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Home My WebLink About1034-L0 THE .WILLIAM LYON COMP 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA's CALFORNIA 91730 ANY INC. 0 M 0 A PL�l 00,AAMMORSE CONSULTING GROUP PLANNING 0 ENG/NEER/NG 0 LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SUITE #201 IRVINE, CALIFORNIA 927141299 IRVINE (714) 7347117 PALM DESERT ABBREVIATIONS .Alno m__ O AT DS. DOWNMpOU1' INV.. INVERT ELEVATION A. B. ANCHOR BOLT E. RAST J. a. JUNCTION BOX A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE RA. RACK L. LENGTH OF ARC A.C. ASPHALTIC CONCRETE R.C. IND OF CURVE L.A. LANDSCAPE ARCNITEC'I A.C.P. ASBESTOS CEMENT R.C.R. END OF CURB RETURN L.F. LINEAR FEET ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM APPROX. APPROXIMATE E.W. EACH MAY MFG, MANUFACTURER B.C. BEGINNING OF CURVE EX. EXIST. EXISTING MK, MANHOLE B.C. BOTTOM OF CURB F.F.R. FINISH FLOOR ELEVATION mill. MINIMUN B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT B.S. BOTTOM OF STEP F.S. FINISH SURFACE NO., N NUMBER C., COND. CONDUIT FT. FEET, FOOT O.C. ON CENTER C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER C.F. CURD FACE GA. GAUGE P.A. PLANTING AREA C.J. CONTROL JOINT QALY. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE C.M.U. CONCRETE MASONRY UNIT G.L.R. GLUE LAMINATED SEAN P.R.C. POINT OF REVERSE CURVE C.O. CLEAN OUT f f G.P.M. GALLONS PER MINUTE PL. L PROPERTY LINE CONC. CONCRETE 's t GR. GRADING P.B.I. POUNDS PER SQUARE INCH CONT. CONTINUOUS GRND. GROUND P.V.C. POLYVINYL CHLORIDE CSK. COUNTERSINK N.,HT. HEIGHT R., RAD. RADIUS CIV. CUBIC MSR. READER R.C.V. REMOTE CONTROL VALVE DET. DETAIL MORIZ. HORIZONTAL REF. REFERENCE D.F. DRINKING FOUNTAIN M.P. MIGHPOINT REQ.; REQUIRED DIA. O DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD SHEET mmEx 1 COVER SHEET 2 CONSTRUCTION PLAN 3 CONSTRUCTION PLAN 4 CONSTR UCTION PLAN 5 CONSTRUCTION DETAILS 6 CONSTR UCTION DETAILS 7 IRRIGATION PLAN , 8 IRRIGATION PLAN 9 IRRIGATION PLAN 10 IRRIGATION DETAILS p. SHEET KFY MAP ------- -- 11 TREE & GROUND COVER PLANTING PLAN 12 TREE & GROUND COVER PLANTING PLAN 13 TREE & GROUND COVER PLANTING PLAN 14 SHRUB PLANTING PLAN 15 SHRUB PLANTING PLAN • 16 SHRUB PLANTING PLAN 1 PLANTING DETAILS, NOTES, & LEGEND. T.F. LANDSCAPE AND IRRIGATION SPECIFICATIONS a. SEWER a. SOUTH SCH. SCHEDULE B.G. SUB—GRADE BUT. SHEET S.F. SQUARE FOOT, FEET SPECS. SPECIFICATIONS EQ. SQUARE ST. STREET BFS. SURFACE FOUR SIDES T. TANGEKT T.C. TOP OF CURE T.C.R, i'OP OF CAIC I BASIN T.F. TOP OF FOJTING T.G. TQP OF ORATE T&G TONGUE AND GROOVE T.P. TOP OF PAVING T.B. TOP OF STEP T.W. TOP OF WALL TYP. TYPICAL V. VOLTAGE VERT. VERTICAL W. WITH W. WEST W.P. WATER PROOFING VICINITY MAP Vtt_Ttl0lA VjMfnonVVe a ATE CRY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 AP"ClVtD !r CITY ENmlh�m DESloN k; DRAWN 20 •CAt.E CMECKtO a COVER SHEET J // O,A1"t k(-S'ep(o &MORSE CONSULTING GROUP AEcoMMENDEO PwMAMWNG • DYMNEENNG 0 LAAVSCAPE AAC7dTEC7Llf£ 0151-awr aw wvm MMX%I^ o wm ani ■11'l CA1/WiA W7MRM R�71[ 01417307117 1AWOOQT •MEET JOB NO. 240-12 1 �— as ORwwINe NO• -L--- OATS 034 'L SIGNATURE APPLIES TO ALL SHEETS • + coy - H IGH SL.UNIP 5LocK + + + + SI.0 M� Lo G ViAL-L IAJ =/ GoL.0 MIDI St= E �. Co � GK oLtJN1N _ 5 _ r . HIGHLAND AVENUE _ - - - �'-�" IN- - - - �dtN w�.LL ote w.gLK AT _ _ _ _"'� i� "- " sq=c(N ' ` feEMov�riL��r 1------}- i �sN zo INTE��t-, �I'fp I 5�E ro R=15 �-►S -� _4 1 JL L_ - _ _ - G -�l - -- — -*4 si--`•tom �-► �• �`r 70 CI- - t t 41 0�-Nk�,�-cw MIN. ►�•Tr H1caH r6�U �j _P U GONG: V C4 LLAPS rM ALP~ v► Sop! h'1 FIX'RJR�&, IJTln�D -P-f ICAt_. T �13 '-l' �Yp E0E`7"(TQ(AN 1�`�AlL_ 1 I H TURF AREA SEE K ( I -•+ p Imp R�L-t. ft�4i7..,1-� � I 51 r -I � ucl ta-T lol.