0 7.65 COORDINATE POINTS 321 �a �" �y. "! 7s.z1 c .a T .1CLIP FS 7 .71 4 PARKING LOT A (ISLANDS) ��l +�`�h 316 �41Cy t;s �z.ls Fs Tarr ��y b 322 i7 b 33e 326 CD POINT 744 N 2414.8327, E 2016.9628 POINT 756 N 2457.3885, E 2173.2734 1G $b 1� 5b POINT 769 N 2476 .1 8910, E 2406). 31 1(o �qb 1G g5ry Fv `S 8 POINT 789 N 2521 - 1096, E 2171 .3062 315 G� � TC aS V n T Z POINT 799 N 2585. 1859, E 2170.6437 V 4 0k 79 5;9Z 1 336 328 Fs 72.t8 POINT 790 N 2535.5375, E 1988.2813 Fy ¢z POINT 815 N 2591 .7818, E 1958.8512 , Fc'74 335 POINT 831 N 2596.5102, E 1976.2190 31 401 8S. Z .Z S TZ. Zf0 '3L FS 7 .3Z FS 7Z•2 FS 7Z•I4 790 '+I A-4. t� �� B-3 •10ARKPIG LOT aW OSLANDS) 4�h w - - - A-3 OPOINT 583 N 2026.8034, E 1986.0051 �' 3� Ft ¢ZL POINT 580 N 2026. 3113, E 2175.0045 D �G6� 316 �•�C 60 -w � �UFL;j/Liy - POINT 595 N 1964.8505, E 1967.8438 11 AA `b, �) 4y' F595•00 B 4' 581 POINT 581 N 1964. 3115, E 2174.8431 ` 1C1I� ,q1 POINT 622 N 1902.8975, E 1949.6824 K a ' \ POINT 882 N 1902.31 18, E 2174.6816 I(y $ I Z \ PARKING TG �L T A POINT 691 N 1840.8509, E 1967.5209b 10• POINT 676 N 1840.3120, E 1174.5202 _ _ _ _ 4� is 73 ` Fs 71.49 FS 7).43 0 b 313 tG 6.00_ 1 309 �s 84.so (!GLANDS) r 73 00 334 328 PART-A PARKMG LOT 'C ('ISLANDS) r 1042 �b POINT 633 N 1664.2510, E 1863.9966 308 lC43�. 15.55 h •r� 3� �►, K ii O POINT 615 N 1439.2518, E 1863.3771 4 6V PARKING LOT V TG 71 S L POINT 601 N 1695.6530, E 1802.0829 •rc 88.57 DIy �� b4 • 3 FS 71.15 REVISIONS FOR CITY USE ONLY POINT 449 N 1662.4759, . E. . 1739.9913 789 102 333 - -- Q3.o7 T � rc 73$4 c 71.61 71-41 GATE DESORIPTION APPROVED INITIAL DATE � POINT 474 N 1509.4765, E 1739.5700 A-5 S S 769 s S. F5 93.36 /Z-7-90 + i T POINT 461 N 1520.2837, E 1677.9995 (LANDS) Fs 71.11 Fs 71.11 ,¢,�vs p ��Ev• ,�-/ STREET � POINT 439 N 1637.2832, E 1677.5995 A-s fc Sd•1Z B_s 7-zz 9/ z M `I " u 9 GIRD & SEWS 1523.5363, E 9217 1615.6082 16 8391 his _ Q POINT 429 N l.r GRD 6 DRAIN POINT 428 N 1622.5359, E 1615.8808 �i B Jf• 622 582 I 0 S G1 PDA TRAFFIC w POIWT 489 ki 1479. 4538, E 1¢O1. 419dI �\ 311 Fs Tt So 331 w FINAL CHECK \ (�• R/W • •' � V � 312 73 00 5 T T3.4o PARKING LOT 'D' QSLANDS) AS CONST. 307 � 73.0.. C-) POINT 249 N 1248.6676, E 1178.6'596 306 � �h � THESE PLANS WERE PREPARE BY: FOR PRIVATE USE ONLY POINT 250 N 1113.6735, E 1179.9117 4 c �3 + 7e.,5 7J.o POINT 263 N 1114.2485, E 1241 .9090 p\\ ��• 1 FS 7Z.03 Fs x•57 Ta•5L INITIAL DATE O POINT 264 N 1249.2427, E 1240.6570 DERBISH, GUERRA d ASSOCIATES POINT 277 N 1249.8177, E 1302.6543 ` e� \0 0 329 8331 UTICA AVE. SUITE 150 RANCHO COCA. CA. 91730 DRAWN �,G• 305 �h ti 328 1� POINT 278 N 1114 . 8235, E 1303• `�6)� - CHECKED 30, v 1 ' v; , � U�4 NAME HATE M 11 pest4t•1 J.c. 301 4b�� S 83.10 � ` R.C.E. N0. 9224 DANIEL E. G ERRA PARK�t(i LOT !r (ISLANDS) �3• f ' >AR fs > s� IC 3� re 7G.s� a/ CITY OF RANCHO CUCAMONGA C POINT 1005 N 2610.5825, E 1364.8353 - 756 327 `s 70.09 7 N 2489.7729, E 1077.2430 744 ~ ' 't TS 7265 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION POINT 4 _ S 7c 70.56 70. + 401 N FS 9229 72 t5 F5 70.04 7a.o+ PROJECT NAME 8-7 RANCHO CUCAMONGA SPORTS COMPLEX - n -e �5 aZ' 8 Fs 7.94 691 676 SHEET TITLE • '0 H ��ey .00f A-7` ��e �4�� 303 16•� CANTER ISLANDS CONSTRUCTION PLAN 4 302 S TC /•? (1" APPRO ED APPROVED Fs 7x.25 A 0! V F3 ra�42 TG 91.20 404 B-e ms G an � .70 'L 20! > F5 71 + 1 31 'r 0.54 TG 69. TYb9.9j DATE UNIT E Vl ES MANAGER DAT • e. .�+>. C Y ENGINEER �.A Te T 71• fs 69.49 Fs 67.4 O 1FS, '71.47 - 325 APPROVED h 403 328 DATE - s UIL,l21 OFFICIAL SHEET �� OF �� TG 91.40 71.31 APPROVED ` FS 70.90 � 70'9+ � DRAWING N0. DATE �� �"I f�` CITY PLANNER RIVERSIDE BLUEPRINT RIVERSIDE, CALIF N006 09'59'E 1662.9E ,, Peo�JVE �u fs I'lt"G sraED !2) 1�1464 C ) we?w we? 14y - - (tI N lq}! Acx�12E4,4TE BASE 6rTAL//CAC --- D[/CiAI/., CAvPsE + ,,e,qP1A_10 __ �---� - --- T - -4 .-- _ \� c -- -r-to 6 I : I T&A►.ILSITIOW •.,• ..!-__- r � � , � tic 41 (9)A#4N !4-)NA4N10 151 I - S CCER FIEL I i AN i I J tAll 31001 1 II + 1 N }I I I I � � � G M.P. 21582 bEYOJ.ifl � X11 411 N 1 ( I ( ) 14 CI) N1gN / -+ \ i I�E2FE�f7T6D (1) NIhH �TYPIGAIL.? c.M•R else i PARKING LOT "D" - • --+ --- ,1 _ sLJeeEollu EDL w LY I -44 -- CD I ECT/ON A A { el) 0,011 - sq AUD AOS I =- � tiJOTED T -T ��4 � �-.--'-�- �' (4) N 141-1 / Cl) N i4 N r . ._, �_� I ) I ----�' � _- � of _�+ -� _S-\ -+ f� r.� • _ �•e� CMP �ISEh [ it tj �OCCFA FIEL4-4 � 7Tr t - + { 7 t I r 1 CI) N 4Nj _ (t) F116N O Q`' - "�j o \- t- -- - = _ _- \ _\ _ >��n1Ur (1)6416►+ - !) 4 -- 1 STADIUM i 1 w / 1 !�N M r r O _ --o lI) NtyN I , � CD CD Z =! I 1 1 I \ ! w to EROSJ'D/C/ COAC/T.eoL ZiE�tJE�CAG ,t/OTES �' f I N r 1) ALL S40PM45 sPowm ON rwese PLANA siJALL BE IN ►LACI= AT' THE END 09 WACO DAY PUIL10a, TL1E 4AZAptIJy OF-6 f¢O/✓t OCTo$EC 15, LINTILL APACIL 16, ILJHEN 5 PAY =411.1 FOIe!EG T ix Cas DS dos:. AS P) ALL SLOPE'S GREATEIR TWAW 60 SHALL iB PLANTED WITL1 Aw APPICOVEP COVEa X.1 ttJJQ MATSmAAL 4 IReicC,ATVP IW ACCoep, pk F_ vitro TLAE CITY OF ICA),JCLLO C4GAMON6tA /�7 ��,y fZEQu16F,"COTS 4IJLESS SLOPES MME PAoTECT6D WIT�J vtsquLss.l { SANPEAyS. �C ! � Ti 0) P2oTEsCTIVE M6AsLtCES CALL SIE' TAV-SW SK TWE. Co"T12AOTo1E so As 1JoT Te GAdsE A,JY ML1p, seer, et CEdals To SE vEPOVITIEv ONTO Pt ML.16 ole \ �,) Jl4►{ AOJ.4464T rRoPB/LTY AT ALL TIME�s of CObJZTttLICTb�J. A#JY MLAO Olt VEQIt:1S oN PLJiLtC PI'!O1°6RfY mwALL sE REtrlove_D Ikojm&vtATe_LY• DUST WwALL Sec r CD&JT¢oLLEP BY WATEewet or OTWEM APPteVQp METNoD TL►COLL414OJT \ I `\ a I } ` THE !•t2ADILJy sU1LvlA14 conJsTTt4cTAOI,1 oPEQAT1oIJS. O! I \\ I --� , ` �)OWNS= AL1 SLoPL� EXc•E£DuJy S' IN VFeTIC4L NE►GtNT 4 6KCEE010A b:) SLOPE AWE J 41i \ ! t To WE PLAWT6D V41TW APPROVED PLANT h4A1'£RIAL i pRovrPEp VV1TH APP2eVEp I IT �� � �}_ � � W9TER11J4 SYSTEMS. ss APPCeYVp LAN05c1JPF plZAwlucls � EtoslolJ PARKING LOT "C� ' CDWTROL OPECIPICATIO*JS FOR PEC1N1£TEP_ TREATMENTS. 1 5) A STAWO QY CCEW A>E EME.It';r-"CY WOObt SHALL J3E AVAILABLE AT ALL T►MES pU¢INal TIDE RA1I►Y 'SVA-0'J - 1JECESS/�RY MATERIALS SPALL, SE AVLJILE76LE 61J SITE ; SToa K.P1L,E0 AT C0NV1E1J161JT 1"ocATtous fACILA �� -}� TO TATE 2AP'tD GONSTIELICTIOW OF TEMP02AJEY DEYICS3 WJJEIJ 94",J IS EMIeJEN DEVICES S14ALL NOT Be �►/IOVE17 Ot MODIFIED WITWOLJT 764E APPftvAL eF THE CITY IN$PBCTOIL O t1t.Jl� Jl1RS1IJS TLIG iA•fIN PLIMP6v DIlY 1�tevgD PgOM CHECK sew*" AFTER A RAItJoromm, ALL TILT � � ? ; cBsras r>aacL se � -- : 1 PLN D Ei/L. • C�EAc/E�PL Cp L�rLF7CTa� IM C45E DJ= EMBCyt✓JJCY, CALL C j 1 + t - 1 , AT_ ,'o ,E PROV,� $Y 4"FRAJ- c �A&CyoR. A114# 1 !t la)y i rn di 16. 50 0 Z 464 Ni F l �'4"� - �')f/i (I) - 292?A �- PART---A - � - -- - \ �; Z)I1/Gfl \ i/ _ - tom ;• REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE 12-7-90 I� t•/ - STREET �. CHANGED GENERAL NOTE 8 SEWER/WATER _ - _ GRD. i DRAIN PARKING LOT "B" �� 5 L _ IZ 30r (I I Io (,aRpNr � TRAFFIC Ia ._ _ ._. �/ k� f - FINAL CHECK R/W rCID \ \ "G T ' PARK A AS CONST. N ty _ uj A G » - - �\ _ �\ \ice 0. ,; THESE PLANS WERE PREPARED BY FOR PRIVATE USE �1 DERBISH, GUERRA b ASSOCIATES INITIAL T O 8331 UTICA AVE. SUITE Ido , RANCHO CUCA., CA.91730 - L - `. - DESIGN J.C. 10/90 CD - 40� - _ - _ - 1 ' k ��� 1� WN J.C. 10/90 NAME 11 1• D D.E.G. 11/90 i R.C.E. N0129224 DANIEL UERRA P,tewvE ,''fe /!f" C,tdsvEd. y/ �! �r� �/4� - aG eEi�?g4s� CITY OF RANCHO C U C A M 0 N C A v' _c f avP/ t ,e�'q�rE aPSF li~ Ti/iGr ;�� :� .O T _ _ r -. __ _ • '-.�., _ -_- - T _ - - ;• .:••• T . . ,' COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Dvie1-,* COuAeS E eP q es�,viAv4. v "� �`� �_a_L_��__L • 1 1 1 1 1 1 1 1 tie -• PROJECT NAME 51.30 77�AAAcl3iTlDA/ .:;::" ��` �;: •� - : - "`.S 9e'f 97 73 N00'OB'57'E 220.00 �� •� 0.0 .•; f - - - - ----- -�. --- --!' -'� ••.;:•.•_:•is NO 6'5''E 3'B ! _ _ / RANCHO CUCAMONGA SPORTS COMPLEX N00108'57'E 541.99 SHEET TITLE - - - - - - - - - - - - - - - - S l4 x//414 (a� A _ EROSION CONTROL PLAN Ct) Ni4N (z) Nlr�u � - �. AP RO ED APPROVED i 659.85 330.00 N00'08'57'E 1656.75 - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE -At0 I RV ICES MANAG DAT ► I,9p 4-, ITY ENGINEER Q' R O C H E S T E R A V E N U E APP OVER DATE UIL OFFICIAL SHEET OF \ APPROVED DATE 1( �_' "= CITY PLANNER DRAWING 640. L7 �Je4T SkeCT 06. *FZ..1v"? , IV G- I 1- Y OF RANCHO CUCAR40NGA 011COMPLEX COORDINATE PO t T.C. LOCATIONS PARKING LOT 'F' STADIUM PARKWAY T.C. EAST & SOUTH T.C. PKG. LOT Ir SOUTH EAST & W'E'ST T.C. PKC. LOT -C' CENTERLINE VICTORY DRIVE POINT 1005 N 2610.5825, E 1364.8353 PC:IN- 2166. 1655, t 2023.6781 POINT 502 N 1758.3035, L 1 6¢ POINT 39 ry 1000-8885, E 1095.7959 POINT 1017 N 2594.5822, E 1364.9069 POINT 180 N 2193.4487, E 2045.6013 POINT 1906 N 1756.9875, E 2034.3654 POINT 400 N 1639.2020, )E 1� 1 111 DINT 140 N 1088.8847, E 1094.9797 POINT 1016 N 2594.5956, E 1367.9068 POINT 181 N 2216.6523, E 2019.3985 POINT 1903 N 2019.9804, E 2032. 4350 POINT 401 N 1638.8195, E 1569.5056 POINT 6702 N 2592. 4838, E 1370.0376 POINT 34 N 2038.9786, E 2220.0376 POINT 503 N 1766. 1629, E 1963.5460 POINT 141 x1086. 1209, . E 796.9926 POINT 6703 N 2621 . 1977, E 1398. 4957 SOUTH MULTN-PURPOSE FIELD ACCESS CENTERLINE POINTS pOIN? 104 N 2306.9739, E 2218 .4349 POINT 504 N POINT 402 N 1635.8195, E 1569.4973 1780.6392, E 1967.4750 POINT 142 N 1202.4686, E 1071 .3413 ' POINT 6704 N 2624.7174, E 1394.9444 POINT 8000 N 1369.0390, E 1893.2595 POINT 105 N 2271 .9745, E 2218.6442 POINT 505 N 1786. 1776, E 1953.5349 POINT 403 N 1635.8624, E 1553.9173 POINT 143 N 1253.0594, E 1049.8864 POINT 6705 N 2629.7174, E 1394.9220POINT 404 N 1491 .8629, E 1553.5208 POINT 144 N 1370. 1879, E 1326.0764 POINT 8001 N 1315.1110, E 1873.1419 POINT 106 N 2271 .8834, E 2253.6441 POINT 524 N 1791 .9279, E 1955.8194 N 1371 .0591 N 1491 .8189, E 1569.5207 POINT 145 POINT 6706 N 2629.6360, E 1376.7501 POINT 1521 N 2241 . 1390, E 2253.5640 POINT 525 N 1788.2356, E 1965. 1128 POINT 40POINT 405 5 N 1488.8189, E 1569.5124 POINT 145 N 1698. 1455, E 1026.0777 E 1027.0275 POINT 6707 N 2626.6361 , E 1376.7636 POINT 1522 N 2241 .3799, E 2161 .0643 POINT 526 N 1797.6862, E 1968. 3819 POINT 407 N 1488.8106, E 1572.5124 POINT 1198 N 2297.9826, E 1028.7695 POINT 6708 N 2626.6227, E 1373.7636 POINT 1547 N 2211 . 1522, E 2248.4859 POINT 527 N 1794.8510, E 1967.4012 POINT 408 N 1472.8107, E 1572.4684 POINT 59 N 2297. 1114, E 1328.7682 POINT 6709 N 2610.6228, E. 1373.8352! PER1R�!�R T.C. LOCATIONS PARKING LOT *A0 POINT 1549 N 2180.9245, E 2335. 075 POINT 528 N 1794.8432, E 1970.4012 POINT 409 N 1472.6951 , E 1614.4298 POINT 1199 N 2390.6635, E 1043.7279 POINT 1550 N 2181 . 1653, E 2243. 44079 POINT 529 N 1778.8433, E 1970.3595 POINT 832 N 2333.6904, E 2007.5565 POINT 1551 N 2111 . 1655, E 2243.2256 POINT 530 N 1778.2341 , E 2204. 3587 POINT 410 N 1145.6964, E 1613.5293 POINT 59 N 2297. 1114, E 1328.7682 POINT 742 N 2362.5536, E 2007.5565 POINT 1553 N .2110.6318, E 2448. 2249 POINT 531 N 1794.2340, E 2204.4004 POINT 411 N 1353.9055, E 1865.6760 POINT 1693 N 2407.8903, E 1049.9708 POINT 741 N 2362.5536, E 2014. 2765 POINT 1554 N 2066. 1527, E 2248. 1084 POINT 532 N 1794.2262, E 2207.4004 POINT 412 N 1366.0033, E 1880.3267 T.C. LOCATIONS PARKING LOT TO POINT 740 N 2364.3189, E 2020.7605POINT 413 N 1372.0746, E 1906. 1922 POINT 710 N 2352. 4870, E 2023.9817 POINT 1556 N 2021 .6735, E 2047.9920 POINT 533 N 1797.2262, E 2207.4082 N POINT 414 N 1372.0223, E 1925. 1922 POINT 1600 2021 . 1398, E 2252.9913 POINT 534 N 1797. 1845, E 2223.4081 POINT 6712 N 25§0.9659, E 1402. 3235 POINT 711 N 2404. 4995, E 2215.0280POINT 415 N 1669.0212, E 1926.0100 POINT 6713 N 2614.8348, E 1425.9797 POINT 712 N 2419.0340, E 2211 .0710 POINT 1534 N 1990.8899, E 2252.9125 POINT 535 N 2067. 1836, E 2224. 1111 POINT 416 N 1669.0614, E 1911 .4170 CEN1ERLINE STADIUM PARKWAY POINT 500 N 1793.2114, E 2248.3979 POINT 536 N 2067.2253, E 2208. 1111 POINT 417 N 1672.0613, E 1911 .4252 • POINT 6714 N 2612.7230, E 1428. 1105 POINT 713 N 2419.8220, E 2213.9657 PO:N" : ;E: >, . � -:4 . : ;`5 , E 1027.0275 POINT 501 N 1793. 3026, E 2213.3980 POINT 537 N 2070.2253, E 2208. 1189 POINT 418 N 1673. 1690, E 1908.6372 POINT 6715 N 2613.9812, E 1430.8340 POINT 714 N 2422.8220, E 2213.9735 POIt.'T -" !: :%9t? . i455, E 1531 .7415 POINT 502 N 1758.3035, E 2213.6549 POINT 538 N 2070.2331, E 2205. 1189 POINT 519 N 1689.0890, E 1914.9621 POINT 1010 N 2601 . 3997, E 1403.5997 POINT 715 N 2422.7828, E 2229.0369 POINT 539 N 2088.2330, E 2205. 1658 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 1011 N 2608.5987, E 1432.7231 POINT 716 N 2638.7821, E POINT 1924 N 2088.5845,2229.5992 E 2070. 1662 POINT 520 N 1683.5507, E 1928.9023 POINT 36 N 1931 .8254, E 1863.2597 POINT 521 N 1697.8872, E 1933.3142 POINT 1003 N 2603.7994, E 1413. 3075 POINT 717 N 2638.8238, E 2213.5781 E 2070. 1246 POINT 35 N 2139.8196, E 1937. 4936 POINT 1012 N 2584.9544, E 1406.6092 POINT 718 N ,2641 .8238, E 2213.5859 POINT 1925 N 2072:5845, POINT 1903 N 2019.9804, E 2032.4350 POINT 34 N 2038.9786, E 2220.0376 POINT 1013 N 2476.5958, E 1368.0941 POINT 719 N 2641 .8303, E 2210.5859 QST A SOUTH T.C.PKG. LOT Or POINT 1926 N 2072.5924, E 2067. 1246 POINT 522 N 1682.9'895, E 2034.9086 PO INT 308 N 1729. 1455, E 1397.7415 POINT 1927 N 2069.5924, E 2067. 1168 POINT 33 N 2338.9776, E 2220.8186 POINT 6710 N 2586.0001 , E 1403.5299 POINT 720 N 2658.3673, E 2210.5118 POINT 1699 N 1684.3831 , E 2224.7664 POINT 32 N 2338.7720, E 2299.8184 POINT 6713 N 2588.8541 , E 1404. 4543 POINT 307 N 1729. 1455, E 1382.7415 POINT 1928 N 20b9.5957, E 2065.8443 POINT 306 N 1714. 1455, E 1382.7415 POINT 1929 N 2087.5956, E 2065.8912 POINT 1664 N 1714. 1455, E 1280.5208 POINT 1930 N 2087.6425, E 2047.8913 PERII~TETER T.C. LOCATIONS PARKING LOT 'A' POINT 1663 N 1764. 1455, E 1280.5208 POINT 1932 N 2115.3275, It 2047.9633 NORTH MXLPEN/TRASH ENCLOSURE POINT 740 N 2364. 3189, t 2020.7605 POINT 1662 N 1719. 1455, E 1258.7263 POINT 177 N 2115.4967, E 1982.9636 POINT 899 N 2517. 3094, E 1550. 1584 T.C. LOCATIONS PARKING LOT or POINT 710 N 2352. 4870, E 2023.9817 POINT 1661 N 1674. 1455, E 1236.9318 POINT 179 N 2166. 1655, E 2023.6781 POINT 924 N 2606.7130, E 1560.5028 CEN IER1 ARROW A ROCHESTER POINT 711 N 2404. 4995, E 2215.0280 POINT 1660 N 1724. 1455, E 1236.9318 POINT 1356 N 2616.4443, E 1476.3972 POINT 2 N 1000.0000, E 1000.0000 POINT 1059 N 2622. 1501, E 1156.4290 POINT 712 N 2419.0340, E 2211.0710 POINT 1659 N 4724. 1455, E 1146.9318 POINT 1 N 1012.0235, E 2296.3642 POINT 1063 N 2622.2325, E 1174.8412 POINT 713 N 2419.8220, E 2213.9657 POINT 1658 N 1674. 1455, E 1146.9318 WEST T.C. PKG. LOT OW POINT 7 N 2668. 7708, E 2300.6775 POINT 1062 N 2619. 2325, E 1174. 8546 POINT 714 N 2422.8220, E 2213.9735 POINT 1657 N 1719. 1455, E 1125. 1373 POINT 506 N 1780.8180, E 1923.4288 POINT 715 N 2422.7828, E 2229.0369 POINT 1656 N 1764. 1455, E 1103.3428 POINT 507 N 1786.3564, E 1909.4886 CENTERLINE JACK BENNY DRIVE POINT 394 N 2533.5845, E 1056.9868 POINT 716 . N 2638.7821, E 2229.5992 POINT 1655 N 1714. 1455, E 1103.3428 POINT 508 N 1772.5927, It 1903.5254 POINT 1694 1721 .9232, E 2298. 7.12.4 POINT 1061 N 2618. 3429, E 1180. 1200 POINT 717 N 2638.8238, E 2213.5781 POINT 305 N 1714. 1455, E 1070. 1526 POINT 1907 N 2028.5976, E 2014.4418 STADIUM FELD POINT 1900 N 1719.9885, F 2034.6370 POINT 393 N 2537. 1328, E 1053.4641 POINT 718 N 2641 .8238, E 2213.5859 POINT 304 N 1741 . 1455, E 1070. 1526 POINT 172 N 1812.9332, E 1837.4394 POINT 2012 N 2281 .8484, E 1913.2772 POINT 1903 N 2019.9804, F. 2037.. 4350 POINT 392 N 2537. 1473, E 1048.4641 POINT 719 N 2641 .8103, E 2210.5859 POINT 303 N 1741 .2239, E 1043. 1527 POINT 173 N 1828.3930, E 1850. 1278 POINT 2009 N 2611 .8484, E 1583.2772 POINT 1901 N 1790.7758, E 1838.8756 POINT 1056 N 2546.0960, E 1048.4901 POINT 720 N 2658. 3673, E 2210.5118 POINT 302 N 2087.5 174, E 1044. 1584 POINT 174 N 1839.8235, E 1833.7161 POINT 2001 N 2281 .8484, E 1583.2772 POINT 1902 N 1823.0357, E 1800.6748 'POINT 726 N 2656.9980, E 1904.5149 POINT 301 N 2087.4738, E 1059. 1583 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 2003 N 2409. 1276, E 1710.5565 POINT 727 N 2642.8717, E 1904.5781 POINT 300 N 2102.4738, E 1059. 2019 POINT 175 N 1926.4472, E 1878. 3287 POINT 2011 M 2375.0255, E 1927.8973 POINT 728 N 2642.8262, E 1899.5783 POINT 1209 N 2102.4649, t 1062.2628 POINT 176 N 2127.2615, E 1950.0001 POINT 2010 6.4684, E 1676. 4543 T.C. LOCATIONS PARKING LOT or POINT 729 N 2637.8515, E 1900.0809 POINT 339 N 2092.4649, E 1062.2337 POINT 177 N 2115.4967, E 1982.9636 STAB` TMV NORTH &EAST T.C. PARKING LOT 'D' POINT 731 N 2617.5610, E 1883.8238 POINT 338 N 2097.7332, E 1070.7335 POINT 178 N 2115.4056, E 2037.9634 POINT 225 N 1252.6725, E 1502.6364 POINT 341 N 2128.4737, E 1059.2774 POINT 732 N 2613.6589, E 1880.6974 POINT 337 N 2096. 1527, E 1068. 1835 POINT 544 N 2104.9277, E 2017.9362 POINT 226 N 1252.7189, E 1507.6362 POINT 340 N 2143.4736, E 104POINT 336 N 2093. 1527, E 1068. 1748 POINT 545 N 2104.9928, E 1992.9363 POINT 227 N 1257.7187, E 1507.5899 POINT 136 N 2143.5172, E 10444.3210 POINT 734 N 2599.7969, E 1875.3266 ,.3209 POINT 733 N 2619.3897, E 1884.4805 POINT 335 N 2093. 1992, E 1052. 1749 POINT 546 N 2081 .4475 E 1984.5328 NORTHWEST SOFTBALL FIELD POINT 228 N 1257.9969, E 1537.5886 POINT 61 N 2169. 1027, E 1044.3953 POINT 2003 N .2409. 1276, E 1710.5565 POItT 334 N 1760.2006, L 1051 .2079 POINT 1210 N 2092. 1780, E 1954.4672 POINT 2600 N 2230.3126, E' 1351 .5743 POINT 229 N 1283.9958, E 1537. 3474 POINT 60 N 2297.9361 , E 1044.7694 POINT 735 N 2409. 1276, E 1962.5565 POI jJT 333 N 1760. 1542, E 1067. 1904 POINT 1106 N 2049.7964, E 1939.3410 POINT 2602 N 2530. 3126, E 1351 .5743 POINT 230 N 1`1,03,930((, llgg UU 77 POINT 332 N 1757. 1542, E 1067. 1816 POINT 1105 N 2044.4183, E 1954. 4101 POINT 2601 N 2230.3126, E 1051 .5743 POINT 231 N 1286.9307, E 150' POINT 736 N 2349.3776, E 1962.5565 POINT 59 N 2297. 1114, E 1328.7682 POINT 737 N 2349.3776, E 3978.5565 POINT 331 N 1757. 1542, E POINT 1104 N 2041 1070. 1816 POINT 232 N 1286.9029, E 1527. 3200 POINT 57 N 2385.6740, E 1058.9300 .5928, E 1953.4016 POINT 738 N2 46.3776, E 1978.5565 POINT 330 N 1738. 1455, E 1070. 1816 POINT 1103 N 2038.7674, E 1952.3932 NORTH PATIO RADIUS POINT POINT 233 N 1302.9022, E 1527. 1716 POINT 56 N 2384.7385, E• 1061 .7804 POINT 1665 N 1738. 1455, E 1241 . 1816 POINT 55 N 2387.3956, E 1063. 1733 POINT 739 N 2 46. 3776, E 1981 .5565 POINT 1102 N 2044. 1456, E 1937.3242 POINT 3413 N 2492. 1865. t 1462.7751 POINT 234 N 1302. 1510, E 1446. 1751 POINT 1666 N 1732. 1455, E 1277. 1816 POINT 1101 N 1967.8587, E 1910.0972 POINT 235 N 1286. 1517, F. 1446. 3235 POINT 54 N 2379.9151 , POINT 182 N 2333.6904, E 1981 .5565 POINT 329 N 1732. 1455, NORTH DECORATIVE CONCRETE CONCOURSE POINT 236 N 12.86. 1238, T E 1077.4x36 POINT 833 N 2333.6904, E 2027.5565 E 1385. 1816 POINT 1100 N 1962. 4805, E 1925. 1662 F 1443. 3236 PCIN. (53)t.P N 2235.5253, E 1352.8935 POINT 187 N 2304.0719, E 1992.3607 POINT 328 N 1748. 1455, E 1385. 1816 POINT 1099 N 1959.6551, E 3924. 1578 POINT 3429 N 2304. 2107, E 1440. 3238 POINT 1067 N 2452.5154, E 1130. 1013 E 14 2.5743 POINT 237 N 1286.0960, POINT 1068 N 2463.5603, E 1118.7610 N.W. SOFTBALL FIELD FENCE POINT 327 N 1748. 1455, E 1388. 1816 POINT 1098 N 1956 .8296, E 1923. 1493 POINT 3531 N 2551 .8045, E 1412.5743 POINT 238 N 1302.0953, E 1440. 1754 POINT 1069 N 2465.8189, E 1120.9608 POINT 2524 N 2128.3126, E 1109.7415 POINT 326 N 1751 .0331, E 1388.9950 POINT 1097 N 1962. 2078, E 1908.0803 POINT 1202 N 1301 .3441 , E 1359. 1789 POINT 2526N 2133.3126, E 1420.0968 POINT 325 N 1739.4826, E 1385.7415 POINT 547 N 1921 .0690, E 1893.3977 POINT 1203 N 1285. 3448, E 1359. 3273 POINT 1070 N 2468.0346, E 1123.2037 POINT 324 N 1739.4826, t 1397.7415 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 1204 N 1285.3170, E 1356. 3274 POINT 1071 N 2456.7729, E 1134.3288 POINT 2527 N 2118.6679, E 1034.7415 POINT 333 N 1760. 1542, E 1067. 1904, POINT 1096 N 188615853, E 1879. 1664 POINT 1205 N 1285. 2892, F. 1353. 3275 POINT 2529 N 1508.3126, E 1429.7415 POINT 332 N 1757. 1542, E 1067. 1816 POINT 1095 N 1879.8214, E 1893.5339 EAST DECORATIVE CONCRETE CONCOURSE POINT 1206 N 1301 .2885, E 1353. 1791 ISLAND,JACK BENNY DRIVE S.E. SOFTBALL FIELD FENCE POINT 331 N 1757. 1542, t 1070. 1816 POINT 1094 N 1876.9949, E 1892.2032 POINT 3334 N 2111 . 1455, E 1872. 4075 POINT 1126 N 1300.6207, E 1281 . 1822 POINT 2424 N 1750.1455, E 1511.7415 POINT 330 N 1738. 1455, E 1070. 1816 POINT 1093 N 1874. 1895, E 1890.8285 POINT 2929 N 2111 . 1455, E 1605.6396 POINT 1127 N 1284.6214, E 1281 . 3306 P010'T 1169 U 11727.3643 E ZZ13.0:80 • POINT 2426 N 2060.5008, E 1506.7415 POINT 1092 N 1881 . 1770, E 1876.5685 POINT 1128 N 1284.5936, E 1278.3307 POILIT 1811 U t-rzz.49 90 E 0094.0407 POINT 2427 N 2075.1455, E 1521. 3861POINT 2400 N 2050. 1455, E 1531 .7415 POINT 1129 N 1284.5658, E 1275.3309 bl11T 1913 0 171(0. 2088 E ZpG•�•GGsb 8.W. SOFTBALL FIELD FENCE POINT 548 N 1842.0189, E 1854.4477 SOCCER FIELDS POINT 1130 N 1300.5651 , E 1275. 1825 POINT 2429 N 2070.1455, E 1831.7415 POINT 2624 N 2530.3126, E 1371.5743 POINT 549 N 1831 .7210, E 1870.4150 POINT 880 N 1654. 1455, E 1328.5208 POINT 1131 N 1299.8138, E 1194. 1860 9611-IT 1914• u 1109.9887 E V34.?104 POINT 2626 N 2219.9572, E 1376.5743 POINT 560 N 1827.5191 , E 1867.7050 POINT 881 N 1654. 1455, E 1523.5208 POINT 1132 N 1283.8145, E 1194.3344 F610T 19th N 179--51'77 E MG(O•6339 POINT 2627 N 2205.3126, E 1361.9297 POINT 561 N 1825.0609, E 1872.0590 POINT 882 N 1324. 1455, E 1523.5208 POf*T 1133 N 1283.7867, E 1191 .3345 Fbiol - 5743 E 1051 3126 POINT 2629 N 2210. , . POINT 559 N 1812.8622, E 1865. 1718 POINT 883 N 1324. 1455, E 1328.5208 POINT 1134 N 1283.7589, E 1188. 3346 r�IAJ1 1°119 ►d 1723. s�oG E ?.0'11.534- POINT 553 N 1786.3136, E 1912. 1949 POINT 884 N 1324. 1455, E 1268.5208 POINT 1135 N 1299.7582, E 1188. 1862 Len 01- 19Zo IJ 1730.42'86 E 2094. S&OO MAINT. YARD SLG. 'A' POINT 552 N 1800.2463, E 1920.0611 POINT 885 N 1324. 1455, E 1073.5208 POINT 239 N 1299.0070, E 1107. 1997 F0LIN f IU40 N 2571 .3619, E 1048.5635 POINT 551 N 1798.7714, E 1922.6735 POINT 886 N 1654. 1455, E 1073.5208 POINT 240 N 1283.0077, E 1107.3381 POINT 1051 N 2551 .7879, E 1062. 4508 POINT 550 N 1800.9264, E 1924.7606 POINT 887 N 1654. 1455, E 1268.5208 POINT 241 N 1282.9798, E 1104. 3382 POINT 1049 N 2604.2511 , E 1136.3971 CENTRAL ISLAND PKG. LOT 'r POINT 558 N 1793.7432, E 1917.8035 POINT 242 N 1279.9800, E 1104.3661 ` POINT 354 N 1779.2266, E 1171 .3292 POINT 1045 N 2623.8251 , E 1122.5098 POINT 557 N 1790.0510, E 1927.0969 POINT 1207 N 1218.0083, E 1104.9408 •MAINT. YARD BLG. 'B' POINT 355 N 1782.2266, E 1171 .3292 POINT 1020 N 2565.5367, E 1011 .5464 POINT 356 N 1782.2838, E 1168.3297 EAST BULLPEN POINT 185 N 1275.0640, E 1080.7443 POINT 357 N 1798.2872, E 1168.3320 POINT 1023 N 2612.2032, E 1011 .6819 POINT 910 N 2248.7296, E 1918.7383 .AINT YARD BLG. 'C' POINT 358 N 1799. 3156, E 1114.3418 T.C. WEST A NORTH OF SOCCER FIELDS POINT 922 N 2202.9455, E 1,824.7068 REST ROOM SOUTH POINT 359 N 1783. 3122, E 1114.3395 POINT 155 N 1275.0640, E 1080.7443POINT 923 N 2259.0739E 1908. 1418 POINT 1215 N 1286.2532, E 1559.020 TZ. LOCATIONS PARKING LOT "F" POINT 1025 N 2656 .2614, E 1069. 4918 POINT 360 N 1783. 3693, E 1111 .3401 POINT 156 N 1288.8735, E 1074.8879 , POINT 1072 N 2505.5950, E 1198.6748 POINT 1027 N 2656.44931 E 1111 .4914 POINT 361 N 1780.3693, E 1111 .3396 POINT 157 N 1283.0272, E 1061 .0741 POINT 991 N 2208.7430, E 1913.9653 POINT 1216 N 1286. 2532, E 1577.6874 POINT 1073 N 2519. 3417, E 1190.8250 _ POINT 362 N 1797.8172, E 1111 .6720 POINT 1161 11 1376.5680. E 1282,0948 POINT 1217 N 1326.9199, E 1577.6874 POINT 1074 N 2520.9051 , E 1193.5628 POINT 1667 N 1797.8679, E 1094.2210 POINT 158 N 1377.2650, E 1042.0958 SOUTHWEST SOFTBALL FIELD POINT 1218 N 1326.9199, E 1559.0208 POINT 1075 N 2522.4154, E 1196.3303 POINT 363 N 1800.5496, E 1094. 2288 POINT 159 N 1655?2239, E 1042.9030 POINT 2500 N 2108. 3126, E 1409.7415 RESTROOM NORTH (AVVITIVE S10 ALTEe1JATE -,0-- l5)® POINT 1076 N 2508.5198, E 1203.9135 STADIUM PARKWAY T.C. POINT 364 N 1800.4925, E 1097.2282 POINT 160 N 1655. 1455, E 1069.9029 POINT 2501 N 1808 .3126, F. 1409.7415 ' POINT 53 N 2235.5253, E 1352.8935 POINT 365 N 1803. 4919. E 1097.2854 POINT 161 1682. 1455, E 1069.9029 POINT 1220 N 2119.2570, E 2067.9736 N POINT 1077 2537.6775, E 1279. 2383 PG:h': 11;7 N 2304.0719, E 1992.5607 POINT 2502 N 2108. 3126, F. 1109.7415 POINT 1221 N 2119. 1511 , E 2108.6402 POINT 366 N 1803. 1863, E 1113.3330 POINT 162 N E 1531 .7415 1682. 1455, POINT 367 N 1857. 1860, POINT 1222 N 2100.4845, E 2108.5916 POINT 1078 N 2553.0573, E 1275. 4892 POINT 186 N 2291 . 1943, E 1977.0582 N E 1113.4898 POINT 2400 N 2050. 1455, E 1531 .7415 SOUTHEAST SOFTBALL FIELD POINT 1219 N 2100.5904, E 2067.9250 POINT 1079 N 2553.8040, E 1278.5523 POINT 185 N 2277.5580, E 1991 .6887 POINT 368 N 1857.4917, E 1097.4422 POINT 163 N 1682.7499, E 1552.8244 POINT 2400 N 2050. 1455, F 1531 .7415 PROJECT BOUNDARY POINT 1080 N 2554.4914, E 1281 .6293 POINT 184 N 2104.7852, E 2177.0583 POINT 369 N 1860. 4912, E 1097.4993 POINT 164 N 1667.7745, E 1553.6838 POINT 2401 N 2050. 1455, F. 1911 .7415 POINT 8 N 2668.5268, E 2246. 1402 POINT 1081 N 2539.0422, E 1285.0810 POINT 183 N 2189.9627, E 1938.4014 POINT 370 N 1860.4999, E 1094.4993 POINT 165 N 1669.6874, E 1568.5613 POINT 2402 N 1750. 14�i5, F. 1531 .7415 POINT 9 N 2662.9721 , E 1004.8293 POINT (53)[.P. N 2235.5253, E 1352.8935 POINT 323 N 2145. 1978, E 1922.4246 POINT 371 N 1891 . 1518, E 1094.5883 POINT 52 N 2546.5222, E 1351 .5018 POINT 322 N 2060.2801 , E 1892. 1172 POINT 372 N 1891 . 1228, E 1104.5883 POINT 22 N 1050.0035, E 1000. 1452 POINT 51 N 2546.5895, E 1366.460 POINT 321 N 2077.0869, E 1845.0265 POINT 1669 N 1896.6041 , E 1112.9522 NORTH T.C. PKG. LOT 'C' POINT 30 N 1058.6585, E 1933..3293 _ STADIUM BUILDING POINT 29 N 1676. 2562, E 1935.0300 POINT 50 N 2562.4358, E 1366.4602 POINT 320 N 2041 .4345, E 1880.0822 POINT 373 N 1897.8323, E 1112. 1473 POINT 166 N 1673. 1486, E 1594.3303 POINT 2008 N 2170. 1844, F. 1471 .F133 POINT 13 N 1678.2774, E 2210.3895 0 POINT 49 N 2562.4492, E 1369. 4602 POINT 319 N 2005.7820, E 1915. 1379 POINT 374 N 1896. 1879, E 1109.6381 POINT 167 N 1675.0615, E 1609.2079 POINT N f POINT 1543 N 1795.7331 E 2234.4518 iTs POINT 48 N 2565.4320, E 1369.7806 POINT 318 N 2022.5888, E 1868.0472 POINT 375 N 1893.6656, E 1111 . 2623 POINT 168 N 1689.7515, E 1606. 1739 POINT N POINT 1542 N 1991 .0680, E 2238 .9129 POINT 68 N 2529.6379, E 1365.9357 POINT 317 N 1940.5649, E 1838 .7726 40187 976 !1 1885. 1936. E 1098-571.4 POINT 2400 N 2050. 1455, E 1531 .7415 POINT !: POINT 110 N 2021 . 1762, E 2238 .9913 POINT 1004 N 2559.9767, E 1385.3151 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 383 N 2092.3126, E 1419.7415 POINT 169 N 1787.6500, E 1789.6564 POINT 109 N 2021 . 1841 , E 2235 .9913 POINT 1003 N 2603.7994, E 1413.3075 POINT 1644 N 1896.7866, E 1819.4167 POINT 377 N 1782'9232, E 1195.6830 POINT 170 N 1773.38 39, E 1803.6735 TOT LOT RADIUS POINT POINT 108 N 2241 . 1833, E 2236.5641 POINT 1002 N 2655.7989, E 1413.0748 POINT 1643 N 1873. 2653, E 1863.5387 POINT 378 N 1795.9457, E 1204.9586 POINT 171 N 1787.3956, E 1817.9448 POINT 107 N 2241 . 1755, E 2739.5641 POINT 1001 N 2655.5211 , E 1351 .0140 POINT 1642 N 1878.2925, E 1813.7921 POINT 379 N 1794.2052, E 1207. 4021 POINT 1904 2012.2843, E 2046.9996 POINT 3227 N 2162.9923, E 1803. 4916 POINT 1539 N 2619.9218, E 2240.5501 '0187 1060 N 2639.9767, F. 1156. 3492 POINT 1641 N 1883.3196, E 1764.0454 N POINT 1064 N 2638.8894, E 1235.8574 POINT 1640 N 1854. 1543, E 1804.6580 POINT 380 N 1796.6487, E 1209. 1426 POINT 516 N 1732. 2326, E 1890. 1173 SOUTH bECORATIi/E CONCRETE CONCOURSE POINT 1529 N 2619. 3517, E 2459.5494 7415 POINT 3636 N 20040168 F 1470 POINT 1601 N 1787. 3874, E 1222. 1448 POINT 517 N 1719.. 1461, E 1882.7864 POINT 1540 N 2667. 9809, E 2246 . 0167 PART--A POINT 1065 N 2650. 3496, E 1239.6644 POINT 2400 N 2050. 1455, E 1531 . . . ,E 2059.7B51 POINT 381 N •1783.3149, E 1219. 2440 pOIN? 518 N 1713.6078, E 1896.7265 7415 POINT 1527 N. 2710.3927, PCINT 1066 N 2638. 4934. F 1233. 1155 POINT 1639 N 1812.3762, E 1769. 1478 POINT 382 N 1778. 3158, E 1219. 1488 POINT 650 1709.7163, E 1895. 1804 POINT 3734 N 1757.3823, E 1470.7415 i POINT 6919 N 1772.2817 E 2210.6342 POINT 1638 N 1847.7585, E 3733.8195 N 968 POINT 649 N 1715.6238, E 1880. 3110 POINT 1637 N 1799.4720, E 1746.7POINT 648 N 1700.3566, E 1875.5245 REVISIONS POINT 1636 N 1751 . 1855, E 1759.7968 � � POINT 1635 N 1790.9408, E 1729.4507 NORTHEAST T.C. PKG. LOT 'E' POINT 647 N 1703.2192, E 1876. 4219 WEST DECORATIVE CONCRETE CONCOURSE �oR �;TY USE ONLY POINT 4012 N 7.169 . 317.6, F 1050.8959 DATE DESCRIPTION APPROVED INITIAL BATE STADIUM PARKWAY ISLAND AT ROCH. ENTRANCE -POINT 2.400 __. K _ _ . 2050. 1455..... S-.. .1531 .7415 POINT 309 N 1729. 1455, E 1423.7415 POINT 646 N 1704.6911 , E 1873.8078 POINT 3836 N 2169.3126, E 1305.445? POINT 3I6 N 1725.7568, E 1564. 1340 POINT 353 N 1751 . 1455, E 1423.7415 POINT 634 N 1718.6330, E 1881 .6579 1x•-7-90 Qi REViSED PPC),. i.-A NDARI �OORD. /a-i) �p STREET POINT 188 N 2334.9776, POINT 352 N 1751 . 1455, E 1399.7415 POINT 1904 N 2012.2843, E 2046. 9 6 SOUTHERLY MULTFPURPOSE FIELD '7-x-93/ &44e�� 4 f� ATER/SEWE E 2220.8082 POINT 315 N 1676.0039, E 1569.0791 g GRD. B DRAIN POINT 34 N 2038.9786, E 2220.0376 POINT 314 N 1720.0747, E 1545. 4620 POINT 351 N 1775. 1455, E 1399.7415 POINT 635 N 1766.4338, E 1816.5 07 POINT 410 N 1145.6964, E 1613.5293 POINT 350 N 1775. 1455, E 1300. 1335 POINT 636 N 1754.9380, E 1805.7300 POINT 496 N 1455.6830, E 1610.6543 p C 2{l��(7 (�1'D�'( TRAFFIC POINT 195 N 2293. 1778, E 2068. 3840 POINT 313 N 1764. (x55, E 1521 .8x50 POINT 349 N 1780. 1455, E 1300. 1335 POINT 637 N 1756.9899, E 1803.5414 POINT 862 N 1123.5725, E 1923.7479 FINAL CHECK POINT 195 N 2296.6129, E 2066. 3346 POINT 312 N 1714. 1455, E 1521 .8450 POINT 348 N 1782.0040, E 1298. 4917 POINT 638 N 1754.9667, E 1801 .3262 Q POINT 194 N 2300.0480, E 2064. 2853 POINT 311 N 1714. 1455, E 1438.7415 iZ} POINT 34 N 2038.9786, E 2220.0376 POINT 310 N 1729. 1455, E 1438.7418 POINT 347 N 1795.2418, E 1300.7922 POINT 639 N 1766.6023, E 1790.6995 R/W POINT 383 N 2092. 3126, E 1419.7415 POINT 2400 N 2050. 1455, E 1531 .7415 AS CONST. E 2209.9990 POINT 309 N 1729. 1455 POINT 192 N 2342.8329, , . E 1423.7415 1 POINT 346 N 2001 .7854, E 1112.8134 POINT 1082 N 1723.3012, E 1733. 3075 WEST & SOUTH T.C. PARKING LOT 'Do POINT 191 N 2312.8292, E 2210.9897 E 1741 .6431 POINT 190 N 2340.7719, E 2221 .9079 STADIUM PARKWAY AT ROCH. ENTRANCE POINT 345 N 1997_6388, E 1098.7546 POINT 1083 N 1709.7849, POINT 153 N 1251 . 1275 E 1090.8954 �a. POINT 189 N 2337.9776, E 2220.816(' - POINT 344 N 2000.5163, E 1097.9059 POINT 1084 N 1708 . 1450, E 1738.9839 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE P„ N . Ez2 N 2333 6914, E 2007.5565 POINT 343 N 2000.5250, E 1094.9060 POINT 1085 N 1706.5468, E 1736. 2995 POINT 1207 N 1218.0083, E 1104.9408 POINT 1208 N 1253.9811 , E 1104.6072 DERBISN, GUERRA d ASSOCIATES INITIAL DATE -72 PONT 833 N 2333.6904, E 2027.5565 POINT 342 N 2128.3691 , E 1095. 2772 POINT 1086 N 1720. 1918, E 1728. 1761 POINT 834 N 2316.9454, E 2038. 4929 POINT 341 N 2128. 4737, E 1059. 2774 POINT 2400 N 2050. 1455, E 1531 .7415 POINT 200 N 1254. 2222. E 1130.6061 8331 UTICA AVE. SUITE 130 RANCHO CUGA. CA. 91730 POINT 34 N 2038.9786, E 2220.0376 POINT 201 N 1251 .2223, E 1130.6339 (714) 987-4306 DRAWN .I,G. l0/9l POINT 1087 N 1692.5393, E 1671 .6479 POINT 202 N 1248. 2225, E 1130.6617 , CHECKED 10/51 NORTH ROADWAY ENTRANCE POINT 103 N 2370.9773, E 2219.0927 POINT 1088 N 1677.7508, E 1677.4336 POINT 203 N 1248 .0741 , E 1114.6624 NAME DATE It M POINT 102 N 2405.9772, E 2218.9930 POINT 1089 N 1676.6125, E 1674.5242 POINT 101 N 2405.8860, E 2253.9929 „ POINT 204 N 1176.0772, E 1115.3302 R.C.E. N0. Y 224 DANIEL E. GUERR POINT 832 N 2333.6904, E 2007.5565 POINT 1090 N 1675.5199, E 1671 .5974 POINT 100 N 2619.8854, E 2254.5501 WEST T.C. PARKING LOT F" de POINT 205 N 1176.2256, E 1131 . 3295 POINT 833 N 2333.6904, E 2027.5565 POINT 1091 N 1690.3970, E 1666.0434 POINT 206 N 1173. 2257, E 1131 .3573 CITY OF RANCHO C U CA M O N C A � POINT 1529 N 2619. 3517, E 2459.5494 WEST T.C. VICTORY DRIVE E 1531 .7415 POINT 834 N 2316.9454, E 2038.4929 E 2259.6672 � � � , ' ; . f,� � a , POINT 2400 N 2050. 1455, POINT 207 N 1173. 2535, E ! 134.3572 POINT 1528 N 2664.8722, POINT F' 1073. 1383 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION POINT 34 N 2038.9786, E 2220.0376 '' POINT 640 N 1673. 2925, E 1605.4632 POINT 208 N 1081 . 2575, E 1135.2104 POINT 1527 N 2710. 3927, E 2059.7851 DINT 397 r: : .: ; . �� , r 1072.9807 E 1608.5558 POINT 209 N 1081 . 3781 , E 1148. 2098 PROJECT NAME POINT 103 N 2370.9773, E 2219.0927 POINT 141 tJ 1o6o . t�oy, 1: 796.9926 POINT 641 N 16'57.5903, POINT 102 N 2405.9772, E 2218.9930 POINT 1526 N 2709.8590, E 2264.7844 POINT 642 N 1657..0142, E 1605.6116 POINT 210 N 1078. 3782, E 1148. 2377 POINT 101 N 2405.8860, E 2253.9929 POINT 1525 N 2729.8590, E 2264.8364 POINT 147 N 1193.8791 , E 1051 .0874 POINT 643 N 1654.0142, E 1605.6223 RANCHO CUCAMONGA SPORTS COMPLEX POINT 211 N 3078. 4060, E 1151 .2375 RA � � POINT 148 N 1238. 3368 E 1032.2335 POINT 644 N 1664.0141 , E 1605.5871 POINT 212 N 1062.4067, E 1151 .3859 N� t SHEET TITLE POINT lOJ N 2619.885x, POINT 213 N 1064. 2430. E 1349.3774 'il} � litiF-._ POINT 100 N .2619.8854, E 2254.5501 E 2254.5501 , POINT 1529 N 2619.3517, E 2459.5494 POINT 1529 N 2619. 3517, POINT 1160 N 1347.6567, POINT 645 N 1662.7389, E 1595.6688 I}� K_'1 '4. E 2459.5494 E 1290.0108 POINT 149 N 1348. 4698, EAST CONCESSION BUILDING Add4we B4 Alz1t171 le4'9® POINT 214 N 1080. 2423 E 1349. 2290 5� �, G� c COORDINATE SHEET POINT 1529 N 2664.8722 E 2259.6672 E 1010.0120 POINT 1528 N 2664.8722, E 2259.6672 POINT 41 N 2169. 1811 , S ' POINT 1527 N 2710. 3927, E 2059.7851 POINT 1527 N 2710.3927, E 2059.7851 E 1012.3954 POINT 2359 N 2212..5104, F. 1764 .5421 � 'y! F POINT 58 N 2298.0290, E 1012.7696 POINT 215 N 1080. 2701 , E 1352.2289 �� � / � F 1 ,� PO NT 1526 N 2709.8590, E 2264.7844 POINT 2360 N 2216. 4182, E 1798 . 3167 POINT 216 N 1083. 2700 E 1352. 2011 ? 9 PO:N" 526 N 2709.8590, E 2264.7844 ,T �,� POINT 59 N 2297. 11. 14, E 1328.7682 2 � ��' /� �� l pV, PUNT . �� N 2729.8590, E 2264.8364 POINT 361 N 2191 .2528, E 1801 . 2285 POINT 217 N 1083. 4184, E 1368. 2004 �w E� � , APP o ED APPROVED ^.N. :525 ti 2'29.859(. 04. 3 4 POINT 127 N 2402.7333, l: 1030.9428 E 1767. 4538 lic 14214 POINT 2358 N 2187. 3449, POINT 218 N 1250.4112, E 1366.6516 � POINT 128 N 2409.4!82, E 1012.0930 ,L POINT 129 N 2409. 3601 , E 1032.0930 NORTH CONCESSION BUILDING +Qa�Vlwe Al #141,72/c-09® POINT 219 N 1250. 2628, E 1350.6523 POINT 292 N 2412.3601 , E 1032. 1017 POINT 2365 N 2463. 1132, F. 1513.939 POINT 220 N 1253. 2627, E 1350.6244 J+ � � DATE . "UNI Y E ES MANAGER DAT O � CI ENGINEER POINT 291 N 2412.4153, E: 1013. 1018 POINT 2362 N 2466.0249, E 1488.7738 POINT 221 N 1256. 2626, E 1350.5966 �9YI '/�'l�►� 11, APPROVED ` ft POINT 198 N 2529.4148, E 1013.4415 POINT 2363 N 2499.7996, E 1492.6817 POINT 222 N 1257.3477, E 1467.5916 f1� 1� SHEET �2 OF �✓I� }� DATE e�JI(rDIN� FICIAL _ POINT 197 N 2529. 3596, E 1032. 4414 POINT 2364 N 2496.8879, E 1517.8473 POINT 223 N 1252. 3479, E 1467.6379 � A=V' POINT 224 N 1252. 3943, E 1472.6377 APPROVED /�.�► i �,� c`_ DRAWING No. V POINT 293 N 2546. 1425, E 1032.4902 PATE !( 1TY PLANNER RIVERSIDE BLUEPRINT RIVERSIDE CAVE I / 1� n N 126 w W � � I I T I T I T I I "" I I ITI u 1901 R"24.00' PARKING LOT "B" 3697.16" 79 Jp, /. 1901 1 /• 69 ' r 3 X543 1 0 ■ ■ / 78 I2b w PARKING LOT "E" , 6.50 /•/ �� •��� 4 124 ?so FO. N89'34'46"E 179.29 �j9 o SEE SHEET ' ' 6� •ti \9 6� Q 89 '. 'ts�p 49 16 ' 0 122 1900 JACK ..�. B E N N Y o o DR- ° 5D2 ' C!) �/ PR.C. N Q aa\'l b P.C.C. 1919 109 1920 a o i 80 7. \ 191 M 111 N 89'34'46" W 119.29' z / 1918 110 1694 iQD - /• Aa.4 90 �.J• 26 pp, 112 - - - _ ----- -- -- 91 m N 89'34'46" W 119.29' g6 be �. Ita 1909 pg 37 121 05 191 I EAST 504.71' PR.C. , 521 O 113 C g 0 1914 114 1913 C. 1 - - - - - - --- 81 168 \" \OSA. C-4 7b N 06 P.C.G P.R.C. M q v STADIUM PA KWAY _ - 4 J e 76 519 U 38 26.00 � 8 �. ' .... -. . . . �• ...� s:: .::'. . .�167••, 30 A06 9.3 239 08 8 601 64 20 RP N8 $8 00'17 i q. 166 g• - _ 8 •2 C-5 N89'34'46 E 363.D8 o N 158 41 ° 1699 o O 0 o NOT'1936'W 165 64 R.P. 85 4 I 'n I 30.62' a two 30.74' Oeg Ci-3 w 103 29 N F /3 m � ----- R In 87 Nb 449 633 aio 3 h 18.28' 401 p • 581 p 642 C_2 Z`= o� DATA SCHEDULE W z m 88 887 881" ----- - v ss a3s Z NO. RADIUS DELTA/BRG. LENGTH TANGENT I Z I C-1 oa 75 3.00' 101.58'30" 5.34' 3.70' NOTE: oy b to3 �� 428 m1' ,°, 7s REFER TO "PLANTER DIMENSION PLAN" 1 'p i Q� 77 15.00' 82'2437" 2358', 13.83'1 FOR PARKING LOTS A,B. C. D 6 F 0 'oo, co od SHEET/6OF/6b FOR DIMENSIONS 6 COORD. Z m� c POINT DESCRIPTIONS. C! o- SEE PLANTER LABELS FOR CROSS REF. 1 a 6.00' mt- 78 321.00' 1616'07' 91.15' 45.88' 9• 16.0'[16.0cVARIES 195.00' 27.00' 195.00' ( EAST ) VARIES 7s 20.00' 90.01.18' 31.42' 20.01' 19.00' 24.00 PAR L 0 T ��C�� L m eo 368.00' 32'4935' 210.84' 108.40' 19.00' 19.00' 24.00' N O 1 19.00' 19.00' 24.00• 81 15.00' 85.39'27" 22.43' 13.90' F- s.so F 19.00' 19.00 24.00. 10.00' 82'52'24" 14.46' 8.83' I 1900,. 19.00' 9.00' 82 • SOCCER FIELD `...