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HomeMy WebLinkAboutVictoria Groves Park S: i„ I �Y YJ. tD 2- fY w w 0 P,,,, A THE . -WILLIAM L 0 c M NY I 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA ", CALIFORNIA 91730FUTURE SHEET INDEX COMMERCIAL J FACILIT Y L-1 COVER SHEET L-3 CONSTRUCTION PLAN I *RC1 L-4 CONSTRUCTION DETAILS L-5 CONSTRUCTION DETAILS L-6 CONSTRUCTION DETAILS w FUTURE MEDIUM `L-7 IRRIGATION PLAN DENSITY L-8 IRRIGATION DETAILS & LEGEND I isti ,L-9 TREE, VINE & GROUNDCOVER PLANTING PLAN L-10 SHRUB PLANTING PLAN '�' a"'�T''�d� PROJECT - �� ;- • - ,� � . , . SITE 1L 11 PLANTING DETAILS LEGENDS & SCHEDULES �� A-1 ARCHITECTURAL PLANS (PER CITY OF R.C.) ' ' 4 A-2 ARCHITECTURAL DETAILS (PER CITY OF R C.) w � v,CToa1� P►►PK �� Ak E-1 ELECTRICAL PLAN (PER CITY OF R C_) , °0 t * THIS SHEET DELETED FROM SET. SEE ENGINEERING44 a �/ GRADING PLANS. tAk �l ACT 13 f � t 1AIR MON T CONSULTING OROUP , TRA. 13060 PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE SCX17HEwr 4860 IRVINE BOULEVARD, SUITE #201 IRVINE, CALIFORNIA 927141299 , IRVINE (714) 730-7117 x r SHEET KEY MAP t k j 4 I I R E V I S I O N S FOR CITY USE ONLY ABBREVIATIONS VICINITYMAP DATE DESCRIPTION APPROVED INITIAL DATE STREET AT DS. DOWNSPOUTOUT INV, INVERT ELEVATION S. SEVER PROJECT WATERSEWER & DRAIN A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH SITE TRAFFIC A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH SCil. SCHEDULE FINAL CHECK L. LENGTH OF ARC • A.C. ASPHALTIC CONCRETE E.C. END OF CURVE R W • L.A. LANDSCAPE ARCHITECT S.G. SUB-GRAIrE ". A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET S}iT. SHEET AS CONST. ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET A ELEV, ELEVATION MAX. MAXIMUM w •�� THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ALUM. ALUMINUM SPECS. SPECIFICATIONS • ' APPROX. APPROXIMATE � E.w. EACH MAY MFG. MANUFACTURER SQ. SQUARE Ah< MORSE CONSULTING GROUP "TIAL TIA1 DATE B.C. BEGINNING OF CURVE EX. EXIST. EXISTING MIT. MANHOLE ST, STREET ' i � 11fMG0 F�MGNEFROMGa u11�sCAPE� DRAWN B.C. BOTTOM OF CURB PLAA F.F.E. FINISH FLOOR ELEVATION Pecift is MI11, MINIMUM SFS. SURFACE FOUR SIDES A .JOB P10. 24o-00 CHECKED B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH T. TARGET+: NAME DATE oe BLDG. BUILDING F.L. FLOW LINE N. I .C. NOT IN CONTRACT 7.�, TOP O} CJ.'.3 LICENSE NUMBER FILE ti. B.S. BOTTOM OF STEP F.S. FINISH SURFACE T.C.D. TOP OF CAiC:I uASii� FoothlM MhrA FT. FEET, FOOT C. , COND CONDUIT NO. N NUMBER TCITY O.C. ON CENTER T.F. TOP OF FOOTING OF RANCHO CUCAMONGA '' C.B. CATCH BASIN T �o OF CRATE COMMUNITY C.F. CURB FACE GA. GAUGE O.D. OUTSIDE DIAMETER ^�.e. Y SERVICES DEPARTMENT, PARKS DIVISION P.A. PLANTING AREA T&G TONGUE AND GROOVE < i LI < PROJECT NAME C.J. CONTROL JOINTGALV. GALVANIZE) P,C.C. PORTLAND CEMENT CONCRETE. T.P. TOP OF PAVING sI C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP VICTORIA GROVES PARK C.Y.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED _S1Y � � �„ w � P.R.C. POINT OF REVERSE CURVE T.M. TOP OF MALL SHEET TITLE o - C.O. CLEAN OUT G.P.Y. GALLONS PER YINUTa PL. L PROPERTY LINE TMP. TYPICAL GR. GRADING . COVER SHEET CONC. CONCRETE P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE CONT, CONTINUOUS (:RNil. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL SE11 RDWO FREEWAY Lip ;O APPROVED CSK. COUNTERSINK H. ,HT. HEIGHT _ % ' 1 R. RAD. RADIUS W. WITH CJ. CUBIC KL`H. llEADER R.C.V. RnMOTE CONTROL VALVE M. WEST DATE , 0IR&TQA( FCOM 'LAITYERVICES DATE CITY tpINEEA DET. DETAIL NOR IZ, HORIZONTAL REF. REFERENCE M.P. WATER PROOFING D.F. rRINKING FOUNTAIN H.P. HIGHPOINT REQ. REQUIRED /L-1 SHEET +���-i► OF DSA. O DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD NO scAu DRAWING NO. 1 LFI-Coil COORDINATE WALK AND TRAIL CONNECTIONSDOUBLE PICNIC TABLE & CONC. VINE POCKET @ EQUESTRIAN FEN IN m TO ENSURE A SMOOTH TRANSITION BETWEEN RA ISR ON CON . PAD SEE VICTORI GROVES Ti AILS LANDSCAPE 1 TRAILS AND PARK CONSTRUCTION. TYP. _ LANS .FOR OCATION EQUESTRIA FENCING. NOTE' NIC). DO OT LOCATE INE POCKET WITHIN •• EE E GINEE ING G G PLANS OR - OWSTRIP ROUND EX TING SCHIN S MOLLS •� PEES TO EMAIN - ♦• AL DIN , SUB- R GE, UTI ITIES t ••♦ AND PAR T F 1 E GRAD S AND EXIS NDS MOLE REES I'YP. TO REMAOT DI ONSTRUCTION. r � STUR . oarLIMITREMAINING PEPPER TO VE 2' DEEP DECOMPOSED GR WI I if R- , h4v y OWSTRIP AREA. DETAIL E. SH L� E 5 A! l21 L-5 WSTRIP ICTO OYES TRAILS LANDSCAPE PLANS ONST. �'s' �T J" �, Mr o LI H FIXT E W/ E o ,I AINEON C N � 5 � Y AD ��- � R�2l, a �+ o� PAW - i u L 5 a _ 5' Y PIC LE M WORK - 5�-0" I t' `� .& AZIE ONC. L 050/ N CONC. WALK �• 35'_ !� N PA I _j SAND EDGE Y I / E T'(F - CONCj VINE O T TYPe2� _ C 28'- u _ v ,: LOCA ► E IN ', ,. AS ! l SCHOOL/PARK L� „� 6 �' _ l SHO N, B QUEST.. PROPERTY LINE -�f '� FEN PO NCE NIC). E >r 1 ••. �' SAND PIT DRAINS TYP. (3) - SEE ENGINEERING GRADING �' ' I 2�d' - /31' / PLANS PAVING & ; PLAY AREA R RUC J �V 8 e o ° � �,AOR PLAY EQUIP'T. m .4.- NEW g WIDE CONCRETEW LKSHALLs • R= _ ! u •" _ •', BE ADJACENT TO AND F LOW SCHEDULE, SHT. L-11 SEE ARCHITECTURAL PLANS, >r I► CONFIGURATION OF PR RTY LINE SHEETS A-1, A-2 FOR BUILDINGo O _� BETWEEN SCHOOL7 PARK. DIMENSIONS. + N `� 0 � � CONC. MOWSTRIP °� 3'Xv' 'QONC. AD � 1—rte' • ' R=s' N >� . . z N _ � , °G ORA pA RKOVAC7 CONC. PAD & aFOR "STU BO �_oo- ILA-NEU PHONE BOOTH SITE 0 b LIGHT FIXT. N P q R-sLH ' L_ fill -5 N I P. "*NSIGN WA L �IcT_ R V BIKE -g! - -� •y 3=Qa o RACK PA 5 ,, LIGHT FIXT% ' _ LOCATION0 NOTE o : ' • . _ 12" 3'-oa`. X4=5' • `� E M O VA BL � `'° HARDCOURT ENTRY WALKS, PLAY AREALARDS , �- C WALK DRAIN TYP. f PICNIC TABLES AND THEIR PADS -5 SEE ENGINEERING SHALL BE LAID OUT PARALLEL, • o �" .` _ 2 . DEE E l �, :_ - lam' GRADING PLAN Al PERPENDICULAR OR RADIAL TO RICK DUST ? r �1 F1EL SEE BELO ® - CONCRETE WALKS TYP. THE EXTENSION OF THE CENTER fE - LIGHT FIXT. LINE OF VICTORIA PARK LANE AS L- - LOCATION SEE C D SHOWN ON THE PLAN. . ; 0T t� ,.. ' '" EE ST OV ENT PLANS 1 250 _ a _0 b ��� , � --PIANDICAP PARKING STALL AND 1 ��6 SIGNAGE PER 24 CAC, SECTION FOR E 2-7102 OF CALIF. ARCHITECTU SARRlERS LAWS. " _51 1 u - TYPICAL DUGOUT F � • _ _ ,� 5 WIDE WALK 1.=� ' . - � .�' ''- - �P.� ° E V I S I O N S FOR clTr USE ONLY ' - N DATE $CRIPTION APPfiOVED INITIAL DATE -RI STREET R D 05' WATER SEWER -EQUIPMENTSCHEDULESHT. L- - 01, 5'_pN cRo a DRAIN i TRAFFIC AC SHEET L-4 FOR LAYOUT FINALCHECK ALK z=` nEFE _ R w ASCONST. '� • ' THESE PLANS WERE PREPARED BY: FOR PRIVATE USE - ~- MORSE CONSULTING GROUP INITIAL DATE 1 'l.LlM1.1C9F.IVCJ11�VGo[.U1QfCA/EAl[�Cl01SCn, E DRAWN CONSTRUCTION LEGEN _ ,, JOB l� _ .__ n ' • . 24Q-QQ CHECKED RICK D ST SPECIFICA IONS NAME HATE LIMIT OF WORK LINE, TYP. LICENSE NUMBER 60% CRUSHED BRICK FILE 40% SCREENED CLAY _ - ---1 - CITY OF RANCHO CUCAMONGA J CONCRETE PAVING, TYP., SEE _ _tSTALL BRICK OUST 2�DEEP IN IWIELD.^ ' 9c ` COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION MARKETED AS 'ANGEL* DUST' OR (APPROVED EQUAL) BY: PROJECT NAME CORONA CLAY PREPARE BY: PREPARED FOR: VICTORIA GROVES PARK . ••• •••" 8" CC�hICRETE MOWSTR IP, TYP., SEE � (714) 737-5667 SHEET TITLE �+ ASPHALT PAVING, TYP., SEE GRADING PLAN w r VONS�RUCTION PLAN E SIEVE TESTS AS FOLLOWS: . MIN. 95% PASSING THROUGH 915MM STD. SIEVE = MORSE CONSULTING GROUP QED � APPROVED. • .. MIN. 65% PASSING THROUGH 500 MICRON. STD. SIEVE LYON BRICK DUST, TYP., SEE SPECIFICATIONS MIN. 30% PASSING THROUGH 53 MICRON. STD. SIEVE Q PLAWNG 0 ENGINEERfNG•LANDSCAPE ARCHITECTURE - - - .03 EXTRACTABLE CALCIUM BASED ON DRY WEIGHT AND O , DATE DIRECTOR OF C06A8A11N1TY SERVICES DATE CITU ENGINEER UTILIZING 10% OF SODIUM ACETATE EXTRACTING SOLUTION. Z 4860 IRVINE BOULEVARD. SIM M201 �—' �p IRVINE,CALIFORNIA 92714-1299 c e WILLIAM LYON Team an T SHEET OF riL.. � DECOMPOSED GRANITE, TYP. 2'I bEE(' � IRVINE (714) 730.7117 PALM DESERT - - _ _ EE SHEET L-4 FOR GENERAL CONSTRUCTION NATES. •340 ARCHIBALD SUITE 19 SCALE: 1' = 30' RANCHO CUCAMONGA, CALIFORNIA 91�30 ,..._ CONCRETE. SO-� MD:G;E W&r Tt-I ® TURF . C'OI�. I..l�I..K�I✓+�IN� I..