- PH hI Gi NjT�SaLUFMIPNI�t,5HL GoILI.4MN kl/ GIo��ctp1cT E2 3 4 5 6 8 9 10 1412 l7 � 5 II I I � I LCA7r= Q AT Tom' eir 1 'D SLDrIE 51-00 t -11N- FRoNt I � Q + + I" SCK o �T�IL. + � i I B .2T' 63.41 I.tr � • w + - LIG F�c� o� Z71 L 54 -COURT 15 1 CORIANDER coLUt` N w 1�reo+�T-{ urt� WROUGHT � 1RoN 1 LON SLUMP lSLocK WALL SEE - - T I L 65.01' 38.03' 26.98' 60.00' 65.00' IO.p 54.92' � �� E�U�S�tI�jN SIL SEGTIG'N 146 ( 1 - 16 I 0 27 26 25 24 23 22 214.16s;Mrr1146 ^ra�ue20 19M��" � 6ouNTR e5-r^Tm FE eNcAL� f�R FlT'r 5T C1'w: ioj I 18 i �NGING ^-T THE Lo TE FEND E T To}� 1 I oN . off- LOPE CPR N. t5 � !_.uta Ffeo P,AGK of- QLfc SE:>r �-NGINEF�`� P'L-A►J�, 1 • I 1 � I T-rr f%I 110 > 145TAlLL- r- 143 1 1 4 3 GIT --r c5TANrJA1RJ I C*ETAIL- �k 10, 1 �l I SEE STrQEET IMPeaVE- I � TIENT Pl-AI.15 F��I� I 1 ' 0 l9 (g5Tlt�lG 1'TKtS 1 T'�ENjt°dN 5IVEWALK L.ATOUT- ) I + I + 1 1 2�L crI I O 142 LoCwNTE-Lc? �I 5y -on Mtt�!" I of 'B orm o12 5-O N Pt cv+ kJ JJ�'�11=TWIN r•�EGUL-AIR I Mlnl. FROM #SCK of -rRwu 28 29 30 31 32 F5 o K K1gL�L`' S �,�� 1 FENCEi I ST 1N-►�R�/Ai R g w L GA'jS �LoN G I I 8 33 34 P o,�7"'r LINE , - NI 1H SLUMP A 36 37 - i z f3I-o< I;K KIAI.L 5 141 I ?� ,ts� b 1 I W, 6 fi3-tri • ' IE, 21�16.321 38 CARRISA161I t a _ �o� SNCL -T� E_ — — _ IS — COURT L,ocA LL 91-� o. a. coNdiE YI Nt✓ >vo�K�% !` D 1 - _ IIIA LocA-rE 4;r eve R�' TH I FA P41ST o f - z I LLJI _ Woop � - E � AT TOPP � �L�'E I� NP. �QUESTi�IAN FE�NGE NONE G c�1E5 I Q "OD140 A - �' 39 s"�T> ��AG - �,� 149 s Z 38.47' �iLi-oN bi-off tl�F 30.14' 18. op I • Lu o� L,0( FE � AT I� I �,� � � I W + + 134 ��s � CK�- WAL-K, 133 44 , + +9j��u, + �� - + • l � w 1s.99f 43 tv Q Q1 42 40 loom - — — � Q' a 139 NOTE � 132 C TRU ON LEGE14D FOR CONSTRUCTION NOTES IS LEGEND SEE SHEET 3 v 135 45 i•E10E ��an�� pN001tD AND AIWM PINIBN, SOO DETATt6 eHeET G. 49 EICE PNrc tS10N OLoeE 11"L. 4• Kali scoeE WALL.}�p-} O��B�� O��O�O��BzlO�OOE�� 138. �' 131 I 16 SLUMP BLOCK NNTAINING WALLI $1111 GRADING PLAN. I JWNOUGNT IKON PSMM oPON 09LONATIvs APPROVED FOR CONSISTENCY .NSTAINING WALL WI" BLOCK COLUNN, En c WITH ACOUSTICAL REPORT FOR ,- W 46 «..»...Q..........••• ""Mo.. I"M raw" NITS mum COLUMN. \IV VICTORIA WINDROWS 3 1 36«NoocxT ITM r�ee I�t+r LAN s�rocE S CITY OF RANCHO CUCAMONGA / s• "rug coNe tm HALE. 'XE BY: l* Mum colocram NDN !! M em� ---- - - + 0 + ; s�CEIaN WNoaGNr IODW PONLl.SeA& 1 37 �& PREPARED BYE PREPARED FOR! i"' ' L.ocATE kJALL 747E � oI� SLopE � M I \ 51-oM F�aNj �LK MATCRI-INE SEE SHEET 3 SCALE 1" - 40' MORSE CONSUL TING GROUP PLANNING • ENGNFERING • LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SUITE #1201. IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730-7117 PALM DESERT LYON Xe WILLIAM LYON 74am. atc 0540 ARCHMALD OUT" • RANCHO CUCAMONGA, CALIFORNIA 91730 tko 8 wa'-- ava, /Sp6r/ U s i twumnom OF "mot= ATE AMMOVIKII CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 CONSTRUCTION PLAN CIATS t t 5 Slo ^0nomo an /r crry ENOINMNI MI.c.S. No. �� OEeION CONSULTING GROUP gEGOMMENOEO JSMORSE PL NPONC • VyCIh�C 9 LAJWXSCAPLr ARCHIiiCn1RE L S ~ mvv* .oiu, um fort mi Rvm C usaw. w7l, Ian ■�7[ m•,rf•wt ►�LLMI)[SfJ�7 OAAWN OMEtT SL JOB NO. 240-12 2 1s cw C:Nacx`o owAwrN� No Js C 1034 -L oAw MASONRY NOTES 1. CONCRETE MASONRY UMTS TO BE (TRADE "N" PER ASTM C-98-52. 