•' • • 19.00' I9.00' 24,00' 83 3.00' 100'52'17" 5.28' 3.63' SOCCER FIELD 429 461 o N 00 ea 384.00' 09'24'00" 63.00' 31.57' b o 0 0 ^ 0 m -6 es 3.12' 180.53'43" 7.86' 0 ::�• as :z T, r QD C-7 z 474 86 384.00' 09'24'00" 63.00' 31.57' I N00'09'28'E 87 NII.04'18"W 16.00' 31.10' 16.00' __ _ 4¢ 3 S• 489 88 384.00' 10.4435" 72.00' 36.11' r ►` 406 Miv'0 N -9 89 3.00' 94'26'29" 4.94' 3.24' 1 1i1 90 337.00' 13'46'17" 81.00' 40.70' _ � a- ' 408 �1 409 B.C. o o u+ 91 N29'22'55"E 16.00' QD � � _ 496 • � titr• 615 'ams 92 50.00' 29'54'47" 26.10' 13.36' O p O 1 • • OVERFLOW PARKING 0 93 50.00' 22.17'29" 19.45' 9.85' 0 1 4 -10 Z 0 0 94 326.00' 31'38'09" 180.00' 92.36' o -h SPgC : V fg T 95 50.00' 22'29'15' 19.62' 9.94' F 9s 50.00' 28.11'11" 24.60' 12.55' � b r ' , o f --}- \900 • -+ F 97 15.00' 90'0231" 23.57' 15.01' o f m I OIMlHIVlNNH4fNH z z \ �N 98 15.00' 90.00.00" 23.56' 15.00' �H♦f4fN1♦IfµMNNf4fl VARIES 25.0 • z 99 3.00 97'29'04" 5.10' 3.42' I �, 00. _ - z 00' 6.0' a p 50.00' 25'5031" 22.55' I1.4T \ 6.03' p -+ 27.00• A *27.OT 19.00•. 24.00' 19.00' 119.00, 24.00• 19.00' 19.001 ° v $ l01 3.00' ' 90-00-00- 4.71• 3.00' 'i ° ~ �°� 'e a ^ L 1' L r (' ` q �I 1216 Np �p u 102 327.00• 15.1739" 287.04' 153.51' i I • -i v X85 884 gg 882 1e�7' v do m I N • 62 • 1217 N 'a�- 103 3.00' 111'30'36" 5.84• 4.41' L 0 '� h a d I 7 1oa 27.00' 90.09'59" 42.4 27.08' _ 107 O t QQ10 0 0 0 f ee m a - W R c 15.00' 85.26'15" 22.37' 13.85' I r ! 1I 1 u� P p r� . 1'n • Of 6 50 6.50' rr) :. 6.50' - N r- i N N m r I I h > N m �1:. . • los 337.00' 17.31'33" 103.08' 51.95' Ml N N ■ . .... . . ...•,_. . .,.... .. 72.00 :• �81.00',:•::'::•,•;'. .N85`28 07"E�. ::.:.'�.' Ir 81.00 -N w 2 N89'28'07"E 81.00. 1- f a W W W W W l } ; o c 10' 240.00' 23'06'20" 96.78' 49.06' 1 4 • _t ! ! 97 R P. N 00 31' 3" 00 31' S3" W N O 3 ' S W Z W 128 N 0' I' S N 0 . 3 5 W o o c 0 o c o c o Is. O' I •0 .0 16. 0' ai m m \� toe 4.00' 180.00'00" 12.57' 2 9.00' 121s I • a a I < y a y < 0 los 86.00' 22'37'12" 33.95' !7.20' 1 118 u89e2d'o7"E 9.00' 135 PR.C. 567' 117 1133 TYP. 117 1128 117 120 TYP. 117 36 118 n o + I 216 1'n w 'y++ W I • _ R.P. m R.P. R.P. o N a a a -9 a ` -4 110 70.00' 22.3712" 27.64' 14.00 'ti`s `�' &� B.C.C. 116 a ,, R.P. 119 c :'v I a a a a a a a [19-00' / \ N z 24.00• 19.00' Vj C' 143 ; U 2/3� p.2 D-3 RP 220 N 89. 28' 07" E 117.00' 119 30.00' m 1 y 1'n y y m y p 'f' -1 z o- 'a Is3 2.d9' 225 I i i z z z z z y 111 302.00' 14.45'47" 77.81' 39.12' �{ 9 r• 4p •` �_ 1 I Y Y Y x x Y Y W N RQ. e242�4 � n a 133 117 224 B.C. I a a ` a i tt2 4.00' 180.00.00' 12.57 : ARROW ROUTE _ < a a) a a 148 NNN -- B.C. - I as as a a a W % Z 249 264 277 ; 3 3 di -4 Z 113 4� R C ti N 89'28'07" E I ; ; 3 ; I 13 a i3o 1207 8 m 16.00' 21.43' 1 0 o o LL LL _1 Y o a O' -fit c 4 A 0 0 0 p o a 310.00' 14'45'47" 79.88' 40.16' } �Q ,� a 1 LL LL LL - y 19.0 �� 11 PA�T-AI a w ; C Oc a1' 0 114 78.00' 22'37'11" 30.79' 15.60' Q ,�`� (11 01 1 W W W W W W W <_ z• N (' 1'r 1 c I FUTURE IMPROVEMENTS 0 0 0 0 a �� 114 78.00' 22'37'11" 30.79' 15.60' ` N �A I o I 0 0 0 0 0 Ip 0 Y0 r • 6 �N Z Z PARKING L T " - --- - ° a p z r m n m Sod 0. "' REVISIONS FOR CITY USE ONLY 6.5'0 M N N N N N - U. aN ¢o ;a 11s 35.97' 22'26'59' 14.10' 7.14' 24.00• Is.00' I9.00• >m -i 'I DATE DESCRIPTIONS APPR INITIAL DATE 147 0 ; 0°f �0 117 Z►.&71 29.10' 19' 11.03' 5.G*t 1 Wp m a 12-7-90 REVISED R/W & SCORED CONCRETE ,s �j STREET t.. 124' 19' 19 24' 19' i 9' 26' 19 ne 3.00' 90*00,00" 4.71' 3.00' 7- -9/ R A(L ddcd ceoss wrre>z •" `1 WATER/SEWE 19' 26' 19' 9 `�� I -- z': GRD. & DRAIN 118 i•..:1';: I IIs 5.00' 90'00'00" 7.85' 5.00' I s0 oAIST/ZUcr10 VPD 8D TRAFFIC FINAL CHECK Q I" a 61.97' 22.26'59' 24.28' 12.30' R/W • ti m 0;1- 5 XTYPPLANTER tv /� - 1 o o b 120 I O a b� m� N N 0 1!1 N21'40'04"E 4.19' AS CONST. /� 129 P. °� ANIMAL �� - 1-.1 127 OD O ' N ; 32 OVERFLOW PARKING SPACES AT 9.00' EA. 288.00' 0 122 263.00' 15'36'20" 71.63' 36.04' Q THESE PLANS WERE PREPARED BY: FOR PRIVATE USE D- SHELTER ' 410 n 123 15.00 9x•28.58' 25.2x• Is.eo• DERBISH GUERRA 6 ASSOCIATES INITIAL DATE N 10.06' S I 124 15.00• 91.45'27" 24.02' 15.47' 8331 UTICA AVE. SUITE 150 RANCHO CUCA. CA. 91730 72 i0, m 0 Z 263 278 n ' �I 1 no o ;� D-(� p • O (714) 967-430 ' DRAWN J.C. 9/1990 Q z 20. '' ° 1 O DESIGN T.E.D. 9/1990 2 .o' ° k z I est 12s 279.00' 15'57'06" 77.68' 39.09' NAME DATE ll K is CHECKED ao o �n D-� "5 NOTE: SEE "PLANTER DIM. PLAN' 12s 20.00' 85.28'48" 29.84' 18.48' 396 :HEET /0 OF/G FOR TYPICAL p 397 118 N PLANTER DETAIL/ DIMENSIONING. R.CE. 2922 DANIEL E. GUERR 'W 16.00' 9.00' 0. 1 0 127 276.00' 22'26'59" 108.14' 54.77' w i N 00.3153 TYP N89'28'07-E 16.0 1 0 > CITY OF RANCHO C UCA MONCA � -T a tee 280.00• 23'08.51" 113.12' 57.34' Q 118 215 R.P. I m COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION QQ IIB _ --- 30 00 V t29 320. 22'26'59' 125.38' 63.51' PROJECT NAME b IIs 210 T RFL CK m N oo•3t•53' w Is.00• RANCHO CUCAMONGA SPORTS COMPLEX 7w N 89'28'07" E 198.00' - _ W SHEET TITLE _ �; 130 15.00 90.0000' 23.56' 15.00' v SOUTH 1/3 OF DIMENS1bN PLANS 1 o 0 1 131 298.00. ?2'26'59" 116.76' 59.14' � 1.' 31 1 ( APPRdVEq 1 z 138 0 I 3` 300.00' 23'08'51" 121.20' 61.44' _ 1 _ _ - 1 � �•� - - - -�- I N 89'28'07" E _ 363,J'Z 98.9D _ - - - - -- --- - - - - - DATE -�' NB9.28'07'E 1296.42 O MMUNIT ICES MANAGER ( 173 - l.Do' ISO°4'1'4t" 203 APPRO-/ED 2 4. M R O � E � DATE /- �. UIL I G OFFICIAL SHEET �3 OF IG '" � A RROW APPROVEfim�_ Ki GATE ft' �,• CITY PLANNER DRAWING NO. RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF ? Je-T stiff 46. -1 i `F DATA SCHEDULE DATA SCHEDULE DATA SCHEDULE - - I PARKING --- 1 • NO. RADIUS DELTA/8RG. LENGTH TANGENT NO. RADIUS DELTA/BRG. LENGTH TANGENT NO. RADIUS DELTA/BRG. LENGTH TANGENT PARKING A' N 103 I o0 15.00' 91.45'27" 24.02' 15.47' 220 65.00' 31.21.57" 58.27' 31.26' 40 $ a 192 25 11 20 41 326.00' 31.38'09" 180.00' 92.36' 189 R.r• 279.00' 15 57'06" 77.68' 39.09' fI N21'40'04"E 6.19' 29 6 NA9 S I'03"W -20.00' 85.28'48" 29.84' 18.48' 22 35.00/ 92'4434" 56.65' 36.72' Y4 50.00' 22'29'15" 19.62' 9.94' ,/� ,O 79.00' to pt. 32 I 203 368.00' 15'12.54" 97.72' 49.15' 23 266.00' 48'07'.52" 225.13' 119.69' +3 50.00' 28'11'11" 24.60' 12.55' "p / ro P.R.C. 224 R0' 33 0 0 104 ? 20 35.00' 160'3077" 98.05' 224 3.00' 158'48'25" 8.32' 16.04' 2+ 15.00' 90'00'00' 23.56' 15.00• 194 ° P.C.C. 188 00. " 2s 30.00' 23'14'05" 12.17' 6.17' 4s 15.00' 90'00'00" 23.56' 15.00' P.R.C. t!e IL II99 oa 25.00' 109'2933 47.78' 35.37' 034 60 �, /• Y30 ® 06 3.00' ,180'00'00" 9.42' CJ 304.00' 28'55'40" 153.46' 78.42' &-50.00• 25'5031" 22.55' 11.47' o _______ 196 O, SOFTBALL FIELDrF 07 3194.00. 0534'06' 37.3r 18.67• 27 4.00' Ie0'OO'OO" 12.57' 24 27.00' 90.09'59" 42.49' 27.08' ' 195 3.12' 180'53'43" 9.86' 296.00' 30'58'09" 159.99' 82.00' 24 27.00' 89.50'01" 42.33' 26.92' O384.00' 06'42.52' 45.00' 22.53' 29 332.00' 32'59'10" 191.14' 98.30' 49 368.00' 03.17'04" 21.09' 10.55' / 2 -�t-5.00' 86'37'44" 7.56' 4.71' 30 20.00' 123'08'57" 42.99' 36.9•' so IS.00' 19539'27' Y2.43' 13.90' �PR.C. 3.00' 10438'08" 5.48' 3.88' 31 20.00' 84'04'03" 29.00' 17.72' sl368.00' 32'4935" 210.84' 108.40' kP 6.50, '212 10.00' 6735'01' 11.80' 6.69' 32 253.40' 23'2038" 103.24' 52.35• I 13 N21'40'04E 9.93' 3 50.00' 25'5031" 22.55' 11.47' a3 EAST 10.34' 23 � 18j / / 3.00' �1 Ne9'51'03"W I I Y14 263.00' 15'36'20" 71.63' 36.04' 3+ Ib.00'. 195'57'27" 22.50' 13.919' s�-12.00' 74'16'07" 13.55' 9.09' Pc•c. �� $ ' •Oo./ ��ei 55 3.00' 103 43 53 5.54' 3.96' _� Is 15.00• 96'28'58" 25.26' 16.80' ss 326.00' 019.25'13" 47.91' 24.00' 27 36 50.00' 22'17'29" 19.43' 9.85' 5s NORTH 22.00' G w • I6 10.00' 87'24'48' 15.26' 9.56' a 37 50.00• 29.54'47" 26.10' 13.36' 57 24.00' 90'00'00" 37.70' 24.00' E. / m 3.00' 71'04'05" 3.72' 2.14' I9a I 0 38 336.00' 09'2137" 54.89' 27.51' 2se 5.00' 111'49'Ir 9.76' 7.39' �J /* YY2 Z 61 le 3.00' 90'00'00" 4.71' m I NC RS 39 a9 320.00' 51'44'43" 289.00' 155.19' �Q °d 179 rim 11 19.00' 10, 19 16.00' 90'00'00' 28.27' 18.00' / m l SEE SHEET }5 of I & _ � � � - w 0 I / 220 1- _ • o Z I w 136 341 O N 1 N 99 36 00'01" W • 6.30' 5 C=CfiT� IJOT O o w I i 61 I rn 1 g 04 N 4G.b'11 trO1.�rJt r � Q W O 2526 ° 1221 a I i0 ID 8 342 q' t+v N0010.487� 178 -- O 0 1 •o 2524 N N GO OU E l0 1 i;' . p �DiT/V-c Q Iz to Q_ o co w Y64 a - RESTROOMS: 0 538 Z "• I N 300.00' - - 1210 �.G. s. - I I 1222 I O w 335 ;v: 1/5\ Slab SHIr£T "3 I 25�00/ 2527 I ? •- ' �.} 544 V 26s N. .2502 �*4CoAft5E CLA91fleATIOP3 1926 "W' 135.00' I 0 /s 1930 Rp 121 0 i 30 _ G'ooRDl>,J.1T". I _ • 2429 16 0cr - 0 337 2427 H B.G • q YO �� E.� NO '08 7" I 001 � 1 535 2. I of)N K $ O vi 7 C 10 0) p'. ( �J p = NT0'21"3 pN " 218 $ ae ( 1 of O; 320 V 31.92' h Z: W ------- LLL��� 300.00' N70'2130"W o 192 E•0 N 537 I 109 19.00' 24.00' O • I sEa>: s1a1r Gtl-3 �� Y3 �. 16.00' 242s $ S 1 n, v 2s.00• I 2400 I t:olyCo�KsE �'(J1`IFICATIA�.1 / -•c+<, 'ro4 M� g 1 I COOLIDWAT6S 4401 E. / Y0 RP' r_ 25• � 318 / a B-2 M�f z I 3636 58 14.00' �I -o 1 43 I6• o I5 TYP 5' X 5' TYPICAL ---_-_-J 2 iq G 1cm SOFTBALL FIELD 344 45 • mo / o° too $ 81 oa 1542 I .S, z2r 9.01 ' 1 8.5' Z / 10. o� t 1299 59 f4o o z I VARIES ( 317 / LG 50 0' YO 0 5- TYj. 175 B- PARKING 0 ' PARKING • 9.00• MIN' �+ o 15-TY P LOT "B" ~C-m m 1 LOT nE•• �A7• TYP. ' M ( W Y3 / �g N 46.00' O Z W `A•Z� V IL • I o``o' O o a �, 1669 � I SOFTBALL FIELD 1s ac // 2' - �°�, 58 p c 1 ~ O q_ Y7 374 0 ® p I S B-V r 0 m n ` J o 20 z oT I T I I I T I T I T - fO00 77 SEE Soger ca h V I o VARIES / }} 4: 22 �+ 37 WrA�L 11 11 1W I QQ / 20 R P. Vi tr VC 8 I R 164 5' X 5' TYPICAL N 57.13'13" E I • 109 O r` 15.09' s9 ® •� Q 15' TYP / 4 O M a 237 p 3 4 369 oe 1 O I 23 17 ,h h 691 7 W 1 276 OI�i 271 V g ° „ ° I 57.10'49 C m = a R STYP. • I 19.00' o _ 0 In M- fO W VARIES 0 O B-7 ' �� \9°O w�� 2a0I 8. 1802 560 \ l0 B-8 m z0 = to T I I I o m A B.C. / O R.P. • c }• Z (D O .R y I 1637 ! ' - o ?,yb��i • 15' TYP g N Q 1 q 3 72 357 72 379 - - I /' 172 H6 S s Y16 Yle m O YIY 1 Y17 cV i Z C2 p m O 364 N88'5432"W 54.00' N54'32'17'W 20.00' • 30J' I I I I 1543 1667 15.96' 350 � a 2529 10.0 1635 37 p �J o �_ N 0' 0'2 "E 160 N21.4 I7" 351 / ! o c� 169 00, N s. 8'S " E N00.08S7E 16.0' d z 27 16. S4 37 381 14.26' I 17.50' /• P.R. 'Sry 505 16. °� 532 .00- O y 69 O 35 NBB'S4'32"N 3 5' TYP. E 50 / ' 201 O 213 N89'51'03"W 234.00' R 67 9 Is, 16, 66 261 73 360 355 269 47.83' 349 - EAST 99.61' 1402 /•/ 4 1906 6.50' 530 IN (� n 2se � 327 241 508 200 334 IT 9 G z� a as 2a 490 • / E' Y15 503 Y14 N89'34'46'E 179.29' 332 ° `t - ' I .01' m e e RT I 3734 i' gal P G a02 1 303 - 3 1 00' Ya , 2424 242 316 , • t ?s SEE SHEET 13 o f 1 0 1 EAST d 5•- 171.00' � , a I � � • 27 00' ` p 1657 662 EAST 108.00' _ s3 30 rn / 47 I 305 m EAST 90.00'. 1664 0 0 RAR ._________________ 1659 10.00' IL.4 52.00, I P� - 6 - - - - �- - - - - - - - - - - - - - - . . - �- - - - - - - - 1^ JACK BENNY DRIVE �"A AST.. P.L. PROD. N 33.19 - �� -- - 021T -= EAS1 83.10' 314 PT` 21 �° r 1660 a6 - 245 24 312 168 = 146 - _ 1655 246 - _�_�- 4 - _ 306 - _ 311 _ _2-�- au REVISIONS FOR CITY USE ON Y 504.71' °� 26.00' STADIUM _ .��;� DATE DESCRIPTION APPROVED INITIA DATE O ~ 249 EAST - 461.64' �• ' 30�q GOk)S7MJCT UMArbD STREET -v- w\ WATER/SEWER 161 6.50' 162 23 \\v o I GRD.ILDRAIN SOCCER FIELD SOCCER FIELD P 0 j TRAFFIC 159 26.00' R/W FINAL CNK. • •.r• ; �' AS CONST. DATA SCHEDULE DATA SCHEDULECL - -- --- -- THESE PLANS WERE PREPARED BY: FOR PRIVATE USE NO. RADIUS DELTA/BRG. LENGTH TANGENT NO. RADIUS DELTA/BRG. LENGTH TANGENT 60 5.58 DERBISH, GUERRA ASSOCIATES INITIA DATE 3.00' 106'35'59" 4.02' o- , 8331 UTICA AVE. SUITE 150 RANCHO COCA. CA. 91730 DRAWN J.C. 9/1990 _'� ' 17141 987-4309 DESIGN T.E.D. 9/1990 sl 15.00' 90'00'00" 23.56' 15.00' 7s 3.00' 89'0431" 4.66' 2.95' t�.. - _ � - - - 2s2 77 3.00' 90'2734" 4.74' 3.02' ` � � _ NAME DATE , I� CHECKED J.C. 9/1990 R.C.f f: P24 DANIEL E. GU s3 N 89'50'01" W 3.06' 27 300.00' 70'30'27" 369.119' 212.05' _ J �_ -� T" Y64 10.00' 58'02'32" 10.13' 5.53' 79 352.00• 70'21"30' 432.25' 248.12' CITY Y 0 �- �}- t F RANCHO CUCAMONGA ss 3.00 121.57.26" 6.39' 5.41• COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION L1� I PROJECT NAME Y6 3.00' e9•30'01~ 4.70' 2.99" RANCHO CUCAMONGA SPORTS COMPLEX 5.00' 145'37'45" 12.71' 16.17' 192 se 3.00' 91'05'28» 4.77' 3.06' ���� SHEET TITLE 69 17.45' 89.0431' 27.13' 17.17' qty'" �1 `� MIDDLE I/3 OF DIMENSION PLANS 7 10.00' 146'35'40" 25.59' 33.33' 85 APPROVE APPROVED 382.00' 21'1830" 142.07' 71.86' es 27 3.00' 90'00'00 4.71' 3.00' B7 1t �a 19 �� r DATEq.1 C MM NITY SE -ES ANAGFR DATE r '} CrfY ENGINEER �--� APPROV f f -3.00' 88'35'01" 4.66' 2.94' ' ! � DATE ILUING OFFICIAL ? M. SHEET OF t1 N 00.09'59" E 2.68' jE Q'� �'Yt11, APPROV �L,��/ ' DATE - CITY f PLANNFR DRAWING NO.L1_ RIVERSIDE BLUEPRINT RIVERSIDE, CALIF P�oJECT SHEET 00. � aF DATA SCHEDULE DATA SCHEDULE DATA SCHEDULE DATA SCHEDULE 1 z - N0. RADIUS DELTA / BRG. LENGTH TANGENT NO. RADIUS DELTA / BRIG. LENGTH TANGENT RADIUS DELTA / BRG. LENGTH TANGENT N0. RADIUS DELTA / BRIG. LENGTH TANGENT 58 7�001 'S8'57'31" 5c.SZ' 2(.17' 6.72' 164'46'13" 19.33' 50.26' 20 20.00' 84'04'03" 29.00' 17.72' 39 5.00' 134.5732" 11.78' 12.06' o- I1 3d 5G 40.65 Zo.08 40 20.00' 19'2137" 6.76' 3.41' O- ' ° , u 1 3.00• 105'22'44" 5.52' 3.94' I 35.00' 89'41'15" 54.79' 34.81' n; 24¢.od 38°47'45° SG•L11 43.561 30--3.00' 89'35'40' 4.69' 2.98' 22 205.00' 12'40'49" 45.37' 22.78' 41 316.00' 19'2137" 106.78' 53.90' 60 t •� - " 23 160.00' 15'21.32" 42.89' 21.57' 42 284.00' 18'00'14" 89.24' 44.99' 61 199.0°' 15'31'03'1 53.b21 ZG.99' c4a-5.00' 84'45'08" 7.40' 4.56' o- \ J 5.00' 92'0749" 8.04' S.i9' 24 35.00' 90'2930" 53.28' 35.30' 43 3.00' 99.2935" 5.21' 3.54' 62 252.00' 49'10'03" 216.25' IIS.29' 25 92.50' 18.55'29' 30.55' 15.42' 44 3.15' 181'06'19" 9.97' 6 63 1r ! r�--3.00' 90'00.00" 4.71' 3.00' 26 64.00' 103.12'00" 115.28' 80.75' 45 3.00' 135'00'00' 7.07' 7.24' 64 �HI}}1"uuauuuf �R�•--46.00• 40.04'55" 32.18• 16.78' 27 164.42' 78.05'49" 224.11' 133.37' 5.00' 135'00'00" 11.78' 12.07 65 I \J�304.00' 28'55'40" 153.48' 78.42' 28 311.00' 16'34'51' 90.00' 45.32' 47 3.00' 90.00'00" 4.71' 3.00' 66 48 3.00' 116'47'48" 6. 67 4.00' 180'00'00" 12.57' 29 311.00' 14.55'22" 81.00' 40.73' o- 12 4.88' o- II 296.00' 30.58'09" 159.99' 82.00' 30 300.00' 21'30'14" 112.60' 57.60' 49 20.00' 123'2707" 43.09' 37.18' 6 30.00' 10'54'40" 5.71' 2.87' 69 NOTE 12 3.00' 158'48'25" 8.32' 16.04' 31 311.00' 12'20.17" 66.97' 33.62' \O� ----------- 51 3.00' 110'27'39" 5.78' 4.32' 70 -------------------------------- 13 30.00' 23'14'05" 12.17' 6.17' 32 3.00' 96'23'14" 5.05' 3.35' P4, SEE SHEET 10 FOR PARKING LOT 14 300.00' 70'3C•27" 369.18' 212.05: 33 36.00' 26'26'17" 16.61' 8.46' S2 N 44.4437" E 33.61' 71 "A" and "F" PLANTER ISLAND DIMENSIONING and COORDINATE 53 115.00' 01.37.13" 3.25• I.s3• 7o- � ' I 15 332.00' 32'59'10" 191.14' 98.30' 34 52.00' 212.4931" 193.15' QaU �� 16 220.00' 107.50.05" 414.06' 301.89' 35 420.00' 15'00';9" 110.04' 55.931 54 35.00' 160'30.27" 98.05' 73 TO Io �J� av�^ REFERENCE POINTS t 7 253.40' 23'20'38" 103.24' 52.35' 36 10.00' 150uo'"'' t.Gi 1 1•st 1 55 35.00' 92'4434' 56.65' 36.72' S� SKEET CL1-2 F� _ L MOPIFICAr04S "O DIMEKR ►v� \ 18 20.00' 102'13'43" 35.68' 24.80' 37 3.00, om's1'ST" 56 268.00' 48'0752" 225.13' 119.69' Ai►.tfE►•lA►.1G� YAfzD ti '�� a� •.• ••1� 1+x.0'1 Ii� M Q \(BGG \� • 19 20.00' 123'08.57" 42.99' 36.95' 38 420.00• 19'54.04" 145.88' 73.68' S7N In 0 9 BUILDING "C � QOfool 9.00, 1002 • 726 10.00' 10.00• 720 m`° -------- 7 7.bo• 7.00• !189'44'37 E 1295.86 - 54 54 - --- - -- - - --- - PL.PROD. 44.12' N 89'44'37" E 1241.32 � N 89' 44' 37" E 306.00' m I 02 so R.P 1065 62.OE' GZ 54Cr 41 4u--o _ R.P. - M �� 92150 � 1540 C 1060 M�TTEO A��S �) a 7+ 728 0� 06 15' 716 I N 0'I '23" W _ N � 16 56' (/D 14.1 371 1 35 N89'4437'E ct/c6 81• S'� 47 73 025 42.00' .5 16.17' N32'42'OS"E w \ 47 co IV' N 1045 �•� N89'443T' 46 1356 6.00' 1 q 3 v y3� 36 p �� 51 1J 83*,?*`6O1� siG.l? o ® a 1539 N PARKING LOT ' M \,1'S No•IS'23"W G O 2010 B.C. SAGG OF QOLLFC) 750• 049 37 1 v o F-2 52 9432' LIMMEP LIC&ESS 5 �� �� 11.00' c� 02 MAINT. YARD p, 1 ,o So 2009 ®G4LB 732 A-I z - No IS 2 _ 40.49.57"E A-2 A A-4 734 (RAD.) 12' • 061 E 14.00' �,w 16.0 • --�- F-3 3a m r 26.00' W 924 4 9' 2 24' 19' " v 25.00' 104 "� O��" Aey,, 0 45 49 o m • 9 �� p. O 48 y I ,o w 9�, n� , `L �0 32 O I 7.0' 400 962 v 38 5 X SY a.P. N - 33 53 RI fERERc To _ I i / N r>. 020 0,m 44 10'19 RADIUS INT 19, 0 105 - 3531 W I Z O� T9 18.67' N 'IS' 3' 9 m W ,� I \� A 3 Q 15.8 7.5' 49 a tt' Q o I 5 -1 .A 35 19 1 z ' 4.9 +. - N1 15.8 o I X00 19 TYP CA` A-6 I � i 14.00• I 1A 51 m / 16 O 46.00' 198 394 44 , ! 20. �� 899 / 5pQ 2600. 2 9, 39 /// - ; 26.00' /•�• ly 2624 ' p 00 p g•4C59"W 31 gl a N 1 I Pf 8 3' 1 9 r o_ 1 5 8 1 = m_ mm � 2602 �� :(NORTH-PAT in 236 O\� A_5 e� n z o, - m 29 m Q z F'_1 p4 � ., :: z I � 2363 CONCESSION � 6 �a0.� 3413 STAND NO Q Q`PO` T6 19 A-8 BID ALT. 0 9 10 o 9.00' 44 \5' 2362 '� TYP• / I 365 1500 650 2 1 24' = 1 5 / 29 (4� 9' - • X b' L �t 5 A W G 1 n V - 1 9 m F) _ W O n 01 u,- / o SCO E _ ti 00 / A 7 o nq o� / I W BOA D Vie ,51.Og z � 14 19• 50E+ � , VJ I .o o O b ^i �,1.� ti 0 71 � 3 C. A h / p • E. h / o �' � FENCE INE 15 O � T 129 43 /' �4'`� TYP- 200 R.P. 711 R.P. �- O � 4 291 B.C. 40 • 2 9' U Z 127 28 0 I .� T O' N ••W STADIUM FIELD .n •13 o .a, I . e e 1 9 3 r N 6 5 2 I 2011 ,0) 741 1't Ig " N1 1506, E.C. 1 R.P. I E P R.G. 54dr ;i EAST 14.46'13" 4AR1E w 0 0 16.00' N N ra O P. ck �. 0 13 LU SOFTBALL FIELD / --- � 7 F - m 192 169 R 1 N 8338 Ib o I 32 4 I . / X736 - C.L. INTERSECT. `r R.P..P710 - - 41 ; �,� _ B.C. 12 ,Y 832 9 188 1 � O 6.00' N Ab 26 Ift P.R. . 195 '� o I �► 834 191 R.P. 1 B.C. B.C. I P. 58 60 ® 3429 O 2013 R.P. 2012 19 194 r -- --- --- R.C. 104 r. ' 10 P.C.C. _. _. -- -- 185 20 � 1 g ID I PR.C. OR I 923 N IC) 25' 2001 _� 3 I R.P. - - �� 56 14' 46.00' 16' 16' I O 910 Q 6.50' Q 2601 2600 2626 �� '._ _ 17PARTSBS-A a 0 0 • ' 3b'O J V OO 6.50' I PIT 2359 2 B�-L PEN EAS= \ 20' OO REVISIONS FOR CITY USE ONLY �� 1 � Z FE NCE LINE 25' Q' w 2627 O/ '\ lel DATE DESCRIPTION APPROVED INITIAL DATE C ONCESSION o, � � STAND EA 51 T ' n r / ' ►per '' AA 4� 12-7-90 1 REVISED CROSS-GUTTER d CONC. L STREET 0 2629 15 Q SE6 SaEET Gll'3 Fob �F CjL�•{jIFI Qi�V?/ I 2361 9 2 ssl 183 55 '` IRP.,,,EY �i..-.. 7-22 91 2 c� _I 9/ WATER/SEWER REFERENCE TO RADIUS POINT o ��� Q - 2 0 -rJ2U6n UPc4T� GRD. 3 DRAIN PROPOSED ST IUM / 1'� FINAL CHECK z 5 ��/ 2358 TYP BID ALT. *9 x012 IS' b /• o 179 P�.C• �• �'�y.: TRAFFIC C OU E r 836 u 2526 TOT LOT / �� R/W 2008 , <- s1 15• gTY I / cj i No 29214 AS CONST. TYP. B.C. 1 27 m 3227 ' -•• '> � / E n W �^ 54 �� 4 =t THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 0 0 136 ® l � � 1 DERBISH GUERRA ASSOCIATES E� � ��, '` t S INITIAL DATE Z z o� 524 _-T EC �,,,, rrc (1 8331 UTICA AVE. SUITE 150 - RANCHO COCA CA 91730 DESIGN T.E.D. 9/1990 H 71 87 3 6 527 ( 4 9 4 2 2 O N I 2 1 Z • DRAWN J.C. 178 9/f990 z Q N CL CL 20 FENCE LINE I ' 25' b%A4,,liI 0 0 0l L-J 2929 15• 5'TYP 3334 .:," • 177 NAME DATE l e CHECKED _1 CO OU_ R.P. CL • 5'TY 35.56• 4, .:, R.C.E. 2922 DANIEL . GUE RA ,� 15 EE E 3 w u� TYP CITY OF RANCHO CUCA MONGA a Na _ _ _ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Z oa i 25 a 2429 ti W PROJECT NAME I 0 --------------------- a F-� e PARKING LOT RANCHO CUCAMONGA SPORTS COMPLEX OI I u FENCE LINE 20 - 3 2 Z SHEET NAME Q -------- - NORTH 1/3 0 In O � ; SOFTBALL FIELD I 1 ,6o F DIMENSION PANS _ 1 F- Z w A 2426 I % , Y I 1 SOFTBALL FIELD / 60 APPRO EDI APPROVc m sao• SEE S H E E T I¢ o f I (o DATE - OMMUNI SOICES MANGR. _ QN I I / APPRO ED �� J SHEET OF Q� I / DATE UI LtdG OFFICIAL ' A ` I I ' -------� APPROVED / / DATE 1 CITY PLANNER DRAWING NO.�_`_n now RIVERSIDE BLUEPRINT RIVERSIDE, CALIF ?F­5j�c-T• L9 _ � �• '� �� 10} I D'E 1 MAOM•LAP PACT IL11e3, E (i)) ZSIQI�.IL"CA TE NAFJI�I-LAP STALL-6 AtGrc N00 09'59'E 662. 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Z 1b,uoj Ap),Ze //F/,er 69AJS ( —+ -� _ �1LAI MI?AFe-1 t/45 (Tyre L 1A_J aus-BAYS t ID _-- CTID 19 1 1 LCI - v s - - �, � � I I � � G'•, � � t � I IZIi n�ax. { 111 ►� - I - s orsckip TION A I QALY. iTEEy TO 6ti COIJCr_ETE P � - - --- G 3/¢ FiLt so TO SM007L4 l I [ i A. IM-MOVE trx1571►�� W5�A/\,4U5 Sk- I.JS 8 POST. - - - --- -- -- �-- - -- TOP F N s s I g1. amour- pos-n W5(o /CT44 SIOLIS b re_P1,AG5 ;EA. 1 I u fa�FacE ----' T ------ - - -_-_-- STALL/1TtOf.1 0¢ -�+ 1 r� IZof•1 PI 1 t t ! w -p ws�/U44 CW 6LAcKox1 YRWW) S)0 S. 4 - - 1 - ke PVMr. I I III I � IOC. -- - - - - 0 'I '' 1_-- �-=' I B2. WSrAU W" /x G* (sLAC,K(91iJ vP_U4W I! E:A. /a PaRK LOT ,00 C l09 i \ rt2 • I C - _ , t - G. �Movir !~x15-n�c� Wii SICa�I x )nlsTac,L ra18.2 51UrJ. 1: �A. CZ) g�Alzs �n Z i I TY. 1oZ % L�f n t ', v. IA1 (- I�.15 iC�l.� b RAST. / 2 £A - I E W`I TA " 9US PAer-IKkq NL_-Y" SIIaAI. 8; £A. N M . T -�-- O I \� OHO Bys /� y - r coot.�Te FILL TD SwtOoTN I I �• lL=�l� 117 �q`!� Tof' Fr 151-x. �! I Q>: � _ _i_�j _ '�•J =� t tEl:� � Rk ° �y U. __ �, i s� r p� cEs P o c. per. oXy ' o O Y 41 ItA i - ! 09 (r)3/4. /e*,OLV. .. LS Ei4R PE, �r 2 Specs.X09 •� Al � ' I AMlS1JLAl10E 5TA�1►.16/ AeEA '' . STEEL RPE .° r CI • GuU.N.D. 11 Je>7 TYP. 1 �`a X51 IDI 14Z ! �.� r . IOZ �- 3o'I _i_f_ _.i_._.�_f .._a_ _ _- -f__f_.t_f - t_ t. _f_.��__x ` rd9 _ a NX COMSTIEuCT IDIJ WOTES FGTIM QTS o UAOTITIES 107 I Q Y4"rEs _� i - ` " a ral AIR�� �L' &c.'71ow - �' � a 'p d i'i 102 Ilr► 1 145 101 N fa N N H N fa K '� H 110 /OZ t� •� _ R E V I S 1 0 N S -•�— IRIsrAu, coUtJTE�su1Jl� (1�EBAL') I✓PoxY WtiEEI sroP1P> r!PEr � fs' ►+_ErEjo .(p�9® tZ' u' J°y Q l� O - 142 Il3 � �r D, M !� IID for 149 - - DATE DESCRIPTION APPROVED INIrIAL DArE lel IIJSTALL B-I ""TOP" Z-leW / BAle ♦ LEGIBIJD fEP- CAL.T1240S, sPGcs. /D 1G 'r 1� � �' y r - 113 - _. �� { fA. II 11 ���, t+ 12-7-90 '\REVISED SIGN. ADDED DIMENSIONS /L-/�• STREET /4Z APPLY BED PAINT TO TOP SAGE OF IJOTED GUBB APP[ fleF Lpe/E�4_N/C��f, Bf'�S�F sreoKE 3o APART 9 400 - 1f, f� I�+ 1'f ,P t�1 ►� - 1114 $• 1 r /J p If-17.91 WA _ER/SEWER 103 APPLY B WIDE W141TE CHAWQF_LIZATIOtJ MAB�iQd?S WITH TYPE IGj'MR>?IOEt�S ?�-lz 0•C. 5TD.407. — 320 L.F. 148 }� 0 T- `� +!, 10 ; i+ ►�9 lel u 1► , 1 I` 111 I,I Ill 1. t IDI, 11b I 9 ` y_ d 301 3 TP)c JJ tJ�DAYED GRD & D P A i N /peI APPLY YE1..0-0►U CE►JT>=P�1.I,.lE MJ4t1�111GTs KITH 'r'YPE D MAFY-E�s PDQ fz.C. STV. �0?• 2,095 �.F Z � - „ N IDS t �3 _ ,. _ n q ►t Z n 1' hl 11 TRAFFIC 105 APPLY DOUBLE VJIVF- 96L%V YE1.�oW 5T0WG PEe C.e. �D. 409. TVJ0 WAY SAer?16B Srewc- _�3g �F W Q p 1 1`I 1 1 i1 p I, /09 \i IDI I6!► +' Ill -0 _ t /b APPLY DIfREGTIe91J ABIZOW A5 ►JOT•6D (WHITE) _ _ 12 E.A. m�W 16 [� IN� LOT FINAL CHECY. ": Iu L� 1,1 ©v ` 111 t--- Ir R/W i coq Y I I! IlI a 1 +`+ + pg� APPLY 11WHIT,R LAME Lax"mAP.-rrt►JcyS vjiTN TYPE'q' MAr-V.SrS PEP- e-C. STIP- 4617. 1,050 Lf U.� I _ I'f /e4 III ' emeTNS � AS CONST. l09 eo,IJsteere-T 1Z w1vE Pe"n SSP auf Pee O.e• 1�EciHoME�1DAr/o�Js. lsF� sf�c�ok� a=P'�E+ o,�� 2>I0o 101 Q 10 4 4 0 ;!/Do Tyr. 1 �� 110 ,o,9oLY//NsrAa HAND/-CAP STALZ s14Ng4E' r Af4Qe/N4s Pee A-T/1/L NESE oN ff& Fa. x, - , loo Tyr. � 1ao of '' lay T�cf ei � 1° r' � THESE PLANS WERE PREPARED BY: FOP, PRIVATE USE APPLY `5mv,04,eO' PA,eo/ trs L.F ( I Z '� '' '1 1 1 )eIO Tyr. Z Q `` �d M NGj STALL MAE�W PE�e JaET1i/G NEJzE-D.cJ COBL. wulT�- tttf'E�� 42,501 �, „ - �.OT '� a DERBISH GUERRA elr ASSOCIATES INITIAL DATE 112 JAer4LL W54.4 FrP XJAJ4 W/ K,A3 P£D XIAIC? SYMBOL PEFP- CAL TRA1..Is SPL=cs. _ 5 F.n. 109 - 1110 I�p Q © l , tdQ Tyr • ID 113 AMY ¢O K/iDE S�G/D YELLOW STB//E _ G40 L.P. +• • lI �, '`' '' ` +® �' !!r 8331 UTICA AVE. SUITE ISO RANCHO COCA. CA. 91730 DRAWN (D 90 Ilei AP/'LyBAfJCf/p CL�AiYlef/�.9 sr!luDAeD aedsSl�/�ICr sT,eIP/�/l�.�W//iTE� -- ---_ 330 ac. o �� (II Q - P 14$ ,Y� - +,; i+ VERS CHECKED .). 1DI90 -- _ TIC IT qI 1;1 li!i 1,1 IIS Q " ��i' NAME DATE 1 141 4 0 Fu /isN /,c/St4Gd K/// S/ ,� Gbsr. PEe C• Teo tL9. BLLciF/CAT/o c/S._ 3 E.A. I Il(1 F!/AfJ/SN WSL4CL A/Z�b) /✓A(/D/CAP P/JeKAc/! S/l�•t/ SEE AcT4/L //EeE-O,U1 - /O Eq i - �i Q = R.C.E. N0. 5224 DANIEL E. GU :F,A FILE ,� f'e 1`I + ,�i 1� I!1 !LOPE Y ��WiDE K1/J/TE (scat/D) STr/PE AS smwAl eaa5 Q4YS TRPICyG_ 595 LF I dg : My 40 / �} ' �Fuec/g - '�` I� ' `' �9 CITY OF RANCHO CUCAMONGA //s4' j /Nsracr ytlSG IU�1/1 ys4� s��1 Posy (BL.ocr ac/ YELLOK/� vie cac r�o,E/�. sgc�: I�s+l. 1�II ' , 11 + 09 A107,6; _ _ , l09 le'7 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION V I0R PROJECT NAME ZWE Cqu�/WUcv4' CtK.4"ac/c.O Bf iVE[OPM clT Ef/ T//E�A��QCr� /SSI/ E•QY AloTiF/6D ru oea�ioE 7WIF A�.vcY kv/T.�•/ AAs OKGeJ w a vsen W1,5OETECMG�J 9T/O t/ aF J /s -- 1 les l� f o1 � ? e RANCHO CUCAM0NGA SP0RTS COMPLEX Ca4�LE _A%0.7E B, lob - r� 7Z/GF-BLd'K PAC�i�lfj STALG6 IDS lot ` u Tt/FF-dtllCC i1rIFG/Na/ STAtL3 *ell _ � Noo'oe'S�•E ��o.00 oo'o �_. _ _-0__ �J.• e HEFT TITLE N SITE SIGNING � STRIPIN� _ _ _ ro� N 8 5 3'8. N00.08'5?'E 541.99 � APPROWD A',PROVE ' eEFEZ TO T,eQFF/C EA/4/c/EE2'S IAJTE,eSEc•T167._1 S/q Aj1A ey , STBiPic% f -Aq,c/44 -l-,4A DATE C. MMU IT P.VI S MANAGER DAT t7rdI. CITY ENGINEER _A 659.8` - a v 330.00 APPROy-D - - - - - - - t` DATE - DuIL 1NG OFFICIAL y .► < t 0 F 40 11 ti SHEET �����e a+: If 1' APPROVED DRAWING N0. R O C H E S T E R A V E N U E '` ► 1� °' 'tE DATE /( CL' CITYPLANNER JET 5*4 T N,jZp ®oI _ _l i I I � 4 111" SECTION B-8 SCALE i I/4"= I' 1 zlooli SPORTS COMPLEX ti h COMBINATION BASEBALL AND SOFTBALL FIELD o { 3 SECTION A-A e v h •, f I Y - 0.'. 00 G I i ti 3 � i4! v� li11 , W ,t s�6 40 � 1 � epi i ✓ I �6 47 — _. r� _ O ,P fres ,� -�✓ 'flip z6 G n d. Z de _ RE 1 SI D. 14 DATE DESCRIPTION 6' �t 34T?3 COti15Tf'-UCY01.1 U�AT�D � F% SJ spy `5 2 7a- .9 a � .+�gdJrJ_ Stilc�r CCJ-/� CU•Z CC!•3, � 5 Gu-4j_cc�•s ) 711 —- -- -- — - - - - ---- --- �? THESE PLANS WE PREPARRD BY: FOR PRIVATE CSB Shy '' - --- -- - --- - ---- ----- DM j DERBISH, CUERRA & ASSOCIATES AL DAA o _ ---- --_ ----- -- — — 8351 L7XA A7ZAT9 SL71 150 RANCHO CUCA CL 91730 DRAWN — - - -- -------------- --- -- - - _ ---- --- - ----- --- ---- -- — ---- �----- 1909 987-4J06 CHACKRD NAYS DATE 0� LIc%NSB NUMBER ri F " �� CITY 0RANCHO C UCAMONGA � COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION PkC.BCf ?RAMI{ RANCHO CUCAMONGA SPORTS COMPLEX ARROW ROUTE — - - - -- --- - -- - - - — -- - -� -- -- slur ME CONSTRUCTION UPDATED DETAILS ' JULY 15 1992 SHE7 f OF 0 DRAWING No. ��� DERBISH CU:RRI, L ASSOCIATES. IN;.. - C3NSU."1r;C CIV1� cNG1NEER� REVISED MAINTENANCE YARD r01r+1 330 N 1730 1466. E 1970 1816 ?S3 UTICA AVE. SU;TF ' RATA _ SCNEDUL� rO I 961 N 1779 1166. E !11! ;630 Rhr�:,*1L �'JCAMONGh CF. 9.730 FINISHED GRADES 9/10/92 ! RADIUS DEL /B 1 ?,t 66, c 11117630 I oi►+r 76¢ N 1{ 4 I�_ g� -1 Jt 1e�([eNI. - POINT 166 '' N 17:2 1405. 1! 1108 7638 267 5 00' 146'5204" 12 82' 16 81, rOINT 067 N 1798 1465. E 1108 7638 �/.4) 981-4306 7549 N 2639.9821 E. 1157.5965 p111 268 3 00' 90,00001 4 71' 3 00• POINT 768 N 1798 1466. E 1114 7638 POINT 768 N 1702 1466. E 1114 7639 269 17 05' 90'09'59' 27 46' 17 50' Tom r 360 N 1782 1166, E 1111 7630 1,98 270 956' 146'3541' 2446 3186' POINT 361 N 17791465. E Illi 7633 T 362 N f OIN 179{ 1966, E 11 11761a I OINT 363 N 1800 2414. E 1094 3249 272 3 00' 90'00'00" 4 71' 3 00' 271 382.00' 21'18 30" 142 07' 71 86' -' Tµ/-97.00_ ,V 9� ' POINT 364 N 1800 2327• E 1097 3243 8� S4lleo \ ~' w� f R. r -� tz BS,o7 ' -8318 Q Q\ roma 365 N 1107 2927. E 1097 3330 I4(Tij �., ` �•w•87,ao Tc-s5- Z V 273 3 00 90'00 00' 4 71' 3 00' POINT 364 N 1603 1803, E 1113 9 130 ' .� �"�f f a• fi`` Q� F. _ __ POINT 367 N 1167 1160. E 1113 4090 sG� P.cc. 274 N 00'09 S9'E. 3 60' l� \L J ��\1` 276 300' 90'0000" 471- 300• POINT 309 N 11{02926. E 1097.4985 �[ Y mac, L-' 84 14 �� \� �? POINT 370 N 1160 2412, E 1094 4985 Ar-.• 3 - BUILDING "C" apt 277 300' 90'27'34' 474• 3 02Pon+r 311 N 1193 02D2, c 1094 6926 1 270 300 00' 70.3 0'27' 369 IS- 212 06' 801►1i 372 N 1192 6926, E 1101 1619 POINT 373 N 119? 1322. E 1112 1473 (11 279 352 00' 70 21 30' 432 25' 249.12' POINT 374 N 1198 1179• E 1109 6381 0 o b \ 290 363 00' 02'19,7 14 76 7 3s' POINT 316 N 1192 1660, E 1111 2627 Gas s�'roR�•6[ r�W Ksr+`Q f 5 I' �,� �e;0/� t o 1 ---�---- _ I/, Ir� 53! 7548 " + -�� + '._. r A��_� .v t n ` �. 266 300' 89.50011 470 99' POINT 377 N 11124232, c 1965730 � Q� �O�T � 45.33 � � �r 065 POINT 011 N 110i /936. E 10936719 r' 900' milt ? �•� Fl �' �2 1 4900 - 02.14 POINT 078 N I \� L - ( � _; - -- - W / T YP1204 9586 1794 2062. E 1207 1021 �k t` POINT 379 N D \ r �` 9 �� r ` -- /= POINT 760 N 1714 4107, E 1209 1426 0 ? 1 r S'/6� o X1043 �• .N7/ 4437'E I - 70 374 POINT 781 N 17041166. C 12106022 N - _ t' (t ,� \ 7� \ d�'� � ��� NO 4064 M 21.2,' 1'UINr 902 N 1779 1166. C 1210 6022 $3.8 0/ t � C�'pf CV I 7 6 0' - 1� 00 4 9 27POINT 383 N 7415 1_ o 1 /� 1 ___- - Z POINT 1601 N 1711 9323. C 12291 3360 ,�� � s OJZoo?- MAINT. YARD � \ A V 378 / POINT 1665 N 1734 1466. C 1241 1816 \ I 12 / /'► ___ __ / POINT 1667 N 1794 9441, c 1094 3139 Fv � v � ••0' _ � � � i1ao9 / 028 7695 POINT 1146 N 2297 9826, E 110270275 4.tS 08� N. 67'13'13' E. v POINT O V� 25001 369 po fn 7 0' �' ( X1.1 0 j8 1 1 1 --- 276 O 271 tR 0 I To2�1 P 1g3 x ; r ,�- Q�k 7 5 i�'E g v ^ w Id 19.001 24 00' ' �� '4 Me 272 + op c - 387 272 379 364 EAST 54 00' 28 Z •sad 1667 o O - 16' m 10 274 NO TN li 0' 1601 p �of - ;- -- _ 361 fµ' y ; 1 r k n�+ ' 269 3s 3 9 366 EAST 4t 64.377 s ��. �? �o 1 0 67 266 273 360 + 3aa 260 702 _ J _ 331 N r 334 1 g SCALE ,{� WORTH1..• 40. h" a9�0 332 2101' o r r 1 EAST {{. 17100' 330 p 1667 set 305 �1 XAIT 80.00' - 1164 q pt' ( rx.x7c� vE1Jor�5 �Xlsrr7JG eL�vaTlor.1 RWW Al 111.5=/ m - NOTE: FOR ADDITIONAL DIMENSION REVISIONS I _ - - _Ica9 _ 10.00' - SEE DRAWING A7.10 146 ' -EAsT- - - - - - - -- - - - D ETAIL I - ---- - 331 - - 216 - -- 960 246 �is5a 246 EAST 4i S TT -,g REVISION TO_DRAWINGS C-15 AND C-15A_ OWN" _ DRAFISM4N ?A- SHEET I7T1.E R.F.I. 648-PARKING LOT " E " REVISION OAR RC.RED. AGENCY D��gy� PG. _ - MA INTEFIANCE YARD AREA) ARCH]F CT_ DATE _ JAN. 6, 1992 �G $ego, PROIRCP TMZ RANCHO CUCAMONGA SPORTS COMPLEX KNGINBSR D,G d A MET No. 4-1 1RC1iTfECT G.P.R.A. DATE _ 2 18.92 CITY OF R. C. SPORTS COMPLEX HNGMRR D G iA. �-r NO. RF148-1 JOB No. PROJECT TITLE -- _--- _- _ __-- _-- _ -- _-- 139.793 0o I JOB N0. eyd" S'PM R09= ALM * PLLKKM'1RCRTTTIM VGTKZXR.4 • 4940 b-TMe Wd. rWIS 104 "Ine ceHf. 92720 (714) 790-9790 GRIUM PIRC ROS[RR A1,YB3 � P[1NNER9 lRCfiITSLT9 [HG31f)t7�4 � 4940 tntne bird.'eulte 244 Irvine calf!. 7 �`G� -- 92720 { 14) 730-9730 `O� � t`, 84 9` �, d'rS c G vt 4�' 4118 DFTAIL DFTAIL » » 1 u, Z 16 Q' P G0 q u S3 ��'ttn' '.SCS TSA pET'TN Ffcj o k� $Z � tM �1n �_ 4ti �R• ; 1 , Z�l Mar. o I I A I *:: MR>< ��%� 0�J • . • � til ( � ��,h �P � I � _-�- r , • . I � N r. o I � a aC/FED 0AA/7•L'O 0 Cc'E55 cveB ` I °0 ' I Tor 3 N15 - �4y �e -_ �h 9 I I i h 041' II '19 iG �y q1' v0 � I l�A% �. 0y 5 I �I I �p /� c r" -- RE 17SI0,%,s_ --- - - --- Q� 'Flo' I V( I -- I ti 2 D '` Gj¢layE t3e�.r I Q II �kYh. DATE � -- DBSCR.IP'CION 4� !2 30.93 5 COnJ51 RUGT1Dr1 UPpkT'F� JAN. 15,1993 I, �,4 � !•oa�% r�r�l. �6, �LA��r�__,ShK�G _/,C lJ-t �po 01 DF:TAIL 0 THBSS PIANS WERE PREPARED BY: FOR PRIVATE Un �_- �- 4WVI F GY'f�/IUf A/ Alekl 5T,¢iP -o,P 0F41A_�ggE -- INI DERBISH, GUERRA & ASSOCIATES � DATE 8351 L'71CA AV%.YLB SU171 150 RANCHO CUCA U 91730 DRAM R, �{ -- --- -- --- -- -- - ------- '� (909) 989-4306 Ek CH6CE0� �+ Lu T4 I � = j T�AYE DATE o � _-_i- I � �' C� LICBriSB NL'1®IOt Q9?Z FIIL J CITY OF RANCHO C UCAMONCA COMML'.,%'ITY SERVICES DEPARTMENT: PARKS DIVISION .' M4T VP i eFL'cLlsTr_dCT OoTeV �... � p h PR0�6CI' AAACB - --� 50 h`� RANCHO CUCAMONGA SPORTS COMPLEX I ( PoeTlou of Mein ste1F � F6+JCE MESO/ 50rr'ceTs 504LL SI�Kf TI1LS --- -- - - - - ------ -- ------- - __I _�_I ,. a� ADJLI�Tr;O gCcaeD,IJC,Lr- ��� - CONSTRUCTION UPDATED DETAILS D A I Em � E .D T AIL57F99 - 2 - DF _ 5 0 DRAWWG No. 22 D 3529 3533 AA lop A 3 00 �� �/" 3365 5�, 3364 F4,. 3932 - 3918 3902 - 3885 3869 3853 GS 36381 3636 635 3838 3367 Ln 3520 �t '� 1 �• 'cb'�{--_ �. � 3521 3518 C,1 oil 3904 7 3855 8363934 _ 0 A� \ F5, 3366 F / 3835 - 3653 ---y 3656 3936 3921 3655 3 � ^ 3905 3888 3872 3856 c �S � 3504 Id° � I 19= Q� � i''i 3505 3502 b, I 'v 7 .1 WEST CONCOURSE u) coo COORDINATES FOR NEST CONCOURSE �� POINT 3366 N 1 . 3 t E 1311.Uu85 + ^� • 215 1 6, lit . I ? � 3669 � - - 3672 POINT 3367 N 2187. 3126, E 1311.0085 zj POINT ,,835 N 2150.'E0 152 E 1 307.5743 2 I 3671 '\a s I �> F•UIN7 3836 N 21 E9. 316, E 130 .4457 , S. 0 �• 4 F� POINT 388 N 2187.7091 387 u, E 1367.5743 � POINT 3853 N 2192.8821 E 1262.8726 3488 485 3 n POINT 3853 N 216.3.31_6, E 1260. 1455 FOINT 3USE N 2145. 7431, E 1262.8726 i POINT 386'9 N 21 y2.51 27, E 1222.5630 � NI 87 N - 87 \ _ FUI 3 1 t16y. 3126 E 1219. B£ pd r I 6'01 NT 38/2 N ::146. 1124, E 1222.5630 "[2...630 ( , POINT 3885 N 2192. 1433 E 1182. 2534 !s u POINT 3887 N 2169. 3126, E 1179.6118 ! `� POINT 36388 N S 2146.4818, E 1182.234 s } _ POINT 314: N 2191 .7740, E 1141 .9438 3 \ >9 h I POINT 3' 04 N 2169.3126 E 1139.3449 F"OINT 391)5 N 2146.6512, E 1141 .9438 b [ 3685 a -f 3668 POINT -JIB N 2191 . 4046' E 1101 .6342 h,' 3687 `J ) J POINT 3y�0 N 2169.3126, E 109.1.0780 � 3471 FOINr 39:1 r3 2147. 2206, E 1101 .6342 O AI 3472 101r3T 393= 13 2191 .03 1, E 1061 . 3246 I 3469 PO I r1 T 3j-4 N 2 1 6 9. 3126, E 1058. 8112 i F DINT ;i; c. N 1147. 5300, E 106 1 .3246 SOI V v' i 1 -�$J� 3702 - -= ' 3705 b , 3704; S � � 9 S 1` p i i ^ �- ti �= S 4+Z- 9�, +t h.. G 5 a V / r ,5 5 5 Z. a 3 55 a f... „r og - - - �a s 3456 3453 K \ 2956 , *�7' 29 2 2988 T • a9 \3305 3321 3336 5 / 2927 �• B 1 i✓ yI \ I P�/ Ito.�,� k2929 _n_ �... 2955 2971 s 2987 3304 3320 3334 � 3718 3721 3720 2930 ti j ol�" A0". " I 4' 2953 ZA 2969 t� 2985 3302 ^� j" 3318 .A 3332 1 3427 3429 ' 430 EAST CONCOURSE- �5 �� S� ' � / b� 3732 3736 - / �� �. ¢` , 3734 \ > REVISIONS COORDINATES FOR EAST COtJCClUF9t COORDINATES FOR NORTH CONCOURSE COORDINATES FOR SOUTH CONCOURSE DATE DESCRIPTION POINT 2927 N 2127.2441 , E 1603.7769 FOINT 3427 N 2-302.3-48(), E 1396.4757 FOINT 3364 N 2(>O9.57,36, E 1488.7415 - - - -- --- POINT 29?9 N 2111 . 1455, E 1605.6396 F0INT 3429 N 2304. 2107, E 1412.5743 POINT 33L5 N 2009.5796, E 1452.7415 12'30.93 $ C&JSIZUCrlo�J UPDATED POINT 2930 N 2015.046 E 16 3.7769r F'OINT 3635 N 2006. 1455 E 1489. 1388 F' IN 4' �� N 2302.3480 E 1428.6719 POINT 2953 N 2097.5759, E 16.68.3461 POINT 3x53 N 2366. 5172, E 1436. 1438 _Z�! �e _ S�ru�r CU-/ e_6/-_Z ea.-; F'G I NT 36,36 N 2004.O1 68 E 1470.7415 4.- POINT POINT 2355 N 2111. 1455 E 16-1 .0732 r _ J 's POINT 3455 N 2369.6443 E 1412.5743 r � �9 ca .'s 2956 N 2134. 7150, E 1668.34F1 POINT 3456 N 2366.9172, E 1389.0048 POINT 3638 N 2006. 1455, E 1452. 171 + - D POINT 2969 N 2087.9453, E 170Q.6557 POINT 3653 N 1961.4437, E 1447. 1719 POINT 2971 N 2111. 14.;5, E 1711 . 341 POINT 3469 N 2407. 2268, E 1433.7745 POINT 3655 N 1958. 7166, E 1470.7413 POINT 3471 N 240-3.9112, E 1412.3743 POINT 2972 N 2134.3456, E 1708.6557 POINT 3472 N 2407. 2268, E 1389.3742 POINT 3656 N 1961.4437, E 1494.3110 POINT 2985 N 2088.3147, E 1748.9653 POINT 3485 N 2447.53E4, E 1435.4051 POINT -E71 N POINT 3661 N 1911. 1341 , E 1447.5413 .4497, E 1470. 7415 POINT 2987 N 2111 . 1455, E 1751 .6()69 POINT 3487 N 2450. 1781 , E 1412.5743 FOINT 3672 N I9281. 1341, E 1493.9416 POINT 2988 N 2133.9762, E 17.19.3753 CONCOURSE COORDINATE SHFFT POINT 3468 N 2447.5364; E 1389.7436 FOINT 3685 N 1880. 1829 E 1447.9107 POINT 3302 N 2088.6941 , E 1789.2749 POINT 3502 N 2487.8x60 E 1435.0357 FOINT 3687 N 1878. 1829 E 1470.7415 THSSB PIANS WERE PRFiPAR_HD BY: F'UINT 3514 N 2490. 44.39, E 1412.5743 POINT r - - -- -- -- -- --- -- - -- POINT 3304 N 2111 . 1455, E 1791 .8738 36E38 N 188<?.8245, E 1493.3722 Q F'OINT 3505 N 2487.8460, E 1390. 1129 DERBISH, GUERRA & ASSOCIATES POINT 3305 N 2133. 6068, E 1789. 2749 FGINT 3!C) N 1840. 141 E 1448.2801 POINT 3518 N 2528. 1556 E 1434.6663 ' 833' U7XA ATB.\ll SU71 '50 RANCHO CVCA CL 91'730 POINT 37��4 N 1837.9160 E 1470.7413 �• POINT 3318 N 2089.05?5, E 1829.5835 JULY 29 1992 F'OINT 3510 N 1530. 7! 18, E 1412.5743 ' (909) 98'7 u06 -- POINT 3320 N 2111. 1455, E 1832. 1406 1 F'DINT 37i)5 N 1840.5145 E 1<93.2028 POINT 3321 N 2133.2375, E 1829.159.15 POINT 3521 N 2528. 1556, E 1390.4823 POINT 3718 N 1800. 2053, E 1448.6493 POINT 3529 N 2556.2470 E 1392.2654 NAl[E DATE Ek �-- fOINT 3332 N 2089.4228, E 11369.8941 ► POINT 37=0 N 17 37. E 1470. 7413 -- -- � POINT 3334 N 2111 . 1455, E 1872.4075 F01NT 3531 N 2551.8()45, E 1412.5743 FOINT 3721 N 1800. 2053, E 1492.8333 NL U NSE OU e9 POINT 3336 N 2132.8691 , E 1e63•E341 POINT 3533 N "2555.3942 N 3 E 1432.8077 CITY 2 O2 FILE FGIOT 371 N 1759.8'357, E 1449.0188 I F RANC114 C UCAMONGA Z PINT 3734 N 1757. 381wT /3, E 1470.7413 V l l L! FOINT 3736 N 175'3. 8957, E 1492.4641 COMML'NITY SERVICES DEPARTMENT: PARKS DIVISION RANCHO CUCAMONGA SPORTS COMPLEX sixgr tzrLa --- CONSTRUCTION UPDATED DETAILS ' SHF.l!7 3 OF DRAALNG No. ------------- SZa92 s o,e "I411-el,o��' �i x loom �r�� r�°-r�on .� �.riys �Ji CITY OF RANCHO CUCAMONGA �omr b°•'- � ' , d�,s I SPORTS. COMPLEX PLAZA AREA FINISH GRADE DETAIL H 14 w! duI to , , --4 - ` 51Q8192 W �� � ze \, ,ey Oki •: pyo ."