�f ME:�tUt�t I'I � 6.G. - C01�12ETE F�'►JIt,1G (t2>r�r=t2 � fir-1 IRISH �tJ+� G;" ;5mcoTH P^. SNEEj L-1 1 12 .� T"r��.1•E L� '�� � G. � SIi�E. 'r - ``�� �I N I�I-•I. TcoLEt;) t?r6-01d5 I�Il.lS � x II ll o,c. ;i COLIC• �iI�r=o1�I r� '�R 14� 3 2� S .IEL 636 t Tc1 - iJ IgN AGE 5TI2UCTLi"L E� , I WRQ aie Noe TUIQ F CONC. NNG CAST IN •• CoNc, RACE CYR, CUT F wm , . . l-Ec/EL II v . MEE CAST CONC. • . �I Cam, %M�tJHol.� 51:cT1 oN5 P•E NC l!w OC. . • — • . . 31.A1� LE �, I i _ _ col a.oAfk ON I ►I II II��I �11�f��qI .,. ; ! i.I '*• mNce r°as,r' coM►9°�CTE� '::. :` - f • o (� II - �r. � 5u�61e�oe - a C orM'P^G Teo 1- % � rel. a • -. (zK 42JoILZ, Cr_(nLooY ,6t4t:;) STR UCTUF,,&,- . . I STOP GeNa r'e)WS1R1P pI ,%NT ViNC ItiJ cENTr_f? ItJE Ink3 I� o Y TN�es Lo GbNC RING 1N •1R E t �/E FR ot"1 ST^ISE . VINE PLAN7NG UDCA7=1`45 TMe N Ori FENCE . ^LL RMAG SHAH. t•1Ave • I TYp TCOLEO cJOi NT I CONC, EDGE @ TOT LOT SCALE: r - t-o'. -CONC, VINE POCKET NO SCALE ,B CONC. PAVING SECTION NO SCALE C I . t GENERAL CONSTRUCTION NOTE FQ, 4 NW�E A %211 '' E� -POLE-0 JOINT 10I-61 Q.C. S r ^T '\L L C HA tNGES aF OI RECTION• SEE C 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR CoNT�L/TooL�p�.IoINTAT 'oC, h'1�JC, TO THE START OF THE C0114TRUCTION. CONTRACTOR SHALL NOTIFY �I _ � � /�N �Es� - THE LANDSCAPE ARCHITECT OF ANY DISCREP�iNCIES. CONCR ATE W LJ< , 1,. � Q�CIc,�AJ15 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO ' NU f� --�• pEGOr„tpC �I?E CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. -MoLt��t� �xp>�NSIoN NA��L CONC � � T / �o1NT, 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. �$ ��I US �'�'� DI��c.,T1oN UC7HT THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND ]✓Gr- -� GOM FIND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. SCALIER, To cxcLare/ANT Yrs-' _ hf�' nc � j J��C �� 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED 900 TO E eF, Of= WALE AT C+i^t I15S rL'Trt ' D`Q • wk II� 3 If �C�. I� i AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. OP 12ReCT � " _ ! 6 ,T C� � (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM F • Y � it 'II+ � I ( �I I! - . � � o Q I I # 48 HOURS PRIOR TO THE INSPECTION.) TkcW �L e>/,s ^T L r�E z CONT: J lfoe•-t=5) TOOL.Eo �� E�I II 5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED �DI�I�-� TYh Fj ON THE IRRIGATION PLANS PRIOR TO PAVING. V ' I 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR �bIL M �QO� �I N IS� ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. Al' 90' AN6La TO nl ie�T��i o� PC T FIL, �j`rMC.bl. pENOTEs �'I 7. ALL WALKS AND MOW STRIPS STAKED FROM OFFSETS SHALL BE W VCONSTRUCTED WITH SMOOTH GRADUAL CURVES. 8. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90° ANGLE, 'y > UNLESS SPE,C.IFICALLY SHOWN DIFFERENTLY. TYPICAL CONCRETE WALK NO SCALE D CONC. MOWSTRIP SCALE: 1-v2• - T-o• UE I 9. STAKING OF ALL MEANDERING WALKS SHALL BE APPROVED IN THE FIELD 4 W,f I,,;AL1� AND ADJUSTEDAS NECESSARY TO MEET FILED CONDITIONS BY THE PUBLIC �k cbINT l�HEE � WORKS INSPECTOR, , DEPARTMENT OF COMMUNITY SERVICES I� Lorl6 >' UJrtII`k1M t�+YEfRS cJOIN5 H* CoJKT 5L wb REPRESENTATIVE; AND LANDSCAPE ARCHITECT PRIOR TO e te44. INsT,LL FEfS Mw-44 LIMIT OF e0gFAG'E CZLOIQ CONSTRUCTION. � , ��„ G 'W T. C14A H Ur4K FEHC1✓ �N Erb^TiO11S.tez EkwI P ' REE L�iAf`� ;okI-T. r".�1 Pbr., U5TI 51••IT• L.-II ? c�olrl j- ( cg4or�`'• SAf`jD �#- �-��'S1 •I0• REFER TO CIVIL ENGINEER'S GRADING PLANS FOR CONSTRUCTION OF THE �:r L.00^TI0H. of t-AR�Ttor1 ccnL: ,I'i. tI a ro. E C1'Y1�ICAL Z I PARKING LOT PAVING. SUBSURFACE DRAINAGE 3 UTILITIES. L r- _E F- Cpr- 11 M ql_ n ) 3 3 -M Gn. &-1 .. SMeL mc-aH 4• • �M FlI•rlSl'( w I1 ToP-f t�+ , M� 0,4FK REt��) IZ 1�1.os. 11. REFER TO STREET IMPROVEMENT FLANS FOR CONSTRUCTION OF C-^LV. FAIL (TYp) Z - , .., .•.. . . ... WA ADJACENT: . is 3 3I IIdt�Q ,.• . : � li'f AND DJA ENT 810E LK& A �•: ' . ; . • ,G R j; NOME 12. REFER TO VICTORIA GROVES TRAILS LANDSCAPE PLANS FOR ' • SLjpF,&orIG coLaR s9&1,L, m^TcN CONSTRUCTION, PLANTING AND IRRIGATION OF TRAIL TO THE NORTH • an 6�L�J PxT�(1'YF) CoNTI�I.�Tc 1oL�Y oN' Coll.1R ^5 NV j 1 UFA<- OF THE PARK. 12'h11dE rpt-z.!Et�E �•IoINT ,?YP TLN41� 4 St -.G F Y ` 51r•iILAFl TET^L E, '�' 1JE5rE14�I ` psP 7l�-•TY Cc, 13. SECURITY LIGHTS SHOWN FOR LOCATION ONLY - DEVELOPER TO PROVIDE 44.4 E. WA5NI NGTo1'J ��EET 1✓� �� CA ELECTRICAL ENGINEERING. „ 03) 261- 5171 14. +' REFER Y!f STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS IG'-o'' r +eo tr•cK�WP w/ FOR WOOD ARBOR A SIGN WALL CONSTRUCTION. T�1�LELEb OND �` ` NP 51�"W I S7L a.71`1C:LJ4U( I Erb C� C-CIC3ZbP-19"TTr1e�I-&JI-I-VV••tS+Itia ru-L�xrlv��sNr,�r N'�TTERSotJ-WII.lI 1�3#1536-f5-el l R E V I S I O N S FOR CITY USE ONLY a► a�Gtt�ToP ^� 15. CONTRACTOR TO COORDINATE WITH' EE Corl3� PInN, SH?- L �. IN�T/�L L PCR CURRENT >�RLl K OUST i� o ° GSI IbLE 1�15KETt I.I t✓r°iCK�YO7° ScALS RCpRTf I"V�►.lUFi1CTlIR�R', RECOr'iP1ENGY�fIS' Ti1RF- F6 }:» rC \ ON ^WRp�n 5QUAL TELEPHONE COMPANY FOR DATE DESCRIPTION APPROVED INITIAL DATE 5'-cI ulr� nn L- t.1�-•'•t U Pol.t---i-I �Nt-IE�.�Tlott INSTALLATION OF STUB-OUT FOR STREET OF WFTJ'�l•t- 5^CK5Tb;o��/�I� MEDIVM MOM - + OFI c�011'IT TELEPHONE LINE SERVICE AT --- -- _-- ___.--.---- plNt I 4.r/ Q�NT?Pol/Tc�I.ED �lortl'3 a a'-o' x. I°t.�ce b�c7csToP b^oe �" c; b� WATER SEWER C 5EC �KSTOP L A)Mtr b"W• mw s• eCH� �e a i o CONCRETE PAD ADJACENT TO ? }{ oUIRT .,°lb .LL CC RESTROOM BUILDING. czc DRAIN f - �- ✓'Z'' �-1 �1� ry Co1'C(�-G� TRAFFIC WWM ctNTr_RE1� IN 5L/N5, TNRcu-.+d- FINAL CHECK ou•T - /�� R W r- -- - '1V6. CONTRACTOR TO COORDINATE ALL, AS CONST Pr.7'TE��o•I-:AtUiwsb »I:Is a`"a UTILITY INSTALLATION FOR THE acrc3ToP "sTir.a_ te+t s'-o" wlre 0040. W^Lx RESTROOM BUILDING WITH OTHER 4.MluF'GTL•R..R'� xti,fo � \ + CONSTRUCTION OF PARK ELEMENTS. THESE PLANS WERE PREPARED BY FOR PRIVATE USE I Z`- MORSE CONSULTING GROUP ASO INITIAL DATE 4 /LAAVWVG 4 -n,K DRAWN 2113 AIKIIOR r MOTINb JOB NO. 1C CHECKED OU►.*12 p Io P-C NAME DATE _ HARDCOURT LAYOUT NO SCALE G LICENSE NUMBER FILE i CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PROJECT NAME • A �,Jcl � PREPARED BY: PREPARED FOR: VICTORIA GROVES PARK 9-a 1 1A. -W-Cr SHEET TITLE t CONSTRUCTION DETAILS MORSE CONSULTING GROUP • APPROVED APPROVED LYON PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE DATE DIRECTOR OF COMMUNITY SERVICES DATE CITY ENGINEER 4860 IRVINE BOULEVARD, 14-)2#rZUI ,��� I L L I A M LYON Tin rrr r cr,�� r T IRVINE, CALIFORNIA 927141299 1 IRVINE (714) 7347117 PALM DESERT' j f SHEET �4 OF 'SOFTBALL DUGOUT/BACKSTOP LAYOUT NO SCALE (F� AS40 ARCNIBALD SUITE • RANCHO CUCAMONGA, CALIFORNIA 91730 DRAWING NO f i G IRON MO J TSI t OIC , I'10✓-E GCO-X 7-G OI- - r _ _ _ '�`o �otiST, �t�►rl," lr. L=� _ -' --� -fQ67ATiN0- NJCdll'I4oL/TaDL�D - , SE ?1 II S TH �o4�15L� k' lb I II oINTI TYP " f•o Exf�c , ..cz.a , ,oNF 1"1�NtJF�°Ic'T-JI�EI� ` RECaM1`'I f=N�f�T'IoN�, °-, 5 -7MolJI�lTA-A FotQ GE qc,� IG TAE5L.E fzA At,� - _____ -- - - -- -,-- - --- - r -- - - 1'-'lona, 2.�-X F0T, �T'1 Or�I�NT.�,TIoN of �'r.I�LES• G-nNTI�-/ TaOLEt� Jo"Tl 7-1f. • QUIC'k CRETE 10R0t5�JCT� 10 �FAGTU14L�R 'LIST' PCNIC TALE SET- CCLOf�= fl . . c : •' •• .. • . • . . • MEt�1p�T-Ior`1S. UnITiN� • IST �L Ism '` . • H���r 2,4" (b� Torl CF P^N� • ••' •' ' : �• � � _• �• I-511 •'. " '•' • . t \ � . •- '. . � ,, _ '0 .. . . 