2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. 3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO THREE PARTS SAND. 4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, i PART LIME PUTTY, 31 PART SAND PER ASTM C270 -52T. L OMiT ALTERNATE HEAD JOINTS IN FiRST COURSE ABOVE GRADE TO SERVE AS WEEP HOLE OR PROVIDE 2" DIAMETER PIPE AT 10'-0" ON CENTER. L PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE AT RETAINING CONDITION. 1. BOTTOM OF FOOTING TO BE MINIMUM 18" BELOW NATURAL GRADE. 0. MAXIMUM SOiLS PRESSURE USED IBM PRF. WITH 1/3 INCREASE FOR WiND SEISMIC. L REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM AGI 5-40. 18. ALL REiNFORCING SHALL BE PER STRUCTURAL ENGINEERS' DRAWINGS. 11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF N BAR DIAMETERS OVERLAP AT SPLICES. 12. DOWELS SHILL BE AT LEAST EQUAL IN SiZE AND SPACING TO VERTICAL BARS. 13. ALLOW FOR ADJOINING CONSTRUCTION. 14. ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING CODES AND ORDINANCES. ` 1S. DESIGN BASED ON U.B.C. *NO CONTINUOUS INSPECTION" LiMiT. 16. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. CI SO. 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOILD GROUT ALL RETAINING WALL CELLS. 18. CONSTRUCTION SHALL BE OF THE HIGHEST'' QUALITY WORKMANSHIP AND ALL WALLS SHALL BE PLUMB AND TRUE. STEP FOOTINGS IN EVEN BLOCK INCREMENTS. 26 EXPANSION JOINTS SHALL BE LOCATED AT s 50' MAX. AMD AT MAJOR CHANGE IN HEIGHT OF WALL. _ 20. ALL GROUT SHALL BE NATURAL COLOR. -21.- ISAMINE WALL SHALL RECEIVE A SACKED FINISH AND RECEIVE TWO COATS OF PAINT, COLOR TO BE SELECTED BY OWNER. .. 22. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO BE "ORCO MISSION" COLOR. 23. ALL BED AND HEAD JOINTS AT COLUMNS -AND ROWLOCK CAPS SMALL BE CONCAVE. SEE STREET I rlrrCvEMEdT 1`L AN5 Fol`Z t -:A PE AL.K 5 - T`(ro tE E PL.Ci• PL.^HS FOR iry I.ar Loc�.TIONS :I TYPICAL R.V. LOTNO SCALE A LAP- 0004-1/. INvi Jr�u ty- „ t'1°ac �P 2x4 5111 r ERS Ci !M rl AK Tor f COTTom xseciBa 18-a cF 04 LY I 4x4 IST, nr IxG rc^udo6 Of Nor-: + I I I I cmk&R - 5 EE WOOD I I 0041 , AoTm , '-'*4T 3 - i , MHr-m*i Col-11�,�crlorl F� sa � IT 1 R��bRT RMENp�Tfoli III c�,t_v EHnIBe�3 1- JN 12" �. x jz� I I I�sTmucTllMZ�l. �. � -4 I I C3 fr-m e+CE , GTov-L) ' ON oopq I I I WOOD ACCESS GATES(Rv LOTS) NO SCALEB GENERAL CO NSTRL CT IOV NOTES 1. CONTRACTOR SHALL VERIPY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL.NQTIPY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 2. CORTRACTOR SHALL VERIFY LOCATION OF ALL DTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIASLE FOR ALL DAMAGES INCURRED. J. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 4. ALL FORMS AND ALIGNMENT OP PAVING, POOLS, SPH AND WALLS SHALL 8• INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OP 48 HOURS PRIOR TO THE INSPECTION.) S. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED ON THE IRRIGATION PLANS PRIOR TO PAVING. s. REFER TO SPECIFICATIONS FOR ACCEPTED STANDARDS or mRTERIALS AND WORKMANSHIP. 