�IrF '� fiti dd �},6° eEFE2 TD LAUVScA?E ArzPlTECTk PLAQS FDC C605TCUI-T,00 DF PECFERATEp DRAW PIPE SYSTEM. �� °/ h/ L?J�[/NECT TO oEPF 4�. r 9 4 ti `.wt- 177n L -A CHEZ ( G --- - ��E �,E Ic' SSP 3S�!!L o _. r.rn f�nN�Et °, � - - - - P ¢ D i 4180°,� gCENCH£rC - T • -- IJ IV LJ L__ N i nil� •"' � 1 lb Ellen s,uacE _ St.EAcNeG = �y' . �,, _ -- ^n-�`' --- 4 S'O e J� .orC S — ,----- rULF vcan nvE /OS' ��� iq.A� /- _ Q .,�a� �� I y I ��'o ' e 1�� or L4 ju 4ti PxEAGuEe - -- y s�xcE - gTse, L'ElrSED Tli/F� Eleva� on I �( L �_�8 }t �j B�En�►�EZ - 1iL rii., -- q'b4TPiCiylGPvF I .I I _ � ` / B�E�•�G N E R- $ � Q2s'•cic�CT,O f E.Pj Q I S I�pf� 1 _ _elel Hofcd &,rf on o� A Trench q-a,n 5/Z7/9Z �` O� Added PetdeJ Por f.en of Tr,,,4 �` ( �� ��/ 1 -r- - rr,.;on That .A,a5 vcLe-fc,d I Jp' �.s € 4 �, ,. � 1 C rl^ a4 1 1 � �� ff.SO Ih {?c�IS10n� "SlZg9Z Qb VV � '- I e �� /�� P :.oA J � �m _ 13LE AG P E �- af Z i $cEAcNEQ y �� V �►2 QI f C Ot. �I �, �I I ,�/ [ (�o• sEE sEc l ►.1 B I r r �. -S � �• L°f f r N � --�— — �'� '� � �� FC� A D D'l*. F�-MAT l Of�S', t4 77 fife >�; ��•' r r,C/ - - - v I ----+ tip 50 r +`r a 9 �9 � 6 �/ �/fJ� G. �ti, �h: y/ i, � ,' V � ��� i •I `� 9 L1t.ECS Q � I ° �. S %� 6 ,�✓A� a�; �fs V Gft IEAcN . • VgPiFs F�,� 1 / � , V ��EAGNEs✓S ( ^ �1 �y- ^g;S I �{a"I►G J 6� ;4/ 5 a' �t9E p5E Lis II° < p".'off' — -�. I SQ� � � "�° � � '►t�' �� / ' rc �,�+� I i r ------ --- � � / �� bj lo/ `� � �i�-� i� c1 � j'� Z:G A j I FO.P•s/E:7 F/�CE �, �� � ------------ ��� — � <T mps �l/GOUTS �- �� �- S f j °� s�T�o ►.L A — A �= RE`;'ISIOA'S r +e1' +a/ !0 � - �c sn�E -p DATE DESCRERTION :--- � d s Co StRuCTio� r1PDaf® G�Z �^ W BcEAc►�ETz- jf I � , tt ♦ /J pL e� Q -w ` 11 w' �. I w Iq L 0--lF Al�14 llkk �I.EAcN I f �' -- - - — �----�� n, � — - - — I THESE _PLANS 1fERE PREPARED BY: FOR PRIVAWITTAI. DATE � j �i� ( I I — DERBISH GUERRA & ASSOCIATES )l_,- i' n m S• �i 4`- ®p /Si ,�/ ^P 0� 4� $�g aE�s Y^r1D i r" I 8331 U7:CA AsBNT1 SU779 150 RANCHO CUC4 CL 9+�J0 DRAYN (909) 9e7-.Jos Ek CEIBCI�iD 1 QZ C - v y I _- ' �� q qh, + NAPE DATE ,�'�� UMNSE �KR 99ZZ4 FILE CITY OF RANCHO CUCAMONGA � COM�fL- ITY SERVICES' DEPARTMF,NT: PARKS DIVISION $}34 RANCHO CUCAMONGA SPORTS COMPLEX SHUT T1TIE _SG.�rS"4l,C F/E!O T.F'L�iYc'.y o,�R _carr-of .�c' D RA-F yAK ,PZw �J �°ryh I i � �� �� CONSTRUCTION UPDATED DETAILS O.P,4iN.f�f'f�/.!"EO G'•f"r40ES ARCHCTFCT-GP.PA_ � I DATE _- f Ve PROJECT TM.B _�A.Olf t'.� CG�_P�_N?�4 RNGINRHR _�G ' sscr_ SHRhT N0. s E G T � D >,�! 8 J° rPlJ' fLttf�'EX JOB N0. r� scA�� CRTIIIA3 PIRC ROSixR Ai,TB3 • PIJIIfNaR44 ARC'AiT'B(.'f9 >SNCIN1S1SiL4 • 1010 [eine 61rd srrlte P01 ir�-ine Celli. ?2720 (7I1) 7'in 97:30 V I rL , I SFiEl f —`} OF \ \ I I 0 DRAWNG No. OT _ 3 3 D I L i I i i I ` T c n N I y i \ w - a v f C \ K --� �6 00 77- a Lwc 15 �tS x a -aM K se y 1' 4 0 •�- c s A D PD �i M p,2T 1 UPP \ 1 J Y 0 —- o 1 9 P , o � , ti 14, n V 1 1 / % - RANCHO CUCAMONGA SPORTS COMPLEX -�� k REVISED GRADING AT SCORE BOARD / �y �• 8 633 � RAWING NO. 95 - 1 84 RE i"ISIONS 8�. DATE ---- DESCRIPTION i t 30 91 e. � A41d_ Slx4 GU-/, Cd-21.013 Gil"4, W-6 z - - - ---_ _-- ---- --- — -- _- -- -- j, �� ` TRES-Z PLANS DERE PREPARED_ BY: FOR PRIVATE USK INITIAL DATE DER9ISH, CLERRA & ASSOCIATES e53+ UTXA AVIV 'd SL771 190 Reviceo CUCA Ck 9+730 DRAWN (909) 9V-I306 CHRCM NA1[E DATE LICENSE NWER VW4 Fu V) 1 - - - - - � - �- - -- - �---- _ -- - --- _ __ ---- • � � � CITY Y 01�� RANCHO CUCAMONGA v COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION I', c � PRGJki'I FAMR / RANCHO CUCAMONGA SPORTS COMPLEX sHnT TITLELn CONSTRUCTION UPDATED DETAILS O OF -- 0 DRAWNG No. 0'� 2 73 NG SR S COMPLEX CURVILINEAR SIDEWALK SCHEDULES ROCHESTER AVE. ARROW RTE. � at Ona Off oto Center Off-mot toA � nation Front of Welk Station Front of Walk 37 + 88 D - 8.03' H - 0.16• 104 + 83 D - 9.33' H - 0.19' 38 + 00 D - 10.30' N - 0.21' 105 + 00 D - 9.90• H - 0.20' 38 + 25 D - 13.72' N - 0.27' 105 + 11 D - 10.00' N - 0.20' M 38 + 50 D - 15.60' N - 0.31' 106 + 45 D - 10.00• N - 0.20' 11 138 + 75 D - 15.96' N - 0.32' 106 + 75 D - 9.44' H - 0.19' 1 39 + 00 D - 14.79' H - 0.30' 107 + 00 D - 8.11' H - 0.16' 4' 39 + 20 D - 12.77; H- 0.26' 107 + 25 D - 6.201 H -0 .12; GENERAL NOTES TEMPORARY BENCH MARKS WALK 39 + 29 D - 11.64 N - 0.23 107 + 50 D - 4.24 N - 0.16 --- - - - - 1 EASEMENT 4. " VARIES 39 + 50 D - 9.33' N - 0.19' 107 + 00 D - 3.50' N - 0.07' 1. All work shall be done in accordance with these plans, the SEE 39 + 75 D - 7.59' N - 0.15' los + 00 D - 3.84' H - 0.08' p , SEE SCHEDULE AT GMT 40 + OO D - 6.46' H - 0.13' 108 + 25 D - 5.19' H - 0.10' City of Rancho Cucamonga Standards and the Standard IQ 1. SET HILTI NAIL 3 W I' E/O EAST RAD.US T.C. DWY S/SIDE ARRO%Y 1 ST. PLN'S "H'�1MRiES SEE it NEW DWY - CO. S.B. BENCH WAS RENC'VED i 1 ' 40 + 09 D - 6.28' N - 0.13' 108 + 50 D - 7.58' H - 0.15' Specifications for Public Works Construction, current ELEV. . 56.455 1 I SEE GRAONG SCHEDULE AT RIGHT 42 + 29 D - 10.19• N - 0.20' 108 + 75 D - 11.04' N - 0.22' edition. Contractor shall be familiar with and shall be INAN FOR BES44- 42 + D - 10.00' N - 0.20• 109 + 00 D - 14.62' H - 0.29' � 44 responsible for adherence to these Standards and P. SET HILTI NAIL d W IN T.C. AT 4TH ST. LT. W/0 ROCHESTER + 04 D - 10.00' N - 0.20' 109 + 25 D - 17.56' M - 0.35' S/SIDE ARROW I 44 + 25 D - 9.79' H - 0.19' 109 + 50 D - 19.87' H - 0.40' Specifications. f THI 1 44 + 50 D - 8.72' N - 0.17' 109 + 75 D - 21.54' H - 0.43' p ELEV. " 57.61 _ZZZ_- 2,Oq�-- M + 75 D - 6.74' H - 0.13' 110 + 00 D - 22.58' H - 0.45' 2. All pipelines or substructures of any kind, telephone or Q 3. SET HILTI NAIL d W P W/0 BCR S/W CORNER ROCHE5TFR d -- -- - - -- - - I 45 + 00 D - 4.71' H - 0.09' 110 + 30 D - 23.00' H - 0.45' Power poles, water meters, valves, fire hydrants, etc . , shown ARROW I or not shown on these plans within the right-of-way limits or ELEV. = 56.905 i y I 3 45 + 25 D - 3.47' N - 0.071 110 + 50 D - 22.64• H - 0.45' r `.o 45 + 52 D - 3.00' N - 0.06' 110 + 75 D - 21.25' H - 0.42' in adjacent areas where i NO - .A 'A ` �- 45 + 79 D - 5.48• H - 0.11' 111 + 00 D - 18.80' H - 0.38' ,� improvement work is to be done shall 1�1 �; � � - r - + - - , be removed, relocated or protected in place as required at i PROJECT LOCATI 0 N !2 �� �� 46 + oo D 7.92 M 0.16 111 25 D 15.67 H 0.31 no cost to the City of Rancho Cucamonga. Wf 46 + 25 D - 7.93' H - 0.16' Ili + 50 D - 13.43' N - 0.27' �+ 46 + 56 D - 6.83' H - 0.14' 111 + 75 D - 12.23' H - 0.24' 3. Any contractor performing work on this project shall �' t' CURVILINEAR SIDEWALK DETAIL familiarize himself with the site and shall be solely 11 i �� 112 + 00 D - 12.06' H - 0.24' responsible for any damage to existing facilities resulting 112 + 25 D - 12.93' H - 0.26'112 + SO D - 13.70' H - 0.27' directly or indirectly from his operations whether or not �` •112 + 75 D - 13.42' H - 0.27' ZI ARROW 113 + 0o D - 12.10' H - 0.24' such facilities are thine on these plans. �& Y� SEE SMT. S SEESK4 s►rt.7 113 + 25 D - 9.71• H - 0.19' 4. A permit shall be obtained from the City of Rancho Cucamonga Q' , 220.00 STREET STATIONING 113 + 50 D - 6.62 H - 0.13 Engineering Department prior to any encroachment or � rn `dl JI W+ � ' Zo' �� 113 + 75 D - 4.40• H - 0.09• construction within the City of Rancho Cucamonga easement or �I �' low- 114 + 00 D - 3.21' H - 0.06• right of-way. h EXIT. MRtIlJOL� ti O t 114 + 16 D - 3.00' N - 0.06• 5. All grade stakes shall be set by the Contractor or Engineer. ��` s W W / v Paving stakes shall be set at all hinge points, edge of pavement MA / � �7 X I Q4V __ points within 0.01 foot of sub-grade elevation and at not more �i r I 1 t� all FT: than 50 foot intervals. Additional paving stakes say be required by City Engineer as needed at warped or verical curve areas. 5�? AT 8 SF R• 6. All sewer, water, electric, gas, phone or other utility Q a ,��, BUS BAY CURVE DATA laterals, mains, or crossings shall be constructed prior to 0 0 0 0 e paving. 7. o BUS BAY M N R. 92.50' Paving shall be performed in accordance with R-Value and ?Z.00I c o PLAN VIEW N L• 3o.ss' Pavement tests taken to determine structural sections (prior t� T= Is.42' to PAViN6.) ° V I LINTY/INDEX MAP N.T.S. O A= 12'40' 49" 8. When improvements are to be placed on native soils which ., R• tos.00� consist of a rocky material , the sub-grade shall be prepared I 2' VARIES 0'- 10' VARIES Re 45.33' by removing all rocks which protrude above the sub-grade and 3 e SEE Pc N FoF '►4' T"I Le 22.38' all voids or depressions shall be filled with a fine grade material of a quality better than the native material.9. 11 VARIES t'- ►2' o ar n,?/ f_ ren s or �l/ n If the asphalt concrete is to be placed on sub-grade, a soils 97- ¢' : C/ r1 3 T y L% i e C:»/ F� :,e�5 8'2(0 Steri ant registered by the E.P.A. for use under A.C. and "RE " 6*6' �1 Ir.e ASEgA1l TrOVSlT!M/ cWSTWTION MOTES M SIKET TWES SIDEWALK LAYOUT IS CONCET'TUAL ONLY P.C.C.WIRE � . F L. 1 F.C.C. shall be uniformly applied at the manufacturer's _.� recotmt�ended rate for the full pavement width prior to paving. _ DEyA/L � ��.��a��_ NOTE TO CONTRACTORS N.T.s. Approval of the final sidewalk layout shall be monde r 10. Estimate of quantities is provided by the Engineer only for _ 'rhe e�tl�tence end locRtioti of any underground utility pipes or' 1. All street trees art to be placid In atcordartc! with City in the field and ad justed as necessary to meet field "C.f. y p pthe convenience of the c01.const uc The contractor shall make structures shown on this plan are obtained by a search of his own determination of construction quantities before Standard 601, conditions as approved by the Public Works Inspector andsubmitting a bid. Any item of work required by these plans Pro ject Planner prior to final construction. 6, ,S' available recordR. To the best of our knowledge there are no which is not specifically listed in the estimate of 2. AT1 Strut tr!!S Shell b! Staked and planted actording t0 C1ty existing utilities except as shown on these plans. The contractor '� -= iR requiredto take due precautionary reasuretto protect the quantities shall be considered as included in the other itemsStandard 6052 or 6058 as proxllnity to hardscape dictetes. ` utilities shown and any other lines or structures not shown on of work. 11. Street signs per City of Rancho Cucamonga Standard Numbers 3. Sackflll mixture of all strut frits shall be per the theRe plans. 401 and 402 shall be constructed at each intersection. * NOTE REGARDING STREET LIGHTS 8•THICK C.AB. recom-ndntlons of an agronomic soils report furnished to the All contractors and rut-contrectors perforrJnq work shown/on or City Inspector. CONTRACTOR SHALL BE RESPONSIBLE FOR � ll BUS BAY DETAIL related to these plane shall conduct their operations so that all 12. City approval of plans does not relieve the CONTRACTOR from INSTALLING CONDUIT, PILLBOXES ETC.. Q✓� -clal Ale'�e = employees are provided a safe place to work and the public is responsibility for the correction of error and omission 4. ND Street tree Shall be planted where the center Of the trent 1s AS REQUIRED BY Southern N.T.S. protected. All contractors and subcontractors shall c D Bevis ions, gy Pyr bash, C�aerra � 4ssoc .� comply with discovered during construction. Upon request the required e10Str than three feet (3� ) to the face Of Curb YnllSS OthenrlS! California Edison FOR STREET © the "Occupational Safety and Health Regulation" of the U.S. Ian revisions shall be ► LIGHT INSTALLATION AND PAYING FOR IncLyJe Ivt,sc. ►�o�es, Changcs, ►Jew Plan Department of Labor, and with the State of . California Department p promptly submitted to the City noted. LIGHTS (TO BE INSTALLED BY Southern ShcckS An� I.�I,_�cJ I�kems As 11oica of Industrial Relations' "Construction Safety Orders." Engineer for approval . California Edison) AS A PART OF THIS on tLc 1"J,v%dual s6ce4c, an 13. Work site and exterior streets shall be in a neat, clean and S. All Street trees are Subject to Inspection d acceptance by the PROJECT The civil engineer shall not be responsible in any way for the hazard free, orderly state throughout construction. Site City Engineer. contractors* and subcontractors' cou+plience with the "Occupational Safety and Health Requlations" of the U.S. Departwent of Labor or shall be cleaned upon request of the inspector. REGARDING POWER POLES with the State of California Department of Indurtrial Relations' 14. Contact UNDERGROUND ALERT 1-800-422-4133 and the following NOTE: REFER TO LANDSCAPE ARCHITECTS PLANS "Construction safety Ors." Utility Companies as required, 2 working daps prior to FOR TYPE AND LOCATION OF ALL TREES CONTRACTOR A BE RESPONSIBLE FOR COON- FALSE CURB b GUTTER rde• DINAT excavation. NG AND PAYING FOR RELOCATION IE POWER POLE BY GENERAL CONTRACTOR Contractor further agrees that he shail' arsu" Role and complete POLES AS REQUIRED BY UTILITY COMPANIES 3�9 v reitponribi lity for job site conditions dura the course of S4F4 0. 3/8" SAFETY FLOOR construction of this project, including safety of all persons end �r C'S'T PLATE property; that this require"nt shall apply continuously and not be limited to normal working hours; and that the contractor shall SAFETY C00,9pA,C& 1/2"„ 2 1/?'STAINLESS defend, indeimlfy and hold the owner and the engineer har"Iews CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES CHAIN c�F / STEEL BOLT-2 PLATES frees any and all liability, real or alleged, In connection with the performance of work on this project, excepting for liability sjaz ® NOTE: arising free the sole negligenoe of the owner or the engineer. CONSTRUCT 8" CURB W/24" GUTTER PER CITY STANDARD NO. 303 L.F. 'PENDING CLEARANCE 5BE r of 10 FO Irl ►- �rTs rolz c.u.P g�-rs sY - - RELOCATE EXISTING POWER POLE g EA. p Q TO REAR OF BAY. © PAP -,�5 IIIc-. a-CONSTRUCT 4"A.C. OVER 4- A.S. S.F. ® •c• L © a-- CONSTRU,;T A.C. DR;VE. APPROACH 'PER ZETAIL, SHEET 4 1,280 SF ® • '° • A15 (1p� ftCriod MATO JeI501dna• 3 CONSTRUCT PC.C. CURVILINEAR SIDEWALK PER CITY STANDARDS 304 $ 310 7B98-- S.F 9,698 (SEE PLAN FJ,q "'IDTH1 �t ✓ �, 4a ®f Ee sc�>a vu� f flErAi� �+Ee£-oi1. 0 I ficial Note: Street right-of�way• noted on the plans as --CONSTRUCT SIDEWALK RAMP PER CITY STANDARD N0. 3/0 4+- EA. 0!5 I EA. ��� ��� 5\o�v1 proposed" and "proposed ultimate" has not been fully 17 080 � RELOCATE EXISTING FIRE HYDRANT PER WATER PLANS �,�- acquired. The Contractor - shall not begin work in areas 5-CONSTRUCT VARIABLE A.C. OVERLAY S.F. ~w; 'o�' e• beyond existing right-of-way lines until acquisition is �- CONSTRUCT CATCH BASIN PER STORMDRAIN IMPROVEMENT PLANS N.A. ®--- CONSTRUCT FALSE CURB a GUTTER PER DETAIL "A", SHEET I t�' EA. \ �' 'J completed. 7-CONSTRUCT LOCAL DEPRESSION PER STORM DRAIN IMPROVEMENT PLANS N.A. - MANHOLE RING t COVER See Sheet C3E, qJ rf 3;�� xyn> >�cvcrr,th�s �: �i -�-- RELOCATE EXISTING WATER METER 4 �A• �� _.�, ,�� �� Iz Q3-o4. ikev. drei�.��� ' PART-&-A ?' AddeJ ao+es, Ads Quant4yes Fvr- sue Bay (D-ADJUST EXISTING WATER VALVE COVER TO GRADE E EA. ® I EA. : - 4 CURB t GUTTER © � Pocl,cs{Cr I< Fc.vi h-1L ®---RELOCATE EXISTING S.C.E. BOX T : Q Dele4e,� eC.$. Arrow. M«It�,ec4 S3i eek Irnf ro,,c-~Arms. 9-ADJUST EXISTING SEWER MANHOLE TO GRADE R E& © AELi METAL PAR :�:'.';. '' NOTE: 4d a4te uANt,•t �- . 14� r, CONSTRUCT A.C. CURB ITURN WITH LANDING AND RAMPS I Q;�r ��Si^, BE GALVANIZED v INSTALL STREET LIGHTS PER SIGNING bi STRIPING SHTS. 8,9 61)0 .: ' WORK SHOWN ON THIS DETAIL * �O _�, I9 SEE DETAIL- 0" SN'rET (o o f to cQe -` ��� TO T DONE BY GENERAL REVISED CONST. NOTE QUANTITIES, ADuED T.B.M. NOTES 12-7-90 -* ' CONTRACTOR. COORDINATE � /I - INSTALL STREET TREES PER LANDSCAPE ARCHITECTS PLANS N.A. -gdJJr E c,.7 E . A/Jan hotc �o Grade �� � _ ' `��ti ar �� WITH GENERAL TELEPHONE CITY F FOR ADJUSTING RIM/NECK OF DESCRIPT4AN 0P REVISION DATE NOTE - TO CONTRACTOR , 4`� „ 2C MANHOLE TO GRADE. 4 WEEKS PPROVED 7433Fa �� ` 9M p N NOTICE REQUIREG. iz REMOVE EXISTING A.C. PAVEMENT S.F. LO _. �-_ __..,._�___- ..- __.__...______ _. . _.._ � I� �` � ��� THE QUANTITIES NOTED ARE PROVIDED SY THE ENGINEER SOLELY N0 ?�3i'' I' Ear; o DETAIL A CITY OF RANCHO CUCAMONGA i3 SAWCUT TO NEAT, STRAIGHT EDGE 1'I S3 L.F FOR THE CONVENIENCE OF THE CITY OF RANCHO CUCAMONGA ���` '°'t 9- �� N.T.S. REDEVELOPMENT AGENCY. THE CONTRACTOR IS HEREBY NOTIFIED ' �- REMOVE EXISTING A. C. BERM 1993 L.F. © TO PROVIDE THE AGENCY WITH A DID BASED ON HIS OWN �'ar --'-''t ��`P L �• STREET IMPROVEMENT PLANS & DETERVINATION OF QUANTITIES AND A COMPLETE JOB. F '� ``�- Ng o._. - PARDUE, CORWWELL £ ,45500. INC. - -`' 1 saA�3 - .-:.. 1451 QUAIL sT. 5U I TE 101 IJEWRD�T BE.QCN 92660 SIGNING 8� STRIPING PLANS o 330 LF -gd��Is� e,ctsl. w�}u Mafcr �o grade PN. 114•-41G-6486 FAY, 114-416-64.24 ROCHESTER AVENUE 3 REMOVE EXISTING P. C.C. CURB & GUTTER o !�o CONSTRUCT BUS TURNOUT PER DETAIL - SEE SHEET 1 2 EA. SPECIAL NOTE : BENCH MARK REV1510N PIZEPA,REO UNOEV THE 5UFERVI51C9 FROM ARROWROUTE TO FOOTHILL BLVD. EXISTING OVERHEAD UTILITIES ON THE WEST SIDE OF : ARROW ROUTE BOAT SPIKE d WASHER STAMPED OF �s_____� �i FROM ROCHESTER AVE. TO 985't EAST © !7 CONSTRUCT 8" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. NO. 313 Iq77 L.F. © ROCHESTER ALONG THE SPORTS COMPLEX PROJECT S.B.CO. B.M. IN SOUTH T.C. ARROW AND 1486 EAST FRONTAGE SHALL BE UNDERGROUND FROM THE FIRST RTE. 1175 Wo INT. ROCHESTER AVE. JAF'F_5 H. PARDUE KC.E42758 DATE IB CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY STANDARD NO.* 305 6 EA. POLE SOUTH of THE SOUTH PROJECT BOUNDARY (STA. AND ARROW RTE. APPROVED BY: 36.65t) TO THE FIRST POLE NORTH OF THE NORTH ELEV.= 1158.41 Iltf�I 4 �tR ��^� DAT - ,d�� tel " CITY ENGINEER ! R.C.E. NO.�.• ,` 9 5 EA. PROJECT BOUNDARY (STA. 47,,28.5t1 AND POLES REMOVED. I -, REMOVE EXISTING POWER POLE )SEE SPECIAL NOTE SNT. I OF 101 DESIGN [,i r elsli, GUL:RRA A ASSOCIATES, Inc. RECOMKIENDID & --EXISTING TREES TO BE QrMdVED.A / K EA N'!= _ i�,�- ` _. --CIVIL ENciiNrris CONTRACTOR TO PROVIDE CONSTRUCTION BREAKDOWN FOR POSSIBLE �. UTILITY UNDERGROUNDING REIMBURSEMENTS. R`° DRAWN 8331 UTICA AVENUE SUITE 150 sHEET RANC110 C CAMO A PO T ZI REMOVE EXISTING IRRIGATION STRUCTURE I Ea R. C., CA 91730 (714)967-4306 15 1 remove- F,ber Opt`,c Warning Pos•(� �•® .t� --�"�' � � OF /O ® �- CONSTRUCT STREET LIGHT PER TRAFFIC SIGNAL PLANS 32 Consfra�f 8i1 Glrb Only per c,ly �� QC. s4cl. Flo. 303. . 5� L.F® �j` _' :, CHECKED DRAWING No. fr�Ic>t B Ls Bsy TrartSrf,oca P Defa�L, Bus$ay Pef&,L 'v Neter-on. vi= 11.001) 1 F 1 , - D ie�Dv 3t, Lane c; ° ' R.CE No 29224 Exp. Drte T om' �t YI.��•1 �`t V * t ��12, J � _ _ _ _ -._...... .u. _....s....-.._.,..__.... _..._.-.. .,s t, .....:......:..... ...... _.-..... ... .. -._... .... -.,,_.. ,__. -,_-. .-..-. ._-,... _..._.. ...-._,-. .-_,_ ,. __, . __ _<. .- .._... .,.. _ -. ....a.._, .Y .._y...v._. .- _. n_-_... _. _ >. ._..... - -. ___ - _— "' __.-._ -...4 _.. _... . __- -_ ,_..-..... ___ ,.-._ . .,. .. ,...,.__ .. ... s«. ,.. --•_ _:- _-.N-,. ,. ... ..- -r-..._.,._.-...,,--..,-.a__-. .... _. -.-- y,.._x-.. _ w -. ... _.., - ___...,.u_ .,..-...-. -.z...-.. -.-.-..-Y`....-•.-....... ,-.. .. ...,x.<....--_ -.� - _ R Boat spike & washer �+ g Stamped S.B.Co. B.M. In south PROPOSED T.C. PROFILE ' 38' W. OF � � p; T.C. Arrow Rte. 1175 v46 Int. on Rochester Ave. and Arrow Rte. }}f Qfo ELEV.= 1158.41 ov c�,P.a dIP "tj # 1 ,66 '/_ _ _ N Nm '' iy 0fA M3 eAzzrj - - -- - '` - 116 5 M1: 116 5 W. - 0 +b ti m r1n J to 1.SSZ PROPOSED F S. AT fj h e fa // o � vn � 66% ` J � /¢ ¢ 25 V.ci. I M p n; {o } 6a eta Rr.- COZ• 14 0 ,o h m m \S M .C. r11 50 5�.5� /�"5 ✓ b y m I• - �. 1165 11 6 5 - _� f � pr. - o ` � 5 ��sr on b ' '� - -- 3. G� 17.0 FUTURE T.C. PROFILE SO' E. OF J. , %) � � - i (+0.50 . I N � N �. 1+1 : o a b `� �, �+ f 116 5 E . EXIST. FS AT ° N N �, J f PROFILE { W HORIZ. I"= 40' i i < SCALE " . , , s VERT. I = 4 27+00 28+00 29+00 ;,36+00 3t+00 x;00 33+00 34+00 36+00 PLAN 36 00 v 37+00 CURVE DATA ARROW ROUTE b /g SCALE I"= 40' ? e SEE SHEET 6 OF 10 I� Ip IB (/g� w a Q DELTA RADIUS LENGTH TANGENT k Q `*' t� N I� LE tt 1 w ® ,, �PDR7S CD P X 4 y II B 90°40'50' 35.00' 55.3 9, 35.42' ! I :I v 3 j th NORTH ° 0 4 , j V; I I a v^ SEE ON-SITE GRADING �'► C 89°19 /0 35.00 54.56 34.59 °� II I i go p a A.P.N N . 229-DJJ-23 Z �p a PLAN A �, H 89025'49" 35.00' 54.63 34.65 II j I �� o In N �� AG G 27JTTJ /DJ CAR i`� �a9 �JJ J �I k " �� II IIa y, m rt D A 1 _ �Iw JACK KENNY DR. ., �` \) C' Q en a r y ( V 3'yf a q•Q � 1 I I ` p .I,V 1. a 0 �I V ��y V \ `� J �)✓ �►t �, 0 M1 !� I 90"34 11 35.00 55.35 35.35 a o lu )QN 3 1 W �; M Z Z .ti. W k V e� ,� V � �.! M hi � ��� - _ TORE 12 C &G m �b 1 1 ; P P R/W-, _ _ _ - _ = X. = fit/W ` Z f c � O `O f✓ —-011 ____ _. _ t,��(U Q �p� z d� � o � v b 2 q - - -- -- - - - - - - - /O - S - - - I w - - - - E 1 /ST .0. /�EPM- /a - S- �i �-��. P20VIVE BE,e /1 CUT bOx1,J��Lf=_ T 17 h- - -- -- — — — -T — — — — — — — — .�� _ s, cr,vs reuc r ,o.c. egMvs ¢ csa vfl qty PEE .sc1 E kT toe io I T W - FUTURE �\ -. hyo fvTvtF G e. — — MATE R/W m - _ _yea s r j Te a1" /� /OA -- evs Tx,vo�r' r C k' F/BE.P O.�T/C5'�•4c9LE" 1: a . V `� LL W M `3 3otoo fCoc�'/ES P I►� �' -//,0 m4.S9 acK r,, e PeDPaS�p ��u1 rL . A m o- , o , �f► V f a,Q ,ter ri o Oit/l�P/�Cl TlI EC it/f�.qC' r I 1 v 11 r, I * N k E D \ C CONSTRUCTION NOTES I 4 f��x� �a M � � N F 7UR A� R��x ��--sT�� ' � ' ROCHEbTER AVENUE 13LVD. /—CONSTRUCT 8" CURB W/24" GUTTER PER CITY STANDARD N0. 303 -/o I 0. »8fe4• �s b` j � 'r ? ' �I 42'�r. ExisT. A.PIy. ���-p�)-�lJ. I ,, n, r a o � , 1 -.Af.P ,r/S" A.PN. 229-�J?J-.�� � p r�D� O IZI3o113 PART—A �—2 CONSTRUCT 4 A.C. OVER 4 A.B. J a , a �� c, :��C.E' . WANG A r I ai � i '1• YY!'1N t7 pFs/ofEp StnEE-f I- E►+(tS PEk /GL Pc.a.JS lS ./012� ,./ERE-o./, n ' r 3—CONSTRUCT P.C.C. CURVILINEAR SIDEWALK PER CITY STANDARD NO.S 304 8 310 N h I I W ! Is U �o A.G. �/G�VA sw�./ rrDf-*-cl> sKe-'r1o,./ of'T7�T �' �PPROVED , + 4 CONSTRUCT SIDEWALK RAMP PER CITY STANDARD NO. 310 N o �) ! 64 64' OR VARIES DESCRIPTION OF REVISION DATE CITY ti 50 50 OR VARIES 14 ,1 CITY OF RANCHO CUCAMONGA 1 B, 2 0 10 ONSTRUCT CATCH BASIN PER STDRMDRAIN IMPROVEMENT PLANS pp ' CONSTRUCT LOCAL DEPRESSION PER STORM DRAIN IMPROVEMENT PLANS SEE SHEEVR OF 10 to 2 /2 12 12 d ,• PLAN AND PROFILE 0. o ti o +•1 0 0 2.0 0 /e 1.5 /o /.00 % 1.00 % 1.5 /° 2.00% ROCHESTER AVENUE ' I z � M REPLACE NOTE 2V A REMOVE EXISTING A C. PAVE ENTDJU T EXI TING WATER VAL E COVER TO GR DE6 S S 0--- 3 a a 3 0 Q M W 3 � 1 i o M W RTE TO 667 1 N .LY 1 a; FROM INTERSECTION ARROW �= F T 9 ADJUST EXISTING SEWER MANHOLE TO GRADE RELOCATE EXISTING POWER POLE o �- '� v~i 3 W 1 W i to FLU - �- t- 3 �- cn /o INSTALL STREET LIGHTS - I x 4i W � i- &— ( PER SIGNING a STRIPING PLANS - cn Q �, @---RELOCATE EXISTING WATER METER to °p 4' ® ~ i W Q RANCHO CUCAMONGA SPORTS COMPLEX DR 90-04 M ISTAL L STREET TREES PER LANDSCAPE ARCHITECTS PLANS 3 "' �++ o I9` w( - w. z /7 CONSTRUCT 8" A.C. BERM PER RANCHO CUCAMONGA -' 0.2� oa' 30' 12 12' .30' I? .28' a � APPROVED BY: DATE:��-tl�tO Z) o � --REMOVE EXISTING A.C. BERM STD. DWG. A!O. 313 n cc CITY ENGINEER ^^ R.GE NO.k-9-42— k. o; Ix a � . 10 } REMOVE EXISTING P,C.C. CURB 8 GUTTER CONSTRUCT STREET LIGHT PER TRAFFIC SIGNAL PLAN ';' � - DESIGN i)LKBlsll, GULKKA & ASSOCIA7L� RECOMMENDED �J I CRdG~. CIVIL ENGINEERS v — /%,•�/ R.W. z 1e CONSTRUOT RESIDENTIAL DRIVE APPROACH PER CITY STANDARD NO. 305 4 �' �' ` „� / - " 8331 UTICA AVENUE SUITE 150 L'_J /� AWN SHEET r DR Z 4 7 306 1730 71 98 R. C. CA 9 ( ) 2 2 ' 2n EXISTING TREES TO BE REMOVER& T.I.= 9.0 R= 82 R.W. � .oF��. Z1 REMOVE DCISTING IRRIGATION STRUCTURE ROCHESTER TYPICAL SECTION STA. + f :` `. i �.�,:, �� eHEe10Eo Daniel ;ue a o DRAwiNe No. (� 3! 22' TO 35 35 E to Date 4 Exp.Da LR�'-E.Nu.2922 p - C 1 13- © 1-73.0 + 0 Boat spike b washer Stamped S.B.Co. B.M 1 ,� •�•�'T�' � P B.M. in south T.C. Arrow Rte. 1175 v96 int. A cv.PB I l v- PROP03ED T.C. PROFILE OF WEST CURB � h � PROPOSED T.C. PROFILE OF W. CURB b � Rochester Ave, and Arrow Rte. ' h �, 1L tl �1. h ELEV._ 1158.41 S�G3 q ex ss ov cU.PB 1 ` ' 92 ' 1 1 ° " SNOW TT R/W - b 1 b h o- GRADE \ o \ \ 0 N ,,�, ♦ 990/0 , 1175 W. ° \ \ M IDENTI CA H R \ 1 n ' b 4 P a3 POINT 1185 W. Alle Aloe 1414 ' 16 rj to1w PROPOSED PS. AT O P a f PROPOSED F. S. AT °o N 1.92 ye �_ a a o° p 0 � + C H� 1 990/4 :,H75 j O ` ase IDENTICAL. a N ' �r w 1185 AT rJ € POINT 0 � � � �- MP3, mss. 66 96 �� FS. 1N 4z, s� W EX IS er1 3s, W N Wul 100 N se >a �0 • r FUTURE' T. C. PROFILE W r N 36 E. OF �- �� NI CURVE DA TA - p A $ FUTURE ' T.C. PROFILE 1 .9� e ! n DELTA RADIUS LENGTH TANGENT 1175 E. o o h \ ` _,.. - o � O�ILE e D A ¢• - _ * G 12040'49" 205. 00' 45.3 T' 22.78 36 E. OF E TC. pR + 1. 66 /o g N 0 1 NTIC L 0 TUR i .� 1A a- POINT /_ I AT R�� - - H 89'25`49, 35.00` 54.63' 34.65 to I 90.34'11" 35.00 55.35' 35.35 H fir- f% M I ♦ 1.92 _ o © J 89°41'!5" 35 .00' 54.79' 34. 81 t 0 m ! K 90029'34 35. 00 55. 28' 35.30 N OaD a d. PROFILE N HORIZ. I1#040' SCALE n . . VERT I"= 4' 36+00 x+00 4 384.0 " 3%00 -40+00 �i+00 42+00 3aroo 44+00 45 00 46+00 J 47+00 CL PLAN H a Oq a _ SCALE I"=40' k SEE ON I SITE - a sroJa�DRAMI ©'� !Q Z .SPORTS COMPLEX b Jq a PLANS UNE'C' _ w , m ¢ 1S �+ t a �' �0 LOA SEE ON-SI G RADIN G PLAN �eA Mb 1 tJ Z , � q a M , 43fz6.75 ,CocMFS7F,t AVE.41 4 � `• SEE OIK+ S E GRADING PLAN M o� 14 IG R7H _ a H �, /4, 05. AuortTN f,,rT,tY b 1d J 1 � ° >n 'dt ? a 4 b.. r: " a N Oro o Mi h 13 0. : tsfl o n a o' z � m a © v ' IDA 0 /o b Irs �W MSV � m a h � A 0 oM �, �► �m Q� W1 ''� � a! * --4 f/' m �w Prl �' "' in iS� zS.35 Bct v �, !� .G. 0•� ht3�> m 6 WI SIDEWALK 1: y-G eJ.io Tc 81.?8 � GJ H �4 3 EASEMENT � PROPw -- - - - _ ROP R/W G a _ �� -- - - -- - - -- o - - - - r - �° -- IN Uj T o ,� v E0--� w - J7 b Fuf�/iC C 6 r GUff�i ;-� FvT 'i .� 4 R/W r W A �,` ULTIMATE Ri - G�•D� (¢ �� t�D" lD� 0 I�� 3 Q fvTVKE B CJS T�.«rouT `� �\ ��o fir. , �l N �p� � a� y � � � � �,�� � 3 I Jz © � � � * 0 ,�x• �. 1 y� Far. �� �I t � � � % `C o a I ' k Q m �''k � OA GP Qa a 0 4 k \l �` \� W w ? tu 37f o9 9 ,QociYESTER .dv�. ° V FUTUR5 DAY C'REEtf w �t W Gqo �R�' R� o�` A.l✓N. e��-O�J-�� J w� �P� J4a V Q Q �9Q�' o w w� kW a of o/V-S/rr N �&� , e a �e , a R 0 C H E S T R AVE U E � h z $ A P 1\1 . 229-0?J-4J a �� PART-AF I \ w e ti BLVD. J ; , �P, Dc v�>��Y 4 P . � o _ r evNsteatrJw cad © © �\ V c A.P. N. ��-0 1- � �TEWART -e� 5 pQ ` .�T YV�►F�T ►bA °I ® A a c. BERM ArzniE .e ► s # M, -cd cr Y 17 9 `f` a RA �- CONSTRUCT10N NOTES v Q �. o A0DF0 w- 1 ,f,41 / (4,,eA/N��.uy) /e-7-90 G _ p - " � Q. � Q � � � � 12 , � � DESCRIPTION OF REVISION DATE CITY / CONSTRUCT 8 CURB W/24 GUTTER PER CITY STANDARD NO. 303 i VARIES 50 APPROVED (, &-CONSTRUCT 4" A.C. OVER 4"A.B. o 14' X = 36'MIN. 50'MAX. 36' 14' CONSTRUCT P.C.C. CURVILINEAR SIDEWALK PER CITY STANDARD NO.S 304 a 310 t V XAVEa�, P1,Q 2 1Z CITY OF RANCHO CUCAl�IONGA ,a,o�•. PLAN'✓ 0 1O 4a--CONSTRUCT SIDEWALK RAMP PER CITY STANDARD N0. 310 �� r 4rrs .x Q PLAN AND PROFILE VARIES 12 12 12 12 10 W 12 REMOVE EXISTING A.C.. PAVEMENT @e CONSTRUCT RESIDENTP'AL D.A. PER CITY STANDARD NO. 305 3 2.00 Bio I.S �io l.00 �io loo °io 1.5� 1' 2.00 % No ROCHESTER AVENUE O--CONSTRUCT CATCH BASIN PER :STORM DRAIN IMPROVEMENT PLANS. 19 REMOVE EXISTING POWER POLE (SEE NOTE SHT.I OF 10) 4 �,; 3 h CONSTRUCT LOCAL DEPRESSION PER STORM DRAIN IMPROVEMENT PLANS © z3 CONSTRUCT A.C. DR 1•VE APPROACH PER DETAIL, SHEET 4 8 !o� v Co 8' 1 FROM STA. 36+66.90 T 0 STA. 46+5G.75 (SEE PLAN FOR WIDTH) CIO J to 1 0.78 1FX=50 k �D¢o y W N RANCHO CUCAMONGA SPORTS COMPLEX DR 90-04 e ADJUST EXISTING WATER VALVE COVER TO GRADE c, - � RELOCATE EX/ST 1 NG FIRE HYDRANT PER WATER PLANS 2 o.To IF x=4s 1 a� 9 ADJUST EXISTING SEWER MANHOLE TO GRADE 3o r2 /2 er • 011{F,,a= -. APPROVED BY: / DATE' �dLEVEL _ LINE y'. a �ti CITY ENGINEER " RICE NO. r2 RELOCATE EXISTING POWER POLE `` O--INSTALL STREET LIGHTS (PER SIGNING 81 STRIPING PLANS ) k DESIGN uLttI3151I GULttItA & ASSOCIATES, RECOMMENDEo! ii INSTALL STREET TREES PER LANDSCAPE ARCHI i ECTS PLANS m GA CONSTRUCT STREET LIGHTS PER TRAFFIC SIGNAL PLAN � '; ��� ,�, _ I ��� ' e R.W. CIVIL ENG1NEif:KS _ ZA0E To JQlN FXTtT % .�1.: ° u ° y` Z �` ' ` 8331 UTICA AVENUE SUITE 150 I4 REMOVE EXISTING A.C. BERM SrA, 4Gts&.7s re 53 00 �,-���% �'- :} , - DRAWN R. C., CA 91730 (714)987-4306 SHEET T.L= 9.0 R=82 y,eaoE 7a J01" �sr. . '�; �/;,. �� R .W. 3 of f0 CONSTRUCT BUS TUR,NOUT 'PER DETAIL SEE SHEET l 't �,� t N Q cflIl CHECKED DRAWING N0. Q J7 CONSTRUCT 8" A.C. 8Er?VI PER RANCHO CUCAMONGA STD. DWG. NO. 313 ROCHESTER TYP. SECTION STA. 37+75 TO 50147. 73 ��... ,,.-, Dani.l G.Guc a R.C.E.Nu.29224 Exp.Date j Date 117 k- _JY 3 ,�e,e ' Sh4t=eT W. o� Z7 ' .. .... ' s Ck Boat spike b washer O Stamped S.B.Co. B.M. In south T.C. Arrow Rte. 1175 w/b int. © PROPOSED .C. P1NOF14E 36' W. OF 0 "i °` ti h Rochester Ave. and Arrow Rte. 7e ~ f.TO � ro h h ELEV.= 1158.41 0 ,a z + ` ` hW �� �; t1 s• IDENTIC Lp� a o h m ti 2 tib d 4 POI N T . to �i� 0 ;' 4 .F: Z• / AT R/W TRANSITION O 0 .H Jill \ _ _ Sbr V.C'. GRADE CROWN SECTION .. in N \ t I, Pr{ioi� I 1 ur P•/. = 03.q/ ♦ 1 t� t^ h ' I,g p°leo ©c�/� i: _ � � � � � Will iA 0 . i. a 't• y �-' j. Q %ftH 4 i i TAW. 4-� u i Z' ol 01 ° N yy.— a P + Z. M IDENtl CAL t3 4 p -� : I ,. t� i + O N o tii a POINTtQ4 ! t «t o �, EXISTING S. A'T �, TE AT PROPOSED .F'S. AT. I ; J RA n �� fri w . � z G a � !•�- a of r5o w.t {� N J U0 I 3 % O f a l7 � P)T•URE TC. PROFILE 36 E. OF ° �, s ,Z:.Z 9 17 In N 4 i j CURVE 0 �. f DATA /W r 2• ? o tr IDENTICAL �` ;-�'" 7, Gi 6RApE AT g o ti �. OINr o, �- i ; , DELTA RADIUS LENGTH TANGENT o ! ` to I.8O 0 05001'44" 1100.00 96.55 48.30 0 � a E 05°01'44" 1136.00' 99.71 ' 49.89' 90/0 tIT + 1.9 Ito �' � EXISTING TC_ GRADE 36' EAST OF G 12' 40`49" 205. 00' 45. 37` 22. 78' � � yoetz. ly =d-ol • Ver 47+00 00 51+00 52+00 53+00 54+00 35+00 X6+00 146+00 -�t9+00 � W Io ars i J � � I ARN. 229-011- 25 4 I o /� NORTH v z OC ESTER AVENUE >\iIASJ ,ice, zz 3 '� ro Zto Nca CC till, ILA V; �. �. n Q IW? NJ IV PROP. R/W h 1. +� � a O -- - -- h � + h P - - O _ _ R �( - ----- ---- _ e - - _-- - - r `/' F IIS, . T L � -© I � . -•may- I , ,. 1 •T. �`�// T:Z1 M V fJJ yJJ - .— ---• ji 4! 2 !2 moo, �� I Ic? d 32 >5 33 rurur� fG t4G.mo P.2o✓. ti N! t7 I r Ni `� STREET IMPROVEMENTS OryG, i5 °�© ?x `r� src,NaLs F- 1''% (R I Ilii - - - _- ft�i - �7 _ - S 0 NTS PER NO. 4 tt1 — f. d _ s_a _' - _ ��. .E��-,£'M lag - - en r 9 k ;v - s �.r :. o 1 ULTIMATE R/W - - -- _—__ _ _ _ _�_____=== h{ . K 1 a coArsraucr1e� >�' s �s N ><� PART-A .F, l ; 4 e V i. * A/l til, t� E[1,19 ,J,, el M W ° �. it Addad is $Ay rnptvvemen�s_ . 4 _- �} �� !� o W v h '� �^ \n © o�4F.� �cc B�ttrq Dl�r,�/� .a> cr%S 1a a v * R 0 © �. 9 © CHANGED STA. 51.50.5 H/SSLA9fLF0 AS 5.4�. goX gFFei!� i2-7-90 - 0 {, } ~ A.PN. 229-021-30 �° 4t v W A.PN. 229-021-31 DESCRIPTION OF REVISION DATE PPROVED ' J r CL DEROSA/MAIS1 15 ioiie Exlsf P.C'G c�/b f AGAG7 70771 CITY OF RANCHO CUCAMONGA Q CONSTRUCTION NOTES 0 /7 CONSTRUCT 8" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. NO. 313 PLAN AND PROFILE CONSTRUCT 8" CURB W/24" GUTTER PER CITY STANDARD NO. 303 f 2�—RELOCATE EXISTING POWER POLE 'a--CONSTRUCT 4e A.C. OVER 4- A.B. ©--CONSTRUCT FALSE CURB & GUTTER PER DETAIL "A" SHT I CL I— er rtS or VSr Ci �hv ROCHESTER A V E N U E 3—CONSTRUCT PC.C. CURVILINEAR SIDEWALK PER CITY STANDARD NO.S 304 81310 � EXISTING S.C.E. BOX STA. 4G+5G.75 TO FOOTHILL BLVD. 0 �ot�l EXIsT, pttZY 19 CONSTRUCT RESIDENTIAL .DRIVE APPROACH PER CITY STANDARD NO. 305 0 a— SHAM ,vor eXCEEO 8.aay: z CONSTRUCT A.C. DRIVE APPROACH PER"DETAIL HERE-ON (SEE PLAN FOR WIDTHI i ve�v>=way ��N� i fl?or�tsEo Ave. RANCHO CUCAMONGA SPORTS COMPLEX DR 90-04 - ZD Ecr"ali�g Ti:•Icz fo lx �cm�ved. eE�/ aEYa,vo 23 a APPROVED BY: DATE'*P- �- REMOVE EXISTING A.C. P14VEMENT CITY ENGINEER � R.C.E.NO. k!� rr e ADJUST EXISTING WATER VALVE COVER TO GRADE © ---fibr'/�/sf Exisf K/�lcr A9�f�r {a - ��`��� ��\ t�F �G,.. DESIGN ULRBISH GUERRA & ASSOCIATES, RECOMMENDED � ADJUST EXISTING SEWER MANHOLE TO GRADE 31 eem"e, E,r/Sf. Fiber O,fc warn'rn9 Res/ �` — DBIVEWgy �� � y �! CIVIL ENGINEERS `J �--Consfi'rlcf 8'� e�r6 Qnly F>ar �P.�'. Sfa/ D�/y �t1e.303• � �s No. 29224 �_k 8331 UTICA AVENUE SUITE 150 '&--INSTALL STREET LIGHTS (PER SIGNING STRIPPING PLANS) C s�ue� Bus Bo -ranzl1roi► la/�e f%r ��fa,f, SA•cf / "'Bus Bay D�fa�L" w/d> _ /00' i DRAWN SHEET q � 1 ��� �G�NB = �� � � R. C., CA 91730 (714)987-4306 4 OF_"0 33 � Boy, J © A.�• DAVE �4Pf�DACN pET9IL -�'E GF' `p���©Pall CHECKED DRAWING N0. 4 REMOVE EXISTING A.C. BERM NTS. ' xp. i Date 1 t Da uc - £ M- - - RCE No 29224 E Date c ' t .i µ .... _ a._ . d ..... .... ..,gym.. �n., ...,._,�,.,.,.... ...�... �� .. ::�„._.�,.,.. _.... m f Boat spike i washer Stamped S.B.Co. B.M. In south . NOTE- CURB FACE%%M PROVIDE O 20 MlN FLOWLIN�` T C Arrow Rte 1175 v�6 int =3�-'J8 - ,� � Rochester Ave. and Arrow Rte. ELEV.= 1158.41 is, 200 , V.C. \ \ \ \ M A v O k1 \ \ p !!f m `� $ �, z moo, O tA vil.1160 N. 01 1160 N. % + 0.20 % - C).6/ 4y0. 4 0 % --.. —... .,..Qs?� t 0.20'/0 —... FLOWLINE -0.61 1 —' �- FUTURE T.C. PROFILE - �a�� 2 00 V. C. Iri kn _ a L` to m � � a o a' k► � 4 � 1�. 4, \ Q , o - _ � _ � ` 1160 oA, + 0.20 % + - 061 % 0. 40 % EXISTING FS. AT ¢ AcY&r. f PSP A-s.41v- -04 � a oo' V.C. (31 1.41 a A o. - �(- P a. . 1160 B. ; m � o � � � 1164a5• . D ° EXISTING T. C. PROFILE (SOUTH) P��FILE SCALES: ' �•1D1Z1Z: (� �p' NEe 7 In 4= ' - ... 99400 100+00 101+00 102400 10 00 10+1+00 f05+go 106400 107+00 108+00 109+00 All -i � SEE ON-SITE GRADING PLAN CURVE DATA DELTA RADIUS LENGTH TANGENT �' �. 4 IU h `o; �' ".� o mb„ Jp - � hn W A 90000,00” 35.00' 54. 98 ' 35. 00' m 4 * o $ �� ,a h A � at WW IQ �0(. ;uy � r3 IS SIDEWALK 3 EASEMENT A TAPER PER STD.406 i PROP — 0 - - - FUTURE CAG _ $ 4EX. - \� _ w -- - — - - - We -- -- -- - - - - - - - - -- - - - - — — — — - - - - - - - - - - - -- - - - - _ M \%ll b -tjT1= a T.F. .T E. W� ~ W zz— 16 N CONSTRUCTION NOTES PART-�AARROW ROUTE �•G,.l4fR�l'11srJ, I CONSTRUCT 8 CURB W/24 GUTTER PER CITY STANDARD NO. 303 I u 'a-- CONSTRUCT 4" A.C. OVER 4" A.B. J d � ,est✓rSEr� srez�r rMPeev�n�,�Irs 9,17'9� CITY 3 CONSTRUCT P.C.C. CURVILINEAR SIDEWALK PER CITY STANDARD NO.S 304&310 1L ti+ DESCRIPTION OF REVISION GATE PPROVED a— CONSTRUCT SIDEWALK RAMP PER CITY STANDARD NO. 310 50 , 50' CITY OF RANCHO CUCAMONGA Q 3 CONSTRUCT VARIABLE A.C. OVERLAY(010'MIK) 15' 14 36 36 ' 11 1 SIDEWALK , , , , , , PLAN AND PROFILE EASEMENT !O /2 /2 l 2 12 l 2 3 �I 2.00 % 1.59r. 1.00 % 1.Oo x 1.5 �io 2.00 % � 3 ARROW ROUTE � >Q--ADJUST EXISTING WATER VALVE COVER m GRADE 4 W i t FROM STA. 100+00 TO STA. 109+00 0 CGS C,avr OJ t ,VIAI EX/SrIA14 �UTE.ez u e N W I RANCHO CUCAMONGA SPO TS COMPLEX DR 90-04 ' (D—INSTALL STREET LIGHTS ( PER SIGNING a STRIPPING PLAN ) Ni4�Ie`S,3'Kr . W O , r = rri/i�si�iies APPROVED BY: DATE'*-* INSTALL STREET TREES PER LANDSCAPE ARCHITECTS PLANS �. 50 30 ./2 l2 ,30• Tj ,111oRi UUiLSS/U,y,-, CITY ENGINEER °`�`'` RC.E. NOjgZZ47 � �— ` DESIGN RECOMMENDED � `�� ��. �� 6,` Uf klil`11, l,l t flK� A AStiUll.�ll . � I r v✓ v '' 1 R.W CIVIL ENGINE FRS I ° Z T.I.=9.0 R=82 L _ � No. 2922 DRAWN 8331 UTICA AVENUE SUITE 150 SHEET O �� � ` R. C., CA 91730 (714)987-4 306 5 OF R.W CIV1v C��`l1,1,�� CHEC E.0 — DRAWING NO. Daniel 41fl�it-Date41 ARROWTYPICALSECTION STA. 104 + T5ro `�--<r- --�<< R.CE..No.29224 Exp.DatcMir .......... ». ........... ...: ....:.. .......... ......... .. .... .... .. .. ...: n.. v... .... v......r ....w. .,r.......... .... .. v.. ... .. .. v. .v ... ......... .....n ....v. .. .., ...... ....... ......... ..-.. u r ........ . ........ ...... .. ... .: _... .... ........„.r..... ....w..v,........... ... ,..n. .... - i SBC B.M. r Boat spike i washer Q T.C. Arrow Rte. 1I 5� w)6 Stampedsouth Q N.C. , ' = T C int. ovc�,Po �! Rochester Ave. and Arrow Rte. i !oo ELEV.= 1158.41 I V.G. 4 PROPOSED PROFILE 36 N. OF V o, � " . � .. . rj iLJPl7ro TC ' . 1160 N. -- 116 O N. - +. h o. �. �, : . . . h `h >u h H 4� h "IH h '� 0. 61 / 0.82 % — �D. - —...---------... o . � 4� 200 V.e_ �- .. LE 3CoI t.10�''C►�! 0. Z W S t' ,. Ui ;; y P.I. = SO.�� �• /S0 V.C. nC Ol In S hm �!• pm O 4 O < M � N M h n n r► V► � N•Q t; M . N � � � N N t� �' "'i• O . M `F q1 P [� l� �• to x p +. v i. s 1160Fj+• � �, �; } � � � � � �, � * � ,�,� �,� J\ �, h � -t. °; > - t160 0. 52 % 1 _ - 0.25 % + 0.40% �- - - • oo V.c. PROPOSED F. S . AT �' I tDe G: Jao' v:c EXISTING TC. PROF`I �E 36' S. 'OF .i = sG.gs ,o,. s�L¢ �' ss'40 ° � A �, o �' o J IL �^ o h n tt'h ` b -0-30 °Ye q f 0. 5 2 9'e f d•!off ?e PROFILE • 1" 40' mom HORIZ SCALE a = r, . . _ , VERT I 4 Iosw o Flo oo ; ,;NIfW �2+0o y N3foo #4+oo lts+00 '416+00 ,;0�+oo usa+oo moo ; PLAN . ' CURVE DATA 7 SCALE I"=40' ; 0 r ROCHESTER AVENUE c,4�rio�v. DELTA RADIUS LENGTH TANGENT 4 N �� SEE SHEET 2 4 , h .q. �PDX. Lol34r/O/(/ CoNr�,gcro,P ro. �rEcr i�v,��, - B 90'40`50" 35.00' 55. 39' 35.42 ' ,� ' //7 t 76.75 Q C 89019'10" 35.00' 54.56 ' 34.59 ' �0` v P , 01 N h �, » y A� i j 2 I } ?O fDo.vo ROGHLSTZr,C 2 ! 18'S5`2�' 9Z.50' 3d.55' i5 ' 11► �+ /0 n a � lO 2 tea •IO' 4.99 to5.Odl +o 57' /0 ��, h � � 0��.,0_, ^ � p trC �" ! r � H^ O, I �n t\ ' SPOR7'S COMPLEX v N fl h h - �. -- a i I a .�EE Ur�Y GBEE� 4V,0AJAA_-1_ �PO✓�GT +I f �N o V Y1 V 1^ V �A �• j 8 S \ e ., b qt 57.90: 1 �. .B �� M SEE ON-SITE GRADING PLANS co p'16 h ti `� ,I p, /0 x 7 44,6. //•lP.Co VENENI-5 �• �� r. „ } 3 0 -A 174 va c.Jt. ° —M �� ��� (� 3 2 f # + __ PROP. ULTIMATE R/W 15 SIDEWALK EASEMEN 2 \ PROP. R/W C n b . - - _ FUTURE C G _ n -- - - - - 1 ! --- I — m / - --- 4� ` N PROP. E.P. /777 � W —Z p�P �Exrsf CG G ' a •1 .et P. e,fE L — 2 k k 13 Ex z " LU C1 rk 1�(I W — v� ="moi —��� �*� '- `t 4 EX. C. 9 G.-J- `' L i 1 BIZ �, Z o „ * n 4 r n ARROW ROUTE CONSTRUCTION NOTES � ry Io �I II® w .�. PART A CONSTRUCT 8" CURB W/24" GUTTER PER CITY STANDARD NO. 303 �I (I ?£° 9 /7.9/ lt, r• o--CONSTRUCT 4" A.C. OVER 4" A.B. � ' SSE SHEET 2 of 6 3 CONSTRUCT RCC. CURVILINEAR SIDEWALK PER CITY STANDARD NO.S 304 a 310 PROP. ULTIMATE IMPROVE. EXIST. ULTIMATE IMPROVE. DESCRIPTION OF REVISION DATE CITY -- dft ROCHESTER AVE NICE APPROVED Q--CONSTRUCT SIDEWALK RAMP PER CITY STANDARD NO. 310 - 15 14 5 0 3 6' 36 S 0 14 ' SIDEWALK EASE- �-� '°' CITY OF RANCHO CUCAMONGA 5—CONSTRUCT VARIABLE A.C. OVERLAY ( 0.10 MIN.) MEN T S� �,YS. �at� �',5'' PLAN AND PROFILE (D—CONSTRUCT CATCH BASIN PER STORM DRAIN IMPROVEMENT PLANS O' 0 2' o 12' 12 0 ' G� CV 2. 