2-amu —c��lct� cl�Er� I�bUcTg � o TRO i 81 ;I • • S o T1-} WELS _ ;•_� - • : I N, M oop-L 1A' ll,- y TE GoNThINF f fOErIC H two \ lipg o < - ' • NATU I�,L, COY Cbloo R sT (z TYp) �. TEg t�Elohl. •, I I •; - . I(i 1EIq 1 �) .• (. E i� • ' • • • t�lnti' nd5 SH Ob.1N .•' ; _ __I _ •; _ _J . _ R= e1 ISE rlc+-I O I� i - . ' • RSR L^�LJT CN CoNsf. • •' • . PLAN , SNT, L-gyp QJ � ICK OgEre FfL1cT'5 30� CofJcIgETr "ALK I ; I . r Ic r 'l.E +'T SLE�ECr� Tr�lL b, Y _1 I 1 I '• : G;1. r JT1L+�✓ 1 ✓�� le wive C404C 0 • ` • : • 6 W O M GM SMDoT� T>QOWEL !°�I�p .• 9MIG��'i-I TRO l�lEl. FI rJ I5H • - ,. _ CCS � To Pr-- 15 vJ 10TN It I' 1 . . ,•• - - 25' L�N5T�•�i , Wiz'' CST{-I I�/�x� - GlaNOTEs . 1 _ � �" �a W W M C.J✓NT�f`iE.� IN Sl.�� �l I THI. I - col.oNlAl• ALL To ISE M Ex ICO EofQGE .� _ MvtDEL 75 006 ' i I o.. !'I CLE^R. �IJiNo ReKHeTER of SL^b76 M . . ' ' 2.C -e*16 RMFE[EJ a CQ�1TSR M-.ANTs cT� �•Ll. �rrt�T1 E ►cATlor� A9SEt1�l-1' ' Wt-.1 M CENT'E141 t� N AS eHor�trl f9::)g INPUT aN I4E T� ' �oNST', p MANU 1=�TU�ZEt�'� S�EGF1^ T10Ns. V c�.11c� Ct'�E E I JcTS il"IOI L I�''rl CONS MUCTION 5W-57 1�.�.N =oR r-X Ac �,ccAT IONS q ,, � 1 T l.- T f� IGNIC resp co+���ET� cool+!��,� t ►��F,4cru �.JasTE C.nIJ T,�IN!✓RR - f�TU Rr�L c-�E ' �o i eiNT p TSL }�ECOMM�N'GAr1ON5 , - R T Sol LS tuff RT. Y T , ►. cr�,J� C1 f� ti�� - Tom'. o1�41ENT�TIo►J o� T�L.>r�. _ �BjTOT LOT . SCALE. Mi8 T -o.SINGLE PICNIC TABLE PAD SCALE 3/8• - ,• o• A DOUBLEPICNIC TABLE PADSCALE: u4• = r-o- @ ` _ • • - I TtcrJ tom. A-,6� LIGHT: . f.L,R 125 -►5QS0 Ibt7E' � VAr�lt�al.-LI?ly - INSTAL • R M�Nl1�AGTl1f'QERS t�EGO1`'1MEN�TI0�5. �s1�t� —L�t�9c� sTiR�TL��/r-lEXlco �6e cA i31ZE � f`�INF. t5j' S�UCT Ef�i�.—�tJ t.AEI�E T�II'S0U G+N : ; - 'Iq�sTu FF'sP1RJrJ� w>�5 (4. Toy. ,) C,°+�Sr I r1 -F'�•�E Mo00EL .4{�j �I I) II 'i O - '1bT�L LIC•-�t-� I �6 Cates EI�T; T oP BSE�E�rJ 4175 (2) �#•xA l33 E. � coir. 1°�•os. To OE )=Lu--NN4 b l�cofyC. a II 11,- I 4155 TIGCR (1) 1. GC,NC• ( 7`l�lN6 ,CA qI-723 INSTAI.I. I ER t„IAPll1F�YLaF;tR'3 a �1. • 81519rc6-161 I sEE T �y�p : ' . - _ \ RFcot�tr-1ErJt�n7loNs: 3Cl.Rti I 000� • QUICK Crf F-7e t9:gOl� Mot�E1. `A� -. E uT ec. wr.u�s _ �-o - 4n a d ;' .a�°• • W^6TH mNT�1N - TT L 6RE`� I �� , SHT t,-4 • ,• �� tlD1rI;T'IJa •PvJD I.IKx RN I� � -• N __ . _d _ - Qr..7�E �Nwl► ERIJ�6 GRh1711'�i }°lr`l� • • - IRI.:►4 I` o(AT^A Fonse 1WD D11lmFze,' v - T I �NI►6E IN TbT LOT N�iEA' 1• ' �� 1. M00FIED TOT PLAY e w • I � , IcTuRe • C.oMPPcT 04 REktimR ro _ - I� •_ NJ�T L 1°Etq ti+P,►Jc '�Tur�Erq's SU 50T bM cr CK'Ak+l N G 8tr'Iz�TH T�yJEI.ED �`IO � R � RECoMMENI?^T+oNs.v �- � - •- ' TQT t O 59IN crxlc. il� CoNol, T�L.. ' � 1 N:JoI�T ► I ' . - • !�1■t - ;`x' 'w�rr � - •.. •, t`l�'�T�-1t`�' L. STRI.IGT.It�`J `HOZ-Z ' • - . . I r� PL•ATFo^M (2 ToT^L) .,t y r-�, :. '.• • . • - _ _ - WALK DRAIN NO SCALE Ca V 5EE CC Sr. Tom`" I Ew�cT • • ' F_ - -, •.:�+y1t� . ' an"mu •• Gid. L i�T ► ,c,r N 170-�- E 1Ns'W L l,er."+►�'1O1JS o� Cbf�, � �?!R : • �� • . ' • . '• - .• le- - ' - •; • . • • ' .. b1`�N ( �!�'�• tie rU,Nu TuRen'} . U61+Tr1® 5� r1�Rs. • • . - •�4 , . . ltzAi�..�. 0.- I-o' I_ CIT L ) - . - • ' • '• ' I7'0OU81E STAINLESS �► S -- . 2- t'IT 1a��Ihl spm WANE sun u PSR GE�n 1 , : r sw(LE 6 _ .. • Lel �` - G'O�Sr• f l.f�N I~ F�GAIST - 0 NIL pec Sawa SALAAMlo' MttJ. 5 1- .• sllrttr RAIL fit _ ' __ - - _ i. ` . ,�ptNO� PAIIQ i�• lI• 3f- 3f• 24 !24.12' ? TQC- I Q• .- I Y `r If • _ D :. ': R>»a » + CAT1FJt WOOF.. .. s� coNC. BIKE LIGHTING/WASTE CONTAINER PADS SCALE u8 r 0 . . ,�: _ • ill - a°w►'ir■e -`• RACK PA O. 5EE a`•C? �I I II r a•• aRArL TJWA L I F'l+"�1,.�F I T L-3 V • s s FOR LD�CATION C.�►1a 3U.e 4 Fczrnr " . Wert SOILS REFOR7 IKEcrottr-SEN-. A>N'rION�5 I'11NIML11•1 1DlIMENSIONS gI-fo6Jrf. BIKE RACK NO SCALE H LE�/EL 5E EN�It�I�ERING N -'. • . • ,, pt S PSTE1=LIFT R E V I S 10 N S FOR CITY USE ONLY / 6m^1O_,+IVC7 1 SNI�dlLT5 MGVEI. A 254 DATE DESCRIPTION APPROVED INITIAL DATE III S TI<EP , tx•Tlor�19 �_ RTPI taMrtEN- + STREET ru �e F=Aamc Ta ENC . y Z WATER SEWER 5L.0} E TO Wi/W�T� N I TRAFFIC �AIN • y If�oN.,/t��NTAIN Fca�t�E }vt� e�,IIL�Ef�S • .. ". 1 11N• 3� / r1 SWI11 -^ I�1rA 1 7TRUGIRZE - -I L-15- 1�'IrJ����' FINAL CHECK G _ M�IJ FL ,jhZF.RS ENU •• U �G"' �� A��' AS CONST. 21 i �O I i THESE PLANS WERE PREPARED BY: FOR PRIVATE USE { , �'11.,1,�„I7 MT kJ�"1'F-� �� �lAf"tET�fe 6f� �-- MORSE CONSULTING CROUP INITIAL DATE _ rT 1 RAMr11C JFJYGiIFfJdMC 4 p[.UIQICA�E0 AAQf/aR� DRAWN Q � CHECKED NAME DATE I - - LICENSE NUMBER FILE • • - TOT LOT/PLAY EQUIPMENT LAYOUT SCALE 3/32• - r-o• CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION I � Q �• I mut> PROJECT NAME !' L•� ' ` `.Tw. PREPARED BY: PREPARED FOR: VICTORIA GROVES PARK G0tJFi54QtM To sI5cT1oN 2rx�-1.5 41- Of= C Q ^ �FC 1�1 n^1� SHEET TITLE 71 ' :CONSTRUCTION DETAILS - Ma WMORSE CONSULTING GROUP APPROVED APPROVED PLANNING •ENGINEEMING•LANDSCAPE ARCHr[FCTURE LYON 4860 IRVINE BOULEVARD, SUITE#201 rc,,*tVeavey DATE DIRECTOR OF COMMUNITY SERVICES DATE CITY ENGINEER IRVINE, CALIFORNIA 92714.1299 ��f16W ILLIAM LYON SHEET OF ,,11IRVINE (714) 730.7117 PALM DESERT' jj0540 ARCHIBALD SUITE 0 GRAVEL DRAINAGE PIT @ TOT LOT NO SCALE E RANCHO CUCAMONGA, CALIfORN1A 91730 DRAMNG NO er x 8`I ELECT O I.b (F*A LV. �TtE'L Rkslas co V b1A T+IRLJ lRoo er L^1R6Eo EACH RIN To ��/E 21r FLAT kL %5HERR 1°t,ArJ v1Eb.l �EL•ow d'+ e_ 'i dN r�� FORsllr�.S f�cT. a' - -_ ..- -IgIN6 � �Pc•� of E�LI�C�. Nu - . ICTORIA GROVES PARK TY OF RANCHO CU AMONGA C 5 -t�I�►CE I t ^ T-I1J CoI CI'QETE i,-I 1. ►�V ! • 4 t �T TERED w ► lAAlls ^ _ ���n c•ol�� orb Cva�TIc�L. sul��cE / • - ' a- oN LY7 ro C'�E t�IrITEI� To MAT�•I t4t� 51�I,I L— — — — --� ATTER AT TH>✓ sAME f�td6L.E .mss . '1 HF- E NCe OIu THE FMvNT "AA-L. I N L.ETTEf M NUM�1T� -�t,�, I' e 3/g'X d'Y, 4" X 3' E� td-T T�IfZE� IN-P W �'""' `. , _,pE�-P• 191,INT AU, N=c5Eeo c5JR!`tcE� � igMERITOPIEI I�rj• I,�. • V bo1-1�. AL� W/ SME SIZE E`(E I�oLT 51 E I SRP. rsREE N 4k I T4 THRFF•Ai�Et� It�ITb 1R1 HEA1� SN IEI,i� IN C�bIJC. � � ` TLxTUl4J0 t4JR-ACI: Fi4GE c� "-LL CALM � akoWN. C� LCC+ 1°Ro�it� by CITY 140715= 15'rF_b::;LT5 LoctK �I�N r.i-� Fn�I�N �M ,� cork w LL I�r ---�— To me '.51 bE OP OL.L,AI�',� /'�y.lA Fa`i01"1 ^RJES ME �--f'bL.rUReeT1N�C L CT ittga <*1 ftvt^L) TYP. - ! _� Y C-OKI&�l NIC FLAW No1Is MAIN FLOW of= TRo rno a " rlrx.tweT n1- - I a �; Nc 'b 5URI=,Aram TEXTURE✓ Ta bE Nf'f \ i I ,� _ I r 6Y L/JJt �AI�t fHIT6C'( o-o1 Mi ab a� Rr UtJER Tb Octl Y WI-CIT E of , a• v• _ �r N Flo CLIUr••roN COMML ITY — cLf4 MwAcvs �T Cr- 6 aCf�I TE coLL, ,R 516N l-L�TTEIRS •(o DC Nfrl,�lET1U DOI.n NoTe= -N III v• — r II t5►r«lt I'o.c S E ox R To ISE TA►L.15 5F E:8T rG roR � — t�M �8 oN Af' f-V� I I � A� PIQ Tt✓ I S X 8 f"1E I I 't a -`►+}� `3Q. Tnl, sL.EE�. N1.D1.1 M N *, t�t.,�l v�Fw / I?..�•C+a wi.Y cbNT�cToFc To p141oV1t�C SHvP �cTtoN EIEvnTtoN O� t�1�12Y o ` Abu CLEApi, IcE oN ALL 51nE5 bETWE H �` _� 15- 44 ++awz.—iI I! t w�Ncs. dr -la T. Imo`-T �f�I �.�EvE. 6�R 3 }Re►rJ�Ofl t�CS SH Ol�bJC f 6N kW.L f S ��R �-L- ON�3 ✓►141: A19�oXi MATE,. 5TKUCTLJRnL. ENGINCEIC. KEF�R Tb ComwnIPdslbo E* O,ICs. J _ �I r � � � - SF.�T►oiJ A ALL rcE �•kC w �N� sr•�p --- _ - /.� C •. .L E Wl RE AL. �•.I/sl�r� L.ETTt; A 5wtN SURF ( EPT" N _ a�cr�o mss, LETIeRZ t TEXTUREn — - —— - u MU5T- eF_ I t45 ALLF� W 4-o" 5u+��ce Tf�cT-L1fQe Tb t cH CoWc I,, � L) sl 1,4LL 5E FAINTEO W M !N HE ��CTlahl lr.la�s ICK t1o�liar~I�.IT- 51eN1, CL EA '.rlc E eErt,.IEErI THe T �V"1ER ITaN E' C flE16E *288E G k REMOVABLE BOLLARD NO SCALE A MONUMENT SIGN — SECTION/ELEVATION NO SCALE B MONUMENT SIGN — PLAN VIEW NO SCALE C 10 . I_�i► EQ. 2�_ II f-- 3�C�o f4�S C.blY�li°�S f�R •C�� ate. �VFOPTIi4G,TTr, �� rE�LS 1C,F. E LEVA t 146 teTkl�l SO-FTtRZ W - - - ,_ n _. r �t _. _ _ _ - _ _ . _ ooISR 4xI2 �A'�'1�. TbEtAL. I I 91-d 9 o 54T L ro otR a4EF*N54 fe SCALE= 1/2 •1 --i� + NAILS . _ d g?