7. ALL WALKS AND NOW STRIPS STARED PROM OPFSRTS SHALL HE CONSTRUCTED WITH SMOOTH GRADUAL CURVES. S. FENCES AND NOW STRIPS STAKED ALONG PROPERTY LINES SRALL M STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. 9. NOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 900 ANGLE. 10. LOCATE SIDEYARD FENCES ADJACENT TO STREET A MINIMUM OF S'-0" lItOM RACK OF WALK OR TOP OF SLOPE TYPICAL. 11 ADJUST EXISTING IRRIGATION SYSTEM ALONG VICTORIA PURR LANE- TO WOOD CONSTRUCTION NOTES 1. REFER TO SPECIFICATIONS FOR W&MARDS OF MATERIALS AND WORKMANSHIP. 2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO GOVERNING CODES AND ORDINANCES. 3. ALL MOOD TO BE ROUGH SAWN (ROS) UNLESS OTHERWISE NOTED. 4. ALL WOOD TO BE REDWOOD OR CEDAR, AS NOTED ON DETAILS. S. ALL NAILS TO BE GALVANIZED IRON. 6. REFER TO UNIF'ORF! SUILDII@G CODE FOR WAILING SCHEDULE. 7. ALL STRAPS, BRACKETS, RANGERS, STC. TO BE GALVANIZED STEEL OR PAINTED WITH ZINC CHROMATE PRIMER. S. FAINT ALL STRAPS, BRACKETS, HANGERS, ETC. TO MATCH WOOD FINISH UNLESS OTHERWISE NOTED. ! ! ! ! ! ! ! ! !! ! 1 9. ALL BOLTS SMALL SE CADMIUM PLATED, CALVAW12ED OR PRIMERED. 10. ALL CONSTRUCTION SHALL BE PLUMB AND TRUE. 11. ALL LUMBER SHALL BE SET CROWN SIDE UP. 1L ALL LUMBER EXPOSED TO PUBLIC VIEW $HALL RECEIVE TWO COAT .OF THOMPSONS WATER SEAL OR APPROVED STAIN. AS DIRECTED BY OWNERS REPRESENTATIVE. MATCHLiNE SEE SHEET 2' RRiRRi!!0N!!�� CONFORM TO NEW HALLS AND FENCES. _ 1L STAKING OF ALL, MEANDERING WALKS - ALONG BASELINE AND iN "M PASED TRAIL BYSTEM SHALL BE APPROVED IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FiELD CONDITIONS BY THE PUBLIC WORKS INSPECTOR, PROJECT PLANNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 4 _��!!!_ lan.r!!�:! SIR ft• ►3. ML L1414TING fiWWjtES -SOWN HFOR LACATIOM 4 11? ONLf. INS 1 06TAL4, FOOTiWos, WIRING, !TG Q`{ OT "mq 129 48 G -o T, i5Lumio 128 5 I :-o-r-Kr 126 L CC^T1= Mo1A.,'5TNj t`' I" fl P(. 51-011 r" ' DI= kjAL. K � ^t�oNe igRo pR T UNE -^5 b �•I1J , CONSTRUCTION LEGEND 6' HIGH SLUMP BLOCK WALL AND COLUMN WITH - GROUTED AND PAINTED FINISH, SEE DETAI16 SWEET G. Of RIGS PRECISION BLOCK MALL. 4, RIGH SLUMP BLOCK HALL. PRECISION BLOCK WINTJ►INING WALL. ! ! ! ! SLUMP BLOCK RETAINING WALLI SEE GRADING PLAN. I' WRODGRT IRON PENCE OVER DECORATIVE OCR RETAINING WALL WITH BLOCK COLUMN, SEE G 13 ............. WROUGHT IRON PENCE WITH BLOCK comm.G _ ^^s WROUGHT IRON PENCE WITH LOW BLOCK WALL.lz� 4' WIDE CONCRETE WALK. '�bf E( -r-} v WOOD PENCE. 5EEE{-E © 8" WIDE CONCRETE NOW STRIP. 5EE N..N..N...N...N.N 5-VNZGR WROUGH IRON . V �e a ems- 6=5rnTIq- FENCE aW S CD I----------------- LOC^Nc>✓ 6 Tot 5 3 SL,ot-E old S1- 011 MiN . FQ 15AC K of ALK I 120 A 21 I54 ^� 5D M 60.31' 70. .03' BASIL MATCHLINE SEE SHEET 4 62 61 f- 6TI m 57 56 63 LOCATE FENCE c6 -r<5r OF- ,&L.oi"E t4q. FRc P> SCK OF kJAL 3b I -a11 ti �rt�nu �llt' �P91© • MOTECT 4 0-51-=ws t cAs-mq Sur-^LlTll-� WNpRow PREPARED BY: SCALE 1" - 40' 5 MORSE CONSULTING GROUP PLANMNG • ENGDVEF MG • LANJMSCAPE ARCffrEC7URE 4860 IRVINE BOULEVARD, SUiTE x11201 IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730.7117 PALM DESERT I on _ -- 65 ie /L g I- cM S^n ZYP MILD -N46 PEI GITj' S�I�f� 17Epy L *IDI 2 r, 0 -- T1q�IL y, I I I I i I I 150 g I I 11 I i � W D z 1 wl ExIS'TING E5 To FROM CoUr47F:z' ETP - I kl ✓TALL PER 07I ST76\JDA ,01 0RKJ G. # 1010 I oIR c7ON 5151rAW T h1 ITI-I Ci' g IT-'♦j'P.tJ 7 • FoR -rrR It, IFENCNG aT 7H C- 11 M5 F 4T� TI • 151-oq PYP EQuE5 