0 /0 1.5 /0 1.0 % Ci W CONSTRUCT LOCAL DEPRESSION (CASE "C") PER CITY STANDARD NO. 518 DW r W e ARR ROUTE O--ADJUST EXISTING WATER VALVE COVER TO GRADE �' c vi a �® V Qc �t,< q ADJUST EXISTING SEWER MANHOLE TO GRADE QI � y i k X Z9 h.y y�u�, INTERSECTION OF ARROW /ROCHESTER met �N STA. 109+00 TO STA. 120+00 �� INSTALL STREET LIGHTS (PER SIGNING & STRIPING PLANS) ti W - o ? ULTIM TE F.S. 6A CREEK Pwas1 so 4' � sK� 2�P � RANCHO CUCAMONGA SPORTS COMPLEX DR 90-04 .30 .12 lMPRO EMENT PLAINS • - �� INSTALL STREET TREES PER LANDSCAPE ARCHITECTS PLANS 51.3 , CITY E G BY. DATE \ .00 LEVEL o _ _ _ LINE p►'''� "e:_'._'� � ' N CITY ENGINEER a''"' R.C.E NOj V �' , , �. / O -� ® 111 r 1 `f ��'f� /z REMOVE EXISTING A. C. PAVEMENT - - - —_ _ �'— BEeM ? .� ,`�` d , .; DESIGN u1 1:ititill, �,� l l:it 1ti5c�11:111 5, Inc. RECOMMENDED Q. 3 — _ __. o - . . R.W. c111> t:c1n11 Rs @�--SAWCUT TO CLEAN STRAIGHTEDGE :, ,;` i_1�•,,, Q� -_ _ - _ __---Ab-_: .'••. .. 5 � I � �� [t�. 24"124 .1 8331 UTICA AVENUl- SUITE 150 DRAWN SHEET 2 _ •�`—� ,� a. � ; R. C., CA 91730 (714)987-4306 /G CONSTRUCT BUS TURNOUT PER DETAIL-SEE SHEET. I ' / T.I.=9.0 R=82 l GfYf� ►� R.W. Cv OF .0 N 8 CONSTRUCT A.C. CURB RETURN WITH LANDING AND RAMPS (6-66 pl:OME p CHECKED - oRawiNc No. �� [Jan •: (;u• rn / Q A CONS7•RUCT STREET LIGHT PER TRAFFIC SIGNAL PLAN A I'�R. C l�N TYPICAL SECTION STA 109 + 0000 TO 116+ 94 — . - R.C.J..��.z92z4 Lx p.Dat• 1 u_nate i T a, 4' s Boot spike i washer t i Stomped S.B.Co. B.M. In south T.C. Arrow Rte. 1175v4,6 int. t h Roceser Ave. and d Arrow Rt ,E�EV.. 1158.41 w ov Lcv.PB i I , i�j t113 S N PROFILE �, PROP. T. C. PROFILE m fi 4 ': �h ' t FI�TURE T. C. 1 ti • h1 4� a + b' �: t 0: h4W h � � �► ♦ 0.50 '!• „ . .1� � � * � � � •, ,; ,, __ _.. • — FIGO M 17 /•f b f 1 /¢ Q I' ` p v- 0. 40 .f + :. 40 . ! +� N EXISTING : �i F. S. '� i, AT fL N n► , �I14, r �; 4 �- �1 • 1' , "� k 1 R�� , .. t1, - - - 1 - 0 /• r� +. _1 c o CLn �. } { i - ` � i �.r. tom s ` �. i r rr. PROP. F.S. AT .... .. _ , 1 P , ROFILE s HORIZ. I" 40' SCALE s VERT. 1 4 • 116•♦00 117+00 }18+00 119+00 120+00 121+00 122 00 PLAN 123+00 124+00 125+00 126>+00 127+00 128+00 SCALE I"= 40' ROCHESTER AVENUE 6 to � SEE SHEET 2 OF 10 �) j I NN V W WVIP �^ A.P N 229-021-2.4 A.PN. 229-021 -"54 t �" WANG 0 0: p ''► o fi 0 , Z C.R. �i i• N P irk `�' 4` N C � N � N `� � '1• 0 ��. PROP./ULTIMATE R/W _ _ _ _ ty _ PROP./ULTIMATE /yy I N CLQ qp v N -- - - � _ o� �. FUTURE' CAG _ -- -_- 0 T --- S,,C/aO�O SlJALE P�� S£671-10 I FUTURE CAG EX. C 8.G LU _ caclSr4JCT �s c EX. - --- --- --- --- --- — — — — — — — Ll1jC)1A Cy PEr S#BET 40 Ile J 7 X. R W�� _ . U. �� --- - - - _ - O Y� � _ - - - - - - _ - - - - - - - - _ - - - - - - _ - - _ - - - - - - _ - - - - - - - - - rz �— Lexis r tax 7 .P.c,6. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — #1 N �� �/ — = -- - - — - - - EXIST.�CIlRB & GUTTER - -- = - - - - - - - -_ __= - - - - - - - _ - - -- - _ EXIST.}j R/W / H N A � I � rak $ R PART-A 40 � �� K -30-y'00 ,eoGNRST�R A� . i, N ARROW R E b STREET N4q>S W?, SI L PA-&-A AS �/ofED 4RE-cw.. ' II �� `f► a (r! [ AOOZ 1Y, -0,W /4DOr0 Il — �I I I bA DESCRIPTION OF REVISION DATE APPROVED II SEE SHE 2 OF 10 Il _ FUTURE ULTIMATE IMPROVEMENTS EXIST, . ULTIMATE IMPROVEMENTS-— 50, �► ROCHEST R AVENUE VARIES 5° CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTESJ. VARIES 12 12 12' 12 3 PLAN AND PROFILE ARROW ROUTE @- CONSTRUCT 4" A.C. OVER 4-A.B. 9 ? . N Z vy �u". vi _ N cn FROM ROCHESTER AVE. TO 127+ 63.75 �? 4N W RANCHO CUCAMONGA SPORTS COMPLEX DR 90-04 - 4 CONSTRUCT SIDEWALK RAMP PER CITY STANDARD NO. 310 F? IL a ao ' ��+�r����.��. APPROVED BY: DATE J + p 9�—ADJUST MANHOLE TO GRADE — W W -�– _ _ _ ��111"R510E r `i�,s- N 1 Q Y CITY ENGINEER R.C.E. No.�T _ _ _ @--�-SAWCUT T N %, �1 --� - _. - _ _ _ — � � � ���-� �1y�.���, E. G'U,p f'G` DESIGN RECOMMENDED 0 EAT, STRAIGHT EDGE y _ �� ` F 111 ` 1 _I >>t � TeX � -' >,.� .•o �� � � �� Q S ?� ��/ � rn'1t ENGINE IRS & 2Z RELOCATE EXIST. POWER POLE �1 ���' �� � � o D T.I.=9.� Ra82 - -I �°C �� 29274 z; DRAWN 8331 UTICA AVFNUt SU�QTt- 150 DRAWING No. �-- ( / y `� , R. C., CA 91730 (114) 7 4406 , l' �A CONSTRUCT STREET LIGHT PER TRAFFIC PLAN 3'�tiDF.� +PNEP Fa s�,atE r4 �Iv1� ,t �� lF Q�' �� CHECKED - -�= - SHEET ��� 0f uc ra ARROW TYPICAL SECTION STA. 118+64.59 TO 127+23 .---..�•f--'`' 1t� �ateu f t• ��, OF �o a F o IN n til y ALL Jelols 101 5W51 Ertl AREA — -- — -- —— jJ. ALL .JOIvTS 10 TMST rAq 5VALL �• ' � A bP� 114ALL a>- sa,fl weLVVP Lnw Ply /vV- - ° fi R dE Sol-,D bVEL ED f (�v`/ o ` 1 � d 4��4 o z a o b b./r ,� �� l�s� , ti��� ti f /dt65 1tin,v9TD f � \ �l� , ` IS � 1. ti � � ^. � �� f '1Z LT. Al"* /o ek 7�E Z / >z>Uc t�►i►�tA vlAt E+e SCA nl, r , 1 ,✓ � ° 0 Q � LAY VNF F1r47 4 Joltif SEGTio.J E.eS7 t�:M4 �' \ ? t _ �KhM1 ( y -�— 4 1- • i�ESt6tJ62 1 �} MSE-Wi .EST �u ice Q '4, a oe ` -- nvV - 90 — -�� Tis ♦\� .� N \ I ; r W'� e SAY to'u/aT> r M<l1l�l Ft�4T_ I m JD111 flEStG►1 �EADE— 1/1F5j V o ? PIKE WDRAMT LAVAL-ro8�49.2j ,�� � 50 1 z BE N a oq ST/lJDAtzfl S-TEP-L �EQLlM'6V �h rim O\ImALIT LA�IzAL- 1101-79, Do n, SO � L `1� ° 3° � � fGo ILP- SCALF-4: �� � BTA0U)AeD sTleEL FVALAI�0 L> t\ ?p OP-I�. 1"= 10 1. Set li> wELD A�-L- SotopS wk-ttlw ST1tEFT �( 4-' Fi�E Sc�L65 l�o1GZ. I'- IC' S��J � Fy 16�I i YET i" =4� IO•r W�1rM "1 0 43 -}' � 7S • ���S�ER A /.v V. C lrJ-flo -- — — - -- --- p cr-i RT _ T1 0 TM -4 �,�� ALL JOIIJTS INS UT OM AVFA r --- .�� r} ' 3� I lr 5� SWILL BE 54 01> WELDEC 1, - N � -�- Q Ro �l' Q �' �C 7 �2S I t '1S ALL J01015 10 511'EET VAL? AVEA A /�G�'r. - �-d��o D � ti�> 4 6\ r��S � " (�� � s►s ALt,- BE so�..,v wry.-DEv ' N n /3'.er- �ts� Fvv D ,�f�0 ! ��•�Q� b,�b k SSS ISS S. J� J1 Pte, \ 3�• � � � r � / � b tl' ( '� � o `.� N J4 0 V hl 1 IrW-F- 5MV16E LATtIZA .- ilo+ 27. ia-E 0ypg AT La OVAL. - I I3 x-84. 60 SInQVAED 5F-EL eE IQED STA"VAeD STEEL 7_E qlrED.. ACCO K/ eOrl�E Wqr tITUTf ACrewl fcu/Tf KAIr" u7•t/TY PEFOKI ,rOdTE WR7LVR IJ71uTY 4�E. rci��t e ur/L/7y SHEKT TIfiLg - '/c/C) VEJJ1iL 0rm miry z/ rr. ,C�1,0_ DRAFI'SM SUET TrrL9 Loss/,c/4-_l"M� _ - O11NFR GTI Rc. ,e 0.�1. DRAFTSHAN I SHBgT TITL9 --- C�'dS IM - - C�7Y �C. t.D.A•_ CPOSS/.(/G DATA/G ---- _- --9�_Q�Llls OIfNER ' DRAFT3HAN SfiEBT TITIB _ —_.--- 01rNER ----- DRAFTSMAN DATE _ _ DATE I ZB 9Z �s7 o c�k•Arlld,ut�4 ARCHITECT 4oeA __ 2 Z 1 ARCHITECT�f P 4. Z t8/fit ARCHITECT 4Pt. DATE = ARCFMCT�X,4 DATE –_ PROJECT TITI.g S��s __ >< ,eo�c/c� cucllv/o�c/¢v eA.cJcyo cue.�Mo.�4,4 ,P ,uc,�-�o e�ie,4,t,•ra.v�,� -- - COY SNGQM MR _oy_r A SHR7 NO.15'/ ENGII�SR _D¢. r A• SHm N0. 1*�-2 gNCINgKR 1?� ► mmn No. �5-� y w, o ecAwpcex F.NGINF,RR _L?6_! A. STUM NO, S PROJECT TTI'L8 �r�'�_�+REI' - PROJECT 7T!'1B sR�,eTS Cos•/PIfX -- JOB No. 7-�410D JOB No. - 793. O_ -— PROJECT TITLE __ JOB N0. JOB N0. _e9-793.40 GRIUM PIRC ROSH ALVM • PIANNER9 ARCHTTgM ENGiNIM • 4940 trvtne bad. suite 204 twine eallf. 92720 (714) 730-9730 GRI111AS PIRC RO3M ALVW PLANNM ARCHMWM ENG(Af91tR.4 • 4940 ir•tne blvd. suite 204 "no calif. 92720 (714) 730-9730 CRIIlUB•PIRC-ROSDtR-ILVE9 • PLANKM IRCRITrM INGMIM • 4W h•vtne 1TUrulte 804 bvtne alit. 92720•(714) 790-9790 GR1ILW PIRC ROSIER ALM • P1AKTM ARCMTBCM ENGINrM • 4940 thine blvd. suite 204 thine calif. 92720 (714) 730-9730 DETAILA Dr7,. TAIL �� DETAIL �� DETAIL «D « 0 - _— RE_V'ISIONS - DATE DRSCP=ON • rt 30 93� coN srau�rcOti! uP�,QtEp" D�rA�G S v 0 THESE PLANS WERE PREPARHD BY: FOR PRIVATE USB v DERBISH, CUERRA & ASSOCIATES INITIAL DATE ass, UTICA Avrrvrn sora +50 WCA0 CUC,I CL 91730 DRAWN RG.h. (909) 987-4306 C$$CIm NAME DAM DCIs'1'ISE NUIMKR FIIE CITY OF RANCHO C UCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION Tom' PROJECT NAY% ' RANCHO CUCAMONGA SPORTS COMPLEX sl�l' trrl.E - M V mm OF 0 DRAWING No. ►.273 Ily31 DEVELOPER/OWNER CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE P.O. BOX 807 RANCHO CUCAMONGA, CALIFORNIA 91730 COMMUNITY SERVICES DEPARTMENT LANDSCAPE MAINTENANCE DISTRICT NO, VICINITY MAP GENERAL NOTES SHEET INDEX T 1. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER MEEIE PRIOR TO COMMENCING ANY WORK. L1 COVER SHEET PROJECT SITE 2. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND L1aa CONSTRUCTION LEGEND AND NOTES THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L2A CONSTRUCTION PLAN cc L3 CONSTRUCTION PLAN tt 3. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL W N W Z BE FURNISHED TO THE CITY INSPECTOR AND ALL SUCH RECOMMENDATIONS L4A CONSTRUCTION PLAN Ip FROM SUCH A REPORT SHALL SUPERSEDE SOIL AMENDMENT. RECOMM.FNDATIONS L5A CONSTRUCTION PLAN vo i! SHOWN ON THE PLANS. L6A CONSTRUCTION DETAILS (CONCRETE) W 4. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF ^ MIN. aF 90 P%4!5 L7A CONSTRUCTION DETAILS (CONCRETE) THILL �- ^L-L- L-r' tC^PFLV � .IS REQUIRED PRIOR TO FINAL ACCEPTANCE L8 CONSTRUCTION DETAILS (MASONRY) A</ OF THE WORK BY THE CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, L9 CONSTRUCTION DETAILS (FENCING) IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW THE L10 CONSTRUCTION DETAILS (FENCING) 1 GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, L11A CONSTRUCTION DETAILS (SITE FURNISHINGS) REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE L12A IRRIGATION PLAN RROW IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE. L13A IRRIGATION PLAN __ COlOSENCEMENT DATE FOR THE MAINTEN ON. MAINTENANCE L14 IRRIGATION PLAN PERIOD SHALL BE ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND Ll 5A RECLAIMED WATER NOTES ESTABLISHMENT, L16A IRRIGATION DETAILS 5. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. L17 IRRIGATION DETAILS CONTROLLER CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL — ——- — —— — — — — —— ——— ALLOW AND SHALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. L18 IRRIGATION HYDRAULIC CALCULATIONS THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. L19 TREE, VINE AND GROUNDCOVER PLAN HOWEVER,IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN L20 TREE, VINE AND GROUNDCOVER PLAN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT IS READABLE WHEN REDUCED. THE .CHART SHALL BE A BLACKLINE PRINT, AND L21 TREE, VINE AND GROUNDCOVER PLAN A DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE FOR L22 SHRUB PLANTING PLAN EACH STATION.WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS L23 SHRUB PLANTING PLAN INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO L24 SHRUB PLANTING PLAN 4� PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MIL. THICK. THE CHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. L25 PLANTING LEGEND AND DRAINAGE DETAILS I ( I THESE CHARTS MUST BE COMPLETED AND IN PLACE PRIOR TO FINAL L26 PLANTING DETAILS AND NOTES ACCEPTANCE BY THE CITY. L27 STRUCTURAL DETAILS AND NOTES 6. 8* WIDE X 6" DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL L28 FIELD ISSUED CLARIFICATION DETAILS SHRUB/GROUND COVER AREAS AND TURF AREAS.IZ.'x(o'MoWCUR$ci 5HA6.L ALrso L29 FIELD ISSUED CLARIFICATION DETAILS dE PROVIPI� ftWEATH METAL FE: IrnJ& I JP bPX&4 WHF4zEGI7Y MAIHTAIUF-7 L30 FIELD ISSUED CLARIFICATION DETAILS /tREJ1S ARE AVJAl�o,-krl n PRIVATELY MAiW-rJRi0W AF-EAS. 7. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK -- MAINTENANCE RESPONSIBILITY MAP LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET CONSULTANTS FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND THE PLANNING DIVLSIONoz.o.W. �T1or4) P94o¢To Fi"okL CoOsT'ptlonod. 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. SEE SHEET 2 5 {::::::::::a' '',;:':. :.:;: �;: { ? r!';;;.; ......`.:.:..:..... ... 9. ANY TREE WITHIN 5 FEET OF WALLS, WALKS, CURBS OR OTHER POTENTIALLY f ���;:. ..`.......,r.: . ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL =.. �`f I BARRIERS. PRIOR TO BACKFILLING TREE(S) PLANTINGS, CONTRACTOR SHALL TOBY MERTENS 12, 15, 19, AND 22 ` ' �Z1 �l�►J lei .:::.;.... :........' `; <•::c. I HAVE CITY INSPECT ROOT BARRIER INSTALLATION. ;_::::::_ .. `� �� IRRIGATION CONSULTANT �. �''' r �. DESIGN GROUP, INC. ,:... ... ;:>::::: :::';::.�: � .. 10. NO TREES SHALL BE PLANTED WITHIN 3 FEET OF CURBS. PLANNING AND LANDSCAPE ARCHITECTURE tt��$Q 333 AVE ADOBE ' . . '. ` . `"' t I 11. ALL TREES ARE TO BE LOCATED TrN FEET FROM ANY STREET LIGHT, POWER =1�6(.ArSRAMRLAS.SUITi2".MISSIOMVIEIO.CA.9m*117NISi7-7fN AN LEMENTE A 7 .•►• :;. >: ;::': » :: ' S C , C 926 2 ;: '.....- L EINFORCED CONCRETE BOX• FIVE FEET FROM ANY DRIVE APPROACH FIRE HYDRANT UNDERGROUND STRUCTURE I.E. CATCH BASINS, 714 498-4483 �. Mi Z CLEAN-OUT; AN D E FEET FROM Y DERBISHU SEWER LATERAL OR CLEAN OUT• AN THREE VAULTS) , AND ) , >, WATER METER OR SEWER LINE ATHLETIC TUR INC Q CIVIL ENGINEERS (714) 987-4306 LAND PLANNERS ,• ` 12 D MAINTAINED AREAS SHALL BE >• ; ,. 8331 UTICA AVENUE, SUITE1 32225 WESLEY STREET EIL .. ..'. . .;;� >�::•''.>' '� • * SIDEWALK MAXIMUM 8.3t •:: ::.'::f RANCHO CUCAMONGA, CALIFORNIA91730 t.. -i:'`: * MAXIMUM SLOPES IN TURF AREAS 5.1 cA, cA WILDOMAR CA 92395 ` . ..:r `•, "' * MAXIMUM SLOPES IN GROUNDCOVER BETWEEN SIDEWALK AND CURB 2% ' y _ * MAXIMUM SLOPES IN GROUNDCOVER AREAS BEHIND SIDEWALK 3:1 (714) 674 5077 PARTSA { t'. -3• '!.'.J,'• lei ' !-�J:'.'f USING EROSION PROTECTION PROCEDURES AND 2.1 SLOPES IN LIMITED AREAS T SEE MEET ! ! O ( � '� FOR.CITY USE ot�tLr SHEETS 3, o t o� . REVISION S . DATE DESCRIPTION APPROVED wtTtAL DATE 13, 20, AND 23 <::,. : < >r LANDSC t"NPE QUANTITIES : . G ... . i: :t .. ::f. �f I SCA XjO . .: -. � '�':.. STREET t�S!.::::::::::::::tt.:✓: I �'. ~. "� > ROCHESTER AVE. STREET TREES IN R.O.H. O V GRD i DRAIN NOT APPLICABLE IN R.O.W. 12 ARROW ROUTE TOTAL, STREET TREES TRAFFIC tltl � TOTAL TREES IN SPORTS COMPLEX: v FINAL CHECK I f. sia$ Y. TOTAL TREES PER SIZE: R/W : ,,,,,, ACHYCHITON POPULNEUS 5 GAL Iq 15 GAL Wb As CONST. i'► BR 1 '�-- - ' EUCALYPTUS MICROTHECA 5 GAL 22S 24" BOX 77 !lEltw� �wtaLL*"3� ■ht!*_frS �Els c iilR4Ll © 11>llf6 N KOELREUTERIA BIPINNATA BOX 77 5 &L1 - 'pf - 6 Com. 2.1i 20' HT 3to ^,. LAMS WERE PREPARED BY: FOR PRIVATE USE LIO"MBAR STYRACIFLUA I THESE P ` MAGNOLIA 'ST. MARY'S' 15 GAL �q 25' IIT 1 IS i.L a.. INITIAL DATE i I � �1 �: : :. PLATANUS ACERIFOLIA 15 1 �:;. ,.... l.�.L. DESIG\ GROUP, INC. DRAWN � v w AR IfITE R .'.�.•r+rr.... O ►la�Nl�4 AND la DSC ►E C CTV E • C HECKEn :�: :��::�:�::::::::::::::::::::�::�:::: '• :�� :::::::::::::::::::::::::::���� = PINUS CANARIENSIS 1 5 TOTAL SHRUBS PER SIZE: ��% -Y.c�«,.,s:.s�ur w.►,ca,�,•�',tx,.c�•�.., .:.: -' �- 331 - �-...- .- PRUNUS CERASIFERA 15 GAL �(e 1 GAL �la7' NAME DATE 9-18-9,1 , R NI TYLIFE A E X F :�� ::':.`•!•'�'•.�`�'�:•�`�'�• '� � PHO DA1v LICENSE Nut�1ER FILE 1 I 2O HT 17 Z SEE SHEETS 4, _ s I j RAPHIOLEPIS 'MAJESTIC BEAUTY' I5 lam.. WASHINGTONIA ROBUSTA' 251 HT I I CITY O F RANCHO CUCAMONGA 14 21 AND 24 �.,... ......... ... . .. RELOCATED WASHINGTONIA ROBUSTA 25' HT. `r : ... ......,.•.. ........ 4 TOTAL VINES PER SIZE. DEPARTMENT: PARK DIVI ION ....�,,............. ..':':::�� � COMMUNITY SERVICES S S IA. T.a• 0 I T L F} . Rin . . W°`'�� .lq... 1s GOAL 2 .....,..t•.;•..•.•. .•.... .. � 5 GAL 240 PROJECT NAME r I �' ��"4'�-'`"� t: RANCHO CUCAMONGA SPORTS COMPLEX VERIFY L�11�4TIT1 'L� s• �- �ot'1' S.F. �:. •''.'......':. r. TOTAL GROUND COVER AREA IS: , :. . -. ' — ..•:.• .•a.•,.•;.•..•.,•.,.:.••..•...• ... � I P{VDSCq SHEET TITLE :#:..:.,..,... 144 134 S.F. ` P 4 0 UE1� '4 F 9 TOTAL TURF AREA IS: 635 546 S Q� • ••�•• R MEET COVE S ((4{{ y ..•' :: 111 AP D APPROVED f"CA ............. . ( ./ LITY TOTAL SQUARE FEET OF SPORTS COMPLEX INCLUDING R.O.W. 854,297 S.F. OR j 19.6 -'•' .� . •., .. .. ......... ............... I ACRES �,gna: re TREES SHOWN ON THE PLANS SHALL CONSTITUTE MORE THAN ADEQUATE DA COMMUNI VICES MANAGER DATE 9,/?. CITY ENGINEER •—i —•-----•—• - ..,,r ——' — L——— — —-� REPLACEMENT FOR ANY TREES REMOVED PER TREE REMOVAL PERMIT DEV. NO. �-�y * � * APPROVE SHEET L—� OF L SC C _ � E AND APE AR Hl �l CTURAL PLANS sp(on a c (OH I P' )L I F X RANCHO CUCAMONGA CALIFORNIA ARROW ROUTE OF CAL�F��N\P AATPPRJY,E U DMiG OFFICIAL rA- DRAWING n0. OF DATE Z CITY PLANNER 1 `-f31 SHEET x-31 OF 23 61 Or*{II f4t*K FPM OVER M*,ON" Walit FF-MNOII,4AI4_ evif5� t7!✓TNIop�,a) 6. �-" MINIMUM THICK RETARDANT FINISH CONCRETE PAVING WITH SAWCUT � ��T$) AW ��� 01G4bl �l;�Z11 Mv t�NLA1, SNE�T 9• CONSTRUCTION SYMBOLS GENERAL CONSTRUCTION NOTES O JOINTS AND 4" MINIMUM THICK CONCRETE BAND, 5"-0" WIDE. SEE DETAIL E , SHEET f_- AND DETAIL 1 , SHEET 740 SOFTBALL FIELD METAL FENCING POST SPACING LAYOUT. SEE DETAIL C & �E SHEET �0 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST O 15!' r,.iNIMUM THICK RETARDANT FINISH CONCRETE PAVING WITH INTEGRAL ADOPTED EDITION OF THE UNIFORM BUILDING CODE AND ALL OTHER COLOR AND COLORED AGGREGATE WITH 24" NAT} 64WC -M C W__MlT; (1. BASEBALL FIELD METAL FENCING POST SPACING LAYOUT. AT APPLICABLE LOCAL AND SW15- CODES, ORDINANCES, AND REGULATIONS. �lD W UC-"r W" HNI%f, IN�ICu4,* VAT-V-Ag�.CETRIL D SHT� 4 M L J 5W. 9 SEE DETAILS D & E SHEET �0 CONTROL JOINS SEE DETAIL B. SHEET 6. EDGE TREATMENT MENT AT - � - - ' RITTERNGS MAT GRASSRINGS 2 . CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE �"' �"' �" �� '�"' 42 . SOFTBALL FIELD LAYOUT, TYPICAL. JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT CITY OF ANY �8 . 2-3/8" THICK STOCKHOLM-SUNBURST #6 INTERLOCKING PAVER WITH 6'., C1T&4L- S MAT SEE CIVIL ENG. DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE O MINIMUM THICK CONCRETE BAND 5 '-0" WIDE, MEDIUM BROOM FINISH. GRADING PLANSDE�I-fl, BEGINNING OR FABRICATING ANY WORK. I INSTALL INTERLOCKING PAVERS OVER SAND LEVELING COURSE WITH I 43 . STANDARD BASEBALL FIELD LAYOUT, TYPICAL.- SEE CONSTRUCTION EXPANSION JOINT SEE DETAIL A, SHEET 6. l COMPACTED AGGREGATE BASE AND SUBGRADE PER P6rAIL. O PLAN, SHEET 4 . � IGJ 3 . WRITTEN DIMENSIONS GOVERN. DO NOT SCALE THE DRAWINGS. AVAILABLE THROUGH: MULLER SUPPLY CO. , 714/849-1433 , 44 . BRICK DUST. SEE SPECIFICATIONS, THIS SHEET. CONTACT THE LANDSCAPE ARCHITECT/CITY FOR ANY CLARIFICATIONS. CONTACT: RON MONNIE. p ALT,010 _SEE DETAIL F SHEET 6/4 45. STADIUM INFIELD DRAINAGE SYSTEM; VERTICAL BORE HOLES 12" 8' MASONRY BLOCK WALL 4 . PAVING AND CONCRETE CONTRACTORS ARE TO COORDINATE THEIR WORK � " son- 41111F0.111-0111110" 41111F0.111-0111110DIAMETER x 24" DEEP, EQUALLY DISTRIBUTED IN SKINNED INFIELD WALKWAY METAL BANNER POLE WITH THE ELECTRICAL CONTRACTOR, DRAINAGE CONTRACTOR, AND 9 2-3/8" THICK INTERLOCKING PAVER WITH 4" MINIMUM THICK CONCRETE AT A MINIMUM OF 100 LOCATIONS, BACKFILLED WITH SAND. SEE ARCHITECTURAL PLANS FOR DETAILS SEE DETAIL E, SHEET27 IRRIGATION CONTRACTOR FOR SLEEVING, PIPING, AND CONDUIT UNDER BAND, MEDIUM BROOM FINISH. SEE DETAIL G SHEET _6,00, . SEE C- ff-r--T Z FOR LaA-nC*J. COORDINATE FIELD DRAINAGE ALL PAVING AREAS. co'°�' MEMO=Now" �® �e �r WITH CIVIL ENGINEERS GRADING 'AND STORM DRAIN PLANS. i0 6" x 6" DEEP CONCRETE MOWCURB, TYPICAL. 5. CONTRACTOR SHALL NO1' WILLFULLY PROCEED WITH CONSTRUCTION WHEN SEE DETAIL �_, SHEET 6 - �� �"I"�I� 46 . 3" PERFORATED DRAIN PIPE IN JXCAVATED SAND SLOTS, WALKWAY LIGHT STANDARD IT IS OBVIOUS THAT UNKNOWN OBSTRUCTION AND/OR DIFFERENCES SEE DETAILS �aC �, SHEET 25 SEE ARCHITECTURAL PLANS FOR DETAILS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH 11 8" x 6" DEEP CONCRETE MOWCURB, TYPICAL. 46 4" PERFORATED DRAIN PIPE !N EXCAVATED SANG SLOTS. CONDITIONS SHALL BE' IMMEDIATELY BROUGHT TO THE ATTENTION OF SEE DETAIL _K , SHEET 6 tiEE DETAILS B1� "E Sr•IEET 25. THE CITY INSPECTOR. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS12 RITTERINGS GRASSRINGS MAT WITH 8" x 6" CONCRETE MOWCURB. 47 PROVIDE AND INSTALL COMPLETE CAST-IN-PLACE TRENCH DRAINAGE DUE TO THE FAILURE TO GIVE SUCH NOTIFICATION. RITTERINGS AVAILABLE THROUGH: MAN-ARCH RELATIONS, SYSTEM "LITHOSCOPE" SERIES D-100 WITH CAST IRON LOCK-DOWN CONCRETE TRASH RECEPTACLE 714/536-3772 . . GRATING. AVAILABLE FROM L.M. SCOFIELD COMPANY, LOS ANGELES, 6. CONTRACTOR SHALL BRING DISCREPANCIES IN PLANS, DETAILS, SEE DETAILS t , SHEET ZS AND DETAIL K- , SHEET 6 218/723-5285 . COORDINATE LAYOUT WITH CIVIL ENGINEER'S GRADING SEE DETAIL G7 SHEET 11. . . . . . . . . . s SPECIFICATION SITE CONDITIONS AND PRIOR WORK TO THE AND STORM DRAIN PLANS. . . . . . . . . . 1 SYNTHETIC TURF, TYP. LANDSCAPE ARCHITECT/CITY'S ATTENTION BEFORE ANY WORK IS 13 RESTROOM BUILDING. SEE ARCHITECTURAL PLANS FOR CONSTRUCTION. . . . . .. . . . .. SEE CONST. LEGEND COMPLETED. 48 . STADIUM SCOREBOARD. SEE ARCHITECTURAL PLANS FOR CONSTRUCTION. NOTE 18A. 14 . CONCRETE PAVING SCORING AT RESTROOM BUILDING. CONCRETE PAVING W/TOOLED CONTROL JOINTS •7. WHERE A CONFLICT OCCURS, SUCH AS AMONG GENERAL NOTES, SPECIFIC SEE DETAIL - J SHEET _6A. /4-14D MT^IL- �.L �o. 49. SOFTBALL SCOREBOARD, SEE ARCHITECTURAL PLANS FOR DETAILS, AND SPECIFICATIONS, THE LANDSCAPE ARCHITECT AND THE CONSTRUCTION. SEE DETAIL f,, SHEET 6 AND DETAIL A SHEET 7. A RECESSED STEP LIGHT CITY INSPECTOR AND THE PLANNING DIVISION SHALL BE NOTIFIED AND 15• NATURAL GREY COLOR PRE-CAST CONCRETE TREEWELL f7 SEE DETAIL K, SHEET 7 TFEYWILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS. PANELS ON.CONCRETE SUPPORT WITH LIGHT SANDBLAST FINISH• . AL-T. 50 SOCCER SCOREBOARD, SEE ARCHITECTURAL PLANS FOR 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY SEE DETAILS A,B,C & D , SHEET 7 ALTIo CONSTRUCTION. SUBMIT SAMPLE PANEL TO LANDSCAPE ARCHITECT CITY FOR APPROVAL. PRECAST CONCRETE TREEWELL PANELS 51 SPORTSFIELD LIGHT STANDARD, SEE ELECTRICAL PLANS FOR SEE DETAILS A, B. C, D, SHEET 7. i i _ _ LINES, PIPES, VAULTS, OR BOXES PRIOR TO ANY EXCAVATION. ANY �� ����� ��w �• � � �� �� �..,� ��� ter. ' "_'''' ` `' BRICK DUSTWITH DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENT SHALL BE DETAILING. REPAIRED PROPERLY AND IMMEDIATELY BY THE CONTRACTOR AT NO 16 . INTERLOCKING PAVER PATTERN ON RADIAL LAYOUT WITH CONCRETE 12"X24" DRAINAGE HOLES. ADDITIONAL COST TO THE CITY. BANDING. SEE DETAIL I SHEET 6, 52 WALKWAY LIGHT STANDARD, _ SEE ELECTRICAL PLANS FOR 5EF- CONST p*(C t t?, HvTr-4r:p DETAILING 8"X6" CONCRETE MOWCURB 9 . LOCATIONS OF CONSTRUCTION ELEMENTS: LIGHTS, SIGNS, VENTS, I 17 . INTERLOCKING PAVER PATTERN ON PERPENDICULAR LAYOUT WITH I SEE DETAIL K, SHEET 6. HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. CONTRACTOR CONCRETE BANDING AND TREEWELLS. 53 WOOD PERIMETER FENCE AT STADIUM. SEE ARCHITECTURAL PLANS TRENCH DRAIN AT SHALL NOTIFY THE CITY INSPECTOR SEE DETAILS L SHEET 7g. FOR CONSTRUCTION. aumm Gomm* IMMEDIATELY SHOULD THE LOCATIONS OF THESE ITEMS INTERFERE WITH SAWCUT JOINT, TYPICAL 1" DEPTH. VERIFY LOCATION AND ALIGNMENT STADIUM PLAZA. THE PROPER EXCAVATION OF HIS WORK. VTILITI� .S t) M LOCp1AD? ' 18• rr5D 4 GROUP PICNIC LAYOUT ON CONCRETE PAD. # el WITH CITY 'INSPECTOR AND LANDSCAPE ARCHITECT PRIOR TO SAWCUTTING SEE DETAIL SHEET 11�. . INTERLOCKING PAVERS 5F� ra4Vr l.E6FAV -� IImo_..,�.. -$-� .'." K�I��}7 10. THE DRAWING$ AND SPECIFICATION`�REPRESENT THE FINISHED WORK. 18A POLIGRAS MULTISPORT H SYNTHETIC TURF SYSTEM WITH DRAIN ELASTIC MAT SEP. �" �� �'� MIN.. SEE DETAIL I, SHEET AND DETAIL L, SHEETS O COLOUR OLIVE II AVAILABLE THROUGH : POLIGRAS U.S.A. INC. (813) 442-2570. I >i31nALT. t r"��"'�`�•"' �"'�"` �•"� ALL BRACING, TEMPORARY SUPPORTS, SHORRING, MASONRY, ETC. IS INSTALL PER MANUFACTURERS RECOMMENDATIONS. _ __Ps_• � w""� `� ��' THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION V ISITS . . . . . . . . . . . . . . . P�IpA -r•�T* - TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE 19 5' x 5' CAST IN PLACE CONCRETE BANDING WITH SCORING AND LIGHTttwh T/f E H, 3HF-ET Ilh INSPECTION C'F CONSTRUCTION METHODS AND SAFETY CONDITIONS AT RETARDANT FINISH CONCRETE SANDBLAST FINISH TO MATCH PRE-CAST CONCRETE PANELS. 56 HAWS3380 HANDICAP ACCESS DRINKING FOUNTAIN ON CONCR . SEE DETAIL E, SHEET fi AND DETAIL i, SHEET 7. THE WORK SITE. THESE VISITS SHALL NOT BE ClJI.15TRc1E17 AS SEE DETAILS A, & C SHEET 7 . R COLOR: WHITE. SEE DETAILS Ate, & C SHEET11 _. . . . . . . . . . . . . . . ��� �� •�-�• ���� �-•----..�.s.. CONTINUOUS AND DETAILED INSPECTIONS. 20 CONCRETE MONOLITHIC STEPS WITH 6" RISER AND 18" TREAD AT 57 WALL MOUNTED DRINKING FOUNTAIN AT DUGOUT ' I1. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO SPORTSFIELD SEATING AREAS. SEE DETAIL G , SHEET 11 SEE DETAILS E_F.G & K SHEET 7 3" PERFORATED DRAIN LINE COMMENCING WORK. 5g . LIGHT BOLLARD ON CONCRETE PAD. 61C7AL . o _ _ .;•::;.::o.::; RITTERINGS GRASSRINGS MAT. � >�AiLsB�J�E,SHF�I'25. 9 el - SEE DETAIL D, SHEET 25 12 . ALL FORMS AND ALIGNMENTS OF PAVING WALLS LAYOUTS AND 21 NOSE TREATMENT AT CONCRETE STEPS ` SEE DETAIL SHEET 11A. ° SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE SEE DETAIL F SHEET % �� '� CITY INSPECTOR AND THE PLANNING DIVISION PRIOR TO POURING. 59 . ALUMINUM BENCH SEATING WITH MOUNTING BRACKET OVER CONCRETE •i ti^ '; GIVE A MINIMUM OF 48 HOURS NOTICE. 22. 2" DIAMETER PIPE HANDRAIL AT CONCRETE STEPS. COLOR: WHITE SLAB. SEE DETAIL F :SHEET 8 To h1°*Tz-H LI5Hr SEE DETAIL G SHEET 7 'I BRICK DUST. TYPICAL. SEE SPECIFICATIONS. THIS SHEET. 00000000 4" PERFORATED DRAIN LINE 13 . RAMPS INTO BUILDINGS SHALL BE PER ARCHITECT PLANS. �"'��'� �• �•� �•���� B10 ALTERNATE 4 LANDSCAPE FORMS&3- 18-STADIUM SEAT • ; ;:•;`,.,_,s,..,;•,.,, $EE t7ETA4li;, S,Cl kJ cH EST ?fi. 2 COLOR: WHITE. AVAILABLE THROUGH: LAWRENCE CASEY & ~ ✓ 'IV ASSOCIATES, 4139 VANETTA PLACE, STUDIO CITY , 91604 , 14. SLOPE OF PROJECT WALKS SHALL BE PER CIVIL ENGINEER'S GRADING I 'IC r� ilii til �i�tl tskuuM r1N1sH . 818 761-0655. PLANS. SEE DETAIL A SHEET 1 / 30' HT. GNaINUNIL FENCING. sITT= UC*Mw rM AHTS 15. ALL DRAIN LINES TO SLOPE PER CTeIL ENGINEER' S GRADT"G PLANS. 24 . RECESSED STEP LIGHT AT CONCRETE STEPS. 60 WALKWAY METAL POLE WITH EXTENDED ARM FOR BANNER. SEE • O O E1�CTl21CA{, Mq 1 SEE DETAIL K SHEET 7 ARCHITECTURAL PLANS FOR DETAILING. SEE DETAILS A THRU J, SHEET 9. . IG. ALL- PER-FoRATaV OR,AdHPIFF- 'I5 'ro M lP4ST/`p,4_1_so IN G PERIMETER MASONRY BLOCK WALL WITH ROLLED CAP AND CEMENT 61 CONCRETE TRASH RECEPTACLE ON CONCRETE PAD. OXG" ewmatETE mowcLIR$ rt`I'LaN %K-• PLASTER FINISH TO MATCH ARCHITECTURE. SEE DETAILS F & G SHEET _11 •••••••••••••• 20' HT. c-H4JNL114K- FENCING. � �-- -- �- -� �- g•E� MrA)L N, �E£r6• SEE DETAIL SHEET �. 6'ID Ali,- .�?�I- SEE DETAILS A THRU J, SHEET 9. BID ALTERNATE b : PERIMETER MASONRY BLOCK WALL WITH PRE- ,•. �: �t�.:A1�..,,,1. -, BRICK DUST SPECIFICATIONS CAST CONCRETE CAP TO MATCH ARCHITECTURE. SUBMIT CAP 63 . BIKE RACK ON CONCRETE PAD. SEE DETAIL _Q_, SHEET _. SAMPLE TO LANDSCAPE ARCHITECT/CITY FOR APPROVAI . g� 11 TRIC*_ ATE - SEE DETAIL B SHEET 8 10' HT. CHAINLINK FENCING FFY ¢� ( II.�t-Ec 64 PLAZA TREEWELL TREE STAKING. SEE DETAIL _ SHEET . . SEE DETAILS.A THRU J, SHEET 9. ••�•� ��••• • � •• ••• IC_UL�l2_ F_t�b 60% CRUSHED BRICK �E CE-.TAIL G T �i�• s 65 30 HT. BACKSTOP �`'►►�I-INS . r• ENCING AND POST LAYOUT WITH WOOD 400 SCREENED CLAY BACKBOARD. SEE DETAIL A , SHEET 9 AND DETAIL E , SHEET 10 . 8' HT. CHAINLINK FENCING INSTALL BRICK DUST 4" DEEP IN INFIELD �•s �� w �..� I - 26 . MASONRY BULK RETAINI[lIG WALL WITH ROLLED CAP AND CEMENT (66 BARBEQUE GRILL ON CONCRETE PAD, BURIAL MOUNT. tJ #� SEE DETAILS A THRU J, SHEET 9. MARKETED AS 'ANGEL MIX' OR (APPROVED EQUAL) BY: PLASTER FINISH TO MATCH ARCHITECTURE. SEE DETAIL B , SHEET 1I_FOR LOCATIONS CORONA CLAY SEE DETAIL C , SHEET �""• �� �"'� �'��� �_. SEE SHEET 27 FOR STRUCTURAL DETAILS. 9 714/2�7-2b4-1 IAAE 27 . MASONRY BLOCK RETAINING WALL WITH CAST IN PLACE CONCRETE_ CAP Ali EL _ , ruF, �A,Yjui ALIGN, TYPICAL. I AND 1/2" DEEP RAKED HORIZ. .JTS SEE DETAIIti V, 4*78 # M,�4T. 7,^Nd SIEVE TESTS AS FOLLOWS: r;` TTA L_ 61 1 1FMT II68 . SHOVEL CUT EDGE. MIN . 95% PASSING THROUGH 915MM STD. SIEVE 28 . CAST IN PLACE CONCRETE SLAB OVER MASONRY BLOCK SEAT WALL AT MIN. 65% PASSING THROUGH 500 MICRON STD. SIEVE SOFTBALL/I3ASr-_6AL1- AREAGi• SES PfFrAIL-4 fI F+ cHE�T S• EDGE TREATMENT AT RITTERINGS GRASSRINGS MAT IN PARKING AREAS. SEE CIVIL MIN. 30% PASSING THROUGH 53 MICRON STD. SIEVE 69 ' ENGINEER'S GRADING PLANS, DETAIL �L, F-F '.'SFIt. • 3 ABBREVIATIONS .03 EXTRACTABLE CALCIUM BASED ON DRY WEIGHT AND 29 . CAST IN PLACE CONCRETE SLAB OVER MASONRY BLOCK SEAT WALL AT R E V I S 1 O N S FOR CITY USE ONLY UTILIZING loo OF SODIUM ACETATE EXTRACTING SOLUTION. SOCCER FIELD (SINGLE ROW) . SEE DETAILS H & I , SHEET 8_. @ AT D.F. C2>ZIICD?G FOUNTAIN �• JOS RwD RFIXa00D DATE DESCRIPTION APPROVED INITIAL DATE A.B. ANCHOR BOLT DF DOUGLAS FIR L. LENGIF{ OF ARCl � MOUF�D� �_L_0F_ �ILT1114 TFC 30 CAST IN PLACE CONCRETE SLAB OVER MASONRY BLOCK SEAT WALL AT _ _ _ STREET A.B.S. Af_RYLCNI'IRILE BUTADIENE STYRENE PIPE DG DECOMPOSED GRANTTE ROS R.O.W.R.o.w. RIGHT OF WAY SOCCER FIELD DOUBLE ROW) . SEE DETAILS SHEET 8 WATER/SEWS L.A. LANDSCAPE ARCI{ITECT ROS ROUE{ SJ�kfil ( ) __�___��r A.C. ASPHALTIC CONCRETE DIA.; 0 DIAMETER LAT, LAT&PAL, S SOUR{ F0LLOWIN61� GRD L DRAIN AC AGS DR DRIVE LF LINEAR FEET SCH Sc:�.E If �y M 11 �y�� �•'l II 31 MASONRY BLOCK SCOREKEEPER'S TABLE WITH CAST IN PLACE CONCRETE `NNDSCA,, TRAFFIC A.C.P. ALTERNL1S CFZgNNP D6. DC7vv37SFYX7I' mamv I II�C IW/o G�,�Y WIT-14 �' O MUE !rk FINAL CHECK ALT ALTERNATE E EAST LT. LEEP � �N �� TOP AND EDGES. SEE DETAIL �_, SHEET 8 . � cy MAX. MAXINUM SDC. SECI{Iccr I �Q AII)M AIJ AfINUM EA EACH MFG. HhNUFAC7JRER SG SUDGRADE AFI L r -MK' ON TOf R/W APPROX. APPROXIMATE E.C. END OF CURVE H.H. MANHOLE SKr SHEEP �� "� J 32 . SOFTBALL/BASEBALL DUGOUT LAYOUT. AS CONST. AVE AVENUE E.C.R. END OF CURB REI[JRN MIN. MINLI UM SF SQUARE FEET (FOOT) II0UNp. MW' AL-50 hVhl LA�L� 60900^ Gly LL AVG AVERAGE E.J. EXPANSICXJ JOINT SEE DETAILS F & G , SHEET _ , N NOFrII{ SPEC SPECIFICl,TICXIS B.C. BMDZ41�G OF CURVE �V• ELEVATION S � PLANS WERE PREPARED BY: FOR PRIVATE USE N.I.C. NOT IN OOKIRAC;T SQ. SQWFtE S�o�alu�P BC BOTCH OF CURB EST. CONSTRUCTION LEGEND SEE DETAILS J ESP7I� s' TE NO.; / NUIZER • SIFT' 33 . GALVANIZED STEEL PIPE SERVICE ACCESS GATE WITH FORK LATCH. - B.C.R. BEGINNING OF CURB RE=I E.W. EACH WAY N.T.S. NCIr TO SCALE STA. STATION , SHEET _�. * � � RJM "TIAL DATE BIDG BUIlDIM EX.; EXIST DasTI�c OC ON CENTER SID ST'A'B' CONSTRUCTION �d1e �, DESIGN GROUP, INC. DRAWN BLVD BOULE YARD EXC. EXCAVATIONOD OUTSIDE six SIp� q q: B.M. BENC}i MARK FFE FINISH FIZZ ELEVATION OPP• OPPOSITE IAMf'I'ER S/S,{ SIDEWALK O '- 11 rE OF CA` O ,J PLANNING SANDSLAND .MIWOAPE %IEJO.CTURE CHECKED 34 . 8 0 HT. MANUALLY OPERATED SLIDING GATE WITH WIRE MESH FABRIC V �F ,J ;1�S LAS RAM6US,SUTE ri1,MI5Sl0�AlU0.U.1A11 IRS BC7PICM OF SPEP FG FINISH GRADE S4S SURFACE FOUR SIDES IN CONCRETE TRACK AT FIELD MAINTENANCE ACCESS AREAS. - Bw BACK OF VaLK F.H. FIRE HYDRA'�II' P.A. PLA.`1IIOX AREA NAME DATE - c �� � �� �� P.B. PULL Box T TANGENT G 4 " MINIMUM THICK CONCRETE WALK, MEDIUM BROOM FINISH, WITH 411 SEE DETAILS A & B SHEET �0_. _ LICENSE NUMBER FILE CB CAVI �� Fs FACE O �� PIC•C. POINTPOINT OF CCETC ND C TOP OF CA= BFCOTD4G DETAILCEMENT CICINCRETE 7C TOP OF CURB WIDE TECL TROWELBANDSAN6DS •IN ALL PEDESTRIAN TRAFFIC AREAS. SEE 35. STADIUM FIELD ACCESS GATE,. SEE ARCHITECTURAL PLANS. CITY OF RANCHO CUCAMONGA z C.; CCkID. CONDUIT F.O.B. FACE OF WILDING P.C.C. POINT OF CXaNu�J(Jt{D CURVE T.C.B. 'IUP OF CATCI{ BASIN C.F. CURB FACE FT �, FOOT P.R.C. POINT OF REVERSE CURVE TG TOP OF CRATE O _ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION C & G CURB AND GUTTER FIC. FOIDTIiG Pi. PLACE T & G TCIKZJE AND GROOVE 2 . 8t1 MINIMUM THICK CONCRETE WALK MEDIUM BROOM FINISH WITH 411 c.J. OOt7ITbOL JOINT GA. GAUGE O 036- 30' HT. GRID METAL FENCING WITH 12" CONCRETE MOWCURB BELOW. PROJECT NAME PL PCIAIR PO LINE TP TOP OF PAVING DEDAILTE�L TROWELBANDS ANDIN ADETAILLL ICILARSHEETFI� AREAS. SEE SEE DETAILS A THRU J , SHEET _,AND DETAILS C. D AND F SHEEET 10. RANCHO CUCAMONGA SPORTS COMPLEX CIR CIRCLE W. GALVANIZED P.P. PC,'FR POLE TS TOP OF WALL cx cazl� LINE W. C;RO<Jh'DCY7✓FR P.S.I. PCV.az PER � INCIi TW 'IUP OF WALL F C.I. CAST IRON G.L.B. GLUE LAHENATID BEAM "1 C.M.P. OORRUGATID METAL PIPE G.P.M. GALLONS PER MINUTE �' �� TYP TYPICAL 37 20' HT. GRID METAL FENCING WITH �2" CONCRETE MOWCURB BELOW. SHEET TITLE C.M.U. CONCRETE MASONRY UNIT G. P.T. POINT OF TAN�3ENCY V. VOLTAGE ( 3 .� 1' " DEEP CONTROL JOINT, TYPICAL. SEE DETAIL _B , SHEET 6 SEE DETAILS A THRU J , SHEET 9 . AND DETAILS C. D AND F. SHEET 10. CR. PNC POLYVINYL CHLORIDE V.C. VERTIC!iI CURVE `� _ - CONSTRUCTION LEGEND AND NOTES C.O. CLEANOUT G•RND CPL-TLD VERT. VERTICA'_, R. B. RADIUS 4 . EXPANSION JOINT TYPICAL. SEE DETAIL SHEET �. UA �� �x�zE c�1Y GUY WIRE vlc. vIc>zrrlY ' 38 10' HT. CHAINLINK FENCING WITH 12" CONCRETE MOWCURB BELOW. R.C.B. RE]?v`FlOF�..'�D (�tJC32EPE BOX APP V AP-ROVED OCINSP CX{SIR=/CINS`I_M ION Hr. HEIGHT R.C.P. REINF D CDNCf2E.TE PIPE w/ WMI SEE DETAILS A THU J , SHEET 9 . AND DETAILS C. AND F, SHEET 1Q 4 tel'• Oorrrll,7)3uS HDR HEADER RD ROAD w WESr 5 . $ " MINIMUM THICK RETARDANT FINISH CONCRETE PAVING WITH SAWCUT C.P. CCINCR E: PIPF. HORIZ HORIZONTAL R.C.V. REMOTE CONTROL VALVE W.P. WATERI'ID0FIM JOINTS AND 811 MINIMUM THICK CONCRETE BAND, 51-0-- WIDE I NI&7 1K 39 . 8' HT. CHAINLINK FENCING WITH 12" CONCRETE MOWCURB BELOW. JG C.R. CURB REIVRN HP HIGH POINT RID, RECORD Wid4 WELDED WIRE ?�{ c,EE pETµiLE SFiEJ:'T'6 M1CJ GETAJL ev F_ T DATrj" COM. NITY E MANAGER DATE CITY ENGINEER CSK. 000JNI'ER.SINC ID INSIDE DIAMM- TR WY P,4Jb ACCO 1 ' SEE DETAILS A THRU J SHEET 9 . AND DETAILS C. D AND F. SHEET 10. CU. CUBIC INV. gm REF. REFUUNCE �$ -T�°C - ' - APPROVED .4 CU. FT., CUBIC FEET IRR. 1luucr,TION REQ. D 0,5A 2' HT MASONRY BLOCK PLANTER WALL WITH CAB-T--IN PLACE CONCRETE CAP ANC` O3I # �, DATE U OFFICIAL SHEET �1� OF _ I CY CUBIC YARDS J.B. JUNCTION BOX � RAILROAD 1 rr 10 K •f PA` rA-YVJ- � (71 T �T TUT �- rnpA4- 2" DEEP RAKED HDRI'L R4�E-D JOI►�'1�• DEVIL D `�H1:ET 8 G aPPRovED, f - , DEP. DETAIL RT. RIC;tiI' r ) DRAWING NO.�OF �► M, SI IEET 7. P�T�cl �I�-£T �5�+. i1 �� �� DATE CI Y PLANNER �-�I S H E E F F3. r t ++ SEE CIVIL ENGINEER'S PLANS FOR CONNECTION J. 52- of OF STADIUM FIELD DRAINAGE SYSTEM TO SITE C 4 j.' S.B.. FROM F E qF 6065T L-o� 1 ,067A415 H tX POR STORM DRAINAGE SYSTEM TYP. �7 22-0 --- 1=L. . c PLS 11 111 1 11 . 1 111 �(,lml Ri , 1P.A. 3 0l - _Q 11.1 P.A. 33 P.A. 33 P.A. - - - Z 0 °o ' o o ` '' P.A. q P.A. ° o P.A. - - •� � -� • °° I F. Q P.A. TYP. I� AL �.� A P.A. — I �.;;: P.A. 'ol TYP ° , P.A. o = =-i t�• L-. P.A. TYP. ' la°eoove P.A,- • ,� _ FL, ° °e o°° o L ` D ; : 82.0 °°e o 75 ° o �o SH T �8 to° fi g F LAY F e�.o _-__; P.A. _-` 39 0 ° O n P.A. oU Ili I-LIP�L "' I 4 ° C OR 73 R.E vt 61* TD c P.A r BRIC4 DVS7 6�/4X •o -_ ?-ob _ Wit.. :�= - °e a PROFE 10 AL ° 1 0 81,o 5 o �� - BASE LL FI D 1 ` f °°• 1 / ° SI'� 82.0' 0 0p0 45 TURF o ... �,� °o p �I O I ui - ' @A— c�ff; ` T-rP. x� - I 7 c I � - - - - - - -_ "_ - - - •-- 82.5 -_ 1 , 0 6 8 '','',,• o ol o 1- = - o S _ C - C 2 - L 4 - _ I3� FIE - _ L - " L - 1 BA - FT 1 �-' r•. !+ T 0 _ 8 P.A. o� c _:_ 803 :: - ,•• ;. : P M TURF `-•� 18 A - A. _ - �/ - _ 2 - - 4 : : 0 - - r E EE SHEET- S S 3 c 1 - 'i=':-- - c '�';- fel 0 •v' i • c 6 ' 0 c= � o O J1: 0- - - .. - P.A. 0 „ " - P y7/A Tf - d - � I tle- 5f>r(' O - o to 68 - - e " I - I� o 1 0 2 - 1 - - a e 'f °o o 0 is - - o 977-77 ' o 60 8 0 0 I + +1 - ° i•�IzF' 3 cJ + + + + o + + - 8 6 A ! b T - GONGRE Ic � I E d 1:(�4) N+ + + + + N4 + --� r + S - GF - - A i �-GA� N I � FI H - o° h N + C\ o p - 1 _ -; D L BI ALT. vl - o T INT GO RY 666 4 - _ _ 2 N��E N 4 - 6 c 1 - o' - I - - .L O N - A s'. S. / PS - - M IAN - - N 1% - I. - 8 5 80?� - 8 - - - YL `•, E I - N - G 5E� I le - I f'1.�1�1• 34 - O 0019 )00 00 6 J0000000000 o ....�-....ter.._.... -�-•=-� * �.. • e 1 1 i� 5 01,0 I EE ,• GN CONCfMTF-• ttxiE OF KI?`1�RINC� , o �o p w l-rH Tl f NA71ON OF f�LL�-tom - _ OUT r�T "fes ACCF - AND A r SEE GML ENGINEE�"G "IJ. w ID ALT 10 _ r5l �. N I SEE ELECTRICAL PLANS FOR DETAILS OF ALL LIGHT FIXTURES IN PLAZA AREA 6 2 15 r ;i--- - ` J AND SPORTS FIELD LIGHTING. Jq1 64 V>t US GUS1v1t 8 ago -_ - — N z u-m• SEE SHEET-5A FOR LAYOUT _ _ /s Ole OF PLAY/PICNIC AREA j „ (/,� , PART�A 1 � ....._�� �... �.._.�.._. �_ .,../ � N •�� `PNDSCgp A E. 1 —T O t� ; � E SC L "tel v Il"T W �Ne PA' S ff14� h55 ID n �O U E r►,y� q� Pov/00 8 _� BID ALT. #9 Qo�� ", �'� R E V I S i O N S FOR CITY USE ONLY . /vp • 3�0 �, '',��f�� 8o rAm Ph"M� �T NOTE. c BID ALT. 1 O ^ R' DATE DESCRIPTION APPROVED STREET INITIAL DATE SEE SHEET 5 FOR LAYOUT OF PLAZA AREA, / `' Slgna!ule WATER/SEWER P✓R/7T 'CCD ND• ! ` L GRD L DRAIN CHAINLINK FENCING AND DUGOUT AREA - j'I, Date Q• TRAFFIC 4j OF CAL�F�P� \ FINAL CHECK SEE CIVIL ENGINEER'S GRADING PLANS, s �- Gl�A l�A E R/W SHEETS 7, 8 AND 9 OF 16 FOR ROLLED ND L -` - �lf� AS CONST. �,� $ � � KEY MAP NO SCALE CURB LOCATIONS. A4ppl5 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE SEE SHEET 1 A FOR CONSTRUCTION IZ,]'�1 INITIAL DATE '. ' rz54~ I)ESIGN GROUP, INC. DRAWN NOTE■ s i3 ,� Rz�16`�Cl1TEL0 61PISCMR�IEJOFC4 169 LEGEND AND NOTES. CHECKED ALL CURBS AND GUTTERS, WALKS, STADIUM AND RESTROOM NAME DATE 9-18-91 LICENSE HUNKER FILE FIELDS AND F' CER BUILDINGS,, SOFTBALL/BASEBALL FIELDS, SOC � ;� , k � ` � CITY OF RANCHO CUCAMONGA CENTERLINES OF PLAZA PAVING HAVE BEEN COMPUTER DIGITIZED. }': ,1,' E,I COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION NDSCAPE CONSTRUCTION � ` -•�' I I • �-:• _ W APE ITEMS ON THESE LA �;� , �� ,I�;,• • .,�.a •.,. .•,,_f I Q PROJECT NAME THE HARcc DSC _ - - RANCHO CUCAMONGA SPORTS COMPLEX �``^ SHEET TITLE PLANS ARE DIMENSIONED FROM THE APPROPRIATE COMPUTER 1 COORDINATE POINTS. '' r L-- E - 1 1 w CONSTRUCTION PLAN D e I cc APP D GRADING PLANS FOR COORDINATES AN APPROVED SEE CIVIL ENGINEERS G 1 DIMENSION PLANS (SHEETS 12, 1 �, 145 AND 15). �� _e p I s I DAT pM LAITY EJt MANAGER DATE CITY ENGINEER II` I APPROVED r"` r� A 1 SHEET �--2A OF -J 1 � . __ _ � Ali:•.