�'�Gi••I L1�A'T ICN, �N � � � 11 `•�E �ST� ��� - - -- - ._ • ' �3X� Roy �#� �E RAF✓ERs �9"oc. `�" 5-v 5N T.L:3 F� LAYOUT — ToE4 �I Lr Iet�F IR`0 T�4x12"io 13Ei"t 4II k roles I�15 (1 t:�. 51 PE) - QTc Tom"I L, t�, T' L �� 4-x 12 R05 �1 t'�F I°SF�aMS g . • ..' 601NT1 No /410 � � Z � N°�+�)• ^TT,�+-I Tb �t)T-- SH �! T+-•1 R 6�LT5 g ------------- o X n r-ts > } • I Vs ALJ. T'+-It�.1 �oLTS t,.�/ 4 I& J f . • `• .. ... - .- M►g L,LA�L� hJA�1••+ g r1OT�+� q x I� >" �1 -I To - - - • . FbST"S To e)E^t f Cbr1t4�Tfol�3. ECE►�11E. 4x (Z 1•M 7v� 5-oN ( C4 I I t �TTAG� 4 X I2 - 'r4Rol a>e, No r u ,.,,i`'ttJ..L •L W�St-I E 1'qS C?/4 T� V '"T pr115H HA44o - 53E Z 6A•l.v, ^Ww� s 5&zH SI OE a CvXG t�05 1Q 0 1�5Tb - r _ SECLJR� Lig 3/8u X I •I +!4 foERI�Efq� 9E� h1 +�En k4 Q - WCC 5c REL.15 - I�C.I¢�w t T I rl� pL.AN , -SE LSC • - IRdr K Oh SCALE v 2 •a -o . = C - LOM IT•a• Rloc'K. CJ � r �tJ0 TOT LOT. � l.+•Nt -�, E ca�19T - t Er1lr �t ENT Gln_ �1 l M=x Ico FM&E MOM L 175-ao5 'c ow-w Il.' FSR f�sT To TTN e W000 15ENC H ES . roxG m05 i�ok;ncc �'EE .�ET�L b 5H T- L.-4 � • al TRo1EL 5%elo , TTP �-� co � aim) �R f^vI r� � 4VERI-4� 1=ITJ15H �M __ STf�L1CTvl�� j vN �LVI Tt mi � �/ r . M�al,� w� �s CZ/ter I� PAVING @ OVERHEAD STRUCTURE SCALE: vs , E I �T I�� kx I�GfF1 T " t~IEI,I�Es� �NCNoR �oLT ? PL F1R C✓`6T INTO (�T'IN6 _ pmt iof� hid 11E" �s Tb t�E � � 5 �1 6 _ CALE:_ f-1'-0• 1-t� SDE. _I -� = I�I ' CZ tE1`� ST'� Fs, R E V I S I O N S FOR CITY USE ONLY c r # 3 T ES J �� ��I� (' I I, 'Q Ii Q �x�P •'-"� �`�1� \ 1 �"� �-" " "�1 \, DATE DESCRIPTION APPROVED INITIAL DATE (HT1^L I I 12 0.c. 0 d . 4KIG f�i0•SAl7>Ll6L.AgFIf� ��p��.yp� G4 .�. 4 `�' KI) F�� �I. (�Ii uC �� 1 �� , f ����. c �p STREET fSF .M Q E/rCN Ctb?PVt �I Y�✓� .,71L�L� log I i I IN I N —,5,x J X 7 1�o X I F G H E 145 'T C7'�L v ��I M� 5 ..7 i I�—m I o5T) WATER SEWER 11 III SP^�EO - }�V�I�TI�.� Y�Lr C �11�1�Cv11� C xKI ..��(L'I�LY. GRD d DRAIN KG Ro9 RECX.JoaiV R7�T`� Lf �`� ✓ � ri II( I �. �&EI_-F_ O -14 I IE 1� AL T �^T_ � � F-5 � 1�l•Iv TRAFFIC (.+ FL1g lo1gNCR G�M 1. f 71 T I Q •T 1 V FINAL CHECK 'I SEI.EGT efV+t�E "ne'5 h-4r IIrl f9R'3T - _ © 11 1 O� 1�STS C4 � I�1J• R w ,x IZ �*I MIR 511 1 Tq of I O - I - . e1•.w cs I�ag� i rJG, f kem^N I He � . ' w I WELO (4) V4"x 12" LoNC SNC HO R �LT5 b,.J/HooK5 �s CONST +-joA �oN�•L -net) c- I� �' TO CoTTom o� fvsT DoE f°L.,TE F�I� I�9TALLA- THESE PANS WERE PREPARED BY FOR PRIVATE USE 4�x� I�.� I�tJ4I6Fvg SFS•-L �E f'�`�c- 1211 I cL.t�. TIoN INTO CoNOWT_- �Tlrlo- (4 P,NcHoft 15oLTz/ INITIAL DATE R"r�,• Yoc. T. — �' TINd• A'13) MORSE CONSULTING CROUP M.4JWRG J 4�Ol�A AO AAL7f(7Zm DRAWN 9xG ► Qr sLzwNI r FTG. _ 11 CHECKED 14 M4 R�TtR5� CoNc �FiP4 2-6 �� ����� - ^LL WEL05 5R,&,LL 15E �(0 MINI. •4x C45"C61•�I�SHOW* ,,� -� AN VIEW _ M NAME DATE MI N. 3 Y �+ #0 SCALE I LICENSE NUMBER FILE CH ALL- STEEL. bom'^ TY 6 M ItJ. 2 hI . �ooTlt ,;^,.,,�., --- --- --- - - CITY OF RANCHO CUCAMONGA kll.I OVERHEAD STRUCTURE SCALE AS NOTED F COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PROJECT NAME PREPARED BY: PREPARED FOR: VICTORIA GROVES PARK w SHEET TITLE 14 X 16 Ro5*j OpUcLi,s CONSTRUCTION DETAILS 81 MORSE CONSULTING GROUP APPROVED APPROVED � ''R�°'Q Lyo N PLANNING ENCINEF.RING LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SUITE X201 DATE DIRECTOR OF COMMUNITY SERVICES DATE CITY ENGINEER • IRVINE CALIFORNIA 92714-1299 1-M 16 W I L L I A M LYON rr�jr a,rr f SHEET OF _ IRVINE (714) 7347117 PALM DESERT OVERHEAD FRAMING PLAN NO SCALE E 8340 ARCHIaAID SUITES RANCNO CUCAMON(iA, CALIFORNIA 91730 DRAWING NO I �s I ---- ` r w DESIGN CRITERIA AND CONTRACTOR AUTOMATIC CONTROLLER "Hu8i"Ju RESPONSIBILITY 2/ 16•STATIONS CITY STATIC WATER PRESSURE: HIGH: 110 P.S.I. LOW.: 95 P.S.I. r, ELEVATION OF WATER SOURCE (TOP OF CURB) : 430 N EPENDENT 115V GOCYC 2 AMP ELECTRIC 1 CU1T TO BE PROVIDED BY DEVELOPER I ME ER SIZE: 3" SERVICE SIZE: 3" rO BE LDCATED INW1016 PLUMBING C ASE. •� E OF WATER SUP LIER: CUCAMON COUNTY WATER DISTRICT X CTL CATION TO BE DETERMINED i THE FIELD ESSURE DATA: EFER TO PUBLIC "TER IMPROVEME PLANS EXIST. ELE T. PEDESTAL PROVIDED NDER STREET- 4% IS T VERIFY CITY STA IC WATER PRESSU E WITH WATER SU PLIER BEFORE SCAPE TRACT. / ♦♦'` INSTALLATION. F DIFFERENT FROM NOTED ABOVE, CO -TRACTOR IS TO N TIFY OWNER FOR � INSTRUCTIONS. AILURE TO DO SO OULD RESULT IN ONTRACTOR BEING ESPONSIBLE FOR CHANGES THAT M GHT OCCUR. 1 IRRIGATION SY EM HAS BEEN DESI ED FOR A MINIMU OF 95 P.S.I. PRE SURE AT MAXIMUM 160 G P.M. H 12 r o , 2"BACKFLOW / �� / a ---!►� �° 0 ASSEMBLY 0 i • 0 �, Ids." ^ . 'id' ° I �' Po.c. ro 3 NGQT£R • 1 I N'�C �1 METER PROVIDED I H 8 / q • g \ a BY OEVE40PER H 4 00 JI TYP. CONCRETE PAD FOR , •• / • .� • -.. ..••••••'•• i LIGHT STANDARD 220 U .•� 1 • . •;,,...••••••"• �y u X30• 2a : { �� - ••• • �r • H9 21 o' •'''••- •. H3 I Iia I 21v I '12 �� ................... • � / •• 2�a /� 11� H 2 rL `� �: 12 12- • 1 • I'�2l iM /� H7 lie H I I�,• 211 (R)l Iii I,I� ^I� 1 j I I Ih ,1 �„ .Jl�� 1 %I N ap � = lit 2a � �,1 �' ,•,. d 41( J4 i � ��� - �► '� �- J12 4-85, qRK lq'N 2jo J8 co 0 Ile 3 197 J 13 lea O o • 1 ' 19 v' 2 212 ':� q 114 I110 � . I � tl 212 - � � �2� � 12� I :•• / • o nll '11c �'� •.� 'd /�� �� � �.'�." � ��'" I ,�� I,��M- ,k 113•� ,.;• . ' 1 J I * r — u� ice• J6 90 � �, ! �.• it (�`� ``� �'�- zb ' 19IIA ,. r 121' 21 �K , Zlo' �'� 21d ` •, /�11 �P -. •. . � - . � 211 I I�u _ � ` '' � � ..••''• � '' � � 121' •• NOTE: J SLEEVE UNDER ALL WARDSCAPE — — 1 g- 12 •- �� �� ,l� : J rJ , , �,,,.� - .FOR 1RRi"TION MAIN LWE. M • � - • .. _ , . 211 1 .• . .. . _, ua•••:• • •--•-u • � ... • R E V I S 1 O N S FOR CITY USE ONLY ♦ _ 90 _ DATE DESCRIPTION APPROVED INITIAL DATE ' . STREET / WATER SEWER GAD b DRAIN TRAFFIC r ' FINAL CHECK AS CONST. . • THESE PLANS WERE PREPARED BY: FOR PRIVAT 1 IMORSE CONSULTING GROUP INITIAL DATE 1 PLA W C O EAr.NWJDt MC•LAAWCAM AAG/JSG7L W DRAWN • Y ' JOB NO. 240-00 CHECKED NAME DATE CE LICENSE NUMBER FILE O rYP. INSTALL ALL VALVES 6 OUICK • CITY OF RANCHO CUCAMONGA COUPLERS / AWAY FROM CURB OR ' COMM,UNITY SERVICES DEPARTMENT: PARKS DIVISION HARDSCAPE PROJECT NAME PREPARED BY: PREPARED FOR: VICTORIA GROVES PARK SHEET TITLE _ 1 #�RIGATION PLAN = MORSE CONSULTING GROUP QED D PLANNING •ENGINEERING•LANDSCAPE ARCKrrECTURE Lyo N ASCD 0 4860 IRVINE BOULEVARD, SURE#201 � DATE DIRECTOR of COMrwUNITr SERVICES DATE . - CITY ENGaJEFR ASSOCIATED IRRIGATION CONSULTANTS 2 IRVINE.CALIFORNIA 92714 1299 AeWILLIAM LYON Team aint � SHEET -� OF IRVINE (714) 7347117 PALJN DESERT � ,� � • .- 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIAv •640 ARCNtlALO SUITE 9 i a 90025 (21'3) 477-6625 SCALE: 1• s 30' RANCHO CUCAMONGA. CALIFORNIA 91 .10 1 ���' �-• � w i' QUICK COUPLING VALVE SET FLUSH WITH FINISH 9 / 3"ABOVE FINISH ADEIN LAWN AREA SIDEWALK,CURB, ETC. IN OTHER AREAS / 41 -{ FINISH GRADE SIDEWALK CURB .