IAN 7wAIL. I i 5 cETAIL. G -7i-IEET y fom T-(1' S1il,T1� . I I 152 g FIFA PREPARED FOR: � I _ Oct 0 z Q • �I r GAiF,S 70 1 8U I LD � IN5TAL.L PE� C1'`/ 5TANOARD DETAIL * 10111 I w I 153 I g • 1 g • I SLUMP' VUOcK 71REATMEf JT - (I I ST =o FEET) I FMoM i'2. D, W . TYi°+ L�T5 1 C516 7H KU 15-1 - �-o I -cq 0-a. CONCRETE VINE POCKETS K LOCA -r-, c EVEriY TH I RO 1057 01'= 5 T He rENCE , FXCE PT AT N GATE L c:7CATiDNS I"L-�tJTEFZ i°JQEAS - Aep SHOW . A u HT SLUMS 6LOC K WALL. 5 L ocATE ALONG MorER- Y LINE OTE l OR CONSTRUCTION NOTES & LEGEND SEE THISSHEET r APPROVED FOR CONSISTENCY v WITH ACOUSTICAL REPORT FOR VICTORIA GROVES kJl0e 7YF? F.QIJE5TRIAN iRgIL CiTY OF RANCHO CUCAMONGA BY: t 5XI57ING 71gEE5 TO GORDON BRICKEN. Her' ^I N WM1 I N TfQr'd L k oTEc'T F DAMAGE GORDON 8Ri CK EN & AS SO. CONSULTING ACOUSTICAL & 6Tm -rtp INSTAa-t.- F'EfZ ENERGY ENGINEERS I CITY 5Tr). DV4(5. *lo12 I_ I I LYON XeWILLIAM LYON'Kiw "t 8640 ARCMBALD SUiTE B RANCHO CUCAMONGA, CALIFORNIA • 17.0 PvrG EGtt1 �ST�I�.rl � 3 49 I ADD GONG. MOW STPle 12- 4-'e(r DIEM" REVISION a CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 CONSTRUCTION PLAN ANROVEO Nanti DATE CrTY EpaolmmA c�'I_aN DE•iON 1 MORSE CONSUL77NG GROUP i1EGOMMENDSD is 50 AMPHOR .m M. w.au.'km sum ml �,y� wwc,�110R1a�'/?Ti.is. ►w+o[vJr? Dp1AWN COURT _ SL JOB NO. 240-12 3 1 43.50' 14.03' 28.01 , 28.'l� Dr ^W1M NO• 51 25.1 ' ' = 22.85 MOPFNT( NE �1- 011 t F=KoM KJA 7`(Ip 124 , 123 Lcc^7- m1m. 5' (5? Tot° c' t�&CK cm K 0"w 5 2 OF GF of , T'rt° L CC^T1= Mo1A.,'5TNj t`' I" fl P(. 51-011 r" ' DI= kjAL. K � ^t�oNe igRo pR T UNE -^5 b �•I1J , CONSTRUCTION LEGEND 6' HIGH SLUMP BLOCK WALL AND COLUMN WITH - GROUTED AND PAINTED FINISH, SEE DETAI16 SWEET G. Of RIGS PRECISION BLOCK MALL. 4, RIGH SLUMP BLOCK HALL. PRECISION BLOCK WINTJ►INING WALL. ! ! ! ! SLUMP BLOCK RETAINING WALLI SEE GRADING PLAN. I' WRODGRT IRON PENCE OVER DECORATIVE OCR RETAINING WALL WITH BLOCK COLUMN, SEE G 13 ............. WROUGHT IRON PENCE WITH BLOCK comm.G _ ^^s WROUGHT IRON PENCE WITH LOW BLOCK WALL.lz� 4' WIDE CONCRETE WALK. '�bf E( -r-} v WOOD PENCE. 5EEE{-E © 8" WIDE CONCRETE NOW STRIP. 5EE N..N..N...N...N.N 5-VNZGR WROUGH IRON . V �e a ems- 6=5rnTIq- FENCE aW S CD I----------------- LOC^Nc>✓ 6 Tot 5 3 SL,ot-E old S1- 011 MiN . FQ 15AC K of ALK I 120 A 21 I54 ^� 5D M 60.31' 70. .03' BASIL MATCHLINE SEE SHEET 4 62 61 f- 6TI m 57 56 63 LOCATE FENCE c6 -r<5r OF- ,&L.oi"E t4q. FRc P> SCK OF kJAL 3b I -a11 ti �rt�nu �llt' �P91© • MOTECT 4 0-51-=ws t cAs-mq Sur-^LlTll-� WNpRow PREPARED BY: SCALE 1" - 40' 5 MORSE CONSULTING GROUP PLANMNG • ENGDVEF MG • LANJMSCAPE ARCffrEC7URE 4860 IRVINE BOULEVARD, SUiTE x11201 IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730.7117 PALM DESERT I on _ -- 65 ie /L g I- cM S^n ZYP MILD -N46 PEI GITj' S�I�f� 17Epy L *IDI 2 r, 0 -- T1q�IL y, I I I I i I I 150 g I I 11 I i � W D z 1 wl ExIS'TING E5 To FROM CoUr47F:z' ETP - I kl ✓TALL PER 07I ST76\JDA ,01 0RKJ G. # 1010 I oIR c7ON 5151rAW T h1 ITI-I Ci' g IT-'♦j'P.tJ 7 • FoR -rrR It, IFENCNG aT 7H C- 11 M5 F 4T� TI • 151-oq PYP EQuE5 IAN 7wAIL. I i 5 cETAIL. G -7i-IEET y fom T-(1' S1il,T1� . I I 152 g FIFA PREPARED FOR: � I _ Oct 0 z Q • �I r GAiF,S 70 1 8U I LD � IN5TAL.L PE� C1'`/ 5TANOARD DETAIL * 10111 I w I 153 I g • 1 g • I SLUMP' VUOcK 71REATMEf JT - (I I ST =o FEET) I FMoM i'2. D, W . TYi°+ L�T5 1 C516 7H KU 15-1 - �-o