-_. ._. ._. DATE l OFFICIAL 01 APPROVED! >- r}� ------ — ---- DRAWING NO�OF� DATE CIT Y PLANNER 31 SHEET 2.33 OF � 3 • e t i r mmmpmm 1 / _ I M T M LINE SEE 1 EET 2 , . . NOTE. I ALL CURBS AND GUTTERS, WALKS, STADIUM AND RESTROOM 15"N -ANO NI� NCS BUILDINGS, SOFTBALL/BASEBALL FIELDS, SOCCER FIELDS, AND Nom• P.A. : CENTERLINES OF PLAZA PAVING HAVE BEEN COMPUTER DIGITIZED. s c�v�� F�• tp°� - No• �-r� 1* .A� THE HARDSCAPE ITEMS ON THESE LANDSCAPE CONSTRUCTION ♦ ; � P 1 PLANS ARE DIMENSIONED FROM THE APPROPRIATE COMPUTER ♦ 1 7 (DiAT IMFF 6w Pt I& out--jJ'5101v aw� _ 4'q ood 'Aid-; d' po f SST- L _ d Q COORDINATE POINTS. �,of( 0 SEE CIVIL ENGINEERS GRADING PLANS FOR COORDINATES AND 1, 1 - - --- - -- ----- - - DIMENSION PLANS SHEETS 12 i35 14 AND 15). ARKSPACE PEN PARK, - _ _ 4 • C7 - - (OVERFLOW PARKING AREA) j SEE SHEET 5 FOR LAYOUT OF PLAZA AREA , CHAINLINK FENCING �.' � T� i 1 W M r W A L' �_f' _7 21 ° AND DUGOUT AREA ,' E . evilm o i Z * — T W P.A. T P.A. • } - �/ �cS H b `' 1 o000000000a0 o _ , 12 ° i Jr ; :.: p-170 P.A. 34 , � I I 2 ILV1 i s , , r ; `.7� ;r' t„r r h; ; : :.' • P.A. P.A. 00000000000 0000000000000000000000000 0 •• 0 . e ''7: `'O rl q .Y.6,-„-n. ','fit`: `=:`.ate;%:_”":; i'h:rf?Cd;'::•,r ' °• e e o t u o 0 0 t,. 4 3 e - - o - I o 0 .:1 1 - _ e p - - o • T r r,= k'r =C n- _ _ _ _"fid:•;`LS M • P.A. 1 L ,V' - J 68 " A -r, 4 °o 6 I 4T•r ',_ :', ';ism,;• ' _ ::i.' `Vi`I:•`:i' Z,Y.,•_/ � _ "Cf'1l'rn .> :✓=',,,;- 'yi '-Ay-1 _ •t j:`L%.,,,w'..'S:i-r.l:s,rl'`:Ai,`. `n .[s, '} 1 _ 1 M, - - �'rri,Nr;- ;ref`:'i_r: - - - • o 25 :''•,.T.�'C:y',�=1'_i% - -rl :-:' 44 ALJ&N alp - 1 11 �}= „a,n !�i;_`� -rr'4 J`F.� _ Mq .�•clyc, :i' ':• •:,,i;, _ - � - / 1 _- loo 6 3 0 �''',;• 'Er'i `•r iia"l'>rv.'`-%;'.iii '' :f.^ t�.'ii'„? ,r ,':. �I IK� 1 1 ✓ 1 Nl7-i 1•►tet I Wi1/ r - I H A n a4 or rouzv o ;;r � I+C.GP-65. 5E� GIt11t. EU6• g 68 SOFTBALL FIELD 51 _: ' _ - O .__,,_ _ P.A. AL o 4� 'sj .,,,;,y TYP. a: (TYPICAL) 0 .1 68 i 1 % 1 , X-1--.1 w TURF Ao ;� • P. i�. , � _ - 0 0 60 3°� a- � 3 0 1 � O o 0 15 64 _ 0 0SOFTBALL FIELD 2 ° o .A 0 19 (TYPICAL1 �' 4 P ° o 1 0 t -�' TURFcr °e r 0 0 0 All-I ° P.A P.A.TYP. '•:• 7. b ,Ad `: o e4 I'll' OM �" _ Q'' • e. 0 /gf f!� 'g� A,p P.A. • o mss: 11 O ~,,` °O• • • 1 49 • P.A 1 40 _ 51 �f ` �' - P.A. P.A. MINI -cel > :4q... l pEIIN CoNGIT� t71 t P.A. ' �s �' :_` �' y+" PST �NT otx lW IcveW_,y, 9 iry - v 51 G ...... :::: ....... .... ....... -- -- ---•—•—•---�•—•--- — — — — — • — — — — — — •�� MATCH LINE SEE SHEET 4 10 �jl_Od - ■Ir �' a -_ 1 - V I—.. -— ._..� _ •::::. .... ____- _ SNP G;oN< K�T� �NDI Nf MATCH LINE SEE SHEET 4 � `` ErRY �/tN ,� iNT o� 11 1 PARTtttttttttttA _ . � i I Ih� R E V I S 1 O N S FOR CITY USE ONLY 1 R�TirltPlCWAI.LE PNDSc L SPE DATE DESCRIPTION APPROVED INITIAL DATE I I7�T�IL E3� . I-IF-;;T 27 �Q�O ,uE r N4��Z STREET t fr ATER/SEWE GRD L DRAIN o • ,r � j _, • i �"c 1 TRAFFIC t, Signalpre FINAL CHECK o• Y�L - - ( / o m/ f Y'b 1Ar)vpMv*l1)ep vjp1mk 'v AS CONST. 7� Ns v� NOTES.: r THESE PLANS WERE PREPARED BY: FOR PRIVATE USE SEE CIVIL ENGINEER'S GRADING PLANS =�% - Y- , RJM INITIAL DATE .r: gg� INC. DRAWN SHEETS 7 8 AND 9 OF- 16 FOR ROLLED - -� ' 3 DESIGN GROUP, !• PLANNING AND LANDSCAPE ARCHITECTURE RB LOCATIONS. ` �I��� `t .L.—A` , .•;Z&<LAS&ANBLAS.SLTnl'4.MLWONV1E10.CA"M CHECKED CU I ; � � � �uv"i°"" NAME DATE 9-18-91 LICENSE NUM6ER FILE SHEET 1 A FOR CONSTRUCTION SEE S • .. W CITY OF RANCHO CUCAMONGA LEGEND AND NOTES. { COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION j PROJECT NAME Q RANCHO CUCAMONGA SPORTS COMPLEX W SHEET TITLE CONSTRUCTION PLAN - '` I ¢ AP VE APPROVED UA D COM ITY SER MANAGER DATE CITY ENGINEER 7= _ 'f7'r' I1 ;; AP VEO A z �!;::: SHEET l-3 Of s, 1 -•--- - . DATE OFFICIAL -- APPROVED/ ----- ---- . . ----- DRAVVING NO. DATE CITY PLANNER SHEET F 1931 _ *10 8 ,` ooe GML Eok3fr tseg:S Gfw;t I'l..we,, SHEET'✓ 7,8+'I of Ib fcK Fol LED GURp 0 / 5EE 514EET 1A FofL 4410" UOMPFl �• • �� �� LEGEND A�-W NOTES. I r _ , . . - ._.. . _�`" �� (off ♦♦, p00 4- ,, �. i ♦ #1 ... z he i F _... . _ . / 7. A " j MAC LINE SEE SHEET 3 - - _ tfilfi ���t:t♦ P.A. .A. _- f >ri♦ -' :;::::: :: P BID ALT. # 16 - . ; : _ o J i o P.A. P.A.i P.A. - .. . - ---- ------ 06. . c;�00000 oo00�<�000 o r..> o c,o"ooc,o0o 000000 c ��6, R-�G, 000 :oocc ,o 0000000000000 'b' oho 0000"000000� o ° o p Qr�\!Y Z ''s�C,1NC 0- c _� 46 A • P.A. TYp II P.A- P.A. P.A. L P.A. oe z NOTE: 46 A a/r n- P.A ALL CURBS AND GUTTERS, WALKS, STADIUM AND RESTROOM 1��1 - Na 6Y 29 BUILDINGS, SOFTBALL/BASEBALL FIELDS, SOCCER FIELDS, AND SOCCER FIELD SOCCER FIELD o CENTERLINES OF PLAZA PAVING HAVE BEEN COMPUTER DIGITIZED. ( 195' X 330') _ _ ( 195' X 330') _ THE HARDSCAPE ITEMS ON THESE LANDSCAPE CONSTRUCTION TURF .0 m TURF o a 0 30 4 PLANS ARE DIMENSIONED FROM THE APPROPRIATE COMPUTER V n o P_A. COORDINATE u� P.A. POINTS. SEE CIVIL ENGINEERS GRADING PLANS FOR COORDINATES AND DIMENSION PLANS (SHEETS 12, 13, 141 AND 15). 9 56 A Q Q _ TYP _ .o - 46 . P.A. T I I 34 68 1 "• P�o�� �r oN r 3 :== ,. Co/`' - • C `f�.s7`/tom p TYP o I Y`,\ II 2 -. P.A. c 77 ,. IoMIN. 39 P,A. P.A. Q 0 43 J 63 . SIR• 14 _. ti Tye' 2 39 • _ f I� 60 CIA 90 »000 )oo0 000000000 oQoo • 0000 N- I00000 000 000 00 6 n ,�►N _ cn 13 BASEBALL FIELD w o P.A. °� TURF P A. 9 I / co 50 P.A. (TYP.) ,.;<,_' _ - - T:=, - _ �,i►� •� BID ALT 16 --y 41/0 ;•a` P.A. MIN P.A. TYP. s , N OF ­; 1,0 : . , - :';. PART A .� = % - SCALE: 111-40' R E V I S 1 O N S FOR CITY USE ONLY 9 '0 DATE DESCRIPTION APPROVED INITIAL DATE ill _ '.;;��;� ;: -',�;q;;^=•' 38 �°£ I••- STREET WATER/SEWER TURF GRD i DRAIN Y TRAFFIC 4- yFINAL CHECK r�T �-AgMAL- Pte. P.A Riw N �� " AS CONST. .� lr I�1LIT•Y • fffl fff f /• �•t•• • t,•••e•e•ee O P •kCEY MAI NO SCALE - _ , _ • y' .�, • E--- SEE SHEET 5 FOR GENERAL CONSTRUCTION I I •� • �; _ - --ti THESE PLANS WERE PREPARED BY: FOR PRIVATE USE r' L�D cuF_� P 11 12 69 ( _ �` - z r :� , _ `- . / - . .,.. u, .. RJM **TIAL GATE I C��il E Nc 's Pt�nls +v -0 _ LAYOUT OF DUGOUT FENCING AND SEATING �_�o, w ; : z �J , , DESIGN GROUP, INC. DRAWN Q ® -oi (20-SCALE) r ,- ; } PLANT•7NGAND LANDSCAMARCUrrEI ME CHECKED ... O /:� S.^ / rMWKkME .SLM 750.MMON MO.CA.YMM I t Q P.A. .. �: e e m r _ LL LL °� I I _f C/� - , I-i :��^ • e a oe •e e o o e° o0 00 ° o ° • • • ao 00 • e o° o o ee o , ; r 1 P.A. o • e o °e o 0 0 0 0 o o° o o ° P.A. t`( Kms_ J + i LICENSE NUMBER FILE eo e ° e • o ° 00 00 ° o ° o ° o ° o oe ° • ° e ° n ° 00 00 ° 't I (� � P.A. • _ o 0 0 0 0 0 0 o 5�A w 1 : ( 0 11 0 - o - �o o - i CITY OF RANCHO CUCAM I. N A A. J P.A. P.A. ;` \\ ;may =j i w CO UNITY SERVICES DEPARTMENT. PARKS DIVISION /<OI' PRO.�CT NAME I 3 F � ...• - - RANCHO CUCAM N A O G SPORT S COMPLEX i - AL1 f3EG►IN GC71yG ITL34-0 41- oll + _ .... . . . 1w 1— �I DI HCI A-r poi NT 1 4 S 7�/S a C10t- D I :� F- SHEET TITLE c1f-r, Hr-Y. ,s � , = CONSTRUCTION PLAN �s 7 -- � A VED ARROW — ROUTE41 VpnrfL J5 ° f t I APP ` + DAT /COM Y S V ES HAGER DATE .� ( CITY ENGINEER APPROVED SHEET I. 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INT`I�.EY�� f'.�✓=.�.5 I i�-T ��f'�'�t�IoN JoIN'i���•v� oc• - -- - - 8" WIDE CONCRETE MOWCURB scALE �fi % fl/ ✓fir l. � fir RApI�L hNp NTS K �l ��r At-iGNt� WITi• GF S-uF� aF 13lllLt�li'* co1-Ul�• ✓�I; _r 19 ..�.��,...��...,. R E V I S 1 O N S FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE STREET ✓,%/ jll / Ari( \ A:,IC�1 O `pNOSCgpf WATER SEWE AJI `N-TP I j � 1p TRAFFIC 10A Q '�„ FINAL CHECK A. � �� � � 'O I QtU�iN Jr71 NT�7 °C Raw AeF_A \ , �N I WITH 1�ICJ =o S'gnave AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE Q / f I f Of Ail � I M "TIAL DATE - 1 I, (, I DESIGN GROUP, INC. DRAWN 'APLANNING AND LANDSCAK ANCNITECTURE 1 1/ I hj� al'hfdr. NAME ,, nw LAS lAwrus,sun xw,wu1o�nuo.E.,-1 CHECKED oATEg-18-91 LICENSE NUMBER FILE - CITY OF RANCHO CUCAMONGA z N?� t� pA� t � • . 0 - , - . - • • � (SID #IS .40 COMMUNITY SERVICES DEPARTMENT. 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I COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION f PROJECT NAME - >�. 1- ./'` �� ,� r, RANCHO CUCAMONGA SPORTS COMPLEX �u�''r• T�•i/ 1I t r f' % Y' /�� � �� IONSHEET TIT�_E ,7 r7 rrt� -._ t__ _-- ___ CONSTRUCTION DETAILS (CONCRETE) til -- •- L-- -- .�� - - --- - -- - - - - (Z�v) 2e3- .�y ARROW - — — ROUTE I Y���oH Of rmvJ2H g�I�I I r CI-01-012S APP V D APPROVED �l -Id, cc�,t— DATE I:OMMUNIT ERV ES ANAGER DATE CITY ENGINEER APP`i*VED L' SHEET L 7A OF VEHICULAR ACCESS PAVING AREAS SCALE I STEP LIGHT SCALE SCALE DATE uK OFFICIAL K PAVER LAYOUT PERPENDICULAR TO CURB AND GUTTERL APPROVED _ DRAWING NCf�YJ OF= NTS NTS 1/8"= 1 '-0° DATE CIT Y PLANNER �� ��GI L goLL�J �-��1 c-�P W/ SEE DETAIL A SHEET 27 FOR STRUCTUAL DETAILS. CoAf�mIze SEE SHEET 27 FOR STRUCTURAL DE TAILS G�t�1 -h' PI-►Afz FI>.lI`�N -p MATO-N ASH• P101.41-0IN6 -1-o MA.Tc_44 IZrI U -f TSI r:;p -r(51tv.J1Xirp1A6rF.P_Ms17r IX ) m . 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P _ I-JDT s- �I 27 - —`" T� Gfzble 9a-IP A", �-S : �k fir. . t 6' .1 4 �r �P4 ml f-r _ T. r (EYP) - #+- t'P �T Ai-T twNrn i� I bM , �i t _ �a; •� _ ..e' - 5 Ro�IS� �"F$pd-i- WaT����Fj f� 1''�#z �'�[�2a�� of `�I F�-4`hol`IS s,,.�_.,•f I - �� T� I 7. 2 RowS� 61�F 1 L v CoM Elf�a kzr 0 7/$O X?- PFI 071So % gr l O.S'S 4 � coNsnzucrlorJ 1 ►s .r.= r t ��- SCALE SCALE SCALE MASONRY BLK. SEATING @ SOFTBALL FIELD 3/4,_ 1 -0„ E ENLARGED SEATING SECTION 1112"= 1 '-0° F SCOREKEEPER/ ANNOUNCER TABLE NT.S. G � o b'-�' I GAW. STM. I P C, � P W CPN 8 d M' comic � � L M I N M STI b 6 ,, SEic- MTPdl- _ 12-10 , u ON 4 Elo r"U4T� �• Tb P — - - -- r�l"Il-tls g P cf }'I SET .r rgpv t - SMo0-} 'Tb1'6gp.F<ka r. r FF40K -V *AWANIZIWv. WML- I LL Ff�S• ►� � s Y P� M N' NgGTi�! r 2 NST t��cot✓r c • I3 I A� �{•� M 1.1, 11-F}�, co, jC• low W& W ��'fj , : I 6R��� Fb�T' SI.F.Ir`✓t'.�V f�'F��/ID� z P.LR ZJr'a C 1%+W, IN Zt APS) _� �t'LZ7T}-i Of'�X4TIoN ---- — 9 g • �,•P, 2 TAS• L GkWHalla M�1 IL •0 - y E. ►�I hl��-1- R�•1 - Z A,G. �1/I�lc Z 3�� 6�W 6TL, Vl�T1C.A•L.V1Tr-NtN3 i - � P- N � s CorJG.SLAB a� foil :.:.� ,. k _ T PTG• PI7�/I I Gl.l, ' I , + ` IN GONG. C71: MeoN Y 8� + 7- -` __ °. v : p . o 7 . ,. I { --.- -*- 1 I VIM, IL�j THIS �� _-- SEAT v✓r° W_ I I = = - , � I- G�'�Elr f�� FvR /4LL PRsS►, S DIF-7oN : ►5 8WE- --' ,,,., , i1p �bl,.lbt=l2 Ca�q F�� SFS fla10552o rN5 `` ' r f SC�7 0� 4717cj OF -I�1C�T 5 C-�TE c �-M Fir 1Y1P�D G _►•1 � MATC4 t0 tN _ ��rT r1N�AHp , z s •MMf;S Tv Un >�� ,NG PART SCALE SCALE SCALE SINGLE ROW CONCRETE BLK. SEATING @ SOCCER FIELD ;� T � H SINGLE ROW CONC. BLK. SEATING SOCCER FIELD 3 .4 ,_ , o I SERVICE ACCESS GATE MAINT. ROAD J = @ 3/8 - 1 0 �•' E �'- � �-dl 'rol 6=b1 I � 1 R E V I S I O N S FOR CITY USE ONLY AI.t,�INyM Ani g(s � DATE DESCRIPTION APPROVED INITIAL DATE ' -- - p —�n1 I► I I j i. r-- �r-_ ' STREET '' I . �a �'� �`� WATER/SEWER 9FAT1NC3 ONLY � � CO 4' D N � I Pl-A t� P ..ot! o GRD 6 DRAIN P/c. Ph, LE paL! , 91rr(i. # QCifF-w w E TRAFFIC V FINAL CHECK I� I�A.�1r,> A+t.,9EE t�rnlL 6, 51•+T 7• - 5`1j �•�I f 1 R/W n Il I II ►,�, r ,,�,�I �( f f�7�/I`I�- �•��� AS CONST. L!� IZ wI Imo• ��- I(o Y 8��-f '� +, S•Et t�Th L E SHT 7. _-- ,, II 1 �� col.IpTo� ot�� . , .. . Y td YZ t�EEt' I�I ' 1- 4N__ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE GbhIG Wdd.�-,�E txrM L G,5HT6� , ,�:-,', ,''��i�� -� +•�� Y GI� -•�i i Y 1 _� -- HEV. 5Wr0-AFT 1"INISI-}. RJM "TIAL DATE - DESIGN GROUP, INC. DRAWN PLANNING AND LANDSCAPE ARCIITTFM'RE CHECKED Gf'X'IE.I R•k� •G.I-Ie� �P - 7 TRS LAS. 6LtS,SLT[251.►IS510 UD.0 1 Ll.i .Ir= NAME DATE - - /t orllzY r r rh a- 1� -- . _; ( I ,.,f 1 9- T�N ftw Hw_IZ. 9 8 9 _. I LCENS NUMBER E:: r— ...._••,,.,.. E FILE I' G �1 n�lm �rl� --- a :I Es µ1a1 _ _ .. 1j. t; 7 - Ty` L 1 - r 6A' - �'�• �� � - � -' -"� �;T; • ' • - �' • G�T� MIH. 12 INTO coNc. �P CITY F RANCHO CUCAMONCA i 1 . �, - r,T _ ; s f , `pNDSC P COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION :, ,: r r- - }$•-•I i � ;11 Zroo �S. I. c©NG. FT W q F -�,'� v k I I corlT �1 iTI=�t�FAIz $ Frli� PRolECT NAME a :, �.- � - I i �� r= i� aQ �Jo q�y� ��pA� 4``� •os RANCHO CUCAMONGA SPORTS COMPLEX CC SHEET TITLE ' ► C�CUi`� 1 A-I- r�.� S� b CONSTRUCTION DETAILS (MASONRY) �i LI sl Date P APPRO E APPROV D folk-"( �I C?b 7_c -�3fFz=1AcA11q�.� Fcx� qjE OF CAIkF��N\ L.-fA ;� 0715'0 PF4e �l N0 ✓66 DAT COM ITY SER MANAGER DATE _ CITY ENGINEER . � II APPROVED SHEET L8 OF �J.l SCALE SCALE DATE - 1 OFFICIAL DBL. ROW CONC. BLK. SEATING @ SOCCER FIELD N.T.S. K DBL. ROW CONC. BLK. SEATING @ SOCCER FIELD 3/4 ,_ 1 .0, L APPROD ` DRAWINGNOOf DATE CITY PLAINER `�,�� SHEET -)-3IOF 2 3 L1i' F'r- COl-UMI ��-IC.I✓� I�J1�- � ���t1�5 Gr 0 C:5; EE-T l0 ZxO!l GNaIN LINk MllIJ- N6 - 01 6r°-t. F HEI NT" T SIT C44 Lio�YouT ...i♦}.h+l k�! .aril k a++{+/ J . ' �{+ .l,+HJ-f�.A<l.'Tf. 1..it ely.il � ��• �� � 1 . .,,,,.J,};.,. ,t ToP SND «.+..a{..�,1 jr vu, �/ At 11�01-w EL.1 VA T/ON � } / I -Alp rLol �,t C +T' "}' , �t�', 1 ,�� � :� ; ,, �},t ,�.� � A %M �J("�t�L C�Ot-E`3�►s s E+o W�l @ lt1 i l } I II f I / • tH++ +;,,,.7„ ,�;: II .,II GONTIrJ lbuS k1El.0 -ro PIQENI /4 Gl�t�l t lr�k- � 6� �v, 16 41�, �"1I �, ' j�+" t ��. L-� -R-�I-alt J c-E + I I 3• DA 4o To r/T STD. 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NTS A TOP RAIL TO END POST 3 ,= 1 o B UPPER COLUMN SPLICE NTS C • � NOl"E= f3��t�E 13Ei�"I � I15ED ® GJLJ�I N6 BPcTE Grafi NE cot.IG. MoWcu�B Q�SE o�FEt C1 . I'a�T r LI IF lr�L A, C01�1�'�-ETA MQW GUI Id ( I I�PPER COLNM�I /E� /rvrc�uiga,4TG �,T l�Nt� COI�I.IrIIJ 10 � I I I ELEVATIOtiI� 1 II I 1 �- �'S TfEs � s I� - • I I I 2-A's r is Cavi I I PROV/vE z wio� CYC Clo[.T-S/8 i�� It $ W/N3 T/ES E 24• A.G. I I j/e dAGKIJr 6Jtil� foe Snr�4 Fir + OR/f�.lr /� O1Azrr1ov/ GP ^11-L Tyr. Q (j r II 3MLLI¢. 1YP. ErE eoc.r Riw4 i UeLE r r 7YP ��� - c!_ l TY? I I 3'• car ro / r I .II I � /�IS/DE D/AMETEK 1 _+-7 w I TA II N 5 II �I I I of �.o w coLUM�/ 0 � , (I tK 3 LOVER- G01-044/ PER. �,-off' 6 c.aVa Ti op/Ad � 2 6rAAJ,%4,eD C4e�� 3 TICS �i e3"o, G- Gu►MPg 1 's TES G Su O.G, it � L� III 5k1�•M� .b` a ISII � 10 > ,c'IC�- SAM /�wt � a SCALE SCALE E SCALE SCALE CABLE TO POST 11 /2`= 1 _o FOOTING DETAIL 112"= 1 '-0" GRADE BEAM @FOOTING 3/4"= 11 '-O" F LOWER COLUMN SPLICE NTS G NSI �" !� � PART-A q � 4e omq UNk mtI 0I0C �I laJ-6/11 lei It R E V I S I O N S FOR CrTY USE ONLY M X 1 # 1 purr eruT .1 DATE DESCRIPTION APPROVED INrT1AL DATE 3 I wt�v' T I� �li —6AW l`l/ 1✓ )- ! IC�T�I�� F��^ j� I=� �.0 1— Oil 18 moi' STREET AT C—N �If` (1 A4 MF, P S pl�llsrlpkl. 4VIR� TII✓� TO ��cuFa FeVi lO ��11 1811 WATER/SEWE 1v1 I74 � GRD i DRAIN _� SI 31_or ISI zIIx12!1 •1 TRAFFIC � I8,1� R FINAL CHECK ��� Z �.�IKL i i 4, _ AS CONST. �fT I I:>-re; THESE PLANS WERE PREPARED BY: FOR PRIVATE USE p iM MiIT1AL DATE ALL W� To � (I �, DESIGN GROUP, INC.PLANNDRAWN Im 17M LAS AND LANDSCAPE 2"L L O"%IE)ECTURE.ON" nm us wruws,wrtc nr.Mem+iuo.u.�� CHECKED ' lV� NAME DATE 9-18-91 LICENSE NUMBER FILE I I �INh+-I 6r� urt� up v Grp-jw IrJ*TALL 21 MIDI• A VVS CITY OF RANCHO CUCAMONGA 1=IH1� Q?,A E -P I I _ �' �;.NNW�CgPE COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION IN ONS pL.�N� MoI-,TIS Ip6F � II it I u �Izp-Z'T°� I PROJECT NAME x� X -1 nip 2t1 s RANCHO CUCAMONGA SPORTS COMPLEX 77 77 II I _ o� 2 _ -- SHEET TITLE COt�LR�T� Nbh1GUR� I II @ � fEt.ICE -�P IO Sigrd:ur CONSTRUCTION DETAILS (FENCING) APP D APPROVED " dQ DAT (COMM IT R E ANAGER DATE 1 CITY ENGINEER APPROVED /� SHEET L— 9 OF I SCALE ' SCALE SCALEDATE B G OFFICIAL r BACKBOARD TO POST 11 ,2"= 1 '-O° H WIRE MESH TO POST 1 1 /2"=1'-O° DA i CONCRETE FOOTING REBAR SCHEDULE 3/4"= 11-011 APPROVED ; = DRAWMG N . oF-- DATE t CITY PLANNER _ j� 3 ) SHEET �? -o 01` ;7--+3 -47'=4� bt 7=41 Its MIN, Q • I � '�'>4'� WTD•-t� I I I GATS MOST { 3 � --+- GATS F-RAME ,k� �tJ6 I11- T fil WINb+40-1~RAME 6'I VIA WHFF-I, Q T dill Tr yr _ II II II N VIEW I T I II 0 v� I I I I sa 112- v. P1120-fir- W - } All MITA WE-MP To o _ y e - 3/e� I I69 WHEEL. I O C 'IFfiI'f' I � I i s.oP 4 � I - - — i 0 _ --- _ -_-_ L 2�K 2 �/� CoMPf'f�lvE �� I I ,Q wr�QI'�ND I•{ol.� �- - ---------- ---- - - - — — - - ----- -- - I i r I -- - I 1 I - - _� �� �TYN o2�716 0� 6"WH OI;I. n , I I I I I i I IIiI I I j l toevim-+�ic?�t1vt�IS. GA �- abvIty - +o 00. mow, PIPS I I I l i l l I q MIN I I 0 � III coli FpA"G_ �`` o.D• eA.-v FIFIV., I i ' I IIiI It 0A. j I . SSS CJS - /�I VIA. (A�.::;STA3VFi) I �j I I I� � Mwt�cLlP� � V j I � �N -J : FA°JeIG- 2"xZN SIC- 6P�LY FZ L-J - L QALVANIZ>;t7At ,l-E ISI' TYP _ Tl(P NIP • c�-r� �i NG oEvlcE ��r - ' 2,— O„ Sr-rTloH OZ4415, 12" 12 �.2-O, _ T POS �-10'' 2C7`-4' 10'I i'AP IG v4 B S rj i NO.4¢ LOO.0 GO G �Ay � �LUyt� � TYP. � PoSr Ai I fT�T P��T � •` :ic- .r t: .�• 6 ' HOOK THESE y wE P i i 12 BARS ARND. 1 i I POS TS � E5 Tizo w r-L TmIR ISH - 2" riI p Cor�P}�I=DIY ST>zr��} �L-ff1- 3 NO. 4 BARS CONT. SCALE SCALE SLIDING METAL GATES @ FIELDS 1 /2"= 1'- A GATE LOCK DEVICE & IRON RAIL NTS B �0 Zw I HT. (DI V- r + :,N D SC, p �Vf-,T 1D Fob 0155NERAL- I- OU'r ` 71 5M cNF-ej-S f7R �E�-IEaAI- t�IN� M�TAI- G�4-f�, �IHT- Zp'ttT lo' +�T 'y.-IDI t"(�1•a1.. �+.T�, �� riFT-sS►I L �•, > 5 6 f J FOP- 49 Of 10' 10' 10' 10' 10' 10' IlI1011 All -1 11 -[10-Li 0' 10' 10' 10' 10' I---� TYP. I SEE DETAIL 'F' SHEET 11 FOR DUGOUT fi SEE DETAIL F SHEET 11 FOR DUGOUT v O I FENCE LAYOUT. TE�t 11 -Ta 'X�'+-1T- I _�N LINA, � Nerg I FENCE LAYOUT. / �-?J� A� I Q O \ I z fills SEE DETAIL'E' SHEET 10 FOR BACKSTOP (0 J FENCE LAYOUT. SEE DETAIL E SHEET 10 FOR BACKSTOP / >� r�Ta� {z� 0)\ \ T, r I FENCE LAYOUT u M I T or f>N-14 906F-I? RT—A SOFTBALL FIELD • . ALE POST SPACING @ BACKSTOP 1 /8"= 1'-o° E BASEBALL FIELD �1�T � REVISIONS FOR CITY USE ONLY END 0� I GK pf=15 DATE DESCRIPTION APPROVED INITIAL DATE STREET 114fgELD, T-T/P LTi SIt>ES WATER/SEWER GRD i DRAIN TRAFFIC �� (}•p.1N �- �(- FINAL CHECK li 1 R/W � ff-A445 S t�bLb>=D MA"fF�ZJ�d. - AS CONST. _� \ I' ©- r'II %41 �+ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE �O �INI�H GA"X-- I�oIYIIR>;THAfi�1t; 4 A,AWn 71st "TIAL DATE RJM DESIGN GROUP, INC. �t�.�n DRAWN Its CF FE.VCL - ` I •� I, — �;� ►LAi AND LANWAK ANCNITECTURF.rmuCHECKED MEL r� I: 1 II s� NAME usc�N►us.sunssc.►acacn.7uo.u.�y+, DATE,9-1 8-9 LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA '31RT''S ``1-'' Titer �T�P� ��, %_'j' .��p� iI I�, � -- COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION -^ �I`�' "'T`I ✓ fit` n � /��i� PROJECT NAME � .0,,,� rtl F RANCHO CUCAMONGA SPORTS COMPLEX 1 SHEET TITLE CONSTRUCTION DETAILS (FENCING) R-AN 1140,11n, PIPE E•:THRu C *uke-w-n A A P VEDAPP VED CLP-8 AT E44-H PnST JUA* DA , COM IT SERV E ANAGER DATE ` CITY ENGINEER APPROV SHEET L1 O OF I SCALE SCALE SCALE DATE u . 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I �' W 1 !G Uf`�"1-�h AVPd 1 .� COLDS LJ N rrT--- -TO roWDEiz- GDT W rMz- �/ — 0 0 0 - (241b) 72-4-11ZO a�lcs�T •1� I FN'I.cANssT�R �y t WI � o ° Co- � gr44 �Nm It��I-t�}' I_ I^tA- F u E \ SIS1+7 Onx o �U4• 9- L- Gp G� :4 . ><;>< 3 b 4ZoV4.tt7 L�� xt �I � - tXL Lte. Xrbti I xW� ��v11�c->f I ,JCUT JoI1�T� WISH &� p<1��'N �N Jcl1�1`� ? «..,�. In !j ELEVATION I _ _ n i c I �( i u IS D _ I f r3 L _XT�3 r - o d - o 7�- 1 Q J�/ I i d• I �l � l 2 �YcND SUhP � � ... -�-�' o t • — - =�Y = a •� I V ' — :•: I I- III _I I. �- r1 - l =J I ll_ - --_ _ - _ o — *i 1 I 1= I I - 50. n _ - G J o .vf 00 I� R�c,K �,t l C�- /1 4 a o D' I it it .... Ir II i — PFAN 1% MI N,MU n 4. � Q � 'TH ROlY�(•I "iF}1;�-�)A C� �..�.�..��.�..�...��. Q �I I I=I i I I I� �• (714- 542-4L� ��'�:ToTi�I-,. Ll�I�T�• oF� �.��...�...�. �. F'=—* .rs}ft�VE_ .71E y a vz' GR'a�:-:a R'':,� °.'� ' u o 11 12'ISy' IiJ op � 1-� 78 I 0 ic¢JII X 18' COW— rAP W1 I-T `�Np �� • � t"TIF•�•-rF}I�. �• W�t.K. /(2 �` m BID ALT. #24 I�TIV� 5al_. l�rTp,-.c>•i=.v 70 qo 7o BID •ALT . #24 SCALE SCALE SCALE DRINKING FOUNTAIN ON CONCRETE PAD NTS C BIKE RACK ON CONCRETE PAD NTS D PLAZA PAVING/ FURNISHING LAYOUT PART--ANTS E a r_MNk Ne, pinp " cowwFqj(cN op rpAI ,Oc+ a R E V I S 1 0 N S �+ �� ���*•*■�*�+�� ����� �� FOR CITY USE ONLY �� �� �jmr -(� �N1T�Y S�WE� hEI� �INE�Fz pl-SINS• 2'`2 BID ALT. #24 DATE DESCRIPTION APPROVED INITIAL DATE �� t4I� *v 1, C-14A(N wm K F�` comp-I-I I s � pv7 p%l t 7 ' �` 27 2'X 2� STREET � � GHA(N �rNK 1��N6 � MErA�I. 1�ENf.H��.AND� WATER/SEWER SGAPF FORMS¢PY- ' GRD i DRAIN 2.__193 R S uvco-F6� 12-xp-[= G�aIUL►N� Ii • c/ F�fl� �\ l��M TR+4SN �-�1R�k-AI�rS•T>�� I- II I FNALFCHECK -fid R•a•�Nv l st3 HI lr_,H,coLwR: -IS a ZI_��I 1i•+r��u�,►, z�,k.1+, LA3 M Imo+ AfZT �I'bN E I slU C*WHrr>:,t. -ruRa>_ U D avA11�. CI.>! 0 ;v 0 ^) R W - FbWGfJZcx�Ar T 1 AS CONST. -b tsouNb l" FItJI�I-} I ry - Ub. _-. _._..._... .._._ vPU9A-A=Fc_i_a,IF- 14 �i0-`TCtaO oEl•h Ga.oK •rt�f ihi- II-I- MoUNTEtJ GNjv - 3 :;; . _ .._-_.-._.- THESE PLANS WERE PREPARED BY: FOR PRIVATE USE — Fd-IN�`P�I N • �aE� I L_ G� �D _ a- pw►�r<- c.;` !�a �!c;'�:- II '-` .. _ _ � IB �2 C•��. Pf�IQ- W� R jM "TIAL DATE II {�� ISI C�1?� J IGO� �_'!` ��� I iCT DFSIGN GROUP INC DRAWN '�✓I� '� I f r7 O _ - - I '1Ii// IC /zYI�It �jrl ' �{T�1 I �, PLANNING AND LANDSCAPEARCHITF:CTURE CHECKED ,f;.►• 1� "'r- _ _ .:b5 LAS RAMBLAS,SUITE Zc0.MISSION VIFJO,CA.92691 F-.�' y/�-I o - - - - ( - `�% -' i _ _ AT � C.,� N� �' �J v�-'`��'�'I iZ0 I ' NAME DATE 9-18-91 VA-41�. 5LICENSE NUMBER FILE �1�11D� C1�`J✓• CITY OF RANCHO CUCAMONGA 2 TS, COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION �"' fa:' -_- ` NDSC PROJECT NAME p o�1 ' � '17-12 '�A�=�cam.✓ CG. +,�+•� rr�'1_��-���� P Ap�c �o vuE►,�� qq RANCHO CUCAMONGA SPORTS COMPLEX / I^IF-ham T 111,71 1 I i I I e�iJ 1 SHEET TITLE [ CS u�r till I - y 11-- -� _ _ ICrSTRUCTION DETAILS (SITE FURNISHINGS) ' ��� J � - • II APPRO E APPROVE �r ltr ,, 11 = i � II - I _ Q I_ C��T 1W,, s44_ At-& k45T--vF;4W-,r-_ HNfl �� ,.p y� p, yip Jam, t)w AVAIL-Alit-I% "(�•IlzcQ�} }�Cjo} �G• (710258-1616 `�T WFI1 GjII�� MoUWI"Ihb 1 �lrT� 1pg f4L'�G�-I�'��c✓' RI a*MEFIC�t I. ••.. • :p I DATF t�'A NIT Y/5 E MANAGER DATE CITY ENGINEER •� •• . APPROVEG' SHEET Lj 1g OF SCALE SCALE SCALE DATE + OFFICIAL 1 /��j//gy�pp,� DUGOUT PLAN @ BALL FIELD F-1 -0 DUGOUT SECTION @SOFTBALL N.T.S. G BENCH SECTION NTs H ADLTPPfEdCWE Je_CITY PLANNER DRAWINGNo.24 0f= ' 1 /411= - SHFFJ z�3 T K21 NOTE: CALSENSE IRRIGATION COMPUTER. Z3 INSTALL MAIN LINES AND LATERALS INSTALL IN MAINTENANCE OFFICE X19 K22 K23 �� 125 I�26 �, " WITH 24 COVER IN STADIUM AND '� , a ''rr r � ri rG SEE CALSENSE COMPUTER NOTES . SOCCER FIELD ONLY. v�v �p � � �. tri � � .1 lL ' 11 IA IN yL Iw Il' �k Z�1 RT _ II' III _. s• fi. n __ 0 ----^-� `� ; �^ Iw IIIq j{N ► �`f k'' W._.. ._.. } _ ,,, +l # } - o ` er _.,� _ I 121 ( - I I _.. ri Q _-ry.. ,__ ___._.._.$;. _ L -o . v Z�r-a m'--'� - -t -� �----� -> �r- lit c2---^ --• 4'--�,�.---�7 ----4 lit. -- -- -�- - im p- ��#- - v v v , m - - --� In �� I✓ y' �I j Ilerte, !, �� I� I� r ( ky l �_J-14 �-rm vt"-p77 y o - - -v- y-i - ..- -Lv+-�_ s�-tea !!1} I �' ry - . - . - I --(9 CS-� YL �-. 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WS , �,�. yry ) ' III s. 3 I 31' 4 at I ; E � �v1 I I l� 5 i s, MPIN UN6' 8 I' O �I 1 °, � \ v < ? tlG✓ f !ilk 31 µ lit 3 Al t z �Q �` � 11 � kj 10 T46RAlJATE ( 4' , ��s � _ - _ ,k ,� IN�r�U•�+�o��Q.�• � - �► (2 ' I Ih1TUf�P` P ;I O E4 z ?� K ti \ -rl rr - y t ►n ZZ �. x o 0'D H o �` IP r \ I S \\ / I , ie Zy2 I I J • _ _ I w lyej, y �'� _ I„ pl �, 2 �� I}li �'` o U B I s a E-,�� Nlya _ � � ', �• +r ��� � �I Yyry '� I" ►2 � Vz '�- � �U AV vl � �' � ,}y IA ��� G1v , -I�k �ti W m I I = , It 4 `� I 101, I t o N y w► T ,'k*M IMP z It yv V s / nIF;I 0&1 fkM a �� �� '� ,� , ,% r � z roI �l �� � - O �, �' °�' ,� - c ?� pE��S�A�i � I� y? ;� � IM /•��p� .4 O I _. 1 (/v I li ; I ` ` In lMr'S o ( t IjkSVItE &y r ry Iw ro b 1 : BIP + 0- 134p o �p 41:0 I 9� /% - l' '' I►�TAW PUS SIF �4�• ; las IN �l V `n 1� , Zn \ .� -- N �>��tOLL Y 00 ! yy r a ' 0 w N ;- _ I I - # �__ IVa Z �f� Q C SE I�1U(f ' 2) �'i 1" 0 u 1 IN w RUIGI� 11� _ O S,sEt3 E Gq yi a E� - z _ $r d C10 1N yIr CA ,z 1 �1 p - � i Uj o Q -._ M ;., I I , r ?� U LW $OX I fl"OW IJ7 0- Ilk - ,� ; k RS / _ \ h G I t7 (0 , w i Id 4 ( 14 �'y ZYy �Il 1 Iw Ill 2 i ',� R I' a2 , WWA3, MNNUNG `•� II'Y/ I�, �r4 G!2 �2 � � - w I v °II _ 1 ly � I� � YPW�iO �i!D6OF W _ 2 I' t nll O IX 921 � j\ 3 8/ c p� n Z1j 1Vy SII , �af' �' �L �z - � �o a w `f� IYVol -A v A ;- _ - ='`-� II; I I yy �O All Iw U yv yty I ! I Ill l' 1`kv7AUYPul Q N I I U ?? 5E � Iw,: lY?/ � (A _ I � PJB � �� � I,S ��✓ (� �0 � �/t fix' � - _ ,�,.� - 3 A a10 ¢ > _ I!f{ L / ✓! (, ! � �I* + 1 .err r .els . Ir rw ow . ae fl y. amu: , a x H I E-4 C14 Q p i O I I 1 II 89 I >rt w W _-� 11'8• III r w 3 I V > .II C14 O I O '4 KOi6'IfXMAlh4 TROLLER ' A' IN ENCLOSURE I I Q �' I - �- _- �.p 4P L Z _ ... £ iv I Q ry l UNb V4�I1tE Ot>�,IC6 CON _L. 13"-1 !nc� Q O ( CALSENSE 2100-H 12 STATION r� O� tJG6 i O 1 Uc u Iia --- - I i �y 1 / : 4�• V'v i � 3 z V' 3 ►a ' �' H w j I >' IL � IF �m �- Gil N H V- N 1`f I -� - i 4 �• V std r G' "U fir/ }� 1 /� -/ iii H fn I- D t \ i _ i N !�a (.�l 1( (/ �' !�Ve►� (�/ W x Q I - j ti n O N I --. ', I� Z 1,V�, 2 s /Al 0 w m w W z I w yl Z�ti / IRS _�_,. �j r -I ?l a xa ?� I gl I � : rl ,, 6!Za �.-�'-�s-- 2 I�f2/ I 2', - w I �/"` 'i 3,F cam l IN ��-- a4 - A NSTALL M IN LINE AT TOS OF SLOPE 4 '�;1 + I . '� � t• 4 ,� E- � , I 8'L3 a Q v Q 1" tl � �`� s' Or,� `' a' k r, to�1 V 3 c ly4 ___.._ -- _� I -� p- !� I4' _ BID f�LTERA/,4TE' # �1 c I H x O H W r I0 r f 6 1 1. �. r < . �, ,,���,. A Iq C14 En a Ina7747 �f7 CO1�TI�TEC'T=ON DETA=L N t�1,44Pq 2a Iky lye U: _-- akt 1 JA I/ia Z1/2 {I�y� • . S SEE PLANTER DETAIL SHEET 12 y--zl EXISTING 2" METER i I I I u z yz t • y /• I tµ y r p IN URE g IM 1.0.11•# ;� EXISTING 2' METER 2 - STATIC PRESS 7 .�' PSI - I PEAK DEMAND ao GPM II�� I " �. ;� STATIC PRESSURE 97 . G' PSI 1 �EAK DEMAND GPM �D SII66T ( I DELA!1. D j ) lit yv I ¢ ' Yv - 3 -� 1 ,. -(. b r- - -. -4 __'� a - - i .¢-.,._..._...-.{ •a -i a -: d ,.. _ a. .-_ ♦ d � 7 1/,�- IV I �1L' (� 1 A ' _ ` 111 ' 11a k - �iA. 1i "'V 2' i - - I PIPE BETWEEN WATER METER AND BACKFLOWPREVENTER ( . air- , � _. SHALL BE SCHEDULE 40 GALVANIZED IRON. all 4y ;t! t r. .-.... -...:i; ) .., _,. _.. `� ,!, f` 4 Y `7 r .:`-._ ___- � DLA--�'�-� ,�1 � �• y ` r �., _ - II / / I F 2 2. SEE SHEET L FOR PRESSURE CALCULATIONS . , SEE PLANTER DETAIL - SHEET 1/2 I '.____L -_ I kr 11 �� . ,� I '7711 - ___._ • ,,. THE IRRIGATIO14 SYSTEMS ARE DESIGNED TO PROVIDE 3" OF WATER FOR x=10 „ ,..._.... s ._. - , LAWN AREAS AND 1-1/2 FOR GROUNDCOVER AREAS IN 6 DAYS . WATERING C24 GSI �� b Nosc�oE CYCLES SHALL NOT EXCEED 8 HOURS PER DAY. E _ 2 � n . - LEGEND A IRRIGATION L E D G e t W r I � � i O At's , CONTROLLER B IN ENCLOSURE �,66�FQ�jP1,E ;•1 S I• nuh Ila cturer• 1 Ila: Q'M Pattern: RAD PSI DET - a CALSENSE 2100-M 151-STATION I_ _ PART-A T -I3 1 Ip , _ , - SCALE 1 tt . ._ _ - E r -40 • 7 S Q hirmird 1 tAwtfo 1. Lan later 111 ADI. FULL 4 15 11 Slgna+u c f I hinlird 1 1.54.141. Ian Rotor I.P ADI. yb' � 14 � � � R E V I S 1 O N S FOR CITY USE ONLY CONTRACTOR SHALL FURNISH ONE (1) IRRI-TROL Dale / 1 P CONTRACTOR SHALL INSTAL utneird t t-soy-u-t.o 1. 1alA later 5 ADI. 32• tl � GATE DESCRIPTION APPROVED INITIAL DATE L COMMUNICATION CABLE INTO THE I. U 2_ 3�' RVC-T 536 TRANSCEIVER WITH BATTERY CHARGER. �',; ®� tain8ird 1 t-50-C-u-3.0, 6.0 N. lalra Rotor 1.7 3.5 7.0 AN. FUL 30 35 11 J CONTROLLER PEDESTALS AND TO THE COMPUTER CENTRAL. • .� TR DELIVER TO THE CITY PRIOR TO FINAL INSPECTION 4 8 Q 61n81rd 1 1806-SAM-PRS-10u 6 Po U .4 .6 '.B 1.6 90 135 180 360 10 30 l3 :1F 'A. STREET PP W CALSENSE SHALL MARE ALL CONNECTIONS OF THE COMMUNICATION Q V Q. tainillyd 1 IfI%-SAM-PRS-12 6•Pop Up .6 .9 1.3 2.6 90 135 180 360 - 12' 30 13 E-4 WATER/SEWS CABLE TO THE CONTROLLERS AND THE COMPUTER CENTRAL. b 0 v o y►n81rd 11806-SAM-PRS-15 6•Pop up .9 1.3 1.6 3.6 90 135 leo 360 15' 30 13 a TOBY MERTENS-IRRIGATION CONSULTANT GRD & DRAIN o- 3 - 33 AV NIDA AD SENSE COMPUTER NOTES: _ b tain8ird 1 1812 SAM-PRS-ISEST,ISSST 6•Pop Up .6 1.3 1 � l5 All 30 30 l2 3 E OBE TRAFFIC CAL ¢ 13 tal"BIrd 11812-SAM-PRS-ISFST 15SST 12 Po .6 1.3 / a 15 / z 30 30 12 SAN CLEMEN E PUP � CLEMENTE, CA, 92672 a 8 0 A taldird 11812-SAM-PIS-lou 12'Pop Up .4 .6 .8 1.6 90 135 180 360 10' 30 12 W (714) 498-4483 FINAL CHECK • THE CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) PERSONAL COMPUTER (INTEL 80286-BASED) OPERATING ON MS-DOS b O v 13 talnsird 11812-SAM-PRS-12 12'Pop Up .6 .9 1.3 2.6 9D 135 180 360 12' 30 12 � R/W N :SEE SHEETS 13, 14, 5 FOR REMAINING• ASTFIOTURF 0h1 Co�/ER b 0 T m taineird 11812-SAM-PRS-1S 12'Pa .9 1.3 1.6 3.6 Mo 135 180 360 15' 30 12 H OR IBM DOS VERSION 3.31-- FOR EXAMPLE THE IBM PS-2 MODEL 50 WITH 2OMB HARD DISK. p4 Q W AS CONST. tr lalneird t 1812-SAM-FIS-2M 12•Pop wP el 1.61 90 tea 15' 30 12 a E, KEY MAP NO SCALE IRRIGATION PLANS. #3 REE3AR ' • 5-1/4" OR 3-1/2" FLOPPY DISK DRIVE. d, talnDird 11812 SAM PRS 161 A0 PLS030 12•Pop UP 3 90 3' 30 12 U '� LU HANDLE ccAw • MINIMUM 640K RANDOM ACCESS MEMORY. u taloDird t 1812-SAM-PRS-16LU-PCSO40 12'Pop up .4 too 3' 30 12 14 a THESE PLANS WERE PREPARED BY: FOR PRIVATE USE • MINIMUM 20MB HARD DISK STORAGE (40MB RECOMMENDED). taln9ird 1 1812-SAM-PtS-SCSI-1 12•Pop Up 5 STRIP 5' 30 12 W SEE SHEETS 19 THRU 21 FOR TREE, VINE *;, , /� x latnlird t 1404 (2-each well) Tree Veil Bubbler 1.0 30 A x Ei a�t3 F MHTIAL DATE , �\ �._ �� • TWO (2) ASYNCHRONOUS COMMUNICATION PORTS AS COM1: AND COM2: (ONLY ONE IS ACCEPTABLE IF THE SYSTEM IS ONLY Q z Toro 1 IP 3001C'07 12•Pop Up Rotor 1.43 2.85 5.7 90 180 360 36' 35 9 O a �� '" �` �1 AND GROUNDCOVER PLANTING PLANS. _ TO OPERATE OVER PHONE LINES). y w '� - f : 3 DESIGN GROUP, INC. oanwN N Q Toro I IP-300HP-05 12 Pop Up lotar 1.01 2.D2 1.01 90 IBO 360 28 35 9 s `' is rte: •� k _ PLANNING AND LANDSCAPE ARCHITECTURE • COLOR MONITOR (VGA PREFERRED). ( Toro I gP 300P D7 Lam Rotor 1.43 2.85 5.7 90 180 360 36' 35 14 W A i d .' ' _ ,� -1ILASC MAS,SUITE tV.MI.CCIONI'IEMCA.10MI CHECKED SEE SHEETS 22 THRU 24 FOR SHRUB • ON-BOARD TIME AND DAY CLOCK. w H DATE - 2X6 REDWOOD • DOT MATRIX PRINTER (IBM GRAPHICS CAPABLE -- E.G., PANASONIC KX- P1124). m Hardie 1 102 Master halve, Morally Open. 10 NAME 9-1 LICENSE NUMBER FILE 0 RaIdIrd 1 MCP-PRS Remote Control Valve. 10 , PLANTING PLANS. wI Typ, . • MODEM 100% HAYES COMPATIBLE -- E.G., ANCHOR 2400. 0 taidird 133-D13C-3/4' Qulckcoupling Valve for Ground Cover Areas, Install Is Valve Roz. t - t , • LR-2 LIh1G Ar✓IPLI FiER a TERMI"AL 5TIZIPS WITHIILI 5 OF ComPuTF_R O RalnDird 1 5 MP-1' Qulckcoupling Valve for Turf Fields, Install Ili Lan Areas. 7 W a it , CITY OF RANCHO CUCAMONGA SEE SHEET 16 FOR MASTER IRRIGATION ' FINAL CONNECT]ON OF THE COMPUTER SHALL BE MADE BY A CALSENSE TECHNICIAN. COORDINATE COMMUNICATION CABLE CDNDUIT '• Cuaapioo 1 200 111 Angle Valve, Line Size. z , 5 ti� ; w ►/ NilMa 1 T-113 Gate Valve Line Size. 4 H , �} _ Ly ; Z COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION LEGEND. LOCATION AND INSTALLATION WITH BUILDING CONSTRUCTION. a -� 24" Glsease I2I .�-N Controller to Meyers Meal-1-M 785 Enclosure. 5 Ei :: I I !._ -a :-r ' 1 I j PFtO IECT NAME 'INSTALL O.C.&MANUAL 6 King I KC Spring Sensor. B _ =1 ' a RANCHO CUCAMONGA SPORTS COMPLEX '-�-' [in 1 KCS-S Series S vin Lorded C1eck Valve. W W F -I:' 'I a SEE SHEETS 16 AND 17 FOR IRRIGATION VALVE 1N BOX ' P g a w E �1 -• w CALSENSE MOISTURE SENSOR NOTES . ,� x :€ �� O Febco 1 e25T D Reduced Pressure Backflov Preventer. B 6 I -kms =1 ` DETAILS. ■ CA1/ACMEI F-82-11 hessure Relief Valve, 150 PSI. Q` v� _ � SHEET TITLE THIS PROJECT REQUIRES ONE (1) CALSENSE 1000-S MOISTURE SENSOR FOR ■ Vilkta I Soo Pressure Regulator, Line Size. W w 'I I o E _ _ - j = IRRIGATION PLAN SEE SHEET 18 FOR IRRIGATION HYDRAULIC EVERY FOUR (4) REMOTE CONTROL VALVES . I �- ! �� - =_ _ __ I O (` 24" THE PLACEMENT OF THE MOISTURE SENSOR SHALL BE THE RESPONSIBILITY � 'l' _ CALCULATIONS. Controller and Station Haber �, o v - ! ¢ APPRO APPROVED , [' 24" A I Cv OF THE MANUFACTURER. THE CONTRACTOR SHALL INSTALL THE SENSORS AS I Vale Size/GPM 1 = M I a l (.•. DIRECTED. RECORD THE SENSOR LOCATION ON THE 'AS BUILT' DRAWINGS . FOR INFORMATION CONTACT' v n tri SCN40 SpriaklerLateral. 110 t DATE COM NITY R ES ANAGER GATE CITY ENGINEER • ¢ PVC SCN 40 irrigation Maio, j 2 \ F = _ � MR. RICHARD MURRAY _ -F-. �li .: APPROVED PVC Class;Iry irrilatloo Mala, w1 e. W fljrgt4y. � 2,11 1 - = - =_ - � I � SHEET L12 OF �1 i, ...._....._. 2075 CORTE DE NOGAL, SUITE J ---- PVC SCM 10 Sleeve. 3 I - _ =� --- - , DATE YIL OFFICIAL CARLSBAD, CA. 92009 . TEL. (619) 438-0525 --- Sensor filling C WOOD BOX DETAIL --==--1 --.- - APPROVIEI�> ' - DRAWING NO. OF (U� IK �fP+D►UNI ONLY t�j��I ltiL(7 _ Master Valve Vlrtng ARROW ROUTE PITC 9 7T I'-•M O D ) - Communication Cable Palle 17171-11, Direct Burial D DATE CITY PLANNER, ��3 1 ,31 SHEET OF -z--4-3 • MATCH UNE: SEE SHEET-112 WNW llmw ow WW, now _- oil 1411 � I t w !l F}(� 1 -3 Ir ,CONTROLLER ' E ' IN ENCLOSURE ' CALSENSE 2100-M 24 STAtI'ION ;�4 <� H I'7 �S w CONTROLLER ' F ' ENCLOSURE �� lyri 3 � � D3 I r E I N N �I mss' CALSENSE 2 100. M 24 STATION 3kr I �L Zg Z ; F � I I 1 dT_ LOCATE HEADS AND QUICKCOUPLERS IN TURF jj y P^ r f 9 FROM EDGE OF BRICK DUST AREA. j f , Zr' 41 ?R r f�4 mil it .: ' i t' la. fir'., y , I ��` _ I � � � � � �_ ..._� _ __ � � : -rl� .: �.: `fib - �r^ 9 > �+ - : �•� .. I � - + a,, :.. -,- " 4Ymn ILZO T n Q ' •-eir-3- a •jQ, ° 'N r <-<Or '�+' 'jJ I'll 310 �f s1' � f ti r� r rr '•J� �, ' �� .ate Iq r b f� b 3�o yli I�+f ,� �C - i 3� l 1 ! l'` �' Z1 ss ( j l E 11 �_ Nm 0 7 d l.5 ,.- = f � I i Y I 7J i s8'��"2 - I p . 1 114 0 INST MAIN INE AT TOE OF SLO j �� It `?' 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' ✓IZJ � I �--� -- � - - �-�� I � .< ` ,� ti i �' ! 4 I�il a "�" .rte-.+ .•. .... ..�. ice` � �.a. i - - /f • ��� �- l�u g o r \ s 2 �,Z �q a r-'•9*'- �`�•�` � - � �:M :•, ,��` ,»' \ / -. a �L / f r•�' �'7/7� 1, n 0_#C Or i fo -a- I/c 0 Kit�40 I �� !Z Jry �� 2 bar 3/a _ j`2 �•� _ ...: _M. =- ,�� -U �s a �r C :. +n wr w .10 -q "�� hf 11 IRRIGATION LEGEND I 4 _A, NOSCgpE d • _ tlT _ __... _ _.,_ _ _..... _ _ .- i l'�I. Manufacturer, Item. GM pattern. RAD PSI DITA v8trA� ij M 4YMm veru~ r eta s., � s9s4 , ,; ;. n.� � orr> n - =< <° ;: 4 :� + � _ �! W. am - n�- m � mv� min wss I1mav mrms9 mrmlr mrar* rNme 1R°" � m>btly � m�, a mom+ M C'`p 9�y V Gfl - s � PARTamam-A ? F _ .._..., w. L .._..�_ - :�-F .- 0 611d!"d 1 150 1 N. Lave toter 7.0 AW. RILL1{' �i 14 _ _ ALE 1 'l-401 27 FO.(5. ,P, ,, EXISTING 4 t9ETER lama d N. Lave Rotor ADI. _ _•_,_u STATIC PRESSURE 103.C7 PSI �� Q PEAK DEMAND 273 GPM hinlird i 1-50-C-U-2.01. lave Rotor 2.5 ADI. 'J2' VJ5 14 v SC++atu` ' R E V I S 1 O N S FOR CITY USE ONLY ®M tainBtrd 1 1-50-C-U-3.0, 6.0 N. Lave tutor 1.7 3.5 7.0 ADJ. Ft111. 30' 35 14 TD I 171 D6 Il.gyp' '��Ag y b 8 9 7a lainaird 1 INN-SAM-PRS-IOU 6'Pop Up .4 .6 .8 1.6 90 135 111 360 10' 30 13 �Ir v * DATE DESCRIPTION APPROVED INITIAL DATE Jb._- K , -r., _---,.. .,_,, .,,.._,.._.�_-. W,-.e.-, r__,. b Q V g tainaw 1 1806•SAM-PRS-12 6'Pop Up .6 .9 1.3 2.6 90 135 IDD 360 - 12' 30 13 Omte 1 I P STREET V� i b 0 T 01 lainaird 11806-SAM-PRS-15 6'Pop Up .9 1.3 1.6 3.6 90 135 180 360 15' 30 13 W �14T QQ�\ - ' o- lainaird i 1812-SAM-PRS-I5EST,155ST 6•Pop Up .6 1.3 4't 15' 4' t 30' 30 12 E'I F of G���F WATER/SEWER e;• • o- hinaird 1 I812-SAM-PRS-iSEST,ISSST 121 Pop Up .6 1.3 4' t 15' 4, 130' 30 12 4 TOBY MERTENS-IRRIGATION CONSULTArNT GRD J4 DRAiN D 8 0 9 hinaird 1 1812-SAM-PRS-IOU 12'Pop Up .4 .6 .8 1.6 90 135 180 360 10' 30 12 333 AVENIDA ADOBE TRAFFIC b O V 0 hinalyd i 1812-SAM-FRS-12 12'Pop Up .6 .9 1.3 2.6 90 135 180 360 12'. N 12 A SAN CLEMENTE CA. 92672 COI\TI\TF=J:0N DTA=L 4y V 03 Iainaird 1 1812-SLI-PRS-15 12'Pop Up .9 1.3 1.6 3.6 90 135 180 360 15' 30 12 W FINAL CHECK g (714) 498-4483 R/W er hinaird 1 1812 SAM PPS 1255 12'Pop Up .61 1.61 90 180 15' 30 12 H 6 hinaird 1 1812-SAM-PRS-I6UD-I'M 12'top Up .3 90 3' 30 12 a 14 AS CONST. O hlnalyd 1 1812-SAM-PRS-I6LAH-PCSO40 t2•Pop Up .4 180 3' 30 12 CONTRACTOR SHALL INSTALL COMMUNICATION CABLE INTO THE hinalra 1 1s1z sAM PRs stsT I iz'Pop up s sT11r 5' �0 12 W Z KEY MAP NO SCALE �. CONTROLLER PEDESTALS AND TO THE COMPUTER CENTRAL. x hintird 1 1404 (2-each veil) Tree Yell lubbler 1.0 30 1 a a THESE PLANS WERE PREPARED BY: FOR PRIVATE USE Q r Toro 1 V-3DDHP-07 12'Pop Up Rotor 1.43 2.85 5.7 90 180 360 36' 35 9 w -- - ---� (� CALSENSE SHALL MAKE ALL CONNECTIONS OF THE COMMUNICATION U © Toro I V-300HP-05 12'Pop Up Rotor 1.01 2.02 4.04 90 180 360 28' 35 9 p a r /p J=� � �� o "TIAL DATE � CABLE TO THE CONTROLLERS AND THE COMPUTER CENTRAL. 0 lD 10 Toro I IP-3DOP-07 Lave Rotor 1.43 2.855.7 90 100 360 36' 35 14 I4 Q _:`"% j "' \�- , -+` - KJ�I �= - DFSIGh GROUP, INC. DRAWN W A r: r _ I, 1 , PLAN�'I G AND LANDSCAPE ARCHITECTURE CHECKED -SEE SHEETS 12, 14 15 FOR REMAINING• In hrdle 1102 Master Valve, NValve. Open. 10 mr� 134 H %g.� , ;� ". , rq '721'US R 4%WkS,SLI E80.MLCCIOti VIVO.CA,91691 0 hinaird 1 EF13W-PIS !emote Control Valve. 10 F-r a, i i -% ' f : ;,:£>:y''� - � NAME i 0 lalnalyd 1 33 DLJIC-3/4' aulctcou 110 Valve for Ground Cover Areas Install lm Valve lot. 1 Q6 DATE �- 8- 1 SEE SHEET L-�� FOR PRESSURE CALCULATIONS . P ' 1 O hin9ird I S KIN" I' a LICENSE NUMBER FILE ,n IRRIGATION PLANS. Qufckcoupling Valve for Turf Fields, install lm Lave Areas. 7 _ I I _ Champion 1 2DO Manual Anile Valve, Line Size. I 1 r.;� ►/ Mibco i T-113 Cale Valve-Lire Size. i CITY OF RANCHO CUCAMONGA SEE SHEETS 19 THRU 21 FOR TREE VINE Calsense 1 C1oo-H controller lm Meyers Ile-ug-1-11 285 Enclosure. 