� +�M LAWN AREAS GEMMAL LXGEM ETC. •�+'' It , SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE "GR j�. FSH GRADE BOX TO BE PLACED ('.APE EDS AT RIGHT ANGLE TO 12N • �. �i SHRUB AREAS . M►�' AUTOMATIC CONTROLLER ASSEMBLY ps , . P.O.C. POINT OF CONNECTION SPECIFICATION Y4 TO BE WALL MOUNTED(sECURE AS 12"x 18"PLASTICBOX AND COVER WITH PER MANUFACTURER'S RECOMMENDATION J I ••.... ..... PRESSURE SUPPLY LINES & SIZE (2-1/2" & LGR) CLASS 315 PVC SPECIFICATION LOCK TOP , 1��• • _ •~ i�9 STAINLESS STEEL CLAMP "" CURL TYPE EXPANSION LOOP(MIN. 24") K� _ _ `� ; : �`` ••••••T •:•• PRESSURE SUPPLY LINES & SIZE (2" & SMLR) SCHEDULE 40 PVC SPECIFICATION COMMON WIRE SHALL BE TIED INSIDE • HOUSIN6 WATERPROOFED WIRE CONNECTION Z --�— NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION CNRISTY'S I.D.TAG (STANDARD) ;, C 4 ` ` ;�� " - 4E SIZE A LENGTH AS REQ'D NON 0 SLEEVE FOR CONTROL WIRES PROVIDED BY SECURE TO SOLENOID r - I SCH. 80 PVC NIPPLE DEVELOPER FWTAIL LINE FITTING S+ ( CONTROLLER SEQUENCE ELECTRICAL CONDUIT TO SOURCE FINISH GRADE GALLONS PER MINUTE (CONTROL UNIT ELECTRICAL REQUIREMENTS'. LAWN AREA I�y� ,� ' SCH. 40 PVC 211 REMOTE CONTROL VALVE SIZE IISV.,SO CYC., 2 AMPS.MAX. ) A�, �I ELBOW SCH.40 PVC STREET ELBOW PVC LINE © NOTES: AUTOMATIC CONTROLLERS RAIN BIRD ISC 24 DETAIL NO. 1 1. COMMON WIRE TO BE WHITE a CONTROL. FINISH(MADE WIRETOBE 13LACIC IN COLOR. SM"AREA � . SOLENOID PVC SUPPLY SCH. 80 PVC NIPPLE @ REMOTE CONTROL VALVES RAIN BIRD EFA SERIES DETAIL NO. 2 2. NO SPLICES SHALL BE MADE BETWEEN 3 - ' •y';' •��' '� o"� LINE (SiSxT) SIZE a LENGTH AS REQ'D CONTROLLER &REMOTE CONTROL VALVE. X .; ,�,�.. +'ice' : LOW ADJUSTMENT FITTING QUICK COUPLING VALVES RAIN BIRD 33 D-RC DETAIL NO. 3 a. CONTROL WIRING SEQUENCE CORRESPONDS '' ;�'� i. C BACKFLOW PREVENTION ASSEMBLY B P.A FEBC Y + TO OPERATING SEQUENCE OF REMOTE ' A/ \�►s' (MINpJEFT) 1` ® ( .) 0805 DETAIL NO• 4 A5 LERCONUNI VALVES & AUTOMATIC CONTROL- PVC SUPPLY LINE ^ LER UNIT STATION CONNECTION(SEE PVC���MALE �� IRRIGATION PLAN FORCORRECT VALVE ( 2 PLACES) w GATE VALVES (LINE SIZE) HAMMOND IR631 DETAIL NO. 5 II SEQUENCE). PVC LINE PIPE Q NEW WATER METER PROVIDED BY DEVELOPER ELECTRICAL TAPE-TAPE WIRINGS AT PVC ELBOW INTERVALS OF 0 FEET ON CENTER �P'" \ PVC LINE PIPE SCH. 40 PVC STREET ELBOW DENOTES CITY STATIC WATER PRESSURE COMMON WIRE PVC SUPPLY LINE FITTING(SxSxS) CONTROL WIRING(AWG; OF* 14) SECURE FINISH TO CONTROL UNIT AT TERMINALS CONTROL WIRE SPRING CHECK VALVES (RISER SIZE) VALCON ADV FLOOR PROVIDED IN CONTROL UNIT-UNLESS NOTES' NOTE: USE TEFLON TAPE 2"x 2"REDWOOD STAKE OTHERWISE NOTED I. V4LYES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NIOfED . ON ALL THREADED (ROUGH ) —+�►�— SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA.PROVIDE A SLUICE A MIN. OF FITTING MIN. 36"LONG OR AS SITE 1 CONTROL WIRE TO EACH 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. I COMMON WIRE TO ALL R.C.V.R.C.VS 3 APART. REQUIRES ® REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAIN BIRD -EFA- CP-PRS DETAIL NO. 2 E TYPICAL AUTOMATIC CONTROLLER ASSEMBLY r?'*)IiTYPICAL REMOTE CONTROL VALVE ASSEMBLY 'S TYPICAL QUICK COUPLING VA LV E NO SCALE ( WALL MOUNTED TYPE ) J.R.-64 NO SCALE ( STRAIGHT TYPE ) JR 7NO SCAU ASSEMBLY JR-85 TO BE LOCATED INSIDE PLUMBING CHASE. 2" OR AS NOTED GATE VALVE BRASS NIPPLE (TYP. 5 PLACES) 1 SIDEWAL.K,CURS, TEST COCK(TYP. 2 PLACES) ETC. DOUBLE CHECK BACKFLOW PREVENTIONBRAELBOW SPRINKLER NOZZLE SS . . i ROUND PLASTIC BOX A COVERCQ ..• LN:1 COVER MARKED:RRI GATE x 34SPF- HEAD BRASS NIPPLE .c st st st FINISH GRADE BRASS UNION -x. .Qr sc LAWN AREAS • ) —POP-UP BODY ASSEMBLY STRAINER#40 ', as • PC ,,• (SET FLUSH WITH FINISH SYMBOLS DESCRIPTIONS MANUFACTURER & PART N0. G.P.M. RAD. MAX.SP. PSI . REFERENCE MESH MOVE L // 3 W a.9 x x 3101 u SHRUB GRADE GRADE) �• ARM O v 114, 11/2 CIRCLE FLAT SHRUB HEADS RAIN R ' � / avc 40 FINISH GRADE BID 1806 - 8 FLT (SAM) .4, •8 7 7 20 DETAIL NO, 6 BRASS ELBOW /'/ , s: • MALE � a �. ZEPVC SAS NOTED NIPPLE 0 v X 1/4 , 1/2 & FULL CIRCLE SHRUB HEADS RAIN BIRD 1806 - 12 (SAM) SERIES .5 .1 .0;2.0 11 ' 12' 20 DETAIL NO. 6 ♦ BRASS NIPPLE i - PVC SCH.40 STREET ELBOW 1 ' / - 14 _ • 0 �/X / 1 2 & FULL CIRCLE SHRUB HEADS RAIN BIRD 1806 15 AM R _ / (SAM) SERIES .8,1 .5.3.0 13 151 20 DETAIL NO. 6 5 GATE VALVE P - HAND WHEEL PRESSURE SUPPLY we SCH.4o ELBOW W 1/4 81/2 CIRCLE STREAM ROTOR HEADS TORO 300-00-02 .7 1.5 21' 25' 35 DETAIL NO. 7 • . ' S�� _ �'o�A ' CONCRET /. LINE-DISCHARGE + V V A V4, 1/2 8 FULL CIRCLE STREAM ROTOR HEADS TORO 300-00-93 1.0,2.0,4.0 2835' 35 DETAIL NO. T SLAB LOOSE KEY t'S HOSE BIBS BRASS ELBOW PVC SUPPLY PVC SCH. 80 NIPPLE FULL CIRCLE ROTOR HEADS THOMPSON 186 S NOZZLE 16 60' 60' 50 DETAIL NO. 8 r LINE % (SIZE AS NOTED) IN -�- ' i" FINAL POSITION RISER � 24!' BRASS BE ATA 450ANGLE BRASSPIPE BRASS PIPE `J PVC TEE 'CP PART CIRCLE ROTOR HEADS THOMPSON 187 S NOZZLE 16 60' 60 50 DETAIL NO. 8 �. PRESSURE SUPPLY BRASS ELBOW SxSzT MW. CU FT ELBOW x _ V A PART CIRCLE RCTOR HEADS THOMPSON 187 S NOZZLE 13 52' 55' 35 DETAIL NO.8 LINE-INTAKE ( ) LATERAL LINE Q GATE ALVE (SIZE AS NOTED ON DRAWING) rzfi* PART CIRCLE ROTOR HEADS THOMPSON 187 R NOZZLE 9.8 46' 50' 30 L)ETAIL NO. 8 OR _J + .• •.• NOTE -PVC MALE • EQUIPMENT TO BE INSTALLED AT A MINI + ADAPTORS �0° DENOTES DEGREE OF ARC v MUM OF 12 FROM WALLS,BLDGS,ETC. _ • WHEN UNIT IS NEXT TO BUILDING,WALL,ETC,TEST COCKS ARE TO BESCH.SCH. 40 PVC STREET ELBOWS ON OUTSIDE. - NOTE: GATE VALVE SHALL BE INSTALLED M SHRUB AREAS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS UNLESS OTHERWISE APPROVED. 4 TYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY r6 "-NTYPICAL SHRUB HEAD ASSEMBLY NO SOLE (2 1/2" AND SMALLER ) JR-85 NO SCALE JR-84 NO SCALE ( FLUSH TYPE) _ JR-84 APPROX. 38" OR AS REQUIRED LJITERAL LINE " MIN. 12" 2 INITIAL INSTALLATION ---- SIDEWALK,CURB, -- SIOE WALK , CURB, ETC. ETC. :, : _ ROTOR HEAD AFTER LOWERING " (FINAL INSTALLATION) MIN.24 FOR SIZES SPRMIKLER NOZZLE /� 1/2"ABOVE FINISH GRADE 4'AND LARGER • - UNLESS OTHER- WISE THER- WISE NOTED REMOTE• -A P -UP B001f ASSEMBLY • . F I ` 1 WIRNG WICONTROL N. R E V I S I O N S FOR clTr USE ONLY ..�. IRRIGATION PPS FINISH GRAM) (INSTALL FLUSH o �. • k� UNDER 18" P PE 9—LINE FOR SIZES 3Y DATE DESCRIPTION APPROVED INITIAL DATE STREET • � • .i �"- FINISH GRADE AND SMALLER WATER SEWER D ' 0 1� IRRIGATION SUPPLY DRAIN LINE FOR SIZES 4" TRAFFIC AND LARGER FINAL CHECK FINISH GRADE r R w AS CONST. T-( MIN. 3" EARTH PAD PVC SCH. 80 NIPPLE I 1 SIZE AS REQUIRED THESE PLANS WERE PREPARES BY: FOR PRIVATE 115E PVC SCM'40 STREET ELBOW I 1 NOES "TIAL DATE PROVIDE SAND BACKFILL A MIN.OF 12"OVER AND UNDER ALL PIPING UNDER MORSE CONSULTING CROUP PAVED AREAS AND A MIN. OF 6 ON AL' ^THER PRESSURE PIPING WHEN NOTED. �PLAM04C 0 Ehr.#"NM 0LAAVtCANAnp67MC All DRAWN VC SCH.40 ELBOW I I STREET LLdOWS P I I SCH_40 PVC I JOB NO, 240-00 CHECKED NAME GATE oe / PVC SM.80 NIPPLE(SIZE AS +SIH OR�1 SIZE a LENGTH AS REQUIRED LICENSE NUMBER FILE PW TEE REQUIRED) N BE A POSITION ,$ SCH.e0 PVC(RISER SHALL BE CITY O F RANCHO EUCAMONGA 8xSxT OR RRER SHALL BE AT O I ATA 45'ANGLE AFTER FINAL ELS 45� SPANGLE I INSTALLATION) PVC TEE (SxSxT) I 1 COMMUNITY SERVICES DEPARTMENT- PARKS DIVISION OR ELBOW I LATERAL LINE 9 TYPICAL GENERAL DITCHING DETAIL PROJECT NAME PVCSCN.40STREET ELBOW NO SCALE PREPARED BY: JRA PREPARED FOR: VICTORIA GROVES PARK STREEI LLd0W SHEET TTTI SCH. 40 PVC Je IRRIGATION DETAILS & LEGEND LATERAL LINE (SIZE AS NOTED ON DRAWING ) ASSOMTSD IRMGATION CONSULTANTS MORSE CONSULTING CROUP NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS 2014 BEPULVEDA BLVD. LOS ANGELES CALIFORNIA PLAWNG •ENGINEERING•LANDSCAPE ARCHITECTURE LYO N APPROVED APPROVED 90025 (218) 477-6625 4860 IRVINE BOULEVARD,SUITE#1201 �--•- �D DATE DIRECTOR OF COMMUNITY SERVICES DATE CITY ENGINEER 7 TYPICAL LAWN HEAD ASSEMBLY ri'# TYPICAL TURF ROTOR HEAD ASSEMBLY IRVINE,C714) 730-7117 41299 Ae WILLIAM LYON 7� IRVINE (714) 7347117 PALM DESERT �mf l�w,lr• SHEET Of ` NO SCALE JR-004-84 NO SCALE JR-84 8540 ARCHIBALD SUITE 8 RANCHO CUCAMONGA, CALIFORNIA 91730 - DRAMVING NO. d 1 -1 `♦ S CONST. P N, SHEET L 3 FOR LOC TION OF 4% C C. VINE PO ETS @ EQU STRIAN FEN E POSTS i •41` EXISTING SCHIN LLE T EES (7) LIMIT OFWORK TO REMAIN (TYP.) DO NO TURB. . • - • 115• SEE VICTORIA GROVES TRAILS LANDSCAPE t - • • • o R PLANTING IN THIS • .C.) :•' : . •' • p p + + 159 . . 