I -cq 0-a. CONCRETE VINE POCKETS K LOCA -r-, c EVEriY TH I RO 1057 01'= 5 T He rENCE , FXCE PT AT N GATE L c:7CATiDNS I"L-�tJTEFZ i°JQEAS - Aep SHOW . A u HT SLUMS 6LOC K WALL. 5 L ocATE ALONG MorER- Y LINE OTE l OR CONSTRUCTION NOTES & LEGEND SEE THISSHEET r APPROVED FOR CONSISTENCY v WITH ACOUSTICAL REPORT FOR VICTORIA GROVES kJl0e 7YF? F.QIJE5TRIAN iRgIL CiTY OF RANCHO CUCAMONGA BY: t 5XI57ING 71gEE5 TO GORDON BRICKEN. Her' ^I N WM1 I N TfQr'd L k oTEc'T F DAMAGE GORDON 8Ri CK EN & AS SO. CONSULTING ACOUSTICAL & 6Tm -rtp INSTAa-t.- F'EfZ ENERGY ENGINEERS I CITY 5Tr). DV4(5. *lo12 I_ I I LYON XeWILLIAM LYON'Kiw "t 8640 ARCMBALD SUiTE B RANCHO CUCAMONGA, CALIFORNIA • 17.0 PvrG EGtt1 �ST�I�.rl � 3 i ice . To P'Yt;� I ADD GONG. MOW STPle 12- 4-'e(r DIEM" REVISION ATIE CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 CONSTRUCTION PLAN ANROVEO Nanti DATE CrTY EpaolmmA APoo. o. �i� DE•iON MORSE CONSUL77NG GROUP i1EGOMMENDSD is Pw ftANPR MC • EArfN DtM • LAM WAPE ARCIQrrZ7U E .m M. w.au.'km sum ml �,y� wwc,�110R1a�'/?Ti.is. ►w+o[vJr? Dp1AWN OMtET SL JOB NO. 240-12 3 1 CHECKED Dr ^W1M NO• v G�X2 KATE D3EG�!!'+C �i/% # F=OSAD Lr,6� (2 PER XN1.) • ="t.^ •b}i ftE FOK CoHo. ultra. HANDRAIL NO SCALE (A �I,•-I 14f`Io(�G�p h-bL.l� � MATC.}•i FIXTI�kE, N'iC1..4NT1 �4 NOTE FOR CONSTRUCTION NOTES & LEGEND SEE SHEET 3 ALIGN MeN T OF= MEANDERING 71"L43 M CoNCEF'iZJ AL * IS To SE A4cT-P0VEb rEIR GENERAL CoNSTRUCTIoN NOTE * 12 SF F5T 3 . SCALE: f : 40• PREPARED BY. Tjr EQUE57KIA�N ThRAL 1-oO HIGH SLUMP 15LOCK k1ALL. APPROVED FOR CONSISTENCY VITH ACOUSTICAL REPORT FOI VICTORIA WINDROWS 3 CITY OF RANCHO CUCAMONGA BY: CORDON BRICKEN. CORDON BRICKEN B ASSO. CONSULTING ACOUSTICAL & ENERGY ENGINEERS PREPARED FOR: � rmrstoW umm WST7IIWIm WALL. Fob SLum sLOCs HETAIWI= W"LI M QWAOIM rLAW. s� WWGOGWl low rsMR ov.OSCOWATtVs Y?AIMIMG WALL WITH sLOCs COLUMN, iss G �»»••••o............• WWOOGH. IWGW rsW" WITH HLOCK COLUMW. CITY WWGOGH? IWOW FIN" WITS LOW HLOert WWLLIZET i' Wm COWCHWTs WALs. %m i WOGn PoWCs. d 0 r Wlos coHcW:rs NOW MTV. xa »-•---- --•---»»-•• 5v HIGH womu.T TWO rzwz. FIRoH .o „w e G�X2 KATE D3EG�!!'+C �i/% # F=OSAD Lr,6� (2 PER XN1.) • ="t.^ •b}i ftE FOK CoHo. ultra. HANDRAIL NO SCALE (A �I,•-I 14f`Io(�G�p h-bL.l� � MATC.}•i FIXTI�kE, N'iC1..4NT1 �4 NOTE FOR CONSTRUCTION NOTES & LEGEND SEE SHEET 3 ALIGN MeN T OF= MEANDERING 71"L43 M CoNCEF'iZJ AL * IS To SE A4cT-P0VEb rEIR GENERAL CoNSTRUCTIoN NOTE * 12 SF F5T 3 . SCALE: f : 40• PREPARED BY. Tjr EQUE57KIA�N ThRAL 1-oO HIGH SLUMP 15LOCK k1ALL. APPROVED FOR CONSISTENCY VITH ACOUSTICAL REPORT FOI VICTORIA WINDROWS 3 CITY OF RANCHO CUCAMONGA BY: CORDON BRICKEN. CORDON BRICKEN B ASSO. CONSULTING ACOUSTICAL & ENERGY ENGINEERS PREPARED FOR: At7()Ef7 6R�5aRIS MP+T L No � I -13 s� ED 5CSUE57R V-6 FePiOr45 -D ATE CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 i I&IAIL- 7K5AT►-jFfl T— c IsT�rj 5 8G FIRoH p. o . W . T-( . L-oT 5 I4t5:� OE•ION tH�u I5'f • RECOMMENDED JS I IV �r AMWNC . FVcJNMXM O uMucArt,uoc"rc TLW &Scor 4.5 I .n+W Rv" pNi/�7�lfi.`� rwu+OCtUrf Dm^wN SHEET SL 'I CAL+ 4 a _ _ � os __ -- o►+Ec wo oRAwiM "o• t o�4- L DA" z 156 Q� 01 F- I w At7()Ef7 6R�5aRIS MP+T L No .5-5-8-7 u tr�N Erloi -13 s� ED 5CSUE57R V-6 FePiOr45 -D ATE CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 CONSTRUCTION PLAN 5 8G �o OATS_ _tl 41117 cmryi mmw w.c.E. No. OE•ION I�MORSE CONSUL77NG GROUP RECOMMENDED JS IV �r AMWNC . FVcJNMXM O uMucArt,uoc"rc TLW &Scor 4.5 .n+W Rv" pNi/�7�lfi.