5 z rfW COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION TREE, H to THE IRRIGATION SYSTEMS ARE DESIGNED TO PROVIDE 3" OF WATER FOR f3 Calsense 1 FM Flow Sensor. Z AND GROUNDCOVER PLANTING PLANS. --w- Iia 1 KCS-S Series Spring Loaded Chea Valve. E+ i t w LAWN AREAS AND 1-1/2" FOR GROUNDCOVER AREAS IN 6 DAYS . WATERING i r 1 l� r i I > PROJECT NAME Febco I F-82 D !educed Pressure alve, 15 Preventer. I,G E� $� _' _ RANCHO CUCAMONGA SPORTS COMPLEX Q SEE SHEETS 22 THRU 24 FOR SHRUB CYCLES SHALL NOT EXCEED 8 HOURS PER DAY. • CASH/ApIEI F az 1• Pressure Relief Valve, !so PSI. ww ■ Vllkins 1 500 Pressure Regulator, Line Size. i L + l'. SHEET TITLE PLANTING PLANS. CALSENSE MOISTURE SENSOR NOTES . w w -"� �I� { w 21 _ , = IRRIGATION PLAN W Controller mild Station Number ►� w l - - - - U SEE SHEET 16 FOR MASTER IRRIGATION THIS PROJECT REQUIRES ONE (1) CALSENSE 1000-S MOISTURE SENSOR FOR p Valve Size!tDI1 _ .. I I f = -- I I O ' -� - _ I I cc AP,PRO D APPROVED , LEGEND. EVERY FOUR (4) REMOTE CONTROL VALVES . I, , THE PLACEMENT OF THE MOISTURE SENSOR SHALL BE THE RESPONSIBILITY v¢;Iy I1 PVC SCH40 Sprinkler Lateral. 2 3 i 1 OF THE MANUFACTURER. THE CONTRACTOR SHALL INSTALL THE SENSORS AS ' a�� PVC sCM 40 Irrigation Main, 2 SEE SHEETS 16 AND 17 FOR IRRIGATION PVC ClassIRiS✓ Irrigation Main, w/,sit-0ofrrxr>. 2,11 ` �: I I DAT _ COMMU ERVI SM AGER DATE CITY ENGINEER �/ DIRECTED. RECORD THE SENSOR LOCATION ON THE 'AS BUILT ' DRAWINGS . --- PVC sJ 40 Sleeve. 3 - - 5= , W DETAILS. ,_ = _ I APP )VED FOR INFORMATION CONTACT: --- Sensor C , = ri -_ MR. RICHARD MURRAY __ I DATE , OJ 1-13 -- `- I � OFFICIAL SHEET OF - faster Valve Yiring :--.- -- ---"-_- APPROVED/ SEE SHEET 18 FOR IRRIGATION HYDRAULIC 2075 CORTE DE NOGAL, SUITE 'J ' - - Communication Cable Palle 1 7171-D, Direct lurial 0 �- - -_ - DRAWING NO. OF , CALCULATIONS. CARLSBAD, CA. 92009 . TEL. (619) 438-0525 ARROW ROUTE DATE CITY PLANNER - SHEET _OF I SEE PRESSURE COMFF1tSATING SCREDIS CHART SHEET-17 DETAIL'H' - �C.� I CONTRACTOR SHALL INSTALL COMMUNICATION CABLE INTO THE CONTROLLER PEDESTALS AND TO THE COMPUTER CENTRAL. CALSENSE SHALL MAKE ALL CONNECTIONS OF THE COMMUNICATION :SEE SHEETSCABLE TO THE CONTROLLERS AND THE COMPUTER CENTRAL.. 12, 13, 15 FOR REMAINING SEE SHEETS 16 AND 17 FOR IRRIGATION , 'IRRIGATION PLANS. DETAILS. CALSENSE MOISTURE SENSOR NOTES . SEE SHEETS 19 THRU 21 FOR TREE, VINE SEE SHEET 18 FOR IRRIGATION HYDRAULIC i THIS PROJECT REQUIRES ONE (1) CALSENSE 1000-S MOISTURE SENSOR FOR AND GROUNDCOVER PLANTING PLANS. CALCULATIONS. EVERY FOUR (4) REMOTE CONTROL 1IAW66. THE PLACEMENT OF THE MOISTURE SENSOR SHALL BE THE RESPONSIBILITY SEE SHEETS 22 THRU 24 FOR SHRUB OF THE MANUFACTURER. THE CONTRACTOR SHALL INSTALL THE SENSORS AS PLANTING PLANS. • ♦� , DIRECTED. RECORD THE SENSOR LOCATION ON THE 'AS BUILT ' DRAWINGS . POC . 'J ' EXISTING 2" METER /� y I FOR INFORMATION CONTACT: STATIC PRESSURE 100.4 PSI . ,j `\� MR . RICHARD MURRAY SEE SHEET 16 FOR MASTER IRRIGATIONPEAK DEMAND 50 GPM. �� I f ' z�t I;I 2075 CORTE DE NOGAL, SUITE ' J ' E LEGEND. r/,� Ips, J10 CARLSBAD, CA. 92009 . TEL. (619) 438-0525 - PIPE BETWEEN WATER METER AND BACKFLOW PREVENTER �A% ASHALL BE y NOTE: � _ .- .- ,I i It' / `l� 1 yy �,♦ CONTROLLER 'J IN ENCLOSURE kl CALSENSE 2100-H 3Z STATIONS INSTALL MAIN LINES AND LATERALS I 1 a� _ WITH 24" COVER IN STADIUM AND © O � • ...- �, ;- � II - � �--_ _..,;_...�.... .�.,�o-i,..-r.. :.a i �..�,�......._._- � SOCCER FIELD ONLY. :. t7(, --- ' � - �� -__. __ _ _ . �*AA , MA N L INES5 # T 3_.._a__ _.. . - ._..- h <INE S :EI #� E - 13 ��� ,ffty, 4w 00 � �M GPM aw Fill No 911 r11>t �' '" lr r+wR*�Iw flrl llrw w ► w,r raA► r+.rl /Edr r sI�A'�llw wl 0Irrul. s a. me 11111111110, W" m�r w �e w ow m �!! m�.r w,lw trr W m wAJ�w 1 "►�"�`... _ _ r � Ow ,on �g �107p r i �? + p , / `., /,y,y d Q/ Yl !� ? f _ _ m_ - _..� a 4>3 w • E 1 I \ a- _., t lET �, � ---�itt .v,�P .....__._... �,� d.. . _.._. � '� \� , �k rr �'�.� z � �r N u ; o � 'e ----r -- d ►i 31 . . 1 �t �4' � i s i I. �a s IyV E '�- t ---------- .0 i o� I W z I I� �1'� y � � dl c�'/ Ill 0 I ( ,�� o 1424 ' a Z ` I� USA o Q ,Ilv I" _ f . I" IRRIGATION LEGEND ?, I H It I I I ' Zli ,L I Zlr I (_ W _ - -_a - - � Syl l: Manufacturer. iters: GPM Pattern: RAD PSI DETAIL i I ` q I D _IZ 0 0 - -_- - 0 ltainBird t R-50-1 V N. Lam Rotor 1.0 ADJ. FULL ' 1 ?�3 r 2 I1y lk l tC 3S U 000 y7 8�1' RainBird I Rio-t 1,N. Lawn Rotor }ti ADJ. ?hr , 14 C4 C19 >tair itd 1 1-50-C-U-2.0 N. lam Rotor 27 ADJ. x' 35 14 ,E ' �A' IN _, , . ® Raidird I R-50-C-U-3.0, 6.0 N. Lam Rotor 1.7 3.5 7.0 ADJ. FULL, 30' 35 14 � �' ,�---� � �Ip' ya 04 W G X1 RainBIrd t 1806-SAM-PRS-lOLA 6' Pop Up .4 .6 .8 1.6 90 135 180 360 10' 30 13 z a I 0 4 RainBird t 1806-SAM-PRS-12 6• Pop Up .6 .9 1.3 2.6 90 135 180 360 - 12' 30 13 I fi I �?11 I1�5(Ald. Kt,I.OV74 a.G. ( t IIG � • o Q �f "- 4' v v RainBird 11806-SAM-PRS-15 6 Po U .9 1.3 1.8 3.6 90 135 180 360 15' 30 13 °ITt 42 111 "1111fi PSA �I M r U v Y� Zi�� P P 17 IN/ 2 Q' RainBird 1 1812-SAM-PRS-15F�7,15SST 6• Pop Up .6 1.3 4' 115, 1' i 30' 30 12 wl� of .� 0 Ilk II Vti r �' o- RalnBitd 11812-SAN-PRS-iSEST,ISSST 12' Pop UP .6 1.3 4' t 15' 4' t 30' 30 12 F' A ��-v I:`` » i I ( '� r - 11 b o RainBird 11812-SAN-PRS-IOLA 12' Po U 4 ' I p n 124 y ?� - - � p b1812-SAM-PRS-12 P P 10 30 12 I �, yz � - .._mD RainBird 1 1812-SAM PRS 12 12' Pop Up 6 9 1.3 2.6 90 135 180 360 12' 30 12 v � 't►�. � �� � I�,�I' '(01 K_ {�Zr �- ---� � � m m RainBird 1 1812-SAN-PRS-15 12' Pop Up .9 1.3 1.8 3.6 90 135 180 360 15' 30 12 o / L� Ib RainBird 1 1812-SAM PRS 22SS 12' Pop Up .81 1.61 90 180 15' 30 12 Z b� jig J 14 Yy I � �� d► RainBird 11812-SAN-PRS-i6LA0-PCS030 12' Po U .3 90 3' 30 12 P P 3 • I I u _ to' (�LI ll ( �r IK Irl J fy I 1 - o RainBird 11812-SAN-PRS-I6LAH-PCSO40 12' Pop Up ./ i80 3' 30 12 ° o j PI i I l r it l 21 . .. 82 • w I uI4� �L �I�6 1y4, -__....-, RainBird t 1812-SAN PBS SCST-B 12 Pop Up .5 STRIP 5 30 12 AG H I�1 '� �' I •0 ! Pr \ 7 / I i yy _ I Z ' 1 X RainBird 1 1404 (2-each veli) Tree Yell Bubbler 1.0 30 A I �/ i i I� I � ;.t f• - �`� .� S � �' t k 'II4 � � Toro IIP-30t)lIP-O7 12 Pop Up Rotor 1.43 2.85 5.7 90 160 360 36 35 9 � Toro 1 IP-300HP-D$ f2'. Po U Rotor 1.01 2.02 4.04 90 180 360 28' 35 9 � , � 'y 1, '� � ( - ; - It I►i IY� '_-w, � 45 I1 _.._..�' '- ( P P A 1N1 I D -J � _� 2 1 _ �Ir14 -I�- I Toro 1 IP-30OP-07 Lam Rotor 1.43 2.85 5.7 90 180 360 36' 35 14 ly Iky I . p - - , 13 I r Q Q � I+ ✓'tl/IPili Ir -�_ Ty_l 0 'TI > w to w J m Hardie 1 f02 Master Valve Norrall Open. 10 ` 41 - IN f PI'6P� f�OM W_ . I la' -aL7 IY� - 8 Y xa f1i1) I j I i �¢ �, Ilt 1 I RainBitd 1 ffB CP-PRS Reaote Control Valve. 10 H 0. `� I' r �v�� 6W1E� 0t f (,b- ; �,¢ Iry _ ��„• y RainBird I - - o - P,` 10 i 0 �� IID I� -- /y i _ 0 33 DUC 3l4' QuIckcoupling Valve for Ground Cover Areas, Install in Valve Bot. 1 o ; �p ' I D Jy l I tit G I `\ 18�� Y1 RainBird 1 5 NP-1' Quickcoupling Valve for Turf Fields, Install In Lam Areas. 7 �aA ly2 PiQ ? r�r--� 1 (�-- ()q ' �) ? I,. \y� i 4 Charapioo 1 200 Manual Angle Valve, Line Size. w W 2 �� �\• \` �0 b ►1 Nibco 1 T-113 Gat - a Valve Line Size. i - 4 H w r !y 3 ( ` f Calsense 1 2/a� ry Controller in Ne ers Neu -1-N 28 Enclosure. 3 A E-, � 177 '�• � _ y �i z �}(� x110 ; II II � �_. � Y g S 5 Z x H vAi I ; � ' t IkL 1 ti , z rpl I° \ A Ca sense t FM - Flow Sensor. B W V A 8 4 4 Y-� IDS VG w 0 I� ) I� I� ( G( King I KCS-S Series Spring Loaded Cbeck Valve. �. \ 3 W �k-!~`�� �-b �(y ' , Iia p � Ill iy � e Febco 1825T D Reduced Pressure Backflow Preventer. 8,G --- - I 2 ( • CASHIACNEI F-82-1' Pressure Relief Valve 150 PSI. H w H Q, � o � II� �' _ _ _ _ , I Ct°I � 2/ • I I t�4' ° n II I►� � t,� �L ? 1 i U Q I r I '� , l �r0 I l0 O G,b - �/ rr I ■ Yiltins I S00 Pressure Regulator, Line Size. H r I� I ► C y � �' � t { � II uer ,, � ./�r� ' t rl� x o H w a w to a I -� i 1 ^ t 70 i, I h . O I Q h ? 9 Controller and Station Nurber I�� ` 19� I • • ; 210' Valve Size I GPM • I 'I. .__.- _. .-._21 k' y II lyv (' I" y4M,ltyp PYC SCN 40 Sprinkler Lateral. 2 Ali p y ti-� Q . Q Q "%� 11 s I I lit I Q M K` �"' , �li PVC SCH 40 Irrigation Rain, 2 l4 wj ry >r� Y 3 II J PIC Class Irrigation ' w .\\ Hd h rl Yv --�'i--� - rf -.� �b�•- 'i- y r. v, ` I 31�i I ig tion Mann, / I `,F' Rtfs,- 2,11 �ZA ` lifAt �s71 I ZII GG✓ IA -- PVC SCH 40 Sleeve. 3 IZZ1 ., ! -�_.-. --_._ _._y� _._- �. � _ - -� -_ -__ _ - - - - - --_ - - _ • -- - pZ. ; l rf r �t� Sensor Viring C r - 4'' - - - - - - - - 4--- - - - ; �� Illly I� �'z tilt �I Yry °` 'cqb I 1 I ! i yy . I i ar I I i i ( ( I I ¢r i\` i 1 P� �/ �� 2/� IN - - - - Master Valve Viring I r Y Y I �� QST -. - ' t 2 �3 r0✓.41�,�'f EXISTING 3" METER TOS -l71 Gl�j �� yy -" -� O� ,�, r - , 471 Covrunication Cable Paige 17171-D, Direct Burial D STATIC PRESSURE 105 .¢0 PSI I,�"rPll. � �Z•o 10 I �,j(O q (lp J PEAK DEMAND IQ2 GPM • _ ) ty 65 t c u 11 - II -_" u 4 SEE PRESSURE COMPENSATING SCREENS CHART SHEET-17 DETAIL 'H' W z I 3 I'fi lyyy Iry I� Ir, INSTALL COMMUNICATION CABLE LOOP / 0 4ry3,4 Y� ZUq _-� TO ANIMAL SHELTER CONTROLLER. ✓ u, lyy vAi H 4 a. 1� 7o LN Ike r'�G SEE SHEET L-lqj FOR PRESSURE CALCULATIONS . 1 U J E ` "� "" 2� IYy Iii fo(i 1 THE IRRIGATION SYSTEMS ARE DESIGNED TO PROVIDE 3" OF WATER FOR \ ' r � `P - - -.-.- _-- n,N, G?� �a Qi LAWN AREAS AND 1-1/2" FOR GROUNDCOVER AREAS IN 6 DAYS . WATERING Z a off C�` �t 11 w L, , , Ia . I CYCLES SHALL NOT EXCEED 8 HOURS PER DAY. ky .,_„_.... . Orr • � Z, u , -- _.. � 4 V, yl �g" I� � GlI � 1 �y , x o U IIt 1 1�9 ` 3'� F- \E SCALE: PARTiiiiiiFii�iiiiA a rr� r `p,NOSCgpE nn , w N z N Ir SZi p R E V I S 1 O N S FOR CITY USE ONLY - ,a H �a• i P` > - - „ I I�� G ly b a DATE DESCRIPTION APPROVED INITIAL DATE 1 W - �l�lf yi L� .. 3 GIS I c�1z ' �o H o )t9 (i{I -: _ COIVNECTTON D=A=L t (�jr 40 \ ,I v �` STREET E-i m - o --�y- - 9 yQ !Gy V In p 12 b0 VZ (,t) 1 IM c� Z ,.a _ I2 (� - __ __ �_Na.. _ j(° 3� M I , y Ii Biu II Q - WATER/SEWE O 04 N 3 I I p i LL_-��-Li] �ri S,p a�u« GRD L DRAIN e � O PST �' . IMt`L. TRAFFIC _ . 1b 1 1 �E- F�-II---ITV ti� /! u � ' 1 , �, Iu , �.� •tq �, � 3 r { _ _ .__.. \^ l 1Z 1 /,{5 100 � �3 ��' Q 12*, � ✓ll S Date / FINAL CHECK H I" f In I " It' $ 2" I9 Zrl ..,__ �2 __ ._ .. - I't I°- L 5 ; I1 I ��� ".�'_ 3_� ..,L".._2 l� __ _fir_. i �4 jf a�,N`� R/W Z a I't z1 I 5 ZyfV +,r �„ 3 I -� 4 r Q ^ 2 OF EAItF AS CONST. 11� �, _ - ,,s Z� _ _ �CEY MAP NO SCALE Ill O U �: I , r T4 ;81.11 I `O� ?I� 'r4 Irl I IVd -`i' y2 HESE ANS WERE PREPARED r I\4 Ir9 �y7 I I� �If ly4 i Ilr II` ZI' (' �� _T T PL BY: FOR PRIVATE USE � - - _-ti D i SSo (I ;�4 RJM INITIAL DATE k ' a2 4 4 ><i I� �1K�1� 10 Ir ;4 L-'.p.t R 11 k` _ _ - ,�p�; L:y.r `' , DESIGN GROUP, INC. 't . ;- AAAA DRAWN ,,I .,....__ ..,.-.. ..� ..-. r._. - �... _ - Z I - :. - / •ti'� 5; PLANNING AVID LANDSCAPE ARCHITECTURE -1 4f k - - _�# # it (� 0 b h I, r != �:: i s '' \I CHECKED Ilr '� � 3 - � n1� 3� a�---I! �`i I l �` NAIr1l� r78-LtiSRIMBLl5.5UI1E20,ML�S10S1(E�O.CA.136A1 d I I �v t y ( o l Ii , LICENSE NUMBER I In I 14 2 r 11y i t jay I j I" ► �" I : r I s IL?' DATE 9-18-91 S '.- wy ---e-v ����d�-���--•�•+vr--��J� I �5rn � � I v-- FILE _ - r yy 3 u4 �� AlyU ?, nr y�� Q ; In ij{t ys 2 - a _. ._... '' I lu p` 'rd Y� -d- �', I � 'I �I IA �.�� ^i= '_^. ;i i CITY OF RANCH® 1 F-- '�-�" r ..�.:. .. .. _.._ - _ C U CA M O N G A COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION plr9 ) z �- o 119 t �l-P -� Q-4 _ w y� 1 k7 y.L4 I{t nz/� 1 IY llZ �r4 VZ r,El .t1Y r J ! = � I ,,: r ! ' > PROJECT NAME � �...w V l I III III -yl3�. I - o. \ (.^H.I a - -� -j ! < �Jr/¢" 5' �b 2 "% 2 g, /J� SIU 'I dao( v< RANCHO CUCAMONGA SPORTS COMPLEX MIH IA* �r SHEET TITLE 'U 3..__ _ _ _ _ _ __ _ ___ - _ _ _ ___ �� _ _ -___ _ _ __ _ _ .-__ _ _ �__-_ _ �� _� _ __ _ _ �_ IRRIGATION PLAN _ _ .-� - 0 Z 12 ARROW Ill UH6�- ROUTE. SEE PLANTER DETAIL - SHEET 12 LOCATE HEADS AND QUICKCOUPLERS IN TURF � ����� �'"�� ,�''; � '�� I � APP ED APPROVED rr ( Z� f*K CUM I� 4 FROM EDGE OF BRICK DUST AREA. �.ar DAT COMMI! I ERVI ES AGER DATE .( CITY ENGINEER TOBY MERTENS-IRRIGATION CONSULTANTAPP VED 333 AVENIDA ADOBE l iRM I SHEET LA 4 OF 3 I DATE / llil u FFICIAL i r SAN CLEMENTE, CA. 92672 _ APPF20VtDJ (714) 498-4483 ----- - -- __--- - -----j DRAWING NO. OF ARROW ROUTE DATE - CIT Y PLANNER 1 �3� SHEET X45 OF �- 3 SPECIFICATIONS FOR RECLAIMED WATER FACILITIES CUCAMONGA COUNTY WATER DISTRICT. G. Quick-Coupling Valves SPECIAL ONSITE RECLAIMED WATER NOTES . PART 1 - General 1. In order to prevent unauthorized use, all 1. The installation of the reclaimed water system shall reclaimed water quick-coupling valves shall be conform to the regulations for the construction of A. Description operated only with a special coupler key with reclaimed water systems within the Cucamonga County an acme thread for opening and closing the Water District . This section describes special materials and thoir valve. 2 . The Cucamonga County Water District shall be notified installation for reclaimed water facilities two days prior to the start of construction at identification. 2 . Quick-coupling valves used in potable water 714 987-2591 and each workday thereafter until the systems shall be operated with a coupler key completion of the project . B. Related Work Specified Elsewhere not using an acme thread for opening and 3. All onsite constant pressure reclaimed and potable closing the valve, and with a brass or yellow water main line piping installed on this project shall 1. PVC Pressure Distribution Pipe cover. be identified in accordance with the District ' s regulations and the irrigation specifications . C. Approved Manufacturers 3 . A warning sign n shall be attached to each g g (a) All constant pressure reclaimed irrigation water reclaimed water valve as specified herein. piping shall be 'Alertline ' color coded pipe as 1. Warning Tape: manufactured by ' Brownline ' Inc. H. Potable Water Piping (b) Warning tapes shall be used on all constant pressure a. Griffolyn Company, Inc. main line carrying potable water. 10020 Mykawa Road 1. All potable water piping installed within the (c) Warning tapes shall be a minimum of 3 inches wide PO Box 33248 same project limits as the onsite reclaimed and shall run continuously for the entire length Houston, TX 77033 water piping shall be installed with potable of all constant pressure main line piping. The tape Phone: (713) 943-0070 or (800) 231-6074 water identification. shall be attached to the top of the pipe with b. Terra Tape, Division of Reef Industriesplastic tape banded around the warning tape and the 2 . All PVC potable water piping shall be blue or pipe every 5 feet on center. PO Box 33310 shall be white with blue stenciling appearing (d) Warning tape for constant pressure potable water Houston, TX 77233 on both sides of the pipe with the marking piping shall be blue in color with the words Phone : (800) 231-2417 "POTABLE WATER" in 5/8-inch letters repeated It CAUTION BURIED WATERLINE BELOW" imprinted in min. every 12-inches. 1-inch high letters black in color . Imprinting shall 2. Warning Labels and Signs be continuous and permanent. 3 . Blue warning tape identifying it as a potable (e) Warning tape for constant pressure reclaimed water In all cases the warning labels or signs must waterline and stating "CAUTION: WATERLINE pipe sleeves shall be red in color with the words be approved prior to installation. Failure to BURIED BELOW" may be used as an alternate to to CAUTION RECLAIMED WATER" imprinted in minimum receive prior approval may result in the Owner, blue or stenciled pipe. The tape shall run 1-inch high letters black in color. Imprinting shall Applicant, or customer removing such sign (s) continuously for the entire length of the main be continuous and permanent . and providing approved replacement(s) . All piping. The tape shall be attached to the top 4. All pressure main line piping from the reclaimed water costs will be at the Applicant ' s, Owner' s or of the pipe with plastic tape banded around system shall be installed to maintain 10-foot minimum customer' s expense. Failure to comply with the warning tape and pipe every 5 feet on horizontal separation from all potable water piping. these requirements as set forth herein will center. Where reclaimed andotable water main p piping cross , the result in termination of service as provided reclaimed water piping shall be installed below the for in the District ' s Rules and Regulations 4. Where a potable and reclaimed line cross within potable water piping in a PVC schedule 40 pipe sleeve Section 700 and 800. 3 feet vertically, the reclaimed line shall be which extends a minimum of 5 feet on either side of the installed within a Class 200 PVC protective potable water piping. Provide a minimum vertical 3 . Reclaimed Water Quick-Coupling Valve sleeve. The sleeve shall extend 5 feet either clearance of 6-inches . Warning tape shall be used on al-1 side of the potable line of a total of 10 feet. constant pressure main line pipe sleeves . Nelson 42 and 40 K key A minimum of 6-inch vertical separation between 5. All reclaimed water sprinkler control valves , gate utilities must be maintained at all times. The valves , quick couplers and other valves shall be tagged potable line must be installed above the with identification tags . 4 . Stenciled Pipe reclaimed lines. A 10-foot horizontal separation must be maintained at all times. (a) Tags shall be weatherproof plastic , 3"x4" ,purple in Stenciled PVC irrigation piping shall be purple color with the words "WARNING-RECLAIMED WATER-DO NOT with black stenciling. The stenciling shall PART 2 - MATERIALS DRINK" imprinted on one side , and "AVISO- AGUA appear on both sides of the pipe with the IMPURA - NO TOMAR. " on the other side . Imprinting marking "RECLAIMED WATER" in 5/8-inch letters A. Buried Piping Warning Tape shall be permanent and black in color. Use tags as repeated every 12-inches. Pipe shall be manufactured by T.Christie Enterprises or approved "Alertlinell as manufactured by "Brownline, The plastic warning tape shall be an inert plastic film equal. Inc. " . specifically formulated for prolonged underground use and (b) One tag shall be attached to each valve as follows: shall be prepared with black printing on a white field 1) Attach to valve stem directly or with plastic . D. Valve Boxes having the works, "CAUTION: RECLAIMED WATERLINE" . Warning tape for potable water pipeline shall be blue tie-wrap or 2) Attach to solenoid wire directly or with plastic 1. All valve boxes for reclaimed water facilities with black printing having the words, "CAUTION: WATERLINE shall have triangular valve box covers with the BURIED BELOW" . The minimum thickness shall be 4 mils and tie-wrap or 3) Attach to valve cover with valve cover bolt . inscription "IRRIG" cast thereon. the overall width of the tape shall be 12-inches (for 8- E. Restriction of Public Access inch pipe) and 6-inches (for 6-inch or smaller pipe) . 6 . All automatic controllers must be set to operate between B. Warning Labels the hours of 9: 00 p.m. and 6 : 00 a.m. unless otherwise _ directed by the District Engineer. 1. All onsite reclaimed water facilities shall be 7 . Adjust spray heads to eliminate overspray onto sidewalks restricted from public access so that the Labels shall be inert plastic film specifically and streets . general public cannot draw water from the formulated for prolonged exposure and shall be prepared g , Contact the District Engineering Office two days prior system. Facilities such as washdown hydrants with black printing on a -white field having the words: to the irrigation District system coverage test at 714 987-2491 (typically found at tennis courts) , blowoff "CAUTION: RECLAIMED WATER FACILITY" . The minimum and he irrigatiange for a walk through for the system. hydrants, blowoffs on strainers, and other such thickness shall be 4 mils for adhesive backed labels and g . Failure to comply with any or all of the above facilities, shall be restricted from public 10 mils for tag type labels. Tag type labels shall have guidelines puts the system in violation of the Districts access. . reinforced tie holes and shall be attached with heavy- Rules and Regulations , and will result in termination of duty nylon fasteners. The size, type of label and 2. Reclaimed water facilities, both above and location will be dictated by each individual application service until the appropriate corrective steps have been taken. below grade, shall be housed in an approved and subject to acceptance by the District' s lockable container colored green. A sign Representative. The minimum size shall be 1/2-inch high reading "CAUTION: RECLAIMED WATER" shall be letters. installed, its size approved by the District Representative. An alternative acceptable C. Quick-Coupling Valves means of restricting public access is the use of valves that operate by means of a recessed Quick-coupling valves used in reclaimed water systems key slot or by means of hexagonal heads (such shall conform to the following: as those typically found on fire hydrants) . Other means of restricting public access may 1'. Quick-coupling valves shall be 3/4- or 1-inch be approved by the District Representative. nominal size, Nelson 42 with 40K key or 51D cJL�'E��ATE # 7A approved equal, with brass construction and a / /, F. Warning Signs and Labels normal working pressure of 150 psi. 1. The District requires warning labels to be 2 . In order to prevent unauthorized use, the valve installed on all appurtenances in vaults, such shall be operated only with a special coupler as, but not limited to, air release valves, key with an acme thread for opening and closing blowoffs and meters, and on designated the thread. PART-A facilities, such as, but not limited to, controller panels and washdown or blowoff 3 . The cover shall be permanently attached to the hydrants on water trucks and temporary quick-coupling valve. It shall be green rubber construction services. or vinyl . �lp�e R E V I S 1 O N S FOR CITY USE ONLY #µl[1146 DATE DESCRIPTION APPROVED INITIAL DATE 4 . Special or locking covers are required by CCWD , STREET and shall be noted on plans during the plan til► � � WATER/SEWER check review. GRD L DRAM D. Stenciled Pipe TRAFFIC FINAL CHECK Stenciled color coded pipe shall meet tall IAPMO and,'NSF * R/W standards for PVC type I, grade I pipe. ! AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE .. PART 3 — EXECUTION \ KJA1 "TIAL DATE DESIGN GROUP, INC. DRAWN , PLANNH(,AND LANDSCAPE ARCHITECTURE A. Installation of Pipe Warning Tape ,_ x5 <F�A161�t q�iE 20 M1SC10S�1 E)Q CA.9k CHECKED NAME DAFE 9-18-91 SLI Warning tapes shall be installed directly on the top of LICENSE NUMBER FILE the pipe longitudinally and shall be centered. The N warning tape shall be installed continuously for the CITY OF RANCHO CUCAMONGA entire length of the pipe and shall be fastened to each COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION pipe length by plastic adhesive tape banded around the pipe and warning tape at no more than 5-foot intervals. FPR0J*EC7METaping attached to the sections of pipe before laying in NCHO CUCAMONGA SPORTS COMPLEX athe trench shall have 5-foot minimum overlap for continuous coverage. all risers between the main line NECLAIMF_U WATER AJOTE5 W and control valves shall be installed with warning tape. B. Installation of Warning Labels APP VED APPROVED ` - Warning labels shall be firmly attached to all 44 A # DAT cOMf.+Ir,MIT C ANAGER DATE CITY ENGINEER appurtenances using heavy-duty nylon fasteners. - DATEPPWVE FICIAL , SHEET L-1 5� OF 3�_ Ly I END OF SECTION - -- APPwoI�EZ � DRAWING NO�oF�"'� — DATE CITY PLANNER 13 SHEET OF MAD GIIPI0YVALVE f0% S COVER r18P_F1'{7'E HMUMD "I RPI GAT[OK GATE" "CAR.15T16 FLB BOX S FLED LID (GR EQUAL) ,4RT;A5- T"M11IAL 'STRIP Pion COMM.CA151-r- 3" IN P6A9T D£DS FINISH GRADE COITi(R•1ICATION CABLE LOOP IN SL= TM oul CbITCRI;I'E. RRI_ -- COidIROL REX;=. BID ALTERIIATE 76 _ _ -----HAROSCAPING ` LEAN EACKFILL - SEE SPECS. FOR 11 -. - - R&7--A= WATER CMEYERS X: COMPACTION REQUIRED - MEUC-1-H 285 ENCLOSURE I = _li WARND4G TAG. ELECTRIC METERI SCE RAIN t[R970 OIRCWITN YELLOW N li = _ , COLOR CODED MAP FOR VALVE STRUCTURE OR IIIIi; �� Z J . . O` -__ LOCATION INSIDE (PER. SPEC'S.) RUBBER CAP SUPPLY ONE KEY NARDSCAPING - _ - - --- _ V _ PER 12 QCV'S INCLUDING NOSE (_ _ SWIVELS. 1111, - F -I WALL MOU 2Eo0=M -.. J--.-. II�II� ill NCN-PF SSLRE LATERAL LINE: SCH. 410 - � I '• =it r-_i - � I � WALL MOUNT CONTROLLER- - a :�.•liI I �•,R ��� � 'i -_--: � __ • • {{ BRASS GATE VALVE I l� � I MOUNT WITHIN ENCLOSURE. FINISH CRADC - INSTALL IN =' "' - Ili -'illy - II:S PLANTER BED ONLY l8" Maxievs SHAPE PIPE IN TRENCH g I _ 1, ,' III.�LL}i - I I '1 E- -- CONDUOIT7(YERELOCALICODE�TEEL WITH BRONZE H: D'«H tl -JIN �. �• .t.... 1 • /+ ON-OFF SWITCH AND 110 VOLT --•' -'-'-- -- 5 - --_ - 1�•' EXTERIOR OUTLET TO BE PROVIDEDS) PRESSURE SUPPLY LINE: SCH. 40/CL.31S = A\./ �. CONTRACTOR. BID AI,TERIi}1TE • 7 S!; YE PIPE IN TRENCH = CLEAII lA[;KPtLA- - s�E Vis.t+oR •• I 1 LOCK Nur 1P b . 3T -� - c o°y c rr^ r. FIN v Ju-yJ t vim.,, 3/4" WASHED CRUSHED - MATERIAL 90- SZE geIoN piC�uI,1BD ' • I . ; I C01D10N WIRE/CONTROL WIRES IN J' _ _. p u c �� AuunE ,T-c BAS: GRADE I- SCH. 80 PVC CONDUIT RECI AII�ID WATER -_z�- - _ _ - - IIII .9 = o� �, I III 8 2' X 7' X 4" CONCRETE FOOTING WMM,IG TAG. I - STAINLESS STEEL t, _ _ ~ MIN. ? INSTALL A MINIMUM OF 1" ABOVE {BASS NIPPLE SCREW CLAHP I SAND - �L d GRADE AND SLOPE TOP TO DRAIN BRASS 90 CLL t I = PRv _ l L 1J1 AT A MINIMUM OF 21 xINIxLx (>> Puc£s ^'rIDE'2" CF CLEAN MGKF[LL b _ BRASS 90' STREET ELL flex!-PItl37UR£C�.TYrt�t I-INt lLQ�/� LSCH 40 PVC MwLE ADAPTOR$ J1l - ._ H - - E F TWICE DIA,•41:T't 1� • N•H-P/'!7lVM1E V•- •t - IRASS NIPPIC 6" LONG f4 REBAR STAKE 12 TYPIC CCNTPCL WIRES - SVKC7LE AND TAPE i(! S ^� I _. . -_ F DIRECT BURIAL WIVES`TO -} - L-4T9A#A-64NP_ �- VALVES, BUNDLE AND TAPE EVERY BRASS 90' STREET ELL CONTROL-WIRE ltavve-sms KR �� LINE TRENCH. AT IS C.C. AND IMST/LLl ITDJACEPFT �+ 11 FT. O.C. INSTALL WITHIN MAIN i (24" tcr:c) � . � Ito V. cor:;ulTi TO P?ESCU22 SUPPLY LINE ;,� �, = IIIS�LL ADJAGFNT TO PIV�R� S��P��{ FIDT¢; REFER TO DETAILS NOTESI ^� -'' I - i 1• PLACE AGGREGATE PRIOR TO INSTALLATIO14 OF VALVE BOX. NOTE E : Ilil!!I 1 ��! INSTALL MAIN LINES AND LATERALS s1 Tuw� naBrvE-3FZR* 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES 'T�A/IN� DIAMIT£It •(T Pxeysute��r[lI LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR '.'0 CON STD CII ON WITH 24" COVER III ST„DIUi1 AND LINE FINISH, 2 COATS^t-17-I&LIE NVAtT1E 5Im"(G'Le)es F"A"EL 1 111 --- - 6' TYPICAL- 2. CO ON WIRE TO BE LhIITE AND CONTROL VIRE TO BE RED IN COLOR. , 1 I SOCCER FIELD ONLY. T. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTRUI. VALVE. 4. CONTROL WIRING SEQUENCE CORRESPONDS TO 0pERATI8C SEQUENCE OF REMOTE CONTROL I - - - ��^. WSTE: VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. N PRESSURE SUPPLY tet_ LINE FITTING 1. PIGTAIL ANO LCC? CCNTROL WIRE AT 90' CMAfGES IN VIRECTI011. 1. ALL SLEEVES TO BE SCH t0 PVC. S. RUN ONE EXTRA VIRE (COLOR, ORANGE) TO FARTHEST RCV - FOR FUTURE USE. �- --PRESSURZ SUPPLY LINT 2. EXTEND ALL SLEEVES 12' iETOND EDor oF W4ro--a-m".-A1►oTm tNDS 6. MANUFACTURER'S PH. NO., (217) 724-0450. 0AICK COUPLING VALVE WITH METAL STAKE TYPICAL TRENCH'NG 3 TYPICAL SLEEVING 4 GATE VALVE- 311 or smaller rJ TYPICAL CONTROLLER ENCLOSURE C >✓UB plea ONLY 2 - IbF1E 1• EwttttENrTD a Itf3uum AT A N wwwof 240 FROM ANY STAUCTURCS OR HARDSCAPINC. PAkaLLst_ To STREET CocCVLLR 101 1 C.L COVER IUJI U D 'I RR I LAT I ON ACV* •�^•'`': 3. t09 vllr Is ntsf tD A lTlitaetvRE (it. tfiRtt, WfLDf14G, tE7C..) PIotJNrTEST COt:KS CO t/t• ABOVE F;N;SH GRA^E 'CHsIISTV•FL9 10X 1fT.9 LID OPEW OoLwom-STRUCTINet fiD� v L. LACE ASSREGxTE r"R:CR TO ;.rST;,LUT:C:+ CF VALVE E.z, Ht-POP Rojr� AEAO i--------•--------.-r---/ACKpLO✓/ItFVFN'1GR.A35!`711L1' L INT: S(LtD M55 I TO SP1C If I[0 t1 - ANGLE WITH 4$' tlli ST;;:C'LRE CR I'.:•;`CSCAP;NG r FINISH GRADE SDRIR1Ltt • ANGLE PIPE 10 C C N C 2 E'E I�L'i E BCI L C E 2: "Ie VAI L.vE � k I PiI!-TYP iCA t-��1L�lS _ FINISH GRACE "CMR:$TY' FB Bo 8'LSDL:J I \ I-•' _ _ SCN 40 PVC KILE ADAPTOR BRAS$ !0' F41 'i1'P1UL-(2) /EKES � ,,; - - I' IN l-.N =-I 6' M:N. _ 1-.--� - � -•� -SCH !0 /YC tIIIOII 1" IN PLAT tRtSS RIPPLE y l' IN IASM AREAS 'GHRF-T\TE• CONNECTORS i, TARA55 (E 51kA tNtit,wm 60 Nt'.SH =- BID ALTERNATE 7(� _ y- .- i dRA'ss UNto94 Ncx�1A-�% i - J' IM DLAv1 GIDS Il[CTRIC CONTROL VALVE RFXZ,AIPIED WATER 3 bllT"IGYC x 121, VIDE COMC4tETE PAD = h_-__ tT IRISH GRJIDf (LEM5Tt1 VARIES PER NANUFACIVIE1l) _ ' ISR SLOPE TO WAIN AT H1M1"4Y WMMiG TAG. CU:C4 COL7PLING YALYE ►Rrxt t,EKT'ER.9DuRc•ENON-PRESSURE LATERAL PI; TAIL EXPANSION _ , FINtSM bstPf : SLIP BASE SOCK(T OVER ENO OF WIRES ---- LINE f, FITTING z I _ STAN-LESS STEEL SCgEY i�� - BRASSLOOP (ANGlE2GLO8EJ) CLAMP N.N. (3) PLACE; «' r I( ''I"==�,� I -MARLEX 90° STREET �: z _ = - 1 ' STEP 1 (`17' I ELL = t YALVE Y/UNION z r T I' I 'r, 7 v I ,' ', �: ,� �'_�- I z -FLOW t �STRiP WIRES APDRCX, S/8- FROM ENDS-TWIST TOGETHER : i 4 •l -:r �'./ • - `t(jL :L' - j,;•�Jj dlj r- ,4' _ _ BRASS NIPPLE ^ d # �` �a l ;1'p i. _ IRA SS MI►►LE �1(Pldl • m APPLY SEALER TO OUTS/ E OF SEALING PLUG-FILL ; ;;, I • t .! �.;u� IFI ink "� (Z) PLACES I 3/4' WASHED CRUSHED s� CAVITY WITH SEALER BRASS YIPPEE i?'T{ x- 3/4` NASHEO CRUP(VD M' NI ,; JJ .9(�-% I F� .. 11.11 T AGGRE GAT E r.-- i A6GRfCaATE [ _ 12aIIZBs{Z" CONCRETE r' I�i- c Ic .• -� i� ~' SCH 80 PYC RIDDLE STEP 2 BRASS MIDDLE - 6' lCt:S-� _. `.' 1. - �KCA4►AL1'I4i TNKIhT HOCKS -TYPICAL SCH 40 PVC 90' STREET ELL Iii,,�1,,,L�. ;, (lu ,may •} BRASS !0' ELL = _ •tQUIRED �� _ (2) LPUT CRIMP SLEEVE OYER WERE ENDS-CRIMP SLEEVE \ "'i-' (I� { �. . -_- _- -- __-__z,_ _ __ _-__ --i-CONTROL i CVCN WIRES t MARLEX 90• STREET ELL - ►i1ASS 90• STMT ELL _}_. :1,..�„ I}1 {_-=F SCN X10 PYC XALS ADAPTORS - --- ANO CUT CFF SOCKET 0 WIRE ) f LL - ,� _ I TT{IGAL (2) PLAG•ES SCH 80 PVC NIPPLE - TYPICAL (2) PLACES /-PULL SASE SCCKEi 0'/ER END AS FAR AS POSSIStLE �. SIM 10 DYC t,c_1 TIE PRESSURE SUDDIY'l1NE �•- I l STEP ) �f ^' L« - rffi#REt9bt ST/tt� _ (9 -i QJ t''''" I LIME TO SYS't`T6 ANTI-DRAIN VALVE AS REQUIRED L PUSH SEALING PLUG INTO BASE SOCKET (24° Lo") t� 4� • FLOML -� NOTE: MOtf: PUSH WIRES TO END OF BASE SOCKET TO ASSURE " ` BRASS 90' ELL - TYPICAL 1. LOCATE HEAD i' FROM WALKS CURBS HARDSUPING, MCV STRIP NEARER BOARD 14x0 1. INSTALL CONTROL YAIY[S A NIR;Ma( Of 12' SROM STRUCTURES OR NARDSCAPING. CCM?LETS SEALING OF CON::ECTICN I ��tt, r-rfi EDGE OF LAWN. 2. INSTALL VANES IN PLAXT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALES. STEP • �ERASS 90' STREET ELL L� 4� C (2) ��� 7. PUCE VALVE BOX AT RIGxT A'IGLES TO STRUCTURES OR HARDSCAPING. -- ` PRESSURE SUPPLY LIVE FiiTiYG •� ..mac 4. PUCE AWEGATE PRIOR TO INSTALLATION OF VALVE 801. S. ATTACH *C)OISTT' YALVE NOTIFICATION TAG WITH APPRCPRIATE CONTROLLER AND A N9IR7 SHAD-T(TE WIRE CONNECTOR PRESS;;RE SUPPLY BINE VALVE NLKER TO COhTAOL VIRE. WIRE CONNECTOR QUICK COUPLING VALVE BAICKPLOW PRB1/BNTER HIGH POP UP ROTOR 1® REMOTE CONTROL VALVE WITH 6 7 8 9 SHUT-OFF VALVE St UNION `pNOSCAAr A.kQ�O� � ouE r NOTE: ��n aOO NOTE: 1! •�.,+ct�r, Tnl�� a,e-yr„� 1. LOCATE HEAD 4" FROM WALKS, CURBS, HAROSCAPING• MOW STRIP, HEADER BOARD, AND - Q - �' 1, LOCATE IIEAD 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRiP. HEADER BOARD, AND EDGE OF LAWN. - - ''','.'• 1/2' ABOVE FINISH GRADE EDGE OF LAWN• -�`�• 'I HI-POP SHRUB HEAD 2. LOCATE HEAD 6" FROM ALL STRUCTURES. 2. LOCATE HEAD 12" FROM All STRUCTURES. � pl �• ' • 1. USE TEFLON TAPE ON ALL MALE THREADS. to ?P _ � ; FINISH GRADE PARTlBBBBIBBIlBA 1. USE TEFLON TAPE ON All MALE THREADS. ��4 P�� 4 ' 'I'u v �� 4. INSTALL HEADS WiTH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS �f OF CAL�F� I'LEVATION PER THE inRIGATION PLAtI. R E V I S I O N S POP-UP TURF ROTOR FOR CITY USE ONLY ANC,IOn noo(TYP.) l�;il�'-' '.I'�'. I FLUSH N 1: IN SOD EIZ POP-UP TURF HEAD - 1/2" IN SOD I" iN SEED FINISH GRADE DATE DESCRIPTION APPROVED INITIAL DATE 1111 L"• - FINISH GRADE STREET 1- _ WATER/SEWER J -• Ili I i- a _ _ - i - ( ' ,. u t '• two illli`.II,Ic= TRAFFIC DRAIN A FINAL CHECK ELEVATION ^, SII Illllic�-1111' R/W r--NON PRESSURE LATERAL = � ��;�; AS CONST. LINE B FITTING = _ MARLEX � III'I,` 90' STREET = F_=_== ( I ELL THESE PLANS WERE PREPARED BY: FOR PRIVATE USE E\ li [TciT�1 ,� _ --- re.- SCH 80 PVC NIPPLE (MINIMUM 4" LONG) R iM INITIAL DATE MARLEX 90° STREET'ELL SCH 80 PVC NIPPLE J 14ARLEX 90° STREET ELL (MINIMUM 1" LONG) �L�.! - 3 SCH BD PVC NIPPLE _ DESIGN GROUP INC. •� t SCH 80 PVC NIPPLE TYPICAL (2) PLACES SCH 40 PVC TxT 90' ELL DRAWN (6" LONG) SCH 40 PVC TxT 90• ELL 1 1,a i�. -•.�• ' t PLANNING AND LANDSCAPE ARCHITECTURE CHECKED t v SCH 40 PVC 90' STREET ELL 1 1 NAME 'T2ASLAS RAMBLAS•SUITEL;B.MISSIONVIEJO.CA. DATE 9- 8-9 CAP u LICENSE NUMBER FILE MARLEX 90' STREET ELL _ NOTES: SCH BO PVC NIPPLE- TYPICAL (2) PLACES NON-PRESSURE LATERAL LINE i FITTING CITY OF RANCHO CUCAMONGA " ' •��: 'L'-"J 1, ALL PLASTIC PIPE TO DE INSTALLED ACCOnOnIG TO THESE DETAILS •,�:•: '.: L ANTI-DRAIN VALVE AS REQUIRED - THE PS TLAND CE NOTED OR ETE USE AyT1-DRAIN VALVE AS REQUIRED MARLEX 90• ELL COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 2. THE PORTLAND CEMENT CONCRETE USED FOn T,nVST BLOCKS MARLEX 90' STREET ELL PROJECT NAME J SHALL DE t2Cr -11PE CONCRETE. NOTE: - _ NON-PRESSURE LATERAL LINE [ FITTING RANCHO CUCAMONGA SPORTS COMPLEX [� Y ALL ANCHOR ROOS SHALL BE GALVANIZED STEEL,LaNiuU4'A INCH R WAUETEn,WMas'ED AROUNp PIPE. 1. LOCATE NERD t' FROM WALKS, CURBS, HARDSCAPING, PK,`W STRIP, HEADER BOARD, A,KO • A. SCE OF THRUST BLOCKS SIULL BE SPECIFIED ON PLANS. " S. THRUST DLOCKS SHALL BE USED FOR PLASTIC PIPES WITH EDGE OF ULTI. DIAMETER OR unGEn. SHEET TITLE B. FLOW DinEGTKNI INDICATED BY ---v 2. LOCATE STREA*1 SPRAYS 6- FROM ALL STRUCTURES, AND SPRAY HEADS 12' FROM ALL IRRIGATION DETAILS Lu 1. ALL VIEWS ARE PUN VIEW UNLESS OTHEnWISE S"r-m STRUCTURES IN SHRUB AREAS BUT 6- FROM ALL STRUCTURES IN GROUND COYER AREAS. ). USE TEFLON TAPE ON All MALE THREADS. � ' POP-UP TURF ROTOR A ED APP VE THRUST BLOCK DETAIL HI-POP SHRUB SPRAY POP-UP TURF SPRAY HEAD \ � DATE Comm NITY R ES ANAGER DATE CITY ENGINEER r� TOBY MERTENS-IRRIGATION CONSULTANT A VED L16A of 31 11\► 333 AVENIDA ADOBE DATE BU OFFICIALSHEET SAN CLEMENTE, CA, 92672 APPR04tt) -0__ _ r-4- (714) 498-4483 - DRAWING NO. DATE CITY PLANNER ��f3 SHEET ,'-2-1 + OF 2- -3 V•Lane 1 ' CALSENSE FLOW SENSOR INSTALLATI❑N, CALSENSE SENSOR INSTALLATION. CALSENSE RENDITION ❑F TYPICAL CONTROLLER INSTALLATION lig II 11 V IN TURF AREAS ,., 'T-n �`lln'��� ' CHtISTY COW,VALVE BOX fil WITH 2-6e EXTENSIONS AND 3" IN SHRUB AREAS " , , •/ �� "•' 1 .. SNAP-TITS ° LOCKING COVER.. FINISH GRADE ELECTRICAL f CONNECTORS UUFD14 FINISH GRADE , �--VALVES 1 I lac EXTENSION L ._ _ _ , COMMON WIRE WATER-PROOF • CONNECTIONS = _ ID PIPE —_ I ' COMMON,WIRE SENSOR / BLAC DIAMETERS K RED 3O„ 10 PIPE DIAMETERS ' CONTROL— ' ' ' ' ' ' 07114.UNICATION CABLE LOOP_ CONTROL VALVE CONTROL WIRE BURY WITHIN WIRES FLOW ROOT SYSTEM CALSENSE 1. TREE TRUNK MAINLINE . ANY LENGTH 2. 2" LODCEPOLE PINE STAKE (PER CITY STANDARD) u , . 14 AWG WIRE 3. FINISH GRADE: 2" BELOW TOP OF WALK �� TO SENSOR �— WATER FLOW IN 4. 10+IAI BI¢D 414,0+ %rAVf�,COMP-$IlB". B ID BID ALTFMTE 11 76 ° ! wM- ° EXTENSION I�LTER WATER If 76 IM S. EXISTING KARDSCAPE EDC£ RECLAIM WATER �• '�1l1W �� 6. MAR—'EX TRIPLE STREET ELL WARNING TAG. g d I WARNING TAG. 7. SCH. 40 PVC LATERAL LINE 6' MIN. U o 4i o�C' 8. 6" DIAxE`ERX 36" LONG PERFORATED ABS DRAIN PIPE � e .. o P-1 PEA GRAVEL MASTER FLOW BACK-FLOW WATER 9. TREE PLANTING PIT PER CITY STANDARDS P�cZ'O, q§v- �d DRAIN SUMP ® c�A VALVE SENSOR PREVENTER METER 10. CRO-POUT R PLANT IABLETS PER KANUFACTURSR'S RECOK4EHDATIONS 2' '' MIA.10%NO 11. VAi. W ANT! 4izD 11J YAI &n MIN. MI`6 DIA SEE DRAWINGS FOR SIZE. OF ALL CCITa,=S. FOL. 41 A ?fl vi 'Lkya '1)1 STREET TREE WELL t%155 s B CALSENSE FORM 0011 11/01/68 CALSENSE FORM 0013 11/01/88 Mo. �� PoU. 4Z6 4' Pec. 3F �I 4' ru" 4i f° v y' 9" 44 r06.-A+4tj PC,- F0 pm I0r- 4 NOW oil i $Recommended nozzle/screen comLln;i cn;to achieve catalog perierman;.e la9tevltsr 11' GsntrelTer'D' lTerrt9eU.r'G' 0' alT"t 'J' IlrWring Toes Wrtftin9 lees w i ;rr' T i%eE 1111❑❑❑❑ 1111❑❑❑❑ vverim Tines n Shr,' ; i L' _ cer I�p g ;TnTbs: tL_ at 6 Days aer Beek 30• ❑❑❑❑❑❑ ❑❑❑❑11❑ at 30 psi. �irnb%l 1- " a it 6 re e41 i 3 t � I k 1 � L•xn; 3" :, 6 Ib4s rer IJcev. lawn: 3" at 6 Debs►�'tbe1. Ls.rl: =, :�1; :er Ile• Stations Stan" STANDARD& SMALL RADIUS SPRAY PATTERNS AND UMBRELLA EiUE3E3LERS g,pG� s'tarcrc IA-* P40 csozoPcso�o PCS-040 PCs c6 S:,_ s :s .s ,:s -s. - 71� -] IIS,A6,Af1,A4 :s 55GPM .2 7 4 c .9 1.23 ' ,75 t e MQ ColorBrown Silver OnnQe B,a-• yP"^» f• .e At ! 40 �10•t.J L)1+�S,D17 i7 �2-J6,J10•J12,J11 D0,M,D14,M6 8 B:a J16JI6,J2,4,J25 RJI ... -_ IF _ _ 6„Gut, 2'" 11 6' •' -- eN - 3'1,6C`I 6' 7 1�-M,R7,N10 `s �7 I71�D21 a 61-ErF,6b,69 - _ J13,,:;-,'22_ PART-A _ _ :�i S a• IT 3' 4' S' a' I-6 6 'all els y I SIDE VIEW r.,- . _ - ,,.'o..' :_ so s' s' 18, f4(n. 0 - 31 6O �tTin. ^'S :- �1!ie. r_ - Ba in. E FRONT VIEW 0 10 20 30 40 V W M 0 W 50 s C S F ti "1f 11i� N:r,_,es R E V I S I O N S IOF 4' 1oH s' �' 10' M�uc M""'� FOR CITY USE ONLY IOT 3' S' 7' 10' 100 5' S' 1 ,0' Canttnlle ,EI CrItmIlw•'H' Gx 7ro;ler 'K' DATE DESCRIPTION APPROVED INITIAL DATE I- IS*__� Csgtrel ler 'b / Wsterir Tills Jatcr:rg Tisles 12F - - - 's+.. 