15� • •♦ • .• • : o • •• _ :• •-• + + • p OR + • - ° • . .. LIMIT O • : . ' _ + • 0 _ ° % •+• • { _ •` • • • - . T • ! • O • ° • • • • + ° • O O •• • • • • 0 • • 0 • • cc TURF HYDROSEED MIX (TYP•) S E GRO S (TYP.) D VER LEGEND • REFER TO LANDSCAPE SPECIFICATIONS. . 0 • o o • '•, , ` • . I 0 p V • • • �. ° •'• IC TOR ° - - 1.4PAR •• V • � '• � 2�1 �NF t • - j. • • • : ' = •• • 0 TURF HYDROSEED MIX. (TYP•) . •• �° • ' , ' • SEE LA SCAPE SPECIFICATIONS. . , • . . • / .• • o ° • •- o • o ,• �S0 s +1 15 A.- 100, R E V I S I ON S FOR CITY USE ONLY - RIA GROVES STREETSCAPE LAN D '• ' DATE DESCRIPTION APPROVED INITIAL DATE - � PL�Is--� fes` ' . •, . . AN IRMONT WAY (N.I.C.) 15 / / STREET ' WATER SEWER � TRAFFIC GRD b DRAIN FINAL CHECK _. FA�R M - _ ON r AS CONST ' THESE PLANS WERE PREPARED BY: FOR PRIVATE USE INITIAL DATE MORSE CONSULTING CROUP 9 Yy° PjANIIIII ENCOWIEFPVir•L AVSCAPEARptlEC7jM DRAWN SL I YK / JOB N0, 240-00 CHECKED NAME DATE CE LICENSE NUMBER FILE - -� SEE SHEET L-10 FOR SHRUB PLANTING. � � CITY OF RANCHO CUCAMONGA 4 • COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION SEE SHEET L-11 FOR PLANTING DETAILS; PROJECT NAME NOTES & LEGENDS. PREPARED BY: PREPARED FOR: VICTORIA GROVES PARK SHEET TITLE TREE/VINE & GROUNDCOVER PLAN = MORSE CONSULTING GROUP APPROVED APPROVED � � �' PLANNING •ENGINEFJZING 0 LANDSCAPE ARCHITECTURE LYON r O DATE DIRECTOR OF COMMUNITY SERVICES DATE 0 4860 IRVINE BOULEVARD. SUITE #1201 , CITY ENGINEER IRVINE IRVINE, (�14F0 all 1 27141299 PALM DESERT -JAe W I L L I A M LYON Tia rjt 1 CL yl l SHEET L 9 OF 8540 ARCHIBALD SUITE 8 • SCALE: 1" 30' RANCHO CUCAMONGA, CALIFORNIA 81 T30 DRAWING NO. -1l EXISTING SCH OLLE T ES (7) TO REMAIN (TYP.) DO TURB. J LIMIT F ORK SEE VICTORIA GROVES TRAILS LANDSCAP -� R PLANTING IN THIS t I F W R '• w ).. , P T \ / 30 - o PT 4 Sicl , N � 1J�1.L GtJL y` u ICT0131 A PARK -� - ANF -4 it TR�A►��l..gf2l. AA � IA1,IGu L.AP,L 1 SEE VICTORIA GR EETSCAPE LANDSCAPE PLANS FOR PLANTING ALONG 'FAIR MO .-,( LC.) _ R E V I S 1 O N S FOR CITY USE ONLY / DATE DESCRIPTION APPROVED INITIAL DATE �1 . • + / STREET WATER SEWER GRD a DRAIN TRAFFIC FINAL CHECK FgIRMONT _ RW AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE MORSE CONSULTING GROUP INITIAL DATE ' 1 � Pi.U11MIMG O F1MGQ1EtJPiVG*LNR9CAPEAA(7/liCC7LwE DRAWN . JOB NO240-00 CHECKED NAME DATE LICENSE NUMBER FILE SEE SHEET L-9 FOR TREE, VINE, & � ,- � � CITY OF RANCHO CUCAMONGA GROUNDCOVER PLANTING. COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PROJECT NAME SEE SHEET L-11 FOR PLANTING DETAILS, PREPARED BY: PREPARED FOR: VICTORIA GROVES PARK NOTES & LEGENDS. SHEET TITLE SHRUB PLANTING PLAN. z MORSE CONSULTING GROUP APPROVED APPROVED ~ PLANNING •ENGINEERING•LANDSCAPE ARCHRECTURE LYON 4860 IRVINE BOULEVARD,SUITE,11201 //�- � DATE DIRECTOR OF COMMUNITY SERVICES DATE CITY ENGINEER IRVINE,CALIFORNIA 714) 7-4& 1 927141299 C/& W I L L I A M LYON Team l��t 7 SHEET L —1� 1 IRVINE (714) 7307117 PALM DESERT f � � � 8540 ARCHIBALD SUITE 8 DRAMNG NO SCALE: 1' = 3 0' RANCHO CUCAMONGA, CALIFORNIA 91730 r EQUIPMENT SCHEDULE TREE LEGEND QUANTITY MANUFACTURER MODEL NO. DESCRIPTION SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS 3 BOLCO 100 ML W/20513A SOFTBALL BASES & ANCHORS O EC EUCALYPTUS CLADOCALYX SUGAR GUM 15 GAL. - 1 BOLCO 300 AS 'ALL SAFE' SOFTBALL HOME PLATE - 1 BOLCO 410 FG 'FIRM GRIP' SOFTBALL PITCHER'S PLATE r -TC TRISTANIA CONFERTA BRISBANE BOX - - - 1 5 GAL. j 7 2 PATTERSON-WILLIAMS #1536-13-8131 DOUBLE BASKETBALL BACKSTOP �-Q 1 PATTERSON-WILLIAMS #1218 PERPENDICULAR ARCH BACKSTOP o GP GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. 1 LANDSCAPE STRUCTURES #TT12 ALUM. PLAYER'S BENCH I A vjQob f2�.a�v'�-nv� GjT^I N . MEXICO FORGE JM JACARANDA MIMOSIFOLIA JACARANDA 36" BOX PURPLE FLOWERS J 24+11 wx Io1 LON� 4 LANDSCAPE STRUCTURES 175-008 'COLONIAL' 8' LONG REDWOOD BENCH MEXICO FORGE Lt LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX PINK FLOWERS j 3 ���T�N� • 7 QUICK CRETE PRODUCTS --- LBT PICNIC TABLE SET -}- LS LIQUIDAMBAR STYRACiFLUA SWEET GUM 15 GAL. 3 QUICK CRETE PRODUCTS MODEL A WASTE CONTAINER 1 L.A. STEELCRAFT PRODUCTS A-254 4 SEATER ARCH SWING PA PLATANUS ACERIFOLIA LONDON PLANE TREE 15 GAL. 'BLOODGOOD' J7 IRAN MOUNTAIN FORGE 200-X ROTATING GRILL PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE 15 GAL. 2 - IRON MOUNTAIN FORGE SEE DETAIL F, SHT. L-4 KID BUILDERS PLAY EQUIPMENT $ ARCHITECTURAL AREA LIGHTING ALR 125-15050 'VANDAL LITE' _ F1 '10 G QK QUERCUS KELLOGGII CALIFORNIA BLACK OAK 15 GAL. S� I N �J ( (� t - f ,t`� 2 NATURAL STRUCTURES 562-2 SPRING PLATFORM Q I � M IJC TIMBERFO M 1 - �( R 2170-7 C BIKE RACK 2x 5r_�OL_L SHRUB LEGEND MANUFACTURERS REPRESENTATIVE SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS 24" BOX & LARGER TRIANGULARLY SPACED CO 18' O.C. AA AGAPANTHUS AFRICANUS LILY-OF-THE-NILE 1 GAL. BLUE FLOWERS ARCHITECTURAL AREA LIGHTING TOTAL LIGHTING CONCEPTS 13901-B SOUT+-i CARMENITA ROAD 733 EAST SAN BERNARDINO SANTE FE SPRINGS, CALIFORNIA 90670 COVINA, CALIFORNIA 91723 PT PITTOSPORUM TOBIRA PITTOSPORUM 15 GAL., 5 GAL. (818) 966-1611 PATTERSON-WILLIAMS WAKEFIELD COMPANY , Z , RI RAPHIOLEPIS INDICA INDIA HAWTHORN 5 GAL. PINK FLOWERS P.O. BOX 4040 1100 QUAIL STREET, SUITE 100 'ENCHANTRESS' SANTA CLARA, CALIFORNIA 95054 NEWPORT BEACH, CALIFORNIA 92660 (714) 752-6204 TJ TRACHELOSPERMUM STAR JASMINE 1 GAL. WHITE FLOWERS LANDSCAPE STRUCTURES HANSON ASSOCIATES, INC. JASMINOIDES MEXICO FORGE P.O. BOX 2231 Z 601 SEVENTH STREET SOUTH & � ORANGE, CALIFORNIA 92669 _ II ^ DELANO, MINNESOTA 55328 (714) 542-5617 �11 1 �� 6�`" QUICK CRETE PRODUCTS SITE SCHEMES SITE FURNISHINGS Yy��.I� �! C �r �V� C, I 10311 EAST 6TH STREET P.O. BOX 6528 VINE LEGEND RANCHO CUCAMONGA, CALIFORNIA 91730 ORANGE, CALIFORNIA 92667 �y 6 (714) 538-8997 SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS r 1�� -J L.A.STEELCRAFT CALREC BUILDERS AND CONSULTANTS �'- �� T � 1974 LINCOLN AVENUE P.O. BOX 1788 PASADENA, CALIFORNIA 91103 TUSTIN CALIFORNIA 92681 Q CC CLYTOSTOMA CALLI TE S GIOIDES VIOLET TRUMPET VINE 5 GAL. REMOVE FROM STAKE _ V _ (714) 639-4091 • TRAIN ON POST. IRON MOUNTAIN FORGE PECK'S PRODUCTS, INC. W - P.O. BOX 877 17202 CORBINA LANE, SUITE 102 GROUNDCOVER LEGEND ONE LANDRUM CIRCLE HUNTINGTON BEACH, CALIFORNIA 92449 FARMINGTON, MISSOURI qj < ll '' SYMBOL BOTANICAL NAME COMMON NAME SIZE COMMENTS _ <> I NATURAL STRUCTURES CALREC BUILDERS AND CONSULTANTS �yc P.O. BOX 799 P.O. BOX 1788 ,� LEUCOLAENA GAZANIA FLATS TRIANGULARLY SPACED X �-�� �+L� ��x SHERWOOD, OREGON 97140 TUSTIN, CALIFORNIA 92681 GAZANIA RIGENS . �l (503) 625-2566 (714) 639-4091 'SUNRISE YELLOW' (l 8"4.C. • TURF SEED MIX: BOLCO ATHLETIC CO. WAKEFIELD COMPANY HYDROSEED MIX TURF WEIGBY HT PURITY GERMIN. P.O. BOX 3246 1100 QUAIL STREET, SUITE 100 SOUTH EL MONTE, CALIFORNIA 91733 NEWPORT BEACH, CALIFORNIA 92660 10 RYE GRASS 40% 95% 90% (714) 752-6204 (5094 Pennfine & 50% Derby by count) 15 GALLON TREE 3 BLUE GRASS 40% 98% 8.0% TIMBERFORM WAKEFIELD COMPANYRuby & 1975S.W. FIFTH AVENUE 1100 QUAIL STREET, SUITE 100 • 50%•Parade by cart) PORTLAND, OREGON 97201 NEWPORT BEACH, CALIFORNIA 92660 4 BERMUDA GRASS* 207. 98% 85% (714) 752-6204 (Arizona common) •CN Hulled seed shall be u sed If planted April through September. Unhulled seed shall be used if planted October through March. � GUF v1�� � ►�c� GENERAL PLANTING NOTES Seeding Rate: 6 lbs. per 1,000 sq. ft. w/ �T1G►� -N -T ofzL, 1. FOR TREE STAKING, SHRUB PLANTING, REFER TO PLANTING DETAILS. R E V I S 1 O N S FOR CITY USE ONLY 2. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY CONTRACTOR PRIOR TO DATE DESCRIPTION APPROVED INITIAL DATE INSTALLATION. STREET WATER SEWER 3. ALL TREES 24" BOX AND LARGER SHALL BE "TAGGED" AND/OR APPROVED BY THE LANDSCAPE GRD a DRAIN ARCHITECT PRIOR TO THEIR DELIVERY TO THE PROJECT SITE. c FINAL FINAL CHECK 4. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE AND QUALITY. RW AS CONST. 5. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "i�11NE5 NURSERY" STANDARDS FOR SIZE AND QUALITY. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 6. ALL TREES SHALL BE PLANTED A MINIMUM OF 3' FROM WALKS AND WALLS. TREES TO BE PLANTED INITIAL DATE PTB MORSE CONSULTING CROUP I IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREAS. PruwMc•EArrnrvc•unVsaAPeAAK70ECTE4M DRAWN 7. SOILS AMENDMENTS AND FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN A SOB NO. 240-00 CHECKED * SEE �(IGTORIA 6R0\/ES CURRENT SOILS REPORT. (REFER TO LANDSCAPE SPECIFICATIONS.) NAME PATE TRS LS PLANS LICENSE NUMBER FILE ' F�ofe FQ�EST1elAN ��NCItJ6. 8. SEE GROUNDCOVER LEGEND FOR HYDROSEED SEED MIXES. REFER TO LANDSCAPE SPECIFICATIONS CITY OF RANCHO CUCAMONGA FOR HYDROSEEDING REQUIREMENTS. COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION 9. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 900 TYPICAL. PROJECT NAME 2 x r_)fffZTH c PREPARED BY: PREPARED FOR: VICTORIA GROVES PARK I I ✓�LL.. SHEET TITLE 1 PLANTING DETAILS LEGEND S, & SCHEDULES 44NMORSE CONSULTING GROUP APPROVED APPROVED 2X �A� �� L,L.. PWPLANNING •ENGINEERING0 LANDSCAPE ARCHl7rLYO NECTURE i 4860 IRVINE BOULEVARD, SUfTE #x201 DATE DIRECTOR OF COMMUNITY SERVICES DATE CITY ENGINEER �- IRVINE. CALIFORNIA 92714-1299 -Atc NA ILLIAM LYON �'lll �Q�r• ! SHEET �: OF 11 IRVINE (714) 7347117 PALM DESERTf f VINE PLANTING 8540 ARCHIBALD SUITE B i RANCHO CUCAMONGA, CALIFORNIA 91 730 DRAWING NO. I 251 — A- • 4 I _ - — 4x�i �.XP R .S� 1C�1 — 3 — III icy -- b 3 - 1 FA�JI`L A - Sf-L —'>X 5 COtJC. Slt SEE 1 Ax-f-i e<C" a I� - _ 8p 4i �1 `_ 11 1i N -- 28 rc-��c• 12 'I"1-�IG►4 id- 2 X 3� LONG, ran W j I d 4 LA1.1D�-,G,e�'E Rl�IJ p / 9- T ' I r ISG FIDl.•1. � � k.ryt 2) EA WA i ..^/� AC�J�Irtr GoN� SHEATHING I I . R.�. A►GX g , I is +G V- ® _ I _ 5 -44 0 i # lob, f \t�I . � x W E*-4. H4. I q C�3trtl 'y (�-) 4 VFX I- IJP-�`-i� 11 +v- r=44 �-- ROOFI= 2 - • ` I I Ga.Jc. '1'it..� � ® � z 48 � yr eea'�r•�I � i I PEA- `ITY or- ...4. F F1N ISH I FA I i ' w , ; CONC NOTES C � + w # �G � 1Npc�Jl.1� I - n '9 4 — � � VEQT RENS � le 11 Z�1 _ ` 4L of all G�.j U ROOF PLAN �/� I - I FLOOR PLAN �4 FOUNDATION PLAN I = I ' -- ou G X-'- 10'>. In wl r� ►��1..1 . $$ COW, FUZ F ,41sN 1Z� ARy�1 I!J IusTE M I w . r 12 x 4 x I� ORCO p 'MISSION" SLUMP BLOCK 2 CONC. BLOCK _ 10 8X4X16 I = t 24 _ - : --- - - - -- - - -- ORCO "MISSION" SLUMPS BLOCK OFFSET JOINTS _ -- — - - -- - - - - -- ++ EL T } ' -__---- -- _ .. � -•• '_- - _ _ _•_-moi.- _.__ _` __` _ i - _--_ _ __- - _ - -_-_-_---_- ' �.__ - _ _-=.y � 1 :, fl f'1 T 33 MAX -1"0 SIGNS ' �-JD u� ft"Wo �-� �ll.�+c,5 4=rr_ c-uT JOS I (2) 4 V . I e?F '1O AL-L. k !"Of."Z '•� FILL VO)C� �Plx'1 c WI PROVIMD 5Y 61TY c �ort'r TI1.� t I L.11-4 �si'�;El� FQ6F�lE � � � ,rtT REAR ELEVATION 1�4 -- I - - e2M Pa0'I,'�'. SDE ELEV 1 !' _ , ' --- u 11 ATiON i� i EL.EVA UN 1/4 - = 11 -- d • GATE FRAME Il2 Ix lz F II• I I Z 3Y>! S'TL TLjEA K1:f_, Tuel cq FP.oME WI I�k2" pV_KeTS10 644t� Foe 15W Z" r-e (cff �� �. iwE �L �M�(O3L- 1`16bl t O 5 POO. izE.L'�a�s I 40 o�ol.•t 4r '� - ��2 u S'11- i X d PSI U'P ; II 1`XZ,+ TUr�11.1C-1 ( �j O Q x•4 >� IC. l�F•jG, �K. 1 NV \ -• - R E V I S 1 o N S FOR CITY USE ONLY W� _ ; �. p,� L`II DATE DESCRIPTION II Y ^ w� / } I Il i`�IID A�1 k' 6x �" I'v APPROVED INITIAL DATF Pei.- 1 IJr�II�iL, �I C � (�. STREET •, I 1 �! V 1 I u ,y '1 1 G WATER SEWER cs ." GRD 8 DRAIN •4 CourI� TRAFFIC _ – �I✓ tl . !*" '"` A - FINAL CHECK '. K \ ~ a s I�J RW t u c !-�>UT 4LL CELLS pp,p e A ILO �G-� SLY AS CONST. S 4 u '1t �j�r,� N�„('F�'� THESE PLANS WERE PREPARED BY: FOR PRIVATE USE Iii 5% INITIAL DATt I� 1 1 � I 11.11..1 OE.12 tty✓. � ta(�iG• �Y MENS INTERIOR 14 I _ �I PARTITION WALL 1/ I -- ,' -- eu a 11 DRAWN � __--- _ WOMENS INTERIOR /� == 1 - - � �INI1�� �� �'�� �� CHECKED NAME DATE LICENSE NUMBER FILE #, SYM FIXTURES SEE SPECS. SYM Ff XTURES SEE sPEcs. SEE SPECS. - _ ._ _ SYM. F ES CITY OF RANCHO CUCAMONGA "I�►�• ) — D�INwNG FOUNTAIIJ ___ n II NOTE ': COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 4� - – - - – --- ----- ---- - — K' PROJECT NAMt ALL FOOTINGS & STRUCTURAL REINFORCING VICTORIA GROVES PARK p 2 ITS c troy 1-{ lolcp �1cJ i cr�rcw� I� , 1• ` " 2 ' IZ TO BE BASED ON CURRENT SOILS REPORT. SHEETTITLE W_dL ARCHITECTURAL PLANS I���It a. APPROVED _ ARCHITECTURAL PLANS PROVIDED BY THE APPROVED cg) r H CITY OF RANCHO CUCAMONGA. ;,ATE DIRECTOR OFCOMN17TY SERVICES DATE G+TYENGINEFA 44, SHEET A_' pc lwv DRAWING NO. w_ r Vp U NOTE 2,41 HIu * ARCHITECTURAL PLANS PROVIDED BY THE 2 x � CITY OF RANCHO CUCAMONGA. j J 2 'K $ Q 7 - J J 2 I I �� � veer ea TW/ s - vvcj I - 4 coi-rf 'T`rP 2 ,c G► 'fRa�-�1 :7 ELK P G l�Co I �- N (2) - *� H004 Z. IZ�$t� I VE_CT, SVS '(v 13M. 'fY I cvNlJc�-r fm's-r - , Cd �.Jo ice. - _ _ *4 �---y MESH PAWC-t- > FIM- #�{- @ 4 D•G. I- ¢.ILC 2) 4' N 6X4X16 ORCO 6X4X16 8X4X16 ' RIDGE BM. I% 14 WIRE MESH HEAD " Ham. ORCO I 10 OUTSIDE CORNER 6 u -MISSION• - oRco MlssloN ��- 6r �L O•G MISSION SLUMP BLOCK SLUMP BLOCK k ,N �� �M = SLUMP BLOCK OFFSET JOINTS f� & 1 �4. SIUE W tour w _i 4 wAuuz : M 74FL.B.: La 12?O.G. •tp �1. I�FlAre p,G. A YP ►�F• v � n�.. t.aP T t'�'I• T Z w�Ie MIEN WIRE MFh-I PAr4E.1. MMJ. lkv C.� G�'D G I l�. x Its GIA W IIZE I �- I , Ilk ,. � � M5'�a DWMo�D lrrll'L� 1 � @ — — Mrd tTEC� _ — -- - — � 1HMZ. � 2M P1°'` t '�c.K C- ►Jh. L I% a (' N F I/ZIl w�.p•64)wQEGT' To s,* Itx 12" AT ?110 o,�. Wlr� M -I VJ FOOTINGS e u � LcZ-J` ee-s1WIC � fir 10 � MIO Fey(• ll ,c i 3� �• w� ► - 3 '�� � W Imo{• C T L v15Q�1E -I / o.�- To Iny, ® 1511 W I!� yc X11 qPM- I`'uT INTEFJOR WALLS ONLY SEC1 SON u II RIDGE BM, BLOCK WALL I l2' 113 WIRE MESH PANEL I� y� "� I o e w1m x I2. 9 CONNECTION OF INTER. WALL 5 11 ��; � 2. - POC I 117 5N E (b SH T. L-2 'f � �VA'rbFJ f / "s -- 2" GW To Poe, t �.�p1.1 A- 3� L 4 6/ — 4' * A )1-1-f�1 t� C� 48 II a. c . W� I 8 M. 8, e 'e1' J ` �o'/o I J 11 11 777 7, ALA A ICE=I 7 -77777-777-Y/ I ItIlEaL I N11 IG,I oI� ' I I C4 @ f2M o•G- No -1�ZF.•1•Y.�-IES G v ' 3 X NAI LL1�. ►-.1 (�' i�•�Er.oW -HES6 t-I Wee> Z I I 5 �c 2" P� a I A S�g � AB• @, � X � 1 u ev �. PERPENDICULAR TO FOOTINGS ZN LL -_ 1K V4cw � ' 3 REST ROOM SIDE UTILITY AREA 811 GF�U 3" 1 GV ------------ 106 PARALLEL TO FOOTINGS SHEAR TRANSFER BARGE " 12 TOP �I - 1 OF INTERIOR WALL I 8 EAVE DETAIL I �q h I �1 4 TRENCH DETAIL 2 PLUMBING PLAN R E V 1 S 1 O N S FOR CITY USE ONLY U< - "Tplp. �� DATE DESCRIPTION APPROVED INITIAL DATE SIM t� W _!d� A _ 4 a�►� STREET C I�j(,Q'I( L 4x4 xo '1 L 1t� •� I �r'M` U . JII.`I WATER SEWER / I�`-/8'�� M _ = 4d � Da.lo l.�re ( 'fes ` Q(' G � J prr ✓� �/�� y / -_-_ Lv TRAFFIC RAIN ` ; 48 Di�• 1 R1 'wv VC /J� FINAL CHECK v xlv Fa- H W As CONST + F�F3 I per` pP(�� KPS) THESE PLANS WERE PREPARED BY: FOR PRIVATE USE i- O •' � 1b � INITIAL DATE HOOKS AND BENDS -..,1 Gp C �l 1 /� r DRAWN Fee, ���1 �N� �►�J NAME r CHECKED DATE Mop,, ff p���p T���p�� LICENSE NUMBER �R 1'•� ./f µre/ FILE -- �' CITY OF RANCHO CUCAMONGA COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION 3co o @ �• 2 �, M i� PROJECT NAME VICTORIA GROVES PARK I ., 4nd @ MAs . 2 co MIN . SHEET TITLE h• QFC Gum LIaQ. ,r ae -u,� . ARCHITECTURAL DETAILS APPROVED SPLICES 644MI A-I APPROVED I( LsL � DATE DIRECTOR OF COMMUNITY SERVICES DATE CITY ENGINEEF BEAM TO WALL 5/4' 11 . BEAM TO WALL SHEET .. ... } /.