`� rwu+OCtUrf Dm^wN SHEET SL JOB NO. 240-12 4 a _ _ � os __ -- o►+Ec wo oRAwiM "o• t o�4- L DA" -%LL CA` RTS UNDER c•.a•,,j�riNCAP- 8 7C o x 1(0" 6L.UT* ! f)".OGK �C�'�C'� �,P �3� �cH CoNy_cTION "`!!? OJiTH S=o.GaP,1-4r--RS IRON :o;�G►-! e�CK w��E ~"*•�E'1' OGC-l1R - ToGr✓THER Of�Cv'' �ti12-CQ,MEt�. SRO Fi � 5E� i N 55►oNoM N IS H KI/ 2 , .. - E�JAL. ey, a1AIG1SLUrIP 13L coe, o'�:Lc�,l`c" ,ff- o� E��AL. T`)'�' 3 oSING 5�1ooT>-t - ow L t9Ar _ -r MAX • cat,tlMN A d �coR�a GAP. oRGo I MI , oN+' co(_ -OR � MI ER-�1.�.. C,O!�V�R � - �R �r GE5 Jo11Y'rS 0,67-=V4 5� -T a) 5E -E i oR U '' 4�- w: c _. !�: =,'T- - v . U5E 2-X4 W/ I PLAN oN SET C - 4 "lb's^ JBIk1G TE C Fb5T5 4,+ Ci �c I Co'GONG_ M 15L c xi Co' oMjp CORN CL,!}°F''EL7 • x SL.0 P BLOCK OALL a cK- BL.aGt� G°tP o'�A'J VIEW (9� 45°,ANGLE f - , Z t� IBLocK ccv . = o"Q,c•:o'MSSIoN' 'r^1551G!�' • Q 0% sT�1DING kLALL5 a Com'. R� , , -. �� Tb �`CP'I CA,M= k:RoI.G-fT iRO�i >✓..-NCS ` 5Q. TXE T� B - Y?- so P!.. =TS AT S" 5TH .. ' /= _, BLOCK col.aR �-T-n� lQEMAIN -,�� _, 4 � o. c. �� ©oR B� ►�� .�.. T4 5 . =� , I/2n � - -+,1- o. � \5 Lr�9„ SME f=OPT � ,� -011 49 0, i4trT. �, sr�-=�r- s-� 4PLAN F=oF Loc,�,� 5. ' • - ' GEE ilG P:A'-1 S FAQ i • �, RETAINING GGNGiTIoNS• � } 4 Al.l. k1Al..L FOVTIVG REIN!�RCING To EApNEGf� VAgE5 ( _ �E1� ENC R'S �� _ �SiG`JED BY S�UG�J'4AL ENGR. _ �I N S 1 =..SAN z - _ 15o II►1 1N a N «.— 7Zo � v b JOINT • T 6o - Co v!PAc7oN PER SOILS R=6- "T m . o . • . _ `, 50l L GOr"'�AGTiON PFR �G1L F�'�R � • . o • : NaI� : PROV105 NUMMR OF iQl�ER5 NECESSARY Tb MAKE G4AM II -�--t R;GOr"11"jENCJ�; IONS .o R;rC'oMI+ENIaATIoNS. , CH�NGS AT L.G�rgT10N� SSW Oly I�I.,AN ( Ste. GIBING v 0► o . '00 kJS S EF RENF.^7ie7 G -III Fdlltl INNS) EdR I-IANP"IL 0�7,NL 5� DETAIL �°A `SHEET 4 5L.UMP tuck LA -L KJ rr I uLi�P BLOCK f ROW LOCI F�T1N G SIZE TO RE CAL -CU �T�l� g•� I S"TFZUGTIJRAI E,�IGR . cAP, SES A • . NO SCALE SLUMP BLOCK WALL NO SCALEOA SLUMP BLOCK COLUMN NO SCALE. o CONCRETE STEPS NO SCALE Co SLUMP BLOCK WALL/WROUGHT IRON FENCE D _ NjEDIUM eRoorj PiNi i -I � "x '' F -'� C = =� 4 ;Jrc: c ,, .� cz�c- rJj�-� � __'`! �� GI-%�l �� RFAGE % `«-i' V J� 7/� " /-r--'-+.! � ri"F r C2+ ,. ✓ Tcr L.=t7 JOINT I9/ •{ Tl'F Z-0 GA () ( x 3 :..� ?+ EL F1N15H v3 x�' R05 C= -R B4�T X. �o - o' o. C. TBPA`*' i --f _ �� p --„� Ertl`. ()N R L EDGE 0e - c” ISG " �� ,� ✓ Ry G QR4V1bE A ;04CES' 17Go1N✓ l.i�tE AT iC' O G . rl=_ 5/�iiCIAIP WrIN, �5 h FmR F1t.I.ED 5<I-)*Ncv10N JaINT AI Ad o •G N I sM Gt�L7E AND AT A -L- GHAi-1GE5 IN DiPZC- iON . IfA I`` x G11 Roa CEO -26-'Q ct) TUFzF OR r—, eC0i"f F70SED GRAu-4 r c NOT=, . :=ON��C-c�. �•� Q � '°�..., JG GN n l � � -► ,�Y A6 NO oN PI.4N I c�1P�CT t�1�? roottREFt�?i ="AJC ✓ 1 T` -f G"� �«'_ f Cor,S-r '•:G"= ANT EbGE DROOrl F945H ESC 5ED To P(JI3LIC Vl Ew \ ` - " ASH �, -%I.ED JO1NT hli'jf-� I C -PAC Gm:vzc v R SMa�'H 7FZowEI. FINISH ' f SHALL r; ,E GEI VE oNE CcdT OF THo' IP50N S-=�tUp ItiJ,gTErg SEAL, OR AFpf:Ko'1/Er STAIN I Iar + - -•-�II v. Il �� ail pIREGTED 13Y ac�!'yER� REIQI`�GENT�T'iVES 2'' ;, --,� ,, _�6Q - _ , . j• - #4, MEW �.•ONT a f o f„ ..✓`;,R,: r �OCTN�S O Bim. ..