1 7' 112' Ualertrg Tunes AwiifS Tliww 5hn6s: 1-1,21' al D&W rer lkei. Shruti: 1 1%2" at 6 I'�� cer Ueei: STREET 1270 - - - - 9tntrs: 1-t/11' at 6 Dt,w Plr LW4 Ghnibs 1-1, at 6 TIM Fer 4e�k I2TT - - - ' Lan, 3e 3t G Dws per Beek L.A►1+ 31 aL 6 Dsv9 par 6100 S 3' qt 6 i�.ds :er Lree; 4a�_r.s" at 6 Tags Fer Ueek WATER/SEWER Sari Urs J 9(atioro __ GRD i DRAIN d, t 1111❑❑❑❑ 126' 10' IL 111a�sLtt>•sas�55 13t,H3,Ep H6►f7,M9 Y6K° K7 TRAFFIC,2T eNla' 83-0 P154,E6 3' 51, 2.86.87 . 2? EIrR, 27 ❑1111❑❑❑ to 811' 88,83 17 El 19 27 K1Z,�:",. ,Y,:. K�5 FINAL CHECK t5F _ _ r3 r a"01,p 121'6► 1' ° us' (110,611 15 v1c z 1510 - - - — - - 816 9 535 6 won 17 INSIDE DIMENSIONS 15TT - - - b' b' 1 15 - M3,67S,f;17-523,825 S FE9,F12,E19 9K�,K21.K15 ' AS CONST. LENc7H HEIGHT WIDTH 7sH - - - f' : ,5' 5459,512,513 7 _ BIZ E10 1 4(11,Nt3 9 KI4 - fl14 524 1 Amin. 81"J Kttl IST - - 6' P to, I 115' 61tti+n. SBBC-30AL 28• les- 4 0 t0 20 30 :_ ? D -- -- `:7 6; ? SBBC-45AL u• 28.5• 14• ISO - - 6' 0 l0 20 30 10 so 60 0 2� '� 'b `b f0 7G THESE PLANS WERE PREPARED BY: FOR PRIVATE USE SBBC 60AL 58• 28S• 14• ISSO - - B.,t, "r ,2'.12' 1c'.,6' 29.;111' „lye rtiPslLEe H,r.-Ie: `PHDJt,gP� x al j�� INITIAL DATE M[Rtttl9s ,7557 _ _ 3'117°•, A E 19,,6 Cartroller I e�0 r� q,� DESIGN GROUP, INC. DRAWN EXPANSION MODULE 15CST – – – • �.� (e111sro1Ter 'C' GaTrrellorIF' Q` ' Ei: iryg 11� �.l� PLANNING AND LANDSCAPE ARCHIIECTURE CHECKED tsesT - - - :.'.+: W+tr1,Ts lyes ,-iry Tiers t�yk 1-VV �6���r j , :7185 LAS RAMBI.AS,SUITE2W,MISSION+IFJOXA.92691 9hnts7 1-1/1" at 6 DA&A P�W"t 4Ms1bS- 1 V21f at 6�Per Itak try rA Q SPECIFICATION DRAWING FOR A STANDARD& SMALL RADIUS STREAM PATTERNS Lauer 34 at Da,p re, Ueek Lean- 3" x 6 Nip Per 00ek icer.. 3s at6 11abs r!4'11eelc � � NAME DATES-�8-: $C8Li0ClS W � 1 LfC€NSE NUMBER FILE Statiav stations 121 40 � BACKFLOW VER DIM. _ CITY OF RANCHO CUCAM N COVER MODEL NO. SBBC-30AL 30' 5F-8 2" 4" 7" 12"_ Z +8" 30" MODEL NO. SBBC•45AL 45" SH-8 s" 6" 1 11e" i 4' � � �-� ISS Gg �, lq:.7l,I11-It3 17 O GA C2 C3 CA :7 f1,P1,F6,F7.fT9 27 219,772 17 MODEL NO. SBBC-60AL 60" so-B 12" t 18" 4' C!O Cft,t5,�1 '7 ( FZo q �_�I7,IB IS I * / � EXPANSION MODULE MODEL NO. EXP•15AL /� 04, 6,C21 15 COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION scsT-a z" 1 18" •' 03,C7,C!'[(4, (�, S F8+10,F13-Fla R Z9 Z.Z10,314.I15 8 • ��� 16FSU 3" – 12" 3' —3' 5' 8' 12' 1,6' C( 7 1.1�,T�, ' .724 8 �� \� « � �� a./�� 6 F21,F12 E J ��1 PROJECT NAME 16H51A B" 12" I 3 5 6 14' 1 16' K'• 1 �Mln• F21,F� 7 ! ^• 116 b E DF CAl1F� ,6o-sul 2' 3' 2' ,6 F 0'tt'" RANCHO CUCAMONGA SPORTS COMPLEX 2115 S.Hellman Ave..Unit I a a, 4U 5-, t,- Ontario•Calilania 91761 ALUMINUM BACKFLOW 22I` - - 3' ,a' _T_ _2' 7' 10 +4' 2 2c' - 0 10 20 30 4� $� FP 7C7 0 10 8D 30 4A 70 fl? 7Cl SoU:harn Calif.(714)947.6992 - minutes SHEET TITLE Outside So.Carr(ec0)729.1314 PREVENTION COVERS 22H-ss I. - 12 3' 8' 4' 2 20' 1'.r=1ej FAX(714)947.1031 220.55 � 2' 3' � e' � u' 44Pt7�3 _-- IRRIGATION DETAILS - APPRO APPROVC��'f/K BACKFLOW PRESSURE COMPENSATING CONTROLLER WATERING SCHEDULE SASE 51 P DATrid TY S NAER DATE , CITY ENGINEER G , TOBY MERTENS-IRRIGATION CONSULTANT APPROVED ! SHEET !•-1 7 OF 3I ENCLOSURE SCREENS CHART 333 AVENIDA ADOBE DATE U — OFFICIAL SAN CLEMENTE, CA. 92672 APPROVED DRAWING No. of (714) 498-4483 DATE CITY PLANNER ra, jg31 SHEET X48 OF 2--i CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS Q CITY PRESSURE CALCULATIONS O O O © �y WATER METER I I A SIZE 2" WATER METER 11 3 E FP.S SIZE 4" WATER METER 1 2c 20 SIZE 2" WATER METER I 2G , 2D SIZE 2" WATER METER I 3 E Fra SiZE 4" ELEVATION 1179 50' ELEVATION w ugh ELEVATION 1180' STATIC PRESSURE HIGH LOW 47. 6 PSI ELEVATION 1180. '1 Q.T � ELEVATION 1167' STATIC PRESSURE HIGH LOW 103 STATIC PRESSURE HIGH LOW 97.4' STATIC PRESSURE HIGH LOW STATIC PRESSURE HIGH LOW 103. SOURCE OF INFORMATION Mr- ,Tames C1 'ne_ CCWD SOURCE OF INFORMATION Mr. James Cline, CCII'D SOURCE OF INFORMATION Mr. James Cline, CCWD SOURCE OF INFORMATION Mr. James Cline, CCWD SOURCE OF INFORMATION Mr. James Cline, CCWD PHONENUMBER (714) 987-2591 PHONE NUMBER (714) 987-2591 (714) 987-2591 PHONE NUMBER (714) 987-2591 •_ PHONENUMBER PHONE NULiBER (714) 987-2591 DATE OFINFORMATiON 9/26/90 DATE OF INFORMATION 9/26/90 DATE OF INFORMATION 9/26/90 DATE OF INFORMATION 9/26/90 DATE OF INFORMATION 9/26/90 q5 PSI AT ELEV 1185.' OR q5 PSI AT ELEV 1185' ORELEV. - q5 PSI AT ELEV. 1185' OR 95•PSI AT ELEV. 1185' OR H.G.L. ELEVATION .1405' (REQUIRED IF STATIC PRESSURE UNKNOWN) 405' 4 MSPS I AT 1185' OR H.G.L.HGELEVATION (REQUIRED IF STATIC PRESSURE UNKNOWN) H.G.L. ELEVATION �_ 05 (REQUIRED 1F STATIC PRESSURE UNKNOWN) H.G.L. ELEVATION 14'05 (REQUIRED IF STATIC PRESSURE UNKNOWN) H.G.L. ELEVATION /4'OS� (REQUIRED IF STATIC PRESSURE UNKNOWN) WATER METER WATER METER E (-) 1179.50' WATER METER WATER METER WATER METER LEVATION ELEVATION 0 1167' ELEVATION 0 1180.0' ELEVATION (.) 1180` 225_-5_ x .433= y•6 23 x .433: 225 x 433: �/7-Q ELEVATION (•) 1237' . �_ lob. -- .225 x .433= 47�4 8 x .433c REMOTE CONTROL VALVE A-Q SIZE 2" REMOTE CONTROL VALVE SIZE 14" ?-' REMOTE CONTROL VALVE SIZEREMOTE CONTROL VALVE D-15 SIZE 1,4�11_ REMOTE CONTROL VALVE E q'✓ SIZE 2" MAXIMUM DEMAND Oil G.P.M. MAXIMUM DEMAND ell _ G.P.M. MAXIMUM DEMAND 147 G.P.M. MAXIMUM DEMAND 42 G.P.M. MAXIMUM DEMAND 11- G.P.M. ELEVATION OFELEVATION OF ELEVATION OF ELEVATION OF ELEVATION OF HIGHEST HEAD 1184' HIGHEST HEAD 1177.2 ' HIGHEST HEAD 11 RR 1176 , � HIGHEST HEAD HIGHEST HEAD //79 PRESSURE 0 RC.V, q7.38 P.S.I. PRESSURE 0 RC.V. Q8. 64- P.SJ. PRESSURE 0 RC.V. 615 P.SJ. PRESSURE 0 RC.V. /00F.SJ• PRESSURE p R.C.V. SIA P.SJ. QTY. SIZE ITEM P.S.I.LOSS QTY, SIZE ITEM P.S.I.LOSS OTY, SIZE ITEM P.S.I.LOSS OTY. SIZE ITEM A.S.I.loss QTY, SIZE ITEM P.S.I.Loss 2„ WATER METER 6. 2 1 WATER METER 273 GPM 9, WATER METER Q 6GPM 6 .5 2" WATER METER Q,GPM L3 4" WATER METER Q7?GPM _2�" A.P. BACKFLOW DEVICE q1 qPM`''' 11. 0 4" R.P. BACKFLOW DEVICE f 1. O 2W R.P. BACKFLOW DEVICE 9.0 2'/t!' A-P. BACKFLOW DEVICE GPM 9.0 4" R-P. BACKFLOW DEVICE - 1- GATE VALVES .2 „ " GATE VALVES •4 4 GATE VALVES .2 .11' GATE VALVES .2 - _ �_ GATE VALVES ,2 1- -2---- ?" MASTER VALVE �_ MASTER VALVE 2-7 1 Nk" MASTER VALVE 2.5 1+1_ MASTER VALVE 2"•5_ 2' MASTER VALVE Q/ C'PM 2_7 NA PRESS. REG.(FALLOFF) - NA PRESS. REG.(FALLOFF) - PRESS. REG,(FALLOFF) - PRESS. REG.(FALLOFF) - - PRESS. REG.(FALLOFF) 4.3Q, 3" MAIN UNE 3.75. 4MAIN UNE q If GPM 3 10 ,3" 4 MAINLINE ;4 O _4g 30, 3" VAIN UNE .C, •46 • 00' 3" MAIN UNE + 4 oo'-2/�" 46 i7Rw 4 405 t 3o T 3'_61 MAIN LINE GI 2.Oq 550 2 ye MAIN LINE 44 4 70' 2" MAIN UNE 47 GPM '101.13 630' 2_ MAIN LINE 8.0 100' C,,, MAIN LWE 4-1 _.4 5 2" REMOTE CONTROL VALVE ASSEMBLY 4. li "0&1 't REMOTE CONTROL VALVE ASSEMBLY 474t 1 REMOTE CONTROL VALVE ASSEMBLY 4. 2 JAI' REMOTE CONTROL VALVE ASSEMBLY 2.q5 2" REMOTE CONTROL VALVE ASSEMBLY .to �3 it_ 50, LATERAL LINE LOSS q (:q PH 7_ LATERAL LINE LOSS .9. LATERAL UNE LOSS 2.3 LATERAL LINE LOSS 3'4 LATERAL LINE LOSS 2.68 LATERAL LINE LOSS 2. 3 LATERAL LNE LOSS LATERAL LINE LOSS LATERAL LINE LOSS LATERAL LINE LOSS LATERAL UNE LOSS LATERAL UNE LOSS - LATERAL UNE LOSS LATERAL UNE LOSS LATERAL UNE LOSS FITTINGS LOSS(10Y.) _� FITTINGS LOSS(109:) .77 FITTINGS LOSS(10'%) /•/¢ FiTrIMS LOSS(10Y.) 1 )7 FiMIGIS LOSS(109:) _76 ELEVATION CHANGE(, 4.5' 1 _95 ELEVATION CHANGE(±) 11' 4.76 ELEVATION CHANGE(, 41 ' 2 2 p ELEVATION CHANGE -4` 1.73 ELEVATION CHANGE U 1Q fir. _ TOTAL SYSTEM LOSSES: 36.3, TOTAL SYSTEM LOSSES: 18,72; TOTAL SYSTEM LOSSES: 34.62 TOTAL SYSTEM LOSSES: 36.q TOTAL SYSTEM LOSSES: 3S gQ \ PRESSURE TO OPERATE HEAD: 35 PRESSURE TO OPERATE HEAD: 15 PRESSURE TO OPERATE HEAD: 30 PRESSURE TO OPERATE HEAD: 30 PRESSURE TO OPERATE HEAD: 36' TOTAL PRESSURE REQUIRED: -71,3- TOTAL PRESSURE REQUIRED: 73.7s TOTAL PRESSURE REQUIRED: TOTAL PRESSURE REQUIRED: X19 TOTAL PRESSURE REQUIRED: 173. LOWEST STATIC PRESSURE AVAILABLE: 97. G LOWEST STATIC PRESSURE AVAILABLE: 103. - LOWEST STATIC PRESSOR[AVAILABLE: 47 4 LOWEST STATIC PRE35URE AVAILABLE: 47'4' LOWEST STATIC PRESSURE AVAILABLE: r/03 PRE-SET REGULATED PRESSURE(IF RECUIRED): NA PRE-SET REGULATED PRESSURE(IF REQUIRED): PRE-SET REGULATED PRESSURE(IF REQUIRED): - PRE-SET REGULATED PRESSURE(IF R£GUIRED): PRE-SET REGULATED PRESSURE(IF RECUIRED): RESIDUAL WATER PRESSURE: (o�g RESIDUAL WATER PRESSURE: 9.z 2 RESIDUAL WATER PRESSURE: �30, '7& RESIDUAL WATER PRESSURE: �!.4.1 RESIDUAL WATER PRESSURE: !� CITY REQUIRED RESIDUAL WATER PRESSURE: 20 PSI CITY REQUIRED RESIDUAL WATER PRESSURE: _ 20 PSI CiTY REQUIRED RES40VAL WATER PRESSURE: 40 PSI CITY REQUIRED RESIDUAL WATER PRESSURE: .20 PSI CITY REQUIRED RESIDUAL WATER PRESSURE: 20 PSI CITY PRESSURE CALCULATIONS O CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS O CITY PRESSURE CALCULATIONS O CITY PRESSURE CALCULATIONS O CITY PRESSURE CALCULATIONS O WATER METER I K SIZE 2" WATER METER I '1 SIZE 2" WATER METER I 3_FF 0 SIZE 4" WATER METER I 4 ?q 4 N SIZE '{" WATER METER I -4-q ¢H SIZE •;" MATER METER I i SIZE 2" ELEVATION 1180' ELEVATION 1180' ELEVATION 1167' ELEVATION 1161.51 STATIC PRESSURE HIGH LOW 98.29 STATIC PRESSURE HIGH LOW /DO. q - STATIC PRESSURE HIGH LOW /03. - STATIC PRESSURE HIGH _ LOW �O$.a ELEVATION 1161.51 ELEVATION 116 ' fi STATIC PRESSURE HIGH LOW /OS.4 STATIC PRESSURE HIGH LOW /09. G SOURCE OFINFORMATi0N Mr. James Cline, CCWD SOURCE OF INFORMATION Air. James Cline, CCWD SOURCE OF INFORMATION Mr. James Cline, CCWD SOURCE OF INFORMATION Mr ,,amen Cline• ccwD Mr, James Cline, CCWD (714) 987-2591 (714) 987-2591 714) 987-2591 SOURCE OF INFORMATION Mr. James Cline, CCWD SOURCE OF INFORMATiON PHONE NUMBER PHONENUMBER PHONE NUMBER (714 987-2591 PHONE NUMBER DATE OF INFORMATION 9/26/90 9/26/90 DATE OF INFORMATION 9/26/90 PHONE NUMBER X71 4 987-2591 DATE OF INFORMATION DATE OF INFORMATION ��Of 90 PHONE NUMBER _(714) 987-2591 5 PSI AT ELEV. 1185' OR � 95 PSI A'P ELEV. 1185' OR DATE OFiIIFORMATION 9/26190 DATE OF INFORMATION 9/26/90 � - 95• PSI AT ELEV. 1185' OR 95 PSI AT ELEV. 1185 OR 95PSI AT ELEV. 1185' OR 95 PSI AT ELEV. 1185 OR H.G.L. ELEVATION 1,f 05 (REQUIRED IF STATIC PRESSURE UNKNOWN) H.G.L. ELEVATION /405 (REQUIRED IF STATIC PRESSURE UNKNOWN) H.G.L. ELEVATION !_¢b 5 (REQUIRED IF STATIC PRESSURE UNKNOWN) H.G.L. ELEVATION /4.05 (REOUIRED IF STATIC PRESSURE UNKNOWN) H.G.L. ELEVATION /40S (REQUIRED IF STATIC PRESSURE Ui1KNOYlN) H.G.L ELEVATION /406' (REQUIRED IF STATIC PRESSURE UNKNOWN) WATER METER WATER METER WATER METER WATER METER ELEVATION 1178 11�?� ELEVATION 116?' ELEVATION () (') ELEVATION (•) (-) � 1161.5 WATER METER WATER METER C 227 x .433- 29 -233 x •433: A00. 23$ x .433: /03•- 2 3.5 x •433= X05 a ELEVATION (•) 1 1 R1 5n' ELEVATION (•) 116t , -�--- 2¢3.5 x .433c /05'6 244- x ,433= 10-6.6 REMOTE CONTROL VALVE " SIZE - 1 '_ REMOTE CONTROL VALVE j- 25 SIZE _ 1411 REMOTE CONTROL VALVE F 5 SIZE 2 REMOTE CONTROL VALVE G-4 SIZE 2" REMOTE CONTROL VALVE _h(/D SIZE 2" REMOTE CONTROL VALVE 1-5 SIZE /X2 MAXIMUM DEMAND 42 G.P.M. MAXIMUM DEMAND _5a G.P.M. MAXIMUM DEMAND SII G.P.M. MAXIMUM DEMAND do-7 G.P.M. MAXIMUM DEMAND LOG✓ G.P.M. MAXIMAL;CElANO 55 G.P.M. ELEVATION OF , ELEVATION OF ELEVATION OF 11 $7 ELEVATION OF 11�4, HIGHEST HEAD //`�.' HIFit ELEVATION OF ELEVATION OF HIGHEST HEAD HIGHEST HEAD HIGHEST HEAD l l HIGHEST HEAD 11651 HIGHEST HEAD 1169 PRESSURE 0 RC-V. Q .�o P•SJ• PRESSURE 0 RON. 1 D 2P.S.I.. P.SPRESSURE to RC.V. q R_4 P.S.I. PRESSURE©RC-V, 05:2 P•P.S.I.SIZE ITEM P.S.I.LOSSRESSURE p RC.V, IO.S ¢ P.SJ, PRESSURE D RC.V. lO¢_.S_ P.S.I..S OTY, QTY. SIZE ITEM P.S.I.LOSS OTY. SIZE ITEM P.S.I.Loss OTY. 517E ITEM P.S.I.P.S.i.loss QTY. SIZE ITEM P.S.I.loss QTY. 517E ITEM P.S.I.Loss d 1 ,4 4" WATER METER 273 GPM " _WATER METER /42 GPM 15. " 2" WATER METER a'j GPM �.. 2" WATER METER 5b GPM �L re - -3-- 3" WATER METER /q2 GPM 211 WATER METER 55' GPM 2.. 2" R.P. BACKFLOW DEVICE 4.2 GPM 9.0 2" R.P. BACKFLOW DEVICE SD GPM 9.0 4 R.P. BACKFLOW DEVICE (/. . _ 31, R.P. BACKFLOW DEVICE /9'2 GPM 11.2 3" R.P, BACKFLOW DEVICE /Q2 GPM 11. 2 2" R.P. BACKFLOW DEVICE 5 GPM 9.0 1 " GATE VALVES •4 '_ 211 GATE VALVES Q 2 _ 4." GATE VALVES .4 2 3 GATE VALVES /� 4 1 g" GATE VALVES log GPA; .2 2 GATE VALVES . 15 1 MASTER VALVE 2 5 14" MASTER VALVE 3.Cv_ 2" MASTER VALVE .0 GPM 2.7 2'_ MASTER VALVE CiPi1 :2• 211 VALVE 5.7 1� MASTER VALVE 4.8 PRESS. REG.(FALLOFF) - PRESS. REG.(FALL OFF) 8.0 - PRESS. REG.(FALLOFF) - PRESS REG.(FALLOFF)OFF) PRESS. REG.(FALL OFF) - 1 " PRESS. REG.(FALL OFF) 7.3 MAIN UNE 000 -2 MAIN UNE $� 1,6_ _ 4 _ MAIN UNE + 6vv' 2'/t" S 2/ 525' 4 MAW UNE 8'] GPM �• 36 30 4f µ MAIN LIRE �- MAIN LINE G I !t" MAIN LINE Q¢ `-55 - MANN UNE log GPM 7S0 2%x." MAN UNE SS GPM .$� _!70' Q/ MAIN NINE 2. G� --1096- --�2-- --45 p�-Q-- -�-- ql GPD; V 26-' 4" MAIN LINE • 5 MAIN LINE v 1A" REMOTE CONTROL VALVE ASSEMBLY 1•k11 REMOTE CONTROL VALVE ASSEMBLY -4. 5- 211 REMOTE CONTROL VALVE ASSEMBLY 4.6 '0 4.2 ' REMOTE CONTROL VALVE ASSEMBLY 4- 4_ 2" REMOTE CONTROL VALVE ASSEL18LY �6-0 REMOTE CONTROL VALVE ASSEMBLY ✓r/ LATERAL LINE LOSS /. 3 LATERAL UNE LOSS 1,3 LATERAL LINE LOSS 2•(0.8 LATERAL LINE LOSS 3 3 LATERAL UNE LOSS 3.3 LATERAL LINE LOSS i •3 LATERAL LINE LOSS LATERAL LINE LOSS LATERAL LINE LOSS LATERAL LINE LOSS LATERAL UNE LOSS LATERAL LINE LOSS LATERAL UNE LOSS LATERAL UNE LOSS LATERAL UNE LOSS - LATERAL UNE LOSS LATERAL UNE LOSS LATERAL UNE LOSS FITTINGS LOSS(i7:) / d FITTINGS LOSS(1C1.) i. � FiM4GS LOSS(10Y) F1Tr.NGS Lass(1 C9:) �- F1T11INGS Loss(109:) .. 6 FITTINGS LOSS 110%) ,$ ELEVATION CHANGE U +Q/ _ 3. q ELEVATION CHANGE • 4, ELEVATION CHANGE 6. 2 ELEVATION CHANGE() 1.5 ELEVATION CHANGE • 3.5 1 51 ELEVATION CHANGE + i 4 ' 7. TOTAL SYSTEM LOSSES: A.7- TOTAL SYSTEM LOSSES: 37; TOTAL SYSTEM LOSSES; 3q. (►3 TOTAL SYSTEM LOSSES: �/ TOTAL SYSTF3A LOSSES: 3 5 TOTAL SYSTEM LOSSES; �7.53 39- PRESSURE q.PRESSURE TO OPERATE HEAD: 30 PRESSURE TO OPERATE HEAD: 30 PRESSURE TO OPERATE HEAD: 35 PRESSURE TO OPERATE HEAD: 36 PRESSURE TO OPERATE HEAD: 35 PRESSURE TO OPERATE HEAD: 30 TOTAL PRESSURE RECURED: 067 n6 TOTAL PRESSURE REQUIRED: 7,3 TOTAL PRESSURE REQUIRED: 7¢.6 3 TOTAL PRESSURE REQUIRED: Z2 TOTAL PRESSURE REQUIRED: 72. S-4 TOTAL PRESSURE REQUIRED: LOWEST STATIC PRESSURE AVAILABLE: ? LOWEST STATIC PRESSURE AVAILABLE: 4".q LOWEST STATIC PRESSURE AVAILABLE: /O LOWEST STATIC PRESSURE AVAILABLE: D LOWEST STATIC PRESSURE AVAILABLE: NOS.6 S-�j � _ LOWEST STATIC PRESSURE AVAILABLE: /05.Ll / S t� PRE-SET REGULATED PRESSURE(IF R£OURED): PRE-SET REGULATED PRESSURE(IF REQUIRED): r 35 PRE-SET REGULATED PRESSURE(1F REQUIRED): - PRE-SET REGULATED PRESSURE(IF R£OURED): PRE-SET REGULATED PRESSURE(IF REQUIRED): PRE-SET REGULATED PRESSURE(IF REQUIRED): ��C RESIDUAL WATER PRESSURE: ' RESIDUAL WATER PRESSURE: RESIDUAL WATER PRESSURE: 37 RESIDUAL WATER PRESSURE: 2 ¢ RESIDUAL WATER PRESSURE: RESIDUAL WATER PRESSURE: 25 0 CITY REQUIRED RESIDUAL WATER PRESSURE: •20 PSI CITY REQUIRED RESIDUAL WATER PRESSURE: 20 PSI CITY REQUIRED RESIDUAL WATER PRESSURE: 20 P51 CITY REQUIRED RESIDUAL WATER PRESSURE: -Y0 PSI CITY REQUIRED RESIDUAL WATER PRESSURE: 20 PSI _i CITY REQUIRED RESIDUAL WATER PRESSURE: •20 PSI R , TORY MERTENS-IRRIGATION CONSULTANT PART�A 333 AVENIDA ADOBE SAN CLEMENTE, CA. 92672 (714) 498-4483 R E V I S 1 0 N S FOR CITY USE ONLY Mut t ly` '! DATE DESCRIPTION APPROVED INITIAL DATE STREET VjWATER/SEWER / a GRD L DRAM c TRAFFIC FINAL CHECK * R/W AS CONST. r, OF C10��' THESE PLANS WERE PREPARED BY: FOR PRIVATE USE R J m INITIAL DATE -.SEE SHEETS 12,13,14,15 FOR REMAINING• DESIGN GROUP, INC. DRAWN IRRIGATION PLANS. p7gtLASFAMRLANNING LA.S�l'TELWMI CSD LANDSCAPE R 11E10 CA.9U91 CTURE cHECKEo NAME DATE - -91 SEE SHEETS 19 THRU 21 FOR TREE, VINE LICENSE NUMBER FILE AND GROUNDCOVER PLANTING PLANS. CITY OF RANCHO CUCAMONGA SEE SHEETS 22 THRU 24 FOR SHRUB COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PLANTING PLANS. PRO-IECT NAME RANCHO CUCAMONGA SPORTS COMPLEX SEE SHEET 16 FOR MASTER IRRIGATION SHEET TITLE LEGEND. IRRIGATION HYDRAULIC CALCULATIONS SEE SHEETS 16 AND 17 FOR IRRIGATION APP ED APPROV D DETAILS. DATE11�LMMUNITJ SE ►CE ANAGER DATE CITY ENGINEER SEE SHEET 18 FOR IRRIGATION HYDRAULIC A VED /✓` SHEET L1 H of �✓1 CALCULATIONS. DATE - AVG OFFICIAL APPROVED �+_. DRAWING NO. OF DATE CiTY PLANNER SHEET z-iA OF 2-+3 114rT , 59 � ^ -� Q ❑ 1 ❑ ❑ 1 ❑ ❑ C ❑ L3 Ci ❑ Li �� ❑ ❑ ❑ Cl o ❑ ❑ ❑ ❑ a ❑ ❑ a ❑ a ❑ ❑ ❑ ❑ ❑ ❑ - Q ❑ ° + ❑ 63• ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ rEM w .. ` ''' o ❑ ❑ ❑ ° ❑ ° ° ❑ ❑ 4 ° ° leo PK 5g D LLJ PG 21 �59 I ❑ ❑ f ' Q 0 Ie — ❑ 4- •" o o11 0 I - -: + G7 YP ❑ o ° ° - ❑ 53 . : a - I ❑ ❑ a I�— .�r� CITY D r�0,�•1y0 2- RANT" 8V 7?1tr5141A61+_- Uj PC 190 . 13 3 rP D LLJ 13 ' ❑ n 0 .13 IN rKB 38 ❑ o G5 Lj I - ❑ .� .. M T LINE SEE SHEET 20 ° G2 x _ ❑ 0 - / SSE SHEEN 20 AN FOR E Ah !� TRE 1 ------- � � b 2 R R N{ E, I . - - VINE AND GROUNDCOVER PLANTING PLANS. -0) _ -- SEE SHEETS 22 THRU 24 FOR SHRUB PLANTING RM 16 PLANS. o , . 29 LS I 1.59 O I SEE SHEETS 12 THRU 18 FOR IRRIGATION PLANS. �. 000, SEE SHEET 25 FOR MASTER PLANTING LEGEND. ------ • I _-----_-- SEE SHEET 26 FOR PLANTING tETAILS AND ' - D ❑ / NOTES.: ® ♦ o ❑ o o ❑ o ••o NOTE: ANY TREE WHOSE CENTER IS PLANTED ate ; X,, ,� -_ o� �. .� . : ,f` � � dB�/e'8•v1,$! LESS THAN 5 FT. FROM CURB, OR HARDSCAPE SHALL BE PLANTED WITH APPROVED ROOT �lQ t�%1'1s�(i BARRIER PER CITY STD. 605 B. r �%a� -7 �3 P'• ALL SLOPES IN EXCESS OF 3:1 SHALL RECEIVE � 1 JUTE NETTING; INSTALL PER MANUFACTURERS W R 48 �. 25�� RECOMMENDATIONS. NOTE: i Construction timing of stadium turf fields will need to anticipate the achievement of an established, playable stand of turf, acceptable to j the City, no later than February 1 , 1993. Construction timing of all other play fields will need to anticipate the achievement of an established, playable stand of turf, acceptable to the ' City, no later than September 1 , 1992 SCALE: 1 -401PLANT LEGEND PART- A TREES GROUNDCOVER REVISIONS FOR CITY USE ONLY ✓,GYM. KEY BOTANICAL NAME COMMON NAME 822E COMMENTS OTx SPACING DATE DESCRIPTION APPROVED INITIAL DATE 87tn. KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS QTY SPACING (THIS SHEET) PLANT KEY (THIS SHEET) G1 HYBRID BERMUDA STOLONS 'TIFGREEN' 98,597 S.F. STREET �^ WATER/SEWER BP BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL 53 25' O.C. G2 PERENNIAL RYEGRASS 'CALIENTE' HYDROSEED AT 101/ 81,105S.F. PC 100 QUANTITIES OF PLANTS GRD & DRAIN 1000 S.F. • EM EUCALYPTUS HICROTHECA COOLIBAH 5 GAL 63 25' O.C. SEE SPECIFICATIONS TRAFFIC 24" RB RO£LREIITERZA BIPINNATA ^HZNESE FLAME TREE ?4" BOX ORANGE-RED FLOWERS 38 40' O.C. G3 VERBENA PERUVIANA 'ST. PAUL P2NSIZE OF PLANTS FINAL CHECK LLL\Lj R' 1 GAL AT ROSE PINK FLOWERS 0 S.F. R/yy 18" O.C. LS LIQUIDAMBAR STYRACZFLUA SWEET GUM 15 GAL. FALL COLOR X29 2S' O.C. A. AS CONST. 'FESTIVAL' KEY MAP NO SCALE 0 ::::::::::;:::::::; G4 GAZANIA 'MITSUWA WHITE' FLATS AT WHITE FLOWERS 12,673 S.F. MG MAGNOLIA GRANDIFLORA ST. MARY'S MAGNOLIA 15 GAL WHITE FLOWERS 9 20' O.C. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 'ST. HARY'S' 12" O.C. v i 1 " HflSCAP � 1 1`.JN1 INITIAL DATE 0 PA PLATANUS ACERIFOLIA LONDON PLANE TREE 15 GAL. 0 13' O.C. G5 PELARGONIUM PELTATUM IVY GERANIUM 4 POTS AT TWO-TONED PINK 1,822 S.F. (K ti �; 12" O.C. FLOWERS E�iN ',,9 _ rs DESIGN' GROUP, INC. DRAWN PC PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL.. O.C. �0 #U C♦ C �; =x � , v,�.ni.. ..�,gt1TE1 Sre�acNnecruae CHECKED 9 15 O y �<�..�,asi+c Sur[zw.eltSaa�c FJo.ce 1bv� PK PRUNUS CERASIFERA PURPLE LEAF PLUM 15 GAL 15' O.C. a ,, NAME DATE9-18-91 �� ' c ; ' > LICENSE NUMBER FILE 'RRAIITER VESUVIUS' G6 FIBER MULCH 4 DEPTH COARSE GRIND 66,318 S.F. ( s r� FIBER MULCH PD PHOENIX DACTYLIFERA DATE PALH 20' Mule MFG. BY: BLUE y - ; ; W CITY OF RANCHO CUCAMONGA HT BROWN TRUNK 3 15 O.C. SIG RIBBON NURSERIES, _ COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION RM RAPHIOLEPZS INDICA INDIA HAWTHORN 15 GAL, MATCHED STANDARD 16 15' O.C. ORANGE, CA R fia _ !'. Z 'MAJESTIC BEAUTY' t �P = ; ;� s' .................. =1 '; w 714/633-3666 - s+ � > PROJECT NAME WR WASHINGTONIA ROBUSTA MEXICAN FAN PALM 25' HT BROWN TRUNK 48 12' O.C. - l /f of CAL`�� " \� lig; '' a �, I E _, Q RANCHO CUCAMONGA SPORTS COMPLEX G7 HYPERICUM CALYCINUM ST. JOHNSWORT FLATS AT 272 S.F. -� _ - _ ! 20' HT. BROWN TRUNK .E :�c - �'aY - ...•..,,._. ¢ a O.C. ;: w SHEET TITLE *ALL 4'x EARRING AREA PLANTERS TO H I� _-- --- __ TREE, VINE AND GROUND COVER PLAN VINES RECEIVE YPERZCUM CALYCINIIM AT ABOVE -I - E _ -- -' W SYM. KEY BOTANICAL NAME COMMON NA+:L' SIZS COMMENTS OTY. SPACING SPACING. Lam— f j ( _ = ,; . (THIS SHEET) 1 _ _ i � v , � J I = 3 ! ¢ APPROIL APPROV D PG PODOCARPUS GRACZLZOR FERN PINE 15 GAL 4X4 TRELLIS 2 15' O.C. ` PT PARTHENOCZSSUS BOSTON IVY* S GAL REMOVE FROM STAKE 114 15' O.0 \V• _= -e APP VED T I DAT COMMIT I Y ERV ES NAGER DATE CITY ENGINEER TRICUSPIDATA ATTACH TO WALL _ _ , JI I DATE U FFICIAL a SHEET OF 3_I ��-------- --.-----� APPROVED,- DRAWING NO.�c�-'OFA DATE CIT Y PLANNER �f3) SHEET -2-5o OF z�3 SEE SHEETS 19 AND 21 FOR REMAINING T -f-E, vIIJF__ C-FvL-Wneovv� I PLANTING PLANS. SEE' SHEETS 22 THRU 24- FOR SHnF -11-1 SNS• I 6 PD - j 20' SEE SHEETS 12- THRU. 18 FOR IRRIGATION PLANS, NOTE: ANY TREE WHOSE CENTER IS PLANTED SEE SHEET 25 FOR MASTER PLANTING LEGEND. LESS THAN 5 FT. FROM CURB, OR HARDSCAPE - ' N : SHALL BE PLANTED WITH APPROVED ROOT S GRy we ND. 15-0-2 �I' I ::. 5T foto`• its' SEE SHEET 26. FOR PLANTING-DETAILS AND' BARRIER PER CITY STD. 605 B. ,! 30 PT NOTES. - G4 ALL SLOPES IN EXCESS OF 3:1 SHALL RECEIVE 5 JUTE NETTING : INSTALL PER MANUFACTURERS RECOMMENDATIONS. g 18 rBP -- -___,_��.� .. . . , _... � _ _-_ .w �. �w ....�.•. _ � ,,,,�f,� � � NOTE: j � + 15g w _p _... _ . chtiming turf r c f 11 need to anticipate the achievement ofestablhed, playable stand of turf,. acpable to the City, no later than February 1 1993. rPAa -- i - -- Ts'^�r F= ✓� Construction timing of all other play fields will need to anticipate I w F ' 19 � t �, the achievement of an established, playable stand of turf, acceptable to the 15 �' I -{- x k _ 3 � City, no later than September 1 , 1992. a y _ . . . . : . �-:�_`�Jam_ ' - - l �{.` GIS 33 _ _ _ f7 ' I 1 . L 1 ' n m . d. }} 1 • • i[ + i ;w A • j a �f' I y t J �•. ,. 40-t I*�-.i-*- i ' ❑ RM 2 ( ''``'a'- EM 64 ❑ I 159• I . ' • ' •. � • ' . . ' - . ,,II U 59 �T ° ------ - i WR Zo - q I - do 001 oo 777 rK B 4 x X X C _ ❑ - . . • . _lol- cr o (3 I ' G7 (T-re 0 _ w 13 ❑ ; , O Cr C 89 +. El ° ❑ ' .' • rte, x x 4�, Z-1 F 0 7 oho .. ° G3 �• �� I L12� . - % SIN Ru (44 75 LS •'• ,�' � � ♦ 159 00�. - - - - - E SEE SHEET 21 MATCH LINE SEE SHEET 21 _� � ` PLANT KEY � � PART--A SCALE: 1 " 40 100 QUANTITIES OF PLANTS PC R E V I S 1 O N S FOR CITY USE ONLY It f DATE DESCRIPTION APPROVED IWTIAL DATE SIZE OF PLANTS ALL STADIUM PLAZA TREEVIIELL PLANTERS TO HAVE STREET DRAIN PLANT LEGEND _. ROCK COBBLE TREATMENT REFER TO CONSTRUCTION WATER/SEWER E • I~ .._ __._ ROUNDdOVER I • .--�- DETAILS A,B,C,D, SHEET 7. '` TREES SYM. KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS -TY SPACING_ TRAFFIC (THIS SHEET) FINAL CHECK SY'f KEY BOTANICAL NAME COMMON NAME SIZE OlLRfENTS CITY, SPACING G1 HYBRID BERMUDA STOLONS 'TIFGREEN' 0 S.F. Riw (THIS SHEET) -' 62 PERENNIAL RYEGRASS 'CALIENTE' HYDROSEED AT 101/ 171,027 S.F. AS CONST. BP BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL 25' O.C. 1000 S.F. +- is SEE SPECIFICATIONS KEY MAP NO SCALE • EM EUCALYPTUS HICROTHECA COOLIBAH 5 GAL 64 25' O.C. G3 VERBENA PERUVZANA 'ST. PAUL PINK' 1 GAL AT ROSE PINK FLOWERS 9,578 S.F. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE KB ROELREIITEAIA IIIPINxATA ^.HINESE FLARE TREE 2'I" HOX ORANGE-RED FLOWERS 40' O.C. 18" O.C. x N'1 J INITIAL DATE 14 �(F,Q �1.'fi4!1 �..'��/ DESIGN (`�[j`OUP, INC. DRAWN SWEET GUM IrJ FML PALL COLOR rf� 251 O.C. �► S',/ :I 1 r I PLANNING A\DLA"1�SCAPE ARCHITECTURE CHECKED LS LIQIIIDAHBAR STYR.ICIFLUA T G4 GAZANIA 'MITSUWA WHITE' FLATS AT IMITE FLOWERS 25,488 S.F. K �� 'FESTIVAL' 12" O.C. � �� 'j '' � I =%>b US RANBLAS.$lTTf 80,MLSCIOS VIFJO.CA.12N1 , .• r WHITE FLOWERS 20' O.C. NA DATES-18-91 HG MAGNOLIA GRA.YDIcLORA ST. NARY S MAGNOLIA 15 GAL 0 G5 PELARGONIUM PELTATUM IVY GERANIUM 4" POTS AT TWO-TONED PINK 2,820 S.F. OL } 'i `�--_ �� I LICENSE ►MBER FILE 'ST. MARY'S' 12" O.C. FLOWERS p PA PLATAxUS ACEAIFOLIA LONDON PLANE TREE IS SAL. ' 13' O.C. (♦ - ' ¢ i CITY O F RANCHO C U CA M O N G A G6 FIBER MULCH 4" DEPTH 'COARSE GRIND' 37,905 S.F. * `�J �; i z PC PINUS CA2IARIE:ISZS CANARY ISL.'\.*ID PINE 15 GAL­ 15' O.C. FIBER MULCH ((( COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION MFG. BY: BLUE ff 41e �, ; } I Z '� Q1M t I j PROJECT NAME PK PRU277S CER.ISIFERA PURPLE LEAF PLUM 15 GAL 0 15' O.C. RIBBON NURSERIES, ;.. t f Qf CAL�F� I Q ORANGE, CA T., I RANCHO CUCAMONGA SPORTS COMPLEX 'KRAUTER VESIIVIUS 714/633-3666 ` , �1- f: CC G7 HYPERICUM CALYCINUM ST. JOHNSWORT FLATS AT PD PHOENIX DACTYLIFERA DATE PALM 20' HT BROWN TRUNK 6 15' O.C. 8" O.C. SHEET TITLE INDIA HAWTHORN 15 GAL. MATCHED STANDARD 1 15' O.C. *ALL 41x 4' PARKING AREA PLANTERS TO ` n _ ,- w TREE `VINE AND GROUND COVER PLAN _ o - RM RAPHIOL •PIS INDICA RECEIVE HYPERICUM CALYCINUM AT ABOVE t I I (=j 'MAJESTIC BEAUTY' SPACING. ) I I ' = _ _ I O WR WASHINGTONIA ROIIUSTA MEXICAN FAN PAT—If 25' HT BROWN TRU'.7•{ �.O 12' O.C. VINES —� c J = IOC AP VE APPROVE f: fl 4 O•G. SY E BOTANICAL NAME COMMON NAME SIZE COMMENTS _ OTY. SPACING ^ ' I +� CP/wt/� (..I� (^IA•�lIINe!�?f1hll/'� k�4.17'tA r'IExI[�I Fi4I r,�+rl 20 HT �A �ITRY I�z�t.IN T�UI4K 9 '� M KEY B I (THIS SHEET) ;I'. ' ' &4L•Y) DAT!M-IfCOMM TY qRtXS YfNAGER DATE CITY ENGINEER .-- — — — Ste^ •� PG PODOCARPUS GACILZOR FERN PINE 15 GAL 4X4 TRELLIS 0 15' O.C. \ t,= = Jj I APPROVED R - _ ,,.•.... - - I SHEETL-20 OF J �:, M}G OFFICIAL I __-- PT PARTHENOCZSSUS BOSTON IVY' S GAL REMOVE FROM STAKE 30 1S' O.C. -- - `-- APPROVED TRICUSPIDATA ATTACH TOWALL --- —'�-- - `_—} DRAWING NO. /OFIP-- DATE CITY PLANNER rAA 3 SHEET �- � - F 2 NOTE: ANY TREE WHOSE CENTER IS PLANTED SEE SHEETS 19 AND 20 FOR REMAINING LESS THAN 5 FT. FROM CURB, OR HARDSCAPE AHV 690Ujn vrE pl4l'il Na Pl-+SNS• SHALL BE PLANTED WITH APPROVED ROOT � 4� BARRIER PER CITY STD. 605 B. SEE" SHEETS 22 THRU 2'4- FOR Rl ALL SLOPES IN EXCESS OF 3:1 SHALL RECEIVE SEE SHEETS 12' THRU 18 FOR IRRIGATION PLANS JUTE: INSTALL PER MANUFACTURERS RECOMMENDATIONS. ,� r � i ♦ T NOTE: SEE SHEET 25 FOR MASTER PLANTING LEGEND � �' � ./• � '� .� Construction timing of stadium turf fields will need to anticipateK,,,. the achievement of an established, playable stand of turf, acceptable to SEE SHEET 26.FOR PLANTING DETAILS AND*. Ji `T I, •: : • . . ,♦ the City, no later than February 1 , 1993. NOTES. -" T �' ♦ ' . i-.y. .� _..__ .�_� .__.� _� __,_.,� ___ . . _.�_._... , _...-- T r � . . Construction timing of all other play fields will need to anticipate r. the achievement of an established, playable stand of turf, acceptable to 'the ... -.a ._•� City, no later than September 1 , 1992 l � J x _ `t w • HI JET 20 MA CFS LINE SEE SHEET 20 , _ -�- - - - - -- - - — — - .e MSoso wM M M M M Mo 00 10 rwR 7 • .. • : . .� PLANT LEGEND • _ �: TREES • , , �' GYM• KEY BOTINTCAL NAME• COMItON NXME SIZE CO?f'SF*•* OTY SPACING - • (THIS SHEET) • BP DR.ICHYCHITOH POPULNEUS BOTTLE TREE 15 GAL 2♦ 25' O.C. + • • EM EUCALYPTUS MICROTHECA COOLIBAH 5 GAL /Q'3 25' O.C. • • -• ' •, T • ICD KOELREU � _ ' TERIA DIPINNATA HINESE FLAME TREE 24' BOX ORANGE RED FLOWERS 25 40' O.C. .t • _ LS LIQUIDAMDAR STYRACIFLUA SWEET GUM 15 GAL. FALL COLOR �05 25' O,C. ' rK 25 • 'FESTIVAL' • �•'•:=• ;,ti Z4 0 MG MAGNOLIA GRA:roIFLORA ST. MARY'S MAGNOLIA 15 GAL WHITE FLOWERS 20 20' O.C. • ` 'ST. MARY'S' .. .• 0 PA PLATANUS ACERIFOLIA LONDON PLANE TREE 15 GAL. 0 13' O.C. • MG 20 b PC PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. 52 15' O.C. • + •, 15g PK PRUNVS CERASIFERA PURPLE LEAF PLUM 15 GAL 'KRAUTER VESUVIUS' 10 15' O.C. • - \ • �' �•' PD PHOENIX DACTYLIFERA DATE PALM 20' HT DROWN TRUNK S 15' O.C. 000 • •,�o.' • RM RAPHIOLEPIS INDICA INDIA HAWTHORN 15 GAL. HATCHED STANDARD 8 15' O.C. ' •e 'MAJESTIC BEAUTY' WR WASHINGTONIA ROBUSTA MEXICAN FAN PALM 25' HT BROWN, TRU2vti � 12' O.C. REW RELOCATED EXISTING WASNINGTONIA ROBUSTA MEXICAN FAN 2O HT. BROWN TRUNK !O PALM 4 • ' ❑ ❑ ❑ • �_ • , . p ❑ ❑ ❑ ❑ GROUNDCOVER • GYM. KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS OTY SPACING ❑ ❑ G1 HYBRID BERMUDA , (THIS SHEET) r• ❑ x STOLONS 'TZFGREEN 0 S.F. ' ❑ *, G2 PERENNIAL RYEGRASS 'CALIENTE' HYDROSEED AT 10 ❑ / 282," S.F. 1000 S.F. 'I SEE SPECIFICATIONS ''• ❑ G3 VERBENA PERUVZANA 'ST. PAUL PINK' 1 GAL AT ROSE PINK FLOWERS 0 B.F. 103 EM • 18" O.C. Sg ❑ :�: G4 GAZANZA 'MITSUWA WHITE' FLATS AT WHITE FLOWERS 19,866 S.F. ' ❑ 12" O.C. G5 PELARGONIUM PELTATUM IVY GERANIUM 4" POTS AT TWO-TONED PINR 1,042 S.F. + i ❑ 12" O.C. FLOWERS • , '' ❑ 06 FIBER MULCH 4" DEPTH 'COARSE ' G2 ❑ GRIND 39,911 B.F. _ . . ❑ ❑ FIBER MULCH 1 - MFG. BY: BLUE Q n ❑ RIBBON NURSERIES, O ORANGE, CA �: �' •. O Q ❑ 714/633-3666 G� G7 HYPERICUM CALYCINUM ST. JOHNSWORT FLATS AT ❑ 624 S.F. 8" O.C. Q *ALL 41x 4' PARKING AREA PLANTERS TO RECEIVE HYPERICUM CALYCINUM AT ABOVE • 4 Q SPACING. ❑ VINES '\ ❑ ❑ 5}'N. Kt:Y BOTANICAL NAME COMMON NAM"; S'r%E COMMF,T7TS OTY SPACING . (THIS SHEET) � PG PODOCARPUS CRACILZOR FERN PINE 15 GAL 4x4 TRELLIS p 15' O.C. PC• 52 0 _ __ _ _ _ I5 - PT PARTHENOCISSUS BOSTON IVY' S GAL REMOVE FROM STAKE 96 15. O.C. 'T U TRICUSPIDA ) A'lACH TO WALL 0 SCA • . � r-- - • • • . ' , - � , • - a � � 11_ I PART—A • SCALE: 40 •..�• ' - Sip atufe II ❑ * R E V I S I O N S FOR CITY USE ONLY I I 24• 9 DATE DESCRIPTION APP INITIAL DATE sl Da,e �P ROVED 43 WR 15g 5g PLAN f CAI��OQ`� STREET 2rj l{T• I WATER/SEWER G7 • • )' _ ( PC 100` QUANTITIES OF PLANTS GRD i DRAIN TRAFFIC �F- AGILITY I 8 RM - 24n SIZE OF PLANT S FINAL CHECK IAS CONST. , CEY MAP NO SCALE THESE PLAN WERE P i I �. +- ' - .�.. S S E E PRE AWED BY: FOR PRIVATE USE �i i 'r' - ,, D 7M "TIAL DATE +•t •�: T� % �= ```. � +)3 iD`EISIGN GROUP, INC. DRAWN - + c •�• f oI PLANNING AND LANDSCAPE ARCRrTT,C MRE 7-7-177 r � herd CHECKED ' I .- .I F1 T7 :�1 27:A5 Lti5 RAMB+AS,SVITE 2SC,MLCQ04' • I I I I I T T - l 'j/ `� I c NAME DATE 9-18-91 LICENSE NUMBER FILE • - - - --� CITY OF RANCHO CUCAMONGA • , . •a. F z COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION • a - - . w I I � '1€ ° �'\ II�1 !aS/a �'*� � I Q PROJECT NAME rPD 10S LS 10 PK ;:= I c RANCHO CUCAMONGA SPORTS COMPLEX G I� G5 GZ ,,_ �l w SHEET TITLE 20 Kr 15g. 15gt , ; = TREE, VINE AND GROUND COVER PLAN 10 ARROW — ROUTE a - ' ° ,< t I ,r APPRO ED APPRO ED � I � DAT COMMU Y S I S ANAGER DATE 9 . CITY ENGINEER '3 a 2 • I DATE U)1. NG OFFICIAL SHEET 1-21 OF J` i - I q 3 , APPR©VtD ! — DRAWMG NO. JOF"� R W ROUTE DATE CIT Y PLANNER 131 SHEET 2-5;—' OF Z•--3 xc 107 API°1► Mp 378 MP m m P 155;?, Ar W- xC 11 . - - - - - " - - / <+(r +^<y " 1, L nL,< ^>•1(r)],!a n, - V f v ]', V' (r,`R ^ - �G f5 y )(L 7.7 xV y 1 w ZZ Xc 00 - +mow R , • ��� - `, �; ;��;�;,i�"'r`wi;;;�'a`��' „--- --------- - _ - _---_- - - �I _ - RT, >'♦ ''> ] <^, a`J;wI A^y^,n[> -' SRR + X/ Z` J Y<V) t )A V Luj c`' I �f a"• I < t4 180 y ^ J> r rXCA 61 I f > < +( < 3 f - c . . x20 L I'W Go aA� L n, Y a , n L - A,w , 5 bo i 2 > f < a< A v r> ,< Y / Hr 23 XL 17 XG¢3 f< ) w< swY >J 110 uj f < a Y ++ W _ ,tip . rr .+ [''< _ _-_-_-- a;'• tj w - F Y , ice: < � � ,� •:>`.•: ,�� - � M T LINE SEE SHEET 23 < ✓K 1 MP I It � h, - 0 t' Y [" a Jill VOW O < f. NO FIBER MULCH OR HANDPLANTED GROUNDCOVER w "<. MATERIAL SHOULD BE USED IN CONJUNCTION WITH f 'PACIFICUM' SHRUB . PLANTINGS UNLESS SHOWN OTHERWISE. x ^ -• SEE SHEETS 23 AND 24 ' - E FOR REMAINING SHRUB PLANTING PLANS. _._ _ •. SEE- SHEETS 19 THRU 21 FOR TREE, VINE AND ' GROUNDCOVER PLANTING; PLANS. q � 1 � � mm � mI ,�• � ' SEE SHEETS 12• YHRU 18 FOR IRRIGATION PLANS; ,MATCH LINE SEE SHEET 2„ SEE SHEET 25 FOR MASTER PLANTING LEGEND. ® SEE SHEET 26. FOR PLANTING-DETAILS AND' NOTES. i . QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES BLE FOR TAKE-OFFS CONTRACTOR IS RESPONSI O HIS OWN TAKE OF S T-1 I ` — AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE a /� �' PLANS IN THE CONFIGURATIONS SHOW PA SART—A PLANT LEGEND `pNDSCgpF SCALE: 1 "-40' QN, ` MUE r;*., '4,9 ILS P �0 j �y R E V I S 1 O N S FOR CITY USE ONLY SHRUBS � �� DATE DESCRIPTION APPROVED INITIAL DATE Q STREET SYM, KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS OTY SPACING S'a^a'"!� WATER/SEWE (THIS SHEET) ' GRD 81 DRAIN AP ACACIA 'PECOFF VERDE/ ACACIA 1 GAL BRIGHT GREEN 315 69. O.C. FOLIAGE 1N TRAFFIC P V�J FINAL CHECK DB DIETES VF_btc-rA FORTNIGHT LILY 1 GAL WHITE FLOWER — 3' O.C. ! INA MP MYOPORIIM 'PACIFICUM' MYOPORUM 1 GAL 1143 6' O.C. AS CONST. KEY MAP NO SCALE ND NANDINA DOMESTICA DWARF SACRED 1 GAL FALL COLOR 8 2' O.C. ....... _ THESE PLANS WERE PREPARED D BY: FOR PRIVATE 'NAVA PURYUREA' BAMBOO NH NANDINA DOMESTICA DWARF NANDINA 1 GAL 180 2' O.C. PLANT KEY Jk JAI "TIAL DATE 'HARBOUR DWARF' QUANTITIES OF PLANTS �� : `�` . - ,� DESIGN' GROUP, INC. DRAWN y ,, PI ANNING A%D LANDSCAPE ARCHITECTURE CHECKED r .,3 , ui _,_ ypj: <c U�cs(1BI)<Sl1TE 2W.1'fISgO��IFJ�.CA.9�a1 �+ 1 3 NHB NANDINA DOMESTZ. 1 3 0. ` �.��. i A HEAVENLY BAMBOO GAL � C. k+ '� f f ,�, r s � ,� ��_ NAME DATES-18-91 - - - - ' 1� T / I� I LICENSE NUMBER FILE - PT PHORMIUM TENAX NEW ZEALANFLAB 1 GAL PURPLE FOLIAGE 16 7 O.C. D 'ATROPURPUREUM' [ ' CITY OF RANCHO C CA PJS PHO ZU 1 2s t ---T ! U M O N G A RM M TENAX DWARF NEW ZEALAND GAL Z 3 O.C. _ I , w { T Z 'JACK SPRAT' FLAX _, Z COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION sS I �-1 i� I� \ PW ITT03 OR 1 6 _ PROJECT NAME P P UM WHEELERI DWARF PITTOSPORUM GAL 0 4 O.C. � r �;�_ �. ' RP RAPHIOLEPIS 'PINKIE' INDIA HAWTHORN 1 GAL PINK FLOWER 52r 4' O.C. , ;: ;�^ �,. - „-; ; RANCHO CUCAMONGA SPORTS COMPLEX t�ic�"i : t�1��P�GINI� �-{ /� fico .. - r—r SHEET TITLE �y ���� TJ TRACHELOSPERMUM STAR JASMINE LINERS WHITE FLOWER 854 18” O.C. C� YivFc2, I I -_ r` .E _ -- ; w JASMINOIDES SHRUB PLANTING PLAN - j BC BYLOSMA COMPACTA BYLOSMA 11 "GAL //0 4' O.C. 10 ' I f [L APP VE APPROVE I ERV EDAT COMM ITY ANAGER DATE CITY ENGINEER — — — — I APPROVE D SHEET 22 OF 1 I . .�- •- '_ � �. > � DATE { U G OFFICIAL J•3%--�f,� --- -- --.--~—� ADAPPROVE - ' -, CITY PLANNER DRAWING NO. SHEET x-53 OF �� 3 ------------- 2 ZZ uj PJ5 681 TJ IJ40 vw mr 90 t7 -No 7. XCI NP 311 cc mr 61 M ' 11p 23 107 xc oo mmmm m LINE SEE SHE71�2'4LI . . . . .... . . 77:7 SCALE: 1 11-401 PART�A DATE DESCRIPTION APPROVED "TIAL DATE STREETWATERIS GRD L DRAIN PLANT LEGEND L IRA I FINAL CHECK SHRUBS AS CORSI. PLANT KEY KEY MAP NO SCALE SYM. KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS OTY, SPACING THESE PLANS WERE PREPARED BY: FOR PRIVATE USE (THIS SHEET) AP ACACIA 'PECOFF VERDE' ACACIA 1 GAL BRIGHT GREEN 61 O.C. — QUANTITIES OF PLANTS F" ... .... HTIAL DATE FOLIAGE -klk RJ N1 LL fill DESIGN GROUP, INC. DRAWN PLANNIIGA--'I)LANI)SCAPEAitcHrrECTURE CHECKED 77. DB DIETES V=G%S'r.,k FORTNIGHT LILY ' GAL WHITE FLOWER 0 31 O.C. L SEE SHEETS 22 AND 24 FOR REMANING : iW NAME DATE 9-18-91 LICENSE NUMBER FILE WD NANDINA DOMESTICA DWARF SACRED :1 GAL FALL COLOR 1,570 21 O.C. 'NANA PURPUREA' BAMBOO CITY OF RANCHO CUCAMONGA 4. LLI % PARKS DIVISION COMMUNITY SERVICES DEPARTMENT. 'HARBOUR DWARF' w PRCLAC1 NAME SEE SHEETS 12 THRU 18 FOR IRRIGATION PLANS. >< NHB NANDINA DOMESTICA HEAVENLY BAMBOO GAL 3'-O.C. p RANCHO CUCAMONGA SPORTS COMPLEX PT PHORMIUM TENAX NEW ZEALAND FLAX GAL PURPLE FOLIAGB 65 7' O.C. SEE SHEET 25 FOR MASTER PLANTING LEGEND. w SHEET TITLE 'ATROPURPUREUMI SHRUB PLANTING PLAN Pis PHORMIUM TENAX DWARF NEW ZEALAND GAL 419 3' O.C. nv��,R Gwwrrm��- SEE SHEET 26 FOR PLANTING t)ETAILS AND Q 'JACK SPRAT' FLAX PW PITTOSPORUM 'WHEELERII DWARF PITTOSPORUM GAL 28 4' O.C. D GROUNDCOVER QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. ATE fy J�EOMMU!7MERVIZS AGER DATE CITY ENGINEER RP RAPHIOLEPIS 'PINKIE' INDIA HAWTHORN GAL PINK FLOVT`R 12-16 4' O.C. NO FIBER MULCH OR HANDPLANTE CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS ED MATERIAL SHOULD BE USED IN CONJUNCTION WITH APPROV Ti TRACHELOSPERMUM STAR JASMINE LINERS WHITE FLOWER Is" 0.C. AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE SHEETL23 OF MYOPORUM 'PACIFICUM' SHRUB , PLANTINGS UNLESS DATE 6 OFFICIAL JASMINOIDES PLANS IN THE CONFIGURATIONS SHOWN. ------ SHOWN OTHERWISE. APPROVtDo Xc XYLOSMA COMPACTA XYLOSMA GAL 556 40 O.C. SHEET OF J"V3 J - - i a.. w • ;� , .� � ter' T I�� SHOE ' MATCH ''INE SEE SHEET 23 _ r _ , ; • _ ____ v ow - .,4� .3 r � .. w - - *Ill���w�� ���������_A1���������tr•tr•qtr•tr•t��t���l����lt���tr•t�t� _ �rtl•�������� �w����� I: ! -1 I�"' 1 c, _, ,1 - t `,ly �'S.{:., {;° ;j 1r. t :\ ( { i 4 t �:C_ ..- ', 'r. ,r: 4'" r.,r •f. F1 ate, n.,r ! (' -`.•�., � - /,' <f t : '!.7 .G - '\�.. ' ..�! r', i.• .1 'r•J ( ' \' :: rT� C' �_i`♦ ",.C'. Rffl'�ar' �f••1�.�•r r` j'r(^ ^r'� a �• `�"`��` :�, � f �--�` sa �n� '. �: - _ a p 93 f-P 377 I r>�. _ rte`• ( �:- nic• ''� < ry[c P .••1r^ C2�C K L VN C .. i. N _ X .. .. _ R' 1 fzr 1 / 1 3�r7 r J PLANT LEGEND _'< ••r<:: Ali l SHRUBS SYN. KEY BOTANICAL NAME COMMON NAME IZE COMMENTS OTY. SPACING (THIS SHEET) BRIGHT GREEN 130 6 O.C. ��I� AP ACACIA 'PECOFF VERDE' ACACIA 1 GAL 1 '- FOLIAGE T-i 151 Tou 81 •i DB DIETES VElaET^ FORTNIGHT LILY 1' GAL WHITE FLOWER 2� 31 O.C. MP MYOPORUM 'PACIFICUM' MYOPORUM X GAL 46fo 6' O.C. yf ND NANDINA DOMESTICA DWARF SACRED 1 GAL FALL COLOR 857 2' O.C. 'NANA PURPUREA' BAMBOO 1 • NH NANDINA DOMESTICA DWARF NANDINA 1 GAL 118 2' O.C.1 'HARBOUR DWARF' Ij" ✓ - - - NHB NANDINA DOMESTICA HEAVENLY BAMBOO 1 GAL _ 214 3' O.C. �r J - - PT PHORMZUM TENAX NEW ZEALAND FLAX Z GAL PURPLE FOLIAGE 36 7' O.C. V C �j l -----_ ----_- 'ATROPURPUREUM' " /� I� �I PJS PHORMIUM TENAX DWARF NEW ZEALAND 1 GAL 43 3' O.C. 'JACK SPRAT' FLAX TJ 3q„7 PW PITTOSPORUM 'WHEELERI' DWARF PITTOSPORUM 1 GAL 4S 41 O.C. 1�IP lob NPIo� RP RAPHZOLEPIS 'PINKIE' INDIA HAWTHORN 1 GAL / {� PINK FLOWER 4 O.C. 2455 TJ TRACHELOSPERMUM STAR JASMINE LINERS WHITE FLOWER 1961 18" O.C. <V JASMINOIDES XC XYLOSMA COMPACTA XYL09MA 1 GAL 1 r 4 O.C. L__7, ,\ Tj 81 ��• 1 ' XC25 - NPI Nola ` NO FIBER MULCH OR HANDPLANTED GROUNDCOVER ;' :t'. ( `•' MATERIAL SHOULD BE USED IN CONJUNCTION WITH X433 ' � � ` "' 'IvIYOPORUM 'PACIFICUM' SHRUB , PLANTINGS UNLESS % ;:` (o , �:` ; ° ; SHOWN OTHERWISE. 1o7 NHI '� •; SEE SHEETS 22 AND 23 FOR REMAINING ,' < SEE SHEETS 19 FOR r-I TS THRU 21 < �_},. r'•.F: ,' � � 1O'f" � ^ >. y`<'� , . ANti �oU1JpC0'�tC2. t�Ng. SEE SHEETS 12 THRU 18 FOR IRRIGATION PLANS: �a r r RP r < SEE SHEET 25 FOR MASTER PLANTING LIEGEND. C Xcl I XC It �c, I� x I� °p ;; v ISEE SHEET 26 FOR PLANTING • )ETAIL'S AND - - - - - - - I NOTES. C �� QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. %. x I h �. CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS ? _ I AND INSTALLING ALL PLANT MATERIAL INDICATED ON THE "PLANS IN THE CONFIGURATIONS S W 86 * SCALE: 1 "-40' — RT A ::; I I �►�� Ott/ R E V I S I O N S FOR CITY USE ONLY 0 OF Vo DATE DESCRIPTION APPROVED INITIAL DATE r 1 STREET ��. GIRD -PLANT KEY WATER/SEWER I'�O QUANTITIES OF PLANTS TRAFF�ICRAlN 4,4ZE P4C4LITY FINAL CHECK V` •' !t R/W AS CONST. 4 I + • NO SCALE T2� EY MA THESE PLANS WERE PREPARED BY: FOR PRIVATE USE µ �;� _— c—� "TIAL DATE I..I�D l y 4, " ��1 R,]�Z DESIGN GROUP, INC. DRAW PLANTING AND LANDSCAPE ARCHTTEC7VRE CHECKED ^'\• r -.'r.r. ' J� _ .�°'�''� � /+/ !i)� - 1j� l 21dL•15 RlMBlAS,SURE 150.MLC510�\iL10,CA.12641 I � I ' I 1 •�L-��� ^ NCENSE NUMBER FLE 9-18-91 I' I---�( �� `�-----' _ � CITY OF RANCHO CUCAMONGA w �_�. _-_ \\ TJ a , 4 ( � COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION zL 1 I ! w PROJECT NAME =I Q RANCHO CUCAMONGA SPORTS COMPLEX 'Q I w FLEE: TITLE w SHRUB PLANTING PLAN - ARROW - ROUTE ° AP ED APPROV D DAT COMw I SERV ES ANAGER DATE CITY ENGINEER j t z j \• I . / t APPROVED. Nc�f S�}{Z(!� 51'l�dl�l�S �I'A�/E s# ' - DATE U N OFFICIAL SHEET L24 OF — ov -- APPROVED- d' DRAWING NO OF"��' ARROW RQUTE DATE CIT Y PLANNER jq-3i SHEET OF -5z---3 1 1 �"�p c• . f"1 TREE T TO AL MME_ N_ SPACING coS TY.SYM. KEY BOTANICAL NAME ^COMMON NAME SIZE _ ::•;,trwlw, T_;_ AL 9 5 2 5 O.C.15 G _ BP BRACHYCHITON OPULNEIIS OTTLE TRE _ P B EM EUCALYPTUS MICROTHECA COOLIBAH 5 GAL ?.Zb 25' O.C. KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE Z, BOX ORANGE-RED FLOWERS 77 40 O.C. ,,�+► rt'�'v�j . - Cpl.. FALL COLOR O.C. ' LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 BIZ 25 'FESTIVAL' - II ` " So K. Irl NY � . D MG MAGNOLIA GRANDIFLORA ST. MARY'S MAGNOLIA 15 GAL WHITE FLOWERS 29 20' O.C. ( I 2 r � / � I ��- � � MIN, 'ST. MARY'S' �� -.TO �-��. �� PA PLATANUS ACERIFOLIA LONDON PLANE TREE IS l, 25' O.C. /'+� TO 4_Togm 1:>fAI NE 15' O.C. CJ s 57�I I . p PC PINUS CANARIENSIS CANARY ISLAND PI 15l.�.1, 331 Y - PR PRUNUS CERASIFERA PURPLE LEAF PLUM 15 GAL Zoo 15' O.C. OF 120 � �> 'KRAUTER VESUVIUS' IAI A PD PHOENIX DACTYLIFERA DATE PALM 20' HT BROWN TRUNK 17 15' O.C. J1A/1/` . r f -�-u RM RAPHIOLEPIS INDICA INDIA HAWTHORN 1:56l, { MATCHED STANDARD 26 15' O.C. ..... I MAJESTIC BEAUTY Z I WR WASHINGTONIA ROBUSTA MEXICAN FAN PALM 251HT BROWN TRUNK lilt 5 O.C. rE• ImoW - A-HIP 47-W ' 20' HT. (AT EPttRY o►JLY) �� 30 O.C. � +p REW RELOCATED EXISTING WASHINGTONIA MEXICAN FAN PALM 201 t 4 8i1 M r T US B A R O l� N ......::... ...: •d.�lt' 1 bU SHRUBS - -4 . r K TOTA KEY BOTANICAL -NAME COMMON NAME SIZE COMMENTS OTYL SPACING _ " AP ACACIA 'PECOFF VERDE' ACACIA 1 GAL BRIGHT GREEN 445 6 ' O.C. �`� MAu �^Y Com. r`,�•� I mss-„► FOLIAGE "�IYL� tyC'_' ;,.. A r b+ I DB DIETES VE6BTA FORTNIGHT LILY 1 GAL WHITE FLOWER 226 3 ' O.C. tls,' �`II ` e� �v � �b�M ��4/��N I ' I ' CoeeGt; - >. •, !✓ ttJl1 f�"i" G�- f�'I Ix,t�.1 s DI`s �SCR� /i'� G�t-bt�'�t��-�b V rrt L W N MP MYOPORUM 'PACIFICUM' MYOPORUM 1 GAL 1,529 6 ' O.C. tCi 3 �Y�Tb'Y�li✓'I �T UP`s V'+I'I ['f I " '""' - � � 5d}•qv IVIG Mzr-,P�b w,Vi.cN S��x-K ND NANDINA DOMESTICA DWARF SACRED 1 GAL FALL COLOR 3,251 2 ' O.C. N E ; SEE ��L G � 'NAVA PURPUREA' BAMBOO 1111 I I����rOD'u' �JN� �LY� -'�/,.(��G"�'"e O c�� tom,_ :Hj ? NH NANDINA DOMESTICA DWARF NANDINA 1 GAL 426 21 O.C. 4 AE 8�,P VP _PM��b N*WN W f `''�F'ET F�{� I i�H "`� . 'HARBOUR DWARF' NHB NANDINA DOMESTICA HEAVENLY BAMBOO 1 GAL 214 3 ' O.C. SCALE R PT PHORMI UM TEhAX NEW ZEALAND FLAX . GAL PURPLE FOLIAGE 117 7 O.C. SCALE SPORT FIELD DRAINAGE SYSTEM (AT STADIUM) 1 "=: j,_o" B --- ----- 'ATROPURPUREUM' SOCCER FIELD DRAINAGE � .. o, E L..........I PJS PHORMIUM TENAX DWARF NEW ZEALAND 1 GAL 713 3 ' O.C. I t IPS I L- ill �-I 'JACK SPRAT' FLAX -rte--��- It PW PITTOSPORUM 'WHEELERI' DWARF PITTOSPORUM 1 GAL 133 3 ' O.C. ( RP RAPHIOLEPIS 'PINKIE' INDIA HAWTHORN Z GAL PINK FLOWER 4269 3 ' O.C. - TJ TRACH"ILOSPERMUM STAR JASMINE LINERS WHITE FLOWER 3.401 1s" O.C. ' JASMINOIDES 1 I Ipl XC XYLOSMA COMPACTA XYLOSMA 1 GAL 1834 4 ' O.C. NOTE: PBHORMIU FOOTHILL BLVD. AZUSA. CAILs IBL THROUGH $H8M034 MONROVIA NURSERY CO. NOTE: ANY TREE WHOSE CENTER IS PLANTED tl9321 ACACIA 'PECOFF VERDE' AVAILABLE THROUGH: PECOFF BROTHERS NURSERY AND SEED LESS THAN 5 FT. FROM CURB, OR HARDSCAPE o 20220 ELFIN FOREST ROAD ESCONDIDO. CA. 92025 (619) 744-3120 SHALL BE PLANTED WITH APPROVED ROOT oma, GROUNDCOVERS • BARRIER PER CITY STD. 605 B. TOTAL SYM. KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS OTY I G1 HYBRID BERMUDA IVraONr:,) 'TIFGREEN' 98, 597 S.F. A STUI-otu+IS' �/ � �'�,,{ �p AT� � �`_'-,F'>L;,zr✓.t��1�^.J 1�/ r�tr� >S 0 1 4470 1 Ty l p 1 r`�I `I _}'� PQ PIT- G�" ,PIM �t40 I-I�l` �� ��'�'(`�5 G2 PERENNIAL RYEGRASS 'CALIENTE' HYDROSEED AT 10#/ 534,141 S.F• ALL SLOPES IN EXCESS OF 3:1 SHALL RECEIVE W/1b2p-D � o �I� itt 1000 S.F. JUTE NETTING; INSTALL PER MANUFACTURERS RECOMMENDATIONS. c. 611 I Im XI+I1 �-�p�-A�/� I I/3a� ��rj,�-j�b W�} �LON �CK� SEE SPECIFICATIONS V. NATIVt-50IL_ C0� 6� 4 G3 VERBENA PERUVIANA 'ST. PAUL PINK' 1 GAL AT ROSE PINK FLOWERS 9,578 S.F. . -T•I 1s" O.C. SCALE G4 GAZANIA 'MITSUWA WHITE' FLATS AT WHITE FLOWERS 58.027 S.F. PART A SPORT FIELD DRAINAGE SYSTEM (AT 51ADIUM) 1, = 1 .0 • � • • • � • 12" O.C. GS PELARGONIUM PELTATUM IVY GERANIUM 4" POTS AT TWO-TONED PINK 5.684 S.F. R E V I S 1 O N S FOR CIT Y USE ONLY oG 12" O.C. FLOWERS O L DATE DESCRIPTION APPROVED INITIAL DATE Ham: TURA �Q� y STREET may, SANS Tvl ✓rz'��I / E� �r�MGWING � WATER/SEWE leiZTE�I`,- 9<��P� G6 FIBER MULCH 4" DEPTH 'COARSE GRIND' 144.134 S.F. Q TRAFFIC RAIN �� I( G-�I �f fr' IMML4- f4T-T M�tT- hl/ 01/70 �+ (DO NOT USE BARK PRODUCTS) SN atofe FINAL CHECK IFnJ6c MAST lam- 'iP ?� "S-TR gp�.lp• CONTRACTOR SHALL REMOVE 5" OF SOIL AND REPLACE WITH 4" OF MULCH FIBER MULCH * / RJW 1145TArt-1,# 10N moi, MFG. BY: BLUE �f�CjbR„���7 r'1� � CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE AND APPLICATION J+ Dau AS CONST. RIBBON NURSERIES, t TO THE CITY INSPECTOR. REFERENCE SPECIFICATIONS. PR^4.41 N6 M W > f�Tb ORANGE, CA OF Cµ G IN6 ToFz F17-lop- D 714/633-3666 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE t"Rw�' � RJM INITIAL DATE IN'V U I.-*VF_ _ OF �i��CCA RP,F I �' I G7 HYPERICUM CALYCINUM ST. JOHNSWORT FLATS AT 1.328 S.F. ' DESIGN GROUP, INC. DRAWN AT RAM- OF Ems•/1� �,F +----� 8" O.C. �,, PLANNF'G AND LANDSCAPE ARCHITFCTI'RE CHECKED - - = - - - *ALL 41x 4 ' PARKING AREA PLANTERS TO :':65 US RAkIRL AS.StIn2_q.MISSI ON NIEJO.CA.1iH t- NAME DATE , ' ' g �e ��� RECEIVE HYPERICUM CALYCINUM AT ABOVE _ 9-1 P, o .:. -(b al5�0/ /�M I I.hR 1 f7 Jorfh=.►a^b / ( SPACING. LICENSE NUMBER FILE _ ��� te- tM� A-e� _ CITY OF RANCHO CUCAMONGA �tl 0-120��1I11=F COMMUNITY SERVICES DEPARTMENT PARKS DIVISION ,�� I l��-t7 tom-• A�J��c' �3PHM-T VINES PROJECT NAME TOTAL RANCHO CUCAMONGA SPORTS COMPLEX MAtr ''' lShR �-1 ,/VJ b � �L i SYM. KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS QTY. SPACING SHEET TITLE Ada�a� AVA I.+�l.� M"'I TH��; PANTING LEGEND AND DRAINAGE DETAILS �ASTiN6 StJBr E 1� PG PODOCARPUS GRACILIOR FERN PINE 15 GAL 4x4 TRELLIS 2 15' O.C. M>k1�I-ham+ ��t1oNg JV� ����� fF+� APP7 APPROV D Hurtj'IN etc-MG,A �7�hb A PT PARTHENOCISSUS BOSTON IVY 5 GAL REMOVE FROM STAKE 240 15' O.C. ('1I4� CJ�b��✓1`f1� DAT COMM T ERV S ANAGER DATE TRICUSPIDATA ATTACH TO WALL CITY ENGINEER A vE SHEETL25 OF �3' 1 SCALE DATE / FFICIAL GRASSRINGS MAT FOR EMERGENCY ACCESS " D PLANT LEGENDS APPROVED � DRAWING DINE CITY PLANNER /`�� I SHEET 2-5-r- OF 2+3. GENERAL PLANTING NOTES NOTE: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BAIL WITH WATER PLANT TABLET SCHEDULE 3 , 6 , 6 , 3 FROM HOSE. DO NOT CRACK ROOT BALL. 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL PLANTING INFORMATION. 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATIONPURPOSES. GR -POWER PLANTING TABLETS FOR CONIAINEq-GROWy PLANTS 2. FOR TREE STAKING, SHRUB PLANTING, AND VINE TYING DETAILS, REFER TO o 3 L�7E f,Iz�K CF MAI ��� THE PLANTING DETAILS, SHEET 26. f GALLON CONTAINEn nECEIVES................................. 2-3 TABLETS �►o o 3. LANDSCAPE ARCHITECT/CITY SHALL APPROVE ALL PLANT ORIGINAL GRADE MATERIALS AND THEIR 3 GALLON CONTAINEn nECEIVES.................. ........... 3-6 TABLETS PLACEMENT PRIOR TO INSTALLATION. CONTACT LANDSCAPE ARCHITECT/CITY 4 AT LEAST 48 HOURS PRIOR TO REVIEW. ' 0 3 5 S GALLON CONTAINER nECEIVES................................. 6-9 TABLETS • 4. CONTRACTOR SHALL CHALK OUT INTENDED TREE LOCATION FOR ALL TREES 24 6 2 ,,,,,,,,,,,,,,,,,,,, $-10 TABLETS BOX AND LARGER, THEN CONTACT CITY FOR APPROVAL PRIOR TO DIGGING PLANT CONTAINER PLANT ROOT BALL 7 GALLON CONTAINEn nECEIVE9............. PIT. BACKFILL MIX 'PER 10 GALLON CONTAINEn nECE1VES...................................... 10=12 TABLETS SPECIFICATIONS � 5. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE ELEVATION I 15 GALLON- CONTAINER RECEIVES................................. 12-15 TABLETS 3" BERM TIGHTLY COMPACTED IN AND QUALITY. \Nn 7 PLACE TO FORM WATERING BASIN • ................................ 14-16 TABLETS 6. ALL SHRUBS SHALL EQUAL OR SURPASS "NINES" STANDARDS FOR SIZE AND 20" - 2�" 80X RECEIVES.. QUAL LEGEND 90" SOX RECEIVES............. 16.18 TABLETS _ """" "'. 7. PRIOR TO PLANTING, CONTRACTOR SHALL FOLLOW WEED ERADICATION 1. WALL. ag PROCEDURES AS OUTLINED IN THE SPECIFICATIONS. APPLICATION OF ANY 2 . FINISH GRADE. 36" SOX RECEIVES............ ....... 18-20 TABLETS S/8" DIA. EYEBOLTS '•����••����������������•• CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL AND SHALL HAVE A 3 . EYEBOLTS: SECURE VINE TO WALL WITH IN LEAD SHIELDS INTO 1 /2" DRILL HOLES _ 12" BQX RECEIVES............................................ 20-22 TABLETS P.C.A. RECOMMENDATION TO DIRECT THE APPLICATION. 4 . 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN' S �''Ii -' - "GROW-POWER" PLANT TABS PER TAPE. ='i' ' -- ' � _ �� I ' MANUFACTURER'S RECOMENDATIONS 8. ALL TREES SHALL BE PLANTED A MINIMUM OF 3 ' FROM ALL PAVING, UNLESS 4e" 90X RECEIVES............................................. ,22-24 TABLETS 5 . EYEBOLTS FOR FUTURE USE. III SII OTHERWISE NOTED. u z !III PLANT PIT TO BE (2) TIMES THE 6 . 8" x 6" CONCRETE VINE COLLARS IN TURF AREAS -ONLY . INSIDE ii .....,.,.... 32-36 TABLETS WIDTH Of THE ROOT BALL 6 12" !30" 80X RECEIVES................................. 9, TREES IN TURF AREAS SHALL BE PLANTED NO CLOSER THAN 3' TO EDGE O RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL BELOW THE BOTTOM OF THE ROOT MINIMUM. BALL LARGER SIZES -•- FOn EACH 112" CALIPER USE*..................... 3-4 TABLETS TURF. 10. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 90 NATIVE SOIL TYPICAL. VINE PLANTING DETAIL 11. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR MANNER WITH A MINIMUM RADIUS OF 3' TYPICAL. CONTAINER PLANTING ON SLOPE B PLANT TABLET SCHEDULE C 12 . SPECIFIED LANDSCAPE AREAS (EXCLUDING TURF) ARE TO BE MULCHED WITH A VINE PLANTING 4" DEEP LAYER OF MULCH AT THE CONCLUSION OF PLANTING OPERATIONS, A BASED ON THE GROUNDCOVER PLANTING PLANS, SHEETS 19 , 20, AND 21. NO% NOTE: 13 . ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM 1. STAKE TREE ►ERPENOICUtAR TO PREYAILING 1UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE . WINO. FROM HOSE. DO NOT CRACK ROOT BALL. Installation of street trees per the following criteria: SOURCE LOCATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC I. PLACE 'GROW-POWER• TATS IN PIARTCHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT CONTAINER PRIOR TO PLANTING FOR 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION * All street trees are to be placed in accordance with City Standard GROWTH. SOIL TEST RESULTS SHALL BE SUBMITTED TO CITY FOR APPROVAL OISERVATION PURPOSES. PURPOSES. 601. PRIOR TO SOIL PLACEMENT. 3. L-oeA7 F- �Ka OF r'L• H r sa-t I4AT0Z&I.- yR.AvF_ * All street trees shall be staked and planted according to City TOO Of STAKES Standard 605A or 6058 as proximity to hardscape dictates. 14 . SOIL PREPARATION AND BACKFILL RECOMMENDATIONS CONTAINED WITHIN THESE PLANS AND/OR SPECIFICATIONS ARE FOR BID PURPOSES ONLY. FINAL SOIL -00. .q- _ s MAIN TRUNK * Backfill mixture of all street trees shall be per the recommendations ANALYSIS RECOMMENDATIONS SHALL SUPERSEDE. of an agronomic soils report furnished to the City Inspector, (a� c.rcw T+a +�.c+tD a�'►w,aee 15. AFTER FINISH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, Row c�� t�+ate tasH * No street tree Is 1 be planted where the center of the trunk is CONTRACTOR SHALL HAVE A MINIMUM OF 4 SOIL SAMPLES TAKEN. LOCATIONS lz• wl:tNul � closer than three feet (3' ) to the face of curb, unless otherwise OF SOIL SAMPLES TO BE DETERMINED BY THE CITY. THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714/282-8777) FOR SOIL FERTILITY, noted. AGRICULTURAL SUITABILITY, AND SOIL PREPARATION RECOMMENDATIONS. TWO ORIGINAL GRADE APPROYEO TREE STAKES SAMPLES SHALL BE TAKEN AT EACH LOCATION: 1. GROUND LEVEL TO 1' DEEP, (2) PER SPECIFICATIONS * All street trees are subject to inspection and acceptance by the City - ineer. 2. 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART En 3" BERM TO FORM DEPRESSED g OF SOIL AND BE LABELED PER LOCATION AND DEPTH. WATERING BASIN 16. A COPY OF THE SOILS REPORT SHALL BE GIVEN TO THE CITY AND THE � � _ y BEING DONE. THE CONTRACTOR LANDSCAPE ARCHITECT PRIOR TO ANY WORK CONTAINER ROOT UILL SHALL NOTIFY THE LANDSCAPE ARCHITECT/CITY OF ANY SOIL PROBLEMS THAT IACKFILL MIX PER SPECIFICATIONS MIGHT AFFECT PLANT GROWTH. 3' SERM TIGHTLY COMPACTED IN PLACE TO FORT! WATERING 1ASIN » GROW-POWER PLANT TABS PER 17. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM li r ,;_:__•."a -- MANUFACTURER'S RNT TABOATEONS TO THE SOILS REPORT RECOMMENDATIONS. BID REVISIONS, AS A RESULT OF � I THE SOILS REPORT RECOMMENDATIONS, SHALL HAVE A WRITTEN CHANGE ORDER BACKFILL MIX PER SPECIFICATIONS FROM THE CITY PRIOR TO THE CONTRACTOR' S INSTALLING SOIL PREPARATION AND BACKFILL MIX. CONTAINER PLANT ROOT BALL 'iROW-POWER' PLANT TATS KR �l�1 ;= 1 = " INNUfACTUtER'S PLANT KIR PLANT PIT TO BE (2) TIMES THE 18 . ALL SLOPES THAT EXCEED 3: 1 SHALL RECEIVE JUTE NETTING: INSTALL PER T WIDTH OF THE ROOT BALL 8 12" �' I ='�' PLANT IIT TO /E (2) TIMES THE BELOW THE 80T70M OF THE ROOT MANUFACTURERS RECOMMENDATIONS N WIDTH OF TME ROOT MLL 1 12' BALL IELOW THE /OTTOM Of THE ROOT ULL NATIVE SOIL RATIVt SOIL DOUBLE STAKED TREE ON SLOPE D CONTAINER PLANTING E STREET TREE PLANTING NOTES F hb7�=- K�LIz�.L.l T[;R-IP•�I�I N N�T� TRIS IIS fl.�z� T �wc-u-5 To P.;C-, u�La�LE S SD PE r los M I NJ L ^1-1- Q�LMS�� "fo 1!5 F I I`l�'�PEGTE� PwoR- T PART-A SCALE: 1._401 1.D AIIIN STAGE tat[ PERPENDICULAR TO PREVAILING VINO. R E V I 1 FOR CITY U 2. PLACE -GR051-PO�+ER' TABS IN PLANT CONTAINER oatoa To PLANTING Boa ONE HALF THE REQUIRED SPACING • DATE DESCRIPTION APPROVED INITIAL DATE � a `% STREET OBSERVATION PURPOSES. PER THE PLANTING LEGEND ' STAKING PLAN (Cvf-T (oI�T'�C. p�EI I SRP � WATER/SEWER GRD 4 DRAIN TOP Of STAKES C1�,PE 4-G nl^. y - - LR�1 ia^ico Rte-W yy w I� TRAFFIC = MAIN TRUNt �iVl`If! PRVIN& FINAL CHECK (2) CINCH TIES SPACED 24' APART FOR -� CITY STREET TREES ir� R/W f► pN �� AS CONST. t2- MAXIMUM TO (81) LODGE POLES �qT:I.A4'�TrT- :,ANP �.+�L1- ��. OF CALkFv�' 2• DIA. LODGE POLE PINE STAKES e' LONG _ � THESE PLANS WERE PREPARED BY: FOR PRIVATE USE TN X000 PRESERVATIVE STAIN, j'il�• � y✓/• [ - STAKE A MINIMUM OF 12' INTO UNDISTURBED'"F-_-_ SIDEWALK, MOWSTRIP, �\ �r1,�G G,� D i r ' INITIAL DATE SOIL AND ALIGN STAKES OUTSIDE ROOTBALL. (2) f _ I � ' 1��1 '"v-"'{L �`fyi+ i`•l�'1 FRONT YARDS- _ _ � DESIGN GROUP, INC. DRAWN ARBOR OUAltD 1N TL'Rr 01M AND BUILDING ETC. 1 �L `` r`� PLANNING ASD La>DSCAPE ARCHITECTURE - v II � � ` w. �.. ' G � - - CHECKED 6' DIA. PVC PERFORATED PIPE iIll NiTii �„ rsi.cCi.+si� SurEzvt..atstxE)n trasa A FULL J -"_""y. F .M Noiis -r s+HA{-1� F,, �I N�D 1/2• WASx[O CRUSHED AGGREGATE 1 SE > p �I,I I NAIYf£ DATES. 18 9� LENGTH OF PIPE LOCATE 11' FROM TRUNK) � �. _• T ( \ >I t�G TL�+� ��Eg i LICENSE NUIvtBER FILE EQUAL - `- __Y'M.- �� '`�''� �� ��' �'� '�`�'�" CITY OF RANCHO CUCAMONGA . t : . - }-±��16I�T 1•AN� IT�G7Y COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION DEEP ROOT OR EQUAL CONTROL PLANTER t . � rj D\/I Fk T I_ i _P P GT'� PROJECT NAME 22-29-I WHERE REQUIRED OR V_ 1 1 wi j I APPROVED EQUAL. NOTE: pu .Y 'v 'r}4�. RANCHO CUCAMONGA SPORTS COMPLEX s 8%0. x 'GROM-POvER' PLANT TATS PER _ .r '_.. I r � � - SHEET TITLE x At oM R 0 I S �MArUfACTURER'S EC OME Y PACING TRIANGULAR UNLESS •>� IACKfIII HIIt PER SPECIFICATIONS 1. ALL SHRUBS/GROUNb COVER TO BE PLANTED AT EQUALS (TRIANGULAR) � . OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. PLANTING DETAILS AND NOTES j NATIVE -SOIL �(„� TR-� �j'G�sLI� TO � , TYKE ROOT 1ALL DIAMETER �_ PTT It 2 TI`ILS THE �11 kJ q$��p A-TMETr=P- MINI ��- - �'N �-�' AP D APP ED - -� MEANLY I O I ) O WIDTH OF THE R00 T 1ALL 1 12' 1 -L- T C/ IElow INC IOTTOM Of THE Root To SIT�� �-� RLL "rF_IMMEh -Z> �0p 171 • t-1N - �otz- 12b DAT COM III ERV E NAGER DATE G CITY ENGINEER ��Tj IJ6 tJN {� I�IRe1prl CP GI APPfVED SHEET L 26 OF .3J DATE 1 1. OFFICIAL I, -_' TINGI APPROVED L-4 DRAWING NO.c-- . OF DOUBLE STAKED TREE G SHRUB & GROUNDC OVER SPACING H PALM TREE PLAN DATE `- � � CITY PLANNER] I..'iE �z,5 �f31 �,� I � ���� G ► oIN G k)-1 IQ + + � ,�� ,,,�� 4-'c-�rr�+rrTa � �r zs�-�'r � I i =�-_-- �� �IIX( " G4•�!G � - �_ + WI MH I Z' OzfrPc�BATH RA-rE. - - ( �T I N f�i�GE ��NG Fil+- ���`'1Alhlit�l3 �/d b.11 GRYfl�!['-K syfi p,rrr�rTl �1 + I I -�x�f'I I w�G► ��'v1 �}-,F F r 6. - I 4*7;EIZ1400f i P*- SFS,►-I sTIG 'LY•" '+�= s �*~4. ► _ .-� GUMf�c�u�+C� nt=r� sFc.T�oN C��-•-T= c ( I � c��ihi4-00--is, S I�•►� - � _`� `'; : 1=til.: fi �' v3 ► D► eo I CO6.-IivzPMlz D P11aAs�11'IaSTIc Ot�=►MP•�EC�5�N. i x� 0 176 of 0110V�© tI jij 00 fr _ i �� ► �- 11 ' ll '.p� �E cI2"x�a+r"xAlg bu�c,o►.lG ��.k. -- l fa eR cr�nIr r �' I 2i_PM0IN 2, ° II I i__I_ > - W � l-�-' �'✓�6M° TI r. I - I _ x , . �>a�., aiaRT2- —eEE L. Co T / ,20a.#I MIN. I_ . "{ � " Xs'X 01 w� - �.- / (-IV MIN �- rbc � '+►1° � IYrt} I ?4� O•G' _ -�-i T;� Mq 44-6115E ms THIS _ rt _!I w� �► �. j T GING- GN61 Hg's Tis�-r• \�. ,,� .._. . Glomi NGI PATHS, SHS 7, 8�9 0 I G �o�. I � V ` WAU PSN GoNNIoN D 6�roR do o G ��/ - ,�+N�NU 11-- cN°�11= Wore T• . ° ✓tea r7► ► I I �► �! LR �i l 43 ( ° . � e Ili�� T� ill � � . . � G � G - `�__ ___. � T '` �r�R ccfifi god _ _ #� `�i P6A1�'5, SI-! ET`s 'T, 8 �I Fop- �j� r — �1- k GOfJ1% I kla►-�- DAIN C-C 1 rj r�T1 its rto s �M vI�IN g p c�'If3�c1 KjrE: K- '.VIL PONEF- St Y ' I�I ry.�cj��lI• I I� =_- I l�E l I _ I SLI LSC_ PER C-RA's 411, A.ItIrl- 7, � ® 'lcr-:1 4,,-, 1�`� �'0 1#4 5F� DE-fPdL_ S -�f8 S FART. oFih FCn I�lal.1- t�R�INc�►,IN�G- I �� I� -c:ul./" ��iy FUr� \� 11 t ►�IAa.1- riN151 ec:7. Spt� 9e o Cdr ,�111��KA iFaR hJAU- MIDC�FP FIN1�.,F�6�,, I _p�� I" TD GRo.Ihl �YS1�i• GE'rAIL D I ;Z" C14 L4AL-) S w!r .al2•l.. 5 �► T -O - 2-1-+" cst._�.,.art , N•� . I`�'1� .�'. �=I t-11-LI X parr,- 2 _ 3►-0" - WAA- AND CAP FIrJ6S 6 - 1-311LMANUf• L-) ST aC SCALE RETAINING WALL REBAR SCHEDULE SCALE RETAINING WALL W / CHAINLINK FENCE SCALE RETAINING WALL BASE SECTION SCALE RETAINING WALL AT DUGOUT NTS A (OUTFIELD) NTS B (OUTFIELD) NTS C OUTFIELD _ NTS D BddCk A1U, ;-- 0-0r4TL5 4t 0*4776G IDA OJEq-(e.o ro 1.2). II I�rI.rD ala. Ch)� h�� C1:?"?F�lT' I� ��T Ifs�� c;0f�' •C� �.�- _ fl N I srt 1t�l T• :�; GENERAL NOTES NEW MASONGEN RY MASONRY SWM. BE CONCRETE BLOCK CONFORMING WITH ASTM C90, 1. j s S04404 n--cer-, 01 K.0�- PIZP�_-T,L 1. ALL WORK SHALL CONFORM TO THEREQUIREI�EI�TS OF THE UNIFORM GRADE N-1 NORMAL WEIGHT. F'm=1500 PSI. 64-r# ONLY BUILDING CODE, 1988 EDITION AND CITY OF RANCHO CUCAMONGA X `}" --- 2. SPECIAL INSPECTION IS NOT REQUIRED. � INahl6 colt-Y) N AWN 2 PI�c�� ,I 1I a 2. VERIFY ALL DIMENSIONS BEFORE STARTING THE WORK. 8 - - I 8 x1(o I SNI -Y -k Na?tic 3. MORTER SHAL BE TYPE PER TABLE NO. 24A OF THE BUILDING CODE. 3. DESIGN IS BASED ON SECTION 2309 OF THE UNIFORM BUILDING CODE. S x�''�c I b cc�k_ ar K u ctEn1T PI ASE _ IV'� FIIjIc,h+ FwTHsiTo MATUIarRc+t L 3 0.�. � �}Ts F�USh� 11=-TLOW, 4. GROUT SHAM HAVE AN ULTIMATE STRENGTH OF 2000 PSI IN 28 DAYS, -- _ AND SHALL CONFORM WITH SECTION 2403r OF THE BUILDING CODE. �Q I — SITE FTN. GR�.D� �~_ �^�-X=-���IN�.� i�r-1� �=TION •. • 6F ''1? I► n �FI�a,TI EARTHWQf�K AND FOUNDATIONS 5. GROUT ALL CELLS SOLID BELOW GRADE. �' I II�I��= ilk Til ►i�i(i.l c�,.rr,�,��►.� s,� • ' 07/5'0 _ ►n h1.� - c ° ° • T �,lµ, M OMIT HEAD JOINTS IN BOTTOM COURSE OF BLOCK AT 48" O.C. do G I _ u .. b, i � �_J• "ZA44�► r- NOTES 1. FOOTINGS SHALL EXTEND 12 BELOW LOWEST ADJACENT SURFACE. 6, g''� Q . I 71+�ssH�ET. PROVIDE 1 CU. FT. PORUS GRAVEL PER LINEAR FOOT BEHIND LOWER � ;"�•�.�' ,�) -�y = 2 - t, c �. ;1 2. DESIGN SOIL PRESSURES ARE 2000 LBS. PER SQ. FT. COURSE. '_" ` ° a - �v�% cvME? T -p S�1rr FOOTINGS SHAM BEAR IN UNDISTURBED NATURAL SOIL _ __ 7. CONTROL JOINTS SHALL BE f50 -0• MAXIMUM SPACING AND AT 1 e- loo-c- , , ; f 4' 3. SEE SOILS REPORT BY KLEINFELDER INC. MAJOR CHANGE IN HEIGHT OF WALL FOR SCREEN WALLS. FOUNDATION `l09%G4*1P�b_4 • • • 3-#4 WWI Z-, RSR 4 _. . ��µiN� �� ��� � I � � -. . . .-, . . (REPORT DATED 10-29=90) NEED NOT BE INTERRUPTED AT THAT POINT. • WA-LL Hcrrr--S TI+I-5 _,4P!F_T • I l 8. CONTROL JOINT MATERIAL BURKE ASPHALT IMPREGNATED CONTROL �� cLR. rYP SI= c9 I -1-f 7e I& f '? 1_-6 Noir. --ZF- �1� � � T .- LUtAIAL TI0% JOINT MATER , 11f x 6' WIDE AND INSTALL FULL HEIGHT OF It ,z-• �—,! Z'-bI c l►J� s ya m 7,,8 Ib FOP- CkMr LEx- P, -T- y11 CONCR WALL. I.•Id>-� `'�'� IJe�-L• t�•jN Ce�Nt•!F�fi I c N�� TD SI�R�"i (Mf4`{Uf'�i-' 5TI;IK-�'t.lAL CpI.L�J LAT 1 UN 1 �E kWF-u IZAL C,A_�JLkn0" FofZ -r10�J CONCRETE SHALL BE NORMAL WEIGHT` PORTLAND CEMENT CONCRETE WITH 9. CONTINUOUS KEY OF WIDTH EQUAL TO HALF BLOCK THICKNESS TIMES A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. UNL�Ss W CTHb 1 1/f INTO CONCRETE SHALL BE PROVIDED. ALTERNATE TO ABOVE SPoRT's coNtPLEX PAP,-r2_1 (iMANU�L� �F�THAq C;"Tf- �flE 0144FkWISF I N SE'SC" Fr_AT W_-5. S�ECI•�L I I cTIc ! KEY, CONCRETE BLOCK SHALL BE EMBEDDED 1 11f INTO WET r- sTxzi,loTu � cel cul a.l s. Is "r--T F�FW I MP- CONCRETE. PERIMETER WALL DETAIL SCALE E SCALE F GRAD 2. �4oFOR 03�dc SMALLER AND A615GRADE TO CONFORM � MOFOR #4 & LARGER.SPECIFICATION' NTS RETAINING WALL AT DUGOUT NTS 3. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED AND PLACED IN ` ACCORDANCE WITH ACI 315 AND ACI 318. 4. CLEAR SPACING BETWEEN REINFORCING BARS SHALL BE A MINIMUM OF RETAINING WALL DRAINAGE NOTES AGGREGATESIZEMWHHIiCH' 'EVER/IS GREATER. TIMES THE MAXIMUM PARTIIIIIIIIIIIIA Masonry walls retaining greater than 2 vertical feet of soil shall be in- 5. REINFORCING COVER: stalled with backdrains as follows: FOR CITY USE ONLY CONCRETE PLACED AGAINST SOIL' S' REVISION S material DATE DESCRIPTION APPROVED INITIAL DATE 2-foot wide zone of Caltrans Class 2 permeable ma C IN CONTACT WfTH SOI OR EXPOSED. 2' � FORMED SURFACES L. located immediately behind the wall and extending to r STREET . MASONRY SURFACES: within 11foot of the ground surface. A 4 diameter Sch 40 GRD WATER/SEWER PVC perforated pipe shall be installed at the base of the backdrain. wrap the permeable material in Trevira 6. SPUCES 36 DIAMETERS BUT NOT LESS THAN 2'-d, CONCRETE; FINAL CHECK 40 a DRAMs Spunbound #1115 filter cloth or approved equal. TRAFFIC DIAMETERS BUT NOT LESS THAN 2'-0' IN MASONRY. SPICES ARE F R/W U NOT PERMITTED UNLESS DETAILED EXCEPT BARS MARKED CONTIN 0US AS CONST. Special note for retaining and combination retaining/freestanding walls MAY BE SPLICED IN CONVENIENT LENGTHS. with two feet or less retaining: THESE PLANS WERE PREPARED BY: FOR PRIVATE USE KJ?Nl Backfill behind the wall shall consist of granular INITIAL DATE DESIGN CROUP, INC. DRAWN free draining material meeting the following gradation; ON PLANNING AND LANDSCAPE ARCHITECTURE CHECKED NAME DATE -18-91 Sieve Size Percent Passing LICENSE NUMBER FILE 3/4 inch 90 - 100 CITY OF RANCHO CUCAMONGA • _ No. 4 80 - 100 COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION NO. 100 0 - 10 PROJECT NAME RANCHO CUCAMONGA SPORTS COMPLEX SHEET TITLE STRUCTURAL DETAILS AND NOTES AP ED APPROVED DAT COM.:. TY -ES ViNAGER DATECITY ENGINEER APPROVED DATE SHEET L,27 of _31 APPROVED - DRAWNG NOr�>OFZ"� GATE CIT Y PLANNER SHEET -2­ 55 OF 213 MEMORANDUMV* „�o G,�,�,y' IoM �� f�,�,- `a�A�,a�i MEMORANDUM pq ❑ TELEPHONE DATE nMQYG�j L �//Z� /� %l 2-l/ /f12 TELEPHONE DATE: ❑ Olit OFFICE PROJECT: R� CI.L'� Ser�T lflr�l/�L/f � 2 ❑ OUR OFFICE PROJECT:�-V/ 1Q 0 GJ 9 5/I/ ON-SITE PROJECT NO.: ❑ ON-SITE PROJECT NO.: _Oji S��"D(o • ❑ OTHER PRESENT: T rr y / ,G. ,'.`;•,, . I i �� '- 1 ❑ /r ( 1�1r /�Gd✓ I `\ OTHER PRESENT• r 0;.-II 4n _7 Dlsrx,sSK�r /fib M(x,�� %NAJ ;�,, ,—,I 1` 1 , 1! �) � 1 j DISCUSSION: �/ r� ( ! ,L�- TO: George Fax 714 5E2 0129 /',/' 2 ry' _ 7 �1 I4 1 li�l�/�/�����J I f-Ae���� /Qoo� ' \ r g 9 Y q if /�d� �HDr FROM: Per Christiansen Interlocking Pavin Systems Ph. (310) 155-3119 of Y, M5F cf�cn3c� /n fIll,//w/o✓f 528-yZ /f9v�– cv� rz��es� SA,Al o¢ 1ave--77 rem?/ Yidr l� e Ci hada rova� ----- -- -� _ wi�i N1*re'cj cor«erl S D t�� f'ray. �:4 "�4 i �� - �• � l• `�v/ I `�/ 132 @ Sfree� +I, i 3. Ve&ff R9 (wi red) e /NE i!R FWD Of G 2 DI,FeG/ /V R!/MIN ` �� i//�"� � i rri _ -.- ;i >,.Hrlt.�nlaiil:.i/`.`' ' < i Z-1 I U` l� _ ( � ,.;_ -�_•.., - 3 _ �// ( t./, rrr•iii--- I +++ f,- z i1 = 4 -}= == -= - = � nEFfQ ?aS,y1r �/ E EG }!� r 3, V m I 1 i _ 1_ _ __ -!_ _ I G"2/3 S fivK • 4 f `✓ __ =_ _ P TRgn�Sinayl. - U I Ar 1 J II n.rrrrrrrr -1 I i 1 cTu fir2. C07h� c l e/d 'e /AGrid'• �. 04 //�A►�i I I i i , .� 0 J 1��� 14 ' 1. I r —1 I a ., U/ICU//pA�i � �hH/y19 ✓ %L(J/4r fD DISTRIBUTION — r�I L Ven I Uf 644 DISTRIBUTION: Q� /'v •'.ri/C W . O OWNER G.lrGn�., TA✓rt1 �`� i -._ 0 ` 7 1 TT I'd: U 'I \ / OWNER r✓1 CONTRACTOR /X Aa j r, 55141 _ • J T"Tl(Tt JT TfTT1TU CONSUL �,��� I = _ - 3 ' _ _= Q _ . . \ ' CONTRACTOR S Bvr� A01- %/ �X _ •� -- n- Z _ I CONSULTANT f�C Z l�Ti1'1 OGfi9ti 6�vvp IF THE ABOVE DOES NOT PROVIDE -- \ T l ❑ X ~ YOU WITH A CLEAR UNDERSTANDING W l =1 YOU 711; a .. - _ r IF THE ABOVE DOES NOT PROVIDE BY _ - `�- _ = - _- - / YOU WITH A CLEAR UNDERSTANDING S � OF THE ISSUE, KINDLY NOTIFY US AT A _ _ _ . _ __ OF THE ISSUE, KINDLY NOTIFY US AT ONCE. - -- - -- ARROW r-. _. — - ROUTE ONCE. A CONCOURSE PAVING N.T.S. B CONCOURSE PAVING N.T.S. C CONCOURSE PAVING N.T.S. D CONCOURSE PAVING N.T.s. E STADIUM WAY PAVER LAYOUT N.T.S. MEMORANDUM MEMORANDUM ❑ TELEPHONE DATE: ❑ TELEPHONE DATE: 3• of OUR OFFICE PROJECT: 96-A a,�p1!'r �� ❑ OUR OFFICE PROJECT:510"j Q•+Plex ❑ ON-SITE PROJECT NO-: 5//O C - , F%t z� I j*,� 5 T-o �/�'�'� ^ -/� OTHER PRESENT: -� �ON-SITE PROJECT NO: $/b'�(/ �-•'f-�� '�\f�,�_S ��� a�F-�7�'i ❑ AlOaN Barn�Mooz) �� � �f s,� `-+ Til '-i REGARDING �{//�q �C/�'/� UH l`� /Ch1t!/7r�CI,r �+! IVu1� 1. ^��'T`' �' ^ �� ❑REGARDING: PRESENT: �W/,ilr•,AN r`I�1�� �y�-V `" 5/� ��}e�G _�}-1�'`1g Jl�V A`ca.I 1sI--+ REGARDYVG: PY/�ILf. /PrSpj�� C��-•�••�JVJ 1.�� l 4-�C�. .Jr"�l`r�i� Qi. In�er/akin9/tav�rf-Ml�C1kJs /....._ _.._...�\ _, �,9 /O• f�rf�ii� /�i'rze� kiv�,�c.� cual�d agy. Co��. ��(o��ii����� � ,�� �C of /�h,�r Ai>�I. GI1i�f���f yr 3 r Q/'' ick Ari Doha iPlrtr If� ��'y�i � qt mr/o/do, P 2. �L Off , \ N , y 2• Irl /oc.�ii� ®v�-- /1 BID ALT: I \ .J / �v ve / 5 9TiY11 y. UlG fr4f�"I� \ 0r(a. Ong/�pt��s�- ,. ' yrgs. Score p� - 0 1A _ b s �, 61 SAN D F Ss I•� • � d� 67 COi1G, � r k/'/� _ � - � � �d 'fM- % 00t 11416--ma 1, �r sti�f L -54 o f /�/on>j inc%�/,9 . yG� a l O,G, �l(/rIIG fQS/G IQyOv z �6 0 11 94 1 _ `� Z I. 1- a oV: • m < 56 DISTRIBUTION: i O V / DISTRIBUTION: 0 0�., • h ! rh 56 OWNER Trey 1/" !a// ,DWNER s,�, aoCONTRACTOR9Sn kVA;fM4y V < CONTRACTORnE�! h `/ ` /� /' UM t 64 CONSULTANT /y��� hX '� `r Ej CONSIJLTAyT /f)// A/A 7116/ L-54 � '0/yhf `l ` 1 5 O Z z '� I�Ah �`r� CZ z _ IF THE ABOVE DOES NOT PROVIDEZ IF THE ABOVE DOES NOT PROVIDEC� 62 YOU WITH A CLEAR UNDERSTANOING BY W ` `� _ 17 YOU WITH A CLEAR UNDERSTANDING By YW OF THE ISSUE, KINDLY NOTIFY US AT A 1 OF THE ISSUE, KINDLY NOTIFY US Al Ftt ONCE. NCE. F EAST PICNIC AREA PAVING N.T.S. G EAST PICNINC AREA PAVING N.T.S. H WEST PICNIC AREA PAVING N.T.S. I WEST PICNIC AREA PAVING N.T.S. eEeuA�.�s Br�6s�-�ou'sr, tzA�1'c�jo CUc�f�o�cC,A - 5 1-4, /'9% SK- S o U J�. s �a.>' J m" , � f' Qr�w 1 �ttoo Qj 4 . `1�SL Ewe y�r r. sti iR Ib6T LO�Lt - A SL6f�✓G•I. 101p.Hump- � Jf.R; 4 i. LO APS oI.I CXGN /� �f DESCRIPTION OF REVISION DATE AMov® 4C � (> rL•1 CITY OF RANCHO CUCAMONGA YJ '� LRtJSF{Ebt =113 RANCHO CUCAMONGA ADULT SPORTS PARK _ ? (7n RoGI•� � t(� 41IDta Sc,I�. PIPG WRAP L4 'SEGT -w'7_ - lir _ _ , �a r •. ,,—I I (�f r FI6TGIsZ,GL.oTFi iIrt I �I� FIELD ISSUED CLARIFICATION DETAILS �SE�'i'I O.IS t -3E�T 5 3• �� , APPROVET) BY: DATE CITY BNGINM R.C.E. No. r DMGrrPJM >�:co�xxn>� .C u c A� fj 4 a -;Idji►� s Po 2.T" '4eo P L. e x- - F.I✓F '64T•._L .til TokJOUIU-Ci wA L; �W l jegA rif u IK FC,V,fG f✓ sK�1'�- _ B+r .RA Blc,r�s Com D]UTN RJM ; Rall DESIGN GROUP, INC. L28 or 31 r1XN?RNC AMi.Axos "T ARC UTFt-rURE J RETAINING WALL DRAINAGE N.T.S. K RETAINING WALL W/ CHAIN-LINK FENCE N.T.s. CW-M CITY DRAING No. 1 SHEET 259 OF 273 . MEMORANDUMK G1r� MEMORANDUM ❑ TELEPHONE DATE: !* 2/l//2 TELEPHONE DATE: 3 2993 PROJECT RC CAS's- S14NG TECON PACIFIC S S birr+e21" i Bros. Construction ❑ OUR OFFICE PROJECT: ��y//�U C(/�/ /�(/� ✓� ❑ OUR OFFICE PROJECT:�",A,a rai.h 4 �v4 W/rbPil 16W South Rivor Road CONTRACTOR B�c�j� SMEIT 7 / 90, Woot Sacramemo,CA 95691 PATE 6 ❑ ON-SITE PROJECT NO.: 5/lp'0(o � � ❑ ON-SITE PROJECT NO.: 5/G-G/o 916.375-aids �E LJEL� P/1N6L OE7"AIC S GROUP PICVlr- ASA BY, E'2. a.e. n.. OTHER PRESENT: ❑ OTHER PRESENT: uX+!/ra4ry S� REGARDING: 44-4/4// /G`J/C/ ArCA P/ G(/r9/'��Cif Y RFI •: 3/ u Oet� : 3/14/42 li• 79 C CPV fiat An �,� r e, 6y r-s 2 // y �I1ro1I-as rlAoTlo A.RnUkIO sT. /� �ll�'Z4�reap� 1 /li o� i!� r� J'�it /ff�G�/�/i�zeJ i� � arCq �r� 7"G' R�Qocst`for Informctfca I )err- ►t,` P P" rl� /!•le lmoO /m �I� 7° f 1�2 - -- —_ �ccic o Foy r1 �Jf I�4� DG�,� ��•r�¢arHAtlE �1 "Ile Nem.:sports Demoty,lbn�No emmvr" fr C� Ael� gvihy /lo proa�j�a►� �e� c u%i�Q �i• �ic•� �r�///y �Il�i wY,�/9r�i�ti ihl /1��7ati �i v�rvvi � ;7 jle�h��/ ,� USA Proj�t Nv+„eer:e4-793.00 1 - leu/ ��rl� iI G �e� a f �`iG //ars/ Ai w/ a�, q Tim a,�� iy1Q %q�/ �'ilil,' �s ` 0'i L 2 e.0Z.Prefect Number, 964 h I� y �0 ArCmW: 6riliiee.Piro.Roster.Ahm (p © r SA�IJ 1� l(/ ✓ zu//J-c�o GbIcL's-yf: 2/� (p� •, 1 A"T ttorr. bill Fix Subject: Rsirhrdrq*tact et moviMps 4 /. q ev an gd�r>"�-�c.� Q AU w ., "rcofr�i r�cerw MaT� AU_ / - EroxY D Re mst- F/L-10 shows a mowStrip et the chofnllnk fence posts with two �, ` y ff d«p lwl� • , a , � �� 40h� \ 40-OA4 � s TREE WELL continuous '4 reinforcing bars•end it Is noted to Install expansion ColfG. Fr,.J'cl,__ <` �-�P�opo I�lT A f �,, i f 9 �" �' �� s �d/2*O C. �9 PWCES Ales Joints et each post. Does the reinforcing steel run continuous as - - shown,or shell It brake at each expansion joint? Please advise. ; ? aorrawAYS 1` TYPrs✓4G. CAST /. 2. 3• 5 E'C • � �� ��a�r��r<� - � ^��� ( = l�lrr/a��� pu�rf � � s�,� •FiN,sH . - _ -- • • , , • . S/MILov- 7b ALL ` -1 Of lam/✓ �- - jG. REF: B/L IIA 077Q&Z. CA ]" S sra oN — r\ 7777�3 —��9V l�/Ei,/ �- C�o►.rr. Your response isrS�QvestaA bv: 3/27/92 si0� y„ N_ e r�/ ovld ` l t l � a r ;� _ ___ .� M .1 .1 : r 2 EX><err 64r /a a in a 9d 6/CC�1 DUi wi J/PCr2. _--- - r'Y". 3. h(/ti /Gil/ J✓Gih G{i/ j rJli�ji/Nq/ Q 6 "c�vwe/ " A A DSTRIBUTIOrt DISTRIBUTION: ��t/!� r 'owNER Tfi►>i owrrER T '""Ii e �j r88 �n Ra►.Pc�jo.sfb2�'C�pL�-X- CONTRACTOR 1�/r ' CONTRACTORSw �"rlic,/fes `�/f�� s h < / / ❑ CONSULTANT S �/ ti�C `•I '� ( i , ••', /'/' Ji 1 F. tiEC.T_ F V't O CONSULTANT z r� ❑ �doo� I�r : i. • yr 4f -_4�e�y2-•= S K - I ❑ ❑ IF THE ABOVE DOES NOT PROVIDE • 7 i iT YOU WITH A CLEAR UNDERSTANDING By IF THE ABOVE DOES NOT PROVIDE r� v_•() _ _ �W YOU WITH A CLEAR UNDERSTANDING BY w OF THE ISSUE, KINDLY NOTIFY US AT A OF THE ISSUE, KINDLY NOTIFY US AT A ONCE. ONCE, A TREE WELL DRAINAGE N.T.S. B HEADER AT PICC AREA TREE WELL GRATES N.T.S. C TREE WELL PANEL AT GROUP PICNIC AREA rv.T.S. D REINFORCING STEEL AT MOWSTRIP N.T.S. zo/ 4 311204m e-IS" m 41—Oil I O'� 18�t /o /o' div.►? o��-�`�l� �e�,cc, �o.a Pofr o 1.90 0.0. IWAAfe ZMenI Sin��r��.57� I�/x//� �5•_�5�5 � ' ; 65.0-7 E55 CI75.04Ts I FORK L/FT . -�. • � � --'Q -- _C+2�,_�T-5 I/ �15 af? — •O FS l LATCH � - � - �� `•' . . I �-- I r° (,x•04- � � F— I� s,�o4- >gs �--- C1.�G2�•T� S'T�11�S � . � � � Qd'�`�, � i,�'..' • • • - •- 0 �1 � MW �LL Br3 I`WI/s4 MA _W Top oF� M ' MP•ItIrTAJ1i A, 1% SLOPS CN SIN 9-5 A6 SANkIKI- * T%AAMTA)1 J A I%, 5LCXDt5, <!!�J Cc0f'P-� VZOW r1 . r,04 `vm tXsv�%/q COC /O/o,6, G" - A C/S-- is TRUSS RODS - 3/8"D/A. ROD L -�rl•�U- L�L.��I�• �� (AD✓US7' EJ LATCH FOR PL LINGER ROD < Z I �lAnl�l�. of 5ca�o04rr�_ FI1Ij I5�•� SL4a� Ik I 2"o SET /N CONCRETE �S•, �I�1�1� A BS It OU776M CF STP I,� FABRIC - 2"MESH, NO.9 CA. CALV. -r7S_70,P C ATTACH TO FRAME ® /5"O.C. Ts =-Tbr� c p STI�P STARS �,_ Flt�>g�A <:;,p-~W5 ROW SEATING �"� SUpp, �l P�Qh fi�l9 G We r s�'�?/icPi �Gor Oard i-2/-9s 9-16-92 E SECTIONS THROUGH CONCRETE STAIRS &- ROW SEATING N.T.S. F DOUBLE SWING GATE N.T.s. G SUPPLEMENTAL PLANTING AT WATER SERVICE & SCOREBOARD N.T.S. MEMORANDUN/-;� -=tALfW FE06,E YAMLLEL W505F_ UNE / =To 7}1I PolNrj 25 Fri GL EA�. ❑ TELEPHONE OATS: r�CCLit/G�r 2, �'12 1Sp, I �,pl I ' --- ---- ----- - ❑ OUR OFFICE PROJECT: /fQnl/lo CuCGiA�f�q �1 r� (d'ykX 2p —r--- --------- ❑ ON-SITE PROJECT NO.: SI "OG ❑ OTHER REGARDNQ //Jd1Q// L /�f I/�G7Dl/JJd{1�fC�� /f3' - - -�/LE fbif�rroF-FL-h�E-SEE-UV1LS=fcb(�7ltd><tT�:__ - / DSCUSSK -flf �'-iJ 141 f� M It •4e I SEE DETAIL r SHEET 11 FOR DUGOUT a60r-,616G AV �Oh OSS 2D i i I FENCE LAYOUT. I G "4T1 7 SEE DETAIL'S'SHEET 10 FOR BACKSTOP -_-_-_-J FENCE LAYOUT. f7 tf"iw1u.S o '-5-Fofr 10FIF-trp—_ S/�v a f — Your — -- — c s¢.t�r� 'VIA �il¢ j, t N _ 1to khllej � D�ZiI z5, 5fic 7 r ' SOFTBALL FIELD T 31, e4 of crrlr a DESCRIPTION OF REVISION DATE Amom -- — FEtJGE ,/ /fJ_ Q�/ CITY OF RANCHO CUCAMONGA — 11TT*n(A L-65T UtdE LINE _ z RANCHO CUCAMONGA ADULT SPORTS PARK i I I q-q• ��'�'' N 3�i J w N v FIELD ISSUED CLARIFICATION DETAILS -II �Nnr�u 5L<GTIDN 4 IO' z o,v. It FOUL fW Efq�KStvP SRG��6� til-LING � - 121 12" ~^ � ZWOM TIorr Q NER 7wn G��G ��I APPROVED [CONTRACTOR c yr RAS' APFR PL BY: DATE ONSULTANT � I/r/'�H' J EIN 9hL9 J1- 1,1�VLrF &LAK �ICA710� "If I�Wrrb u1r,ANbNdq �x JM Ix1S!bN " 4-iG-'i2 C� G�rtti D'GR L z CITY gNGINKSR R.C.B. No. F LAY0� /-I A9IF I/ATION IF THE ABOVE DOES NOT PROVIDE rl ,,�,�,��e p V•lt.�•I�, 1 l� y I RVJ'M�OE516N 6Rollf' �yYOU WITH A CLEAR UNDERSTANDING By h+l I�ANC& &LICAM006fA. S1109X GO`1 � 4=1�Q'•7v_'_ OF THE ISSUE, KINDLY NOTIFY US AT -- A DRA a RJM � tJl tC til ONCE. RJM DESIGN GROUP, INC. /] R.ANNII G ANS tANIE YSCAARCHITECTU" LL9 (W 31 H DUGOUT & FENCE LAYOUT CLARIFICATION N.T.S. I HANDRAIL AT COMBINATION FIELD STAIRS N.T.S. CHY `KI' CITY DAIIING No. q3 I SHEET 2so OF 273 ji 1001/ 00-) / 7YP 3 Z • o 96� ►- -s e� A SECTION THROUGH BLEACHER STEPS N.T.S. -ME7, c-,r s S4�w�J) APPN FCPe FOT�j S)ceS or - EnrS N P• = l�l�'ll a Poles- ' Alm C� - TT1 OKJ5 7t) "815 SrAOOI)A Ap -n _ `TOP cr qgamcm�JT votlS. �. Ga►.C_�or�_►rc�_ B� Foa Myo. A J-00AiNUM s�,A11NC-j is "CY7 5HbVJq B c. 't tie MAO L t ` • y c Z:c �t �sr r_,Ij,r - 3 . . • �_ s rl;w• .5 o - fill \ 1,7 4' — �'..'-�—— — � • — -�,—� - - � S o-3 \ �� � -- qQ`�D.Cb►�p -LT • J2 I I I I AF.rE Rte.u�tt.�,J2vy,s ' F0 P- p op-.raG� RErArN/AIZ� W rt)TX IIJex-r Co-I P..cTio r-f Sa.Q ur-ac e� PlIrrW- D -Pj. �.S - o �5/MII�jK� s8� I h III �I � I Ci3�T: cys -111, � qZ IG- i )lt TV �l�-MP �1.f1-10?�,'LS N �� 3�1� �'' RAI-IGr�D SPOR.?�.CD(�Pt,Gk 5(IS19 Z ��! � � �Ol�.� �t��� C�1 �-� SSD GS. -•- - --- - .-_ B SOCCER FIELD SEATING PAD SPOT ELEVATIONS N.T.S. C SOCCER FIELD BLEACHER SEATING N.T.s. D BASEBALL FELD NO. 5 SEATING/RAISED PLANTER SECTION N.T.S. DESCRIPTION OF REVISION DATE COVED CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA ADULT SPORTS PARK FIELD ISSUED CLARIFICATION DETAILS APPROVED BY: DATE CM ENGFfM R.C.E. No. DSSCGN RBCOVMTKD RJM DR-ws RTM 9F{RAT PJM DESIGN GROUP, INC. Ft ANNDvc AND LANDSCAPE ARCHr ECTURE L30 or 31 - .. - - TI.1 W W.KA•,•lRT[M.Meq..YRJO,f4 H..I M.il4 Mw - - - - - - .. - cxi�cxxn DRAMG CITY - SHEET OF 273 -- � �' ! �� �� � . � �,� r� � � -� 1r . �` 1 } � � � � 'I r I :; i �, i i I. I I I i i i. i f i I i i �' i. I n I is I f I ' j