� 7 3 TYP REBAR DETAIL NOTES DR „NGNO 4 PANEL fN VOLTS��f o MOUNTINGS c I owl 5 BUS SIZE, BLDG co; TYPE FLOOR © IN VA44DN.rW� > F 04_�,u M f�c (� wr E 4lp�c�, C I R BREAKER OUTLETS D E S C R I P T I O N L LQ4�- _ � �G"t 'b C� NOAMP LTS REC MIS L ( � L2 LJ1a' � ) 1 l..L. -otic �'2 l''P�N ISL. A ir 2 I U M f Nr+ T� {0� yr {f2�i�f�r10{J A- 10 -._-=� uLI�P e DSD _ l0 � 5 0 � 2 I ,� f _ _-�.� �'¢��-S o 5� o T�7 p1�12— UTILI � . �I x .+ 14" f�-YWct�n - 2 - 8 O _._ Tom--- �Wrf- 6 n Y -c o f �5--5a t/2 ,✓- I �G 6wiLo d w 10 12o 1 I tl, t>r+ o ��-.r>D T�� �y���, '�-�r,I i I�-(L TSL. �• �6l�j. 1 1 , A�So i 3 LtU c� I o - � ��" 14 � - LA � A (��g � 1 5 t zt 16 .�'• 5. 17 'tS ( 18 At 19 D O-,- L L 2 0 T — 22 'To f ,0-4rrKcr,.4m 23 24 �Ar?< oa0 = 5 'S. I-A.1�4� .2 G L Z010 ml 7C LG �L C�T fz I <f,,4 L F L_/_�, A L lir-, : V44 = I '-p C�o µr-7 Go N?,o.GTO12 JEICRAL MOTES � - - 1. THE ELECTRICAL CONTRACTOR (E. C.) SMALL BE RESPONSIBLE FOR CONFORMITY TO ALL LOCAL I H A CODES AND ORDINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY ORDERS, THE �► �'\ L_J I NATIONAL ELECTRICAL CODE AND ANY ADOIT LONA L .NIR ISD IC T IONS RELATING TO THE WORK. I G I ELECTRICAL SYMBOL.: 2, IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS I I CONDUIT CONCEALED IN WALL OR CONDUIT IN FLOOR RM U/ , . AMD/OR SPECIFICATIONS OR WITH COOS REQUIREMENTS, T!E MOTE, SPECIFICATION OR COOS N V 3/4- RIMMA SIZE LL � CEILING WHICH PRESCRIBES AND ESTABILSMES THE MORE COMPLETE .JDs OR THE NIGHER STANDARD W � 1/11" CONDUIT, 2 /12 WIRES, UNLESS SMALL PREVA IL. 1 �� NOTED OTHERWISE (1/2" Co 2 #12) eA--.1 CONDUIT ME RUNTOPANEL A, 3. THE E. C. SMALL FURNISH ALL PERMITS AND PAY ALL FEES. t — 1/2" C, 3 012 1" C. T /12 A. THE E. C. SMALL MAKE POWER CONNECTIONS TO ALL MOTORS AND EQUIPMENT FURNISHED BY _O 3/4- C. 4 042 OT HERS.Cr X1U� V - 1" a 2 � — — 3/4- Co 5 /12 S. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SMALL HAVE AN INTERRUPTING - 1-1/4"- Co 9 /12 RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE T�2 L' c> w "' -- 1- C. 6 f12 z C'� p CONDUIT ONLY SUBJECTED. FIXTURE DESIGNATION, IST N0. -2- Q CEILING OR RANGING FIXTURE 6. ALL MATERIALS AND EQUIPMENT SMALL BE NEW AND SHALL BEAR THE UNDERMIRITE/RS• LABEL CL 2.r� INDICATES QUANTITY, 2ND LETTER -A- AND SMALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPIIOVED. CE: A >�Gfiol� r INDICATES TYPE FIXTURE (REFER TO ® (RECESSED FIXTURE 7. ALL DEVICES INSTALLED OUTSIDE OR IN DHAP LOCATIONS SMALL BE APPROVED wEATHERPR00F SCHEDULE). 3RD MA. "4,/40- INDICATES a MALL MOUNTED FL(TURE • QUANTITY AND WATTAGE OF LAMPS B, UNLESS NOTED OTMMwISE, ALL WIRE SMALL BE COPPER. ALL WIRE SHALL BE U. L. LISTED, LL G2 RATED FOR FOO VOLTS, NO. ,12 MINIMUM SIZE EXCEPT FOR CONTROLS. WIRE USED IN END TO < v 3 D SURFACE MOUNTED FLUORESCENT FIXTURE �.•••�•.� OPEN FLUORESCENT FIXTURE EMO FLUORESCENT FU(TUREs SHALL BE TYPE MVA, RHHIH oR THNHN. W I • RECESSED FLUORESCENT FIXTURE FLOODLIGHT L 9. THE E. C. SHALL INSTALL ALL CONDUITS AND WIRES j1ITN A MINIMUM NUMBER OF DEMOS AND t®t EXIT LIGHT, PROVIDE ARRo" AS SINGLE POLE SWITCH, -*- INDICATE: IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEAD r T INDICATED CORRESPONDING OUTLETS CONTROLLE ROONr KEEP OPENINGS AND PASSAGEWAYS CLEAR AND MEET ALL STRUCTURAL CODE REQUIREMENTS. 1 SWITCH WITH PILOT LLGRft �3 THREE WAY SWITCH (SPOT) 10. THE E. C. SMALL NOT BORE, NOTCH OR IN ANYWAY CUT INTO ANY STRUCTURAL NEMER riTH.• JO JUNCTION BOK CLOCK OUTLET OUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER. OtRPI.EX RECEPTACLE, X12- UNLESS 11. INSTALL CONDUITS FOR ROOF ROUNTEO EQUIPMENT BELOW ROOF AND STUB-UP AT EACH PIECE we ► TELEPHONE OUTLET, +12" UNLESS OF EQUIPMENT. FLASH AND SEAL ALL PENETRATIONS. _ NOTED OfMERWISE NOTED OTHERWISE i� T O FLOOR RECEPTACLE 12, THE E. C. SMALL PROVIDE SUPPORT FOR ALL FIXTURES AND ELECTRICAL EQUIPMENT TO COMPLY ® FLOOR TELEPHONE OUTLET WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE AND ALL LOCAL ORDINANCES. " SPEAKER ® MICROPHONE OUTLET 13, ALL CONDUIT CONNECTIONS TO MACHINES AND EQUIPMENT SUBJECT TO VIBRATION INCLUDING I 71N V N L, L)I A <f,-m Q EXH"T FAN , INTERCOM OUTLET TRANSFOPAWn) SMALL BE AADS WITH SEALTIGHT FLEX CONDUIT. PROVIDE SUFFICIENT SLACK N.-r. BUTTON �j. ® MOTOR STARTER TO ELIMINATE VIBRATION. ARRANGE CONNECTIONS TO PREVENT THE ENTRANCE OF MOISTURE. C�INATION STARTER MA 14. THE ENTIRE ELECTRICAL INSTALLATION SMALL BE O � TRANSFORMER GROUNDED AS REQUIRED BY ALL APPLICABLE BEIM CODES AND THE SERVING UTILITY. �] BUZZER 15, THE ENTIRE WIRING SYSTEM SHALL BE TESTED FOR SHORT CIRCUITS, GROUNDS AND INSULATION —` MRAL' SURFACE MOWED BUZZER FLUSH MOUNTED RESISTANCE BETWEEN CONDUCTORS AND t0 GROUND. DISCONNECT SWITCH, RATINGS AS NOTED P. C. PHOTO CELL 16• THE E. C. SMALL FURNISH AND INSTALL ALL CONDUIT, WIRE, BOXES, SOCITCHES, LICA NOTE TS TIRE SWITCH FIXTURES (WITH LAMPS), RECEPTACLES, SERVICE DEVICES, SWITCHBON" AND PANEUKMOS W. ® REFERENCE TO NOTE 110. 2 P. (WEATHERPROOF REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. *ELECTRICAL PLANS PROVIDED BY F. A. FIRE ALARM 17, PROVIDE A MANUAL DISCONNECTING MEANS AT MOTOR FOR AL THERMOSTAT, •S•, '3" ZONE OR UNIT AFF MOVE FINISHIED FLOOR OR MORE THAN FIFTY (50) FEET FROM ITS CONTROLLER. L MOTOIRS NOT WITHIN SIGHT of THE CITY OF RANCHO CUCAMONGA 1B. ALL SWITCHES AND CIRRCUIT BREAKERS, OISCOIMMECTING MOTORS ON CONTROLLING ELECTRIC R E V I S 1 O N S FOR CITY USE ONLY DISCHARGE LIGHTING SHALL BE WITHIN SIGHT OF MOTORS ON FIXTURES (NOT OVER 50 FT.) *ALL UNDERGROUND ELECTRICAL WIRE DATE DESCRIPTION OR BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. APPROVED INITIAL DATE REFERENCE NOTES: 19, PROVIDE AN ENCLOSURE OF EQUAL FIRE RESISTANT RATING AROUND All FIXTURES AND EQUIP- SHALL BE PLACED IN CONDUIT--SIZED STREET HENT INSTALLED IN OR PENETRATING THROUGH FIRE RATED SEPARATIONS, WATER SEWER 1 INSTALL FLUSH WEATHERPROOF SERVICE ENCLOSURE IN EXTERIOR WALL. COORDINATE INSTALLAT- 20. VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE TRAFFIC AS NECESSARY AND LOCATED AT GRDb DRAW H R ION WITA$�NRY CONTRACTOR. FACILITIES BEFORE SUBMITTING BID. FtNALGMECK J-BOX FOR CONNECTION TO HAND DRYER. FURNISH AND INSTALL CONDUIT, WIRE AND CONNECTIONS A DEPTH NOT LESS THAN 36" RW PER MANUFACTURERS INSTRUCTIONS. VERIFY LOCATION. 21 . PROVIDE A 14 GA. GALVANIZED STEEL PULL WIRE IN ALL EMPTY CONDUITS. AS CONST. RECEPTACLES SHALL BE FLUSH IN EXTERIOR WALL. RECEPTACLES SHALL BE EQUIPPED WITH ROUND-FAULT CIRCUIT-INTERRUPTER AND LOCKABLE W.P. COVER. THESE PLANS WERE PREPARED BY.. FOR PRIVATE USE 4 INSTALL PHOTO CONTROL ON 1/2" CONDUIT ABOVE ROOF. AIM TOWARD NORTH. FUTURE SCHEDULE DRAWN INITIAL DATE S INSTALL SERVICE PER SOUTHERN CALIFORNIA EDISON CO. REQUIREMENTS. CONTACT: BILL TYPE M0. LAMS DESCRIPTION MANUFACTURER A CHECKED W GGINS, 714/947-8227, t MAX. WATTS CATALOG MIAMBER NAME DATE PROVIDE UFER GROUND PER CODE--20' OF NO. 8 BARE COPPER WIRE ENCASED IN T. MINIMUM OFLICENSE NUMBER FILE CONCRETE LOCATED NEAR THE BOTTOM OF THE FOUNDATION. BOND TO THE COLD WATER SYSTEM. A 1/50 HPS WALL MOUNTED VANDALPROOF HIGH PRESSURE SODIUM, KENALL 50 WATT CLEAR LAMP, CAST ALUMINUM HOUSING, 5210-9500 CITY OF RANCHO CUCAMONGA ®7 PHOTOCELL TO TURN LIGHTS ON AT SUNSET; TIMESWITCH TS1 AND TS2 TO TURN LIGHTS OFF POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, PER CITY SCHEDULE. SUITABLE FOR OUTDOOR INSTALLATION, 120 VOLTS COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION B&C 1/50 HPS CEILING MOUNTED VANDALPROOF HIGH PRESSURE SODIUM, KENALL PROJECT NAME 50 WATT CLEAR LAMP, CAST ALUMINUN HOUSING, 5010-9500 VICTORIA GROVES PARK POLYCARBONATE REFRACTOR, TAMPERPROOF SCREWS, 120 VOLTS SHEET TITLE ELECTRICAL PLAN APPROVED APPROVED DATE DIRECTOR OF COMMUNITY SERVICES DATE CITY ENGINEER SHEET E-1 CIF 1 DRAWING NO t r