�*. G C 8 A v a�' .of•1P, r S 411 6-. mil, , b �c c T c.3 ;f 4 ��`✓ ? ION �� cu' Yi Y f �C/1r f i i x/10.. •i • �'. a ► ' , FCF',T =- �r'-(ENC�,-' ON . ( I i I I i , -� Q .01 . WOOD FENCE NO SCALE QWOOD FENCE & GATES NO SCALE E CONCRETE MOWSTRIP NO SCALE G CONCRETE WALK FINISHING NO SCALE H N— Ec�UE57NAN T"IL, 3!�G V�IE5 r�R " 'j'D ALIGN kl/ OPE I pE CON WH ON �IGR.rr6R PER Crr( STA)JDARD * a13 G" G PLAN) OR 3 PEComrtbS D Gf hwm, 2' x 4" Roy CE -CZAR �N��.RS Okla C TOP ��Q"Z T� o I�OI.E 12 biA. IN 1•i�SP LAK PRoV � a u ` 2 PeLE To FIT IN CONI. - by oi-r- GONG W ZFillr' PbC - L. EIJGII+IE� GUT`rep, occUlci �dl.�� LE FTbM UN7fz� Go W/ MIN. CLQ. P� . � TA NC-� I Cob Af�oUND To Al.l.oW �oR . • �° N Y Fe Po. Box, 2 SM STH E°``>'t' ISM OVAL- _ 1 M �c 21 - SAN ,.k,IAN TF�1�, r + M +- " o HING�x7 F'tASP II ..• .4 (`TIq)� - L37 IST�L f -'ER x4 i105 C'ri -R Ro5?� D AX. Cv o G. TREAT NICE X � L. ;NG LwAC-H � ��TiON � GITY OR~ r494loI WCOU 15ELON FINISH GR,40E kV hlO:�10 PRESERVATlvT,= eloE. sECUI'CE To c -ON ^7-T^,-0 To {QE i"Af'�!I � ALL I,4 51r-1P50N CLQ COLUHt4 HOLD L'.L SL W/ApjACENT COU -AR W/ 2- A/511 A l i cs To 1..1 P �E 6 EACH r05T-c-A1ouT50 6OU0 IN'm kET^i 4iN'� WALL i0AIING WHEN fboLL.AKD LAG 5oI-T5 w/ SH11SL4D W 1 Thi �'NC, STINGS kl:l 0 c�NG. H01415TRIP5,�Ii"i I11x G11 ROS CZ�['Q 9ALaNG5 ocrUrs IN A.G. p}�V�D CoNC. RING G�,'j' IN •� 3" LrX: art ovrs�ma Ir PLACE oR GUT FROM �u�STrllhtl r�� PIRSC-TL,YACL^c�Nr -ro SWMP C?t2 1oN t-5Lcnc< K j'AIHIHell Wa ll..- Fi2 P�f'�EA . -O (SIRE - CA5T CoNC• OK I�L.� 24+, 6 i�NCE r05T8 AS SHOWN �►4peC,�pE t�I SNS. N HANHoLR5 SEGTIONO. NOTE,`: . CONTATO CR GrA.L. VEPcT l RI FY 'Rocuc N �i7GE aF "l'1TNG _ ONCE kJrTH IDEVEL. R P�I019 7Z:) A,G. ?''AVINC " PACING - NS'�u • 1 NSTASL.L .ALL C.F� ay L1P- Hill, 5f Oe OF '4• _ - ''i, TYP. EQUESTRIAN TRAIL SECTION NO SCALE L R:1:714ININ0 WALLS - SLoP� isoT'T'oI-Z of p C i i �' 1 FENGi��,I/J lTI••t G RAp�,{'� :• p ' i ` /j �+ : � � C. � (I � �.�•�.E r • -�LLit/', i��i� `,"..%�I �.�L/ t:' I U�(/Sri' X j✓� .. �.••. I _ RX 10 SHALL r` 5c- ivF- ONE CozT of THomrsoNtS - II Mill o a POST ' - kAIER SF�AL 4CR �oVE� ��Tglr� AS %.�'�,� (IIC3 IIS � PA. 11H �(w �`� DfIgECTEID BY c�ItiNEIFs r-ZEPi`��ENT�'TIVES. v •Q.8 ALL ALL 4 1=007-GIEEINFJt2C NC-� FGp'j1tJ I h �' _ = fT 77-iI 5i Z� To e)E .c' C 5Y '5"ILICTURAL E; -G' <. s� I I ( � � i coo I L C,O`'►PA,,: TioN PER GllRF�=NT r✓• of LS I F0*oRT R�G�r"r'iENDP�ToN —I I I i Fail: I =�1 I'I.�AN WOOD FENCE Cq? RETAINING WALL NO SCALE(A REMOVABLE POST NO SCALEqj VINE POCKET NO SCALE K PREPARED BY: A,w06MORSE CONSULTING GROUP PwP"MWNG 0 ENC/IVEERlNC 0 LANDSCAPEARCHITEC7TJRE 4860 IRVINE BOULEVARD, SUiTE #201 IRVINE. CALIFORNIA 92714-1299 IRVINE (714) 7307117 PALM DESERT PREPARED FOR: LYON 071 - /Pe WILLIAM LYON �am cin i 8540 ARCMAL0 sUME • RANCMO CUCAMONGA, CALWORNiA 91730 G14&445 ED UE5. F-f5NcI 4-15- DiEscmPTION 1111131111m ATE AFMOVED CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 CONSTRUCTION DETAILS ArrwOVtO ■Y crry srro,rvaw DATE i s •8Co w.c.S, ho. 09810111,111 JS v MORSE CONSULTING CROUP " mcommIEND111110 .VNO[ , •v►l [0.41IM iir•��•I�• ►YY OtlIIT JOB N0. 240--12 OAAWN SL •NniT 5 — ow 041111 owAw,M No- - OATS 10`54 - rol c. F1"ING CPO Ido" tul%Ipw SLDCK COU1p%N im J noN NOTE5 ALL, —A UM'1F=:D BLOCK Fd;M Cd.- P� A4NV ROOLOCK GAP - - - -1 eHA LL 8E CRCO 'r1i551oN COLOR' Al.L 5LUt*'E0 BLOCK FOR to"X G"x iU -Ui`'1 D bLGGK G NEW C' HT P=RirETER kA -L5, 51-�Al.l. M 'M 15 SiION" COLOW- # SHA -L R� rwlr,1 4ALL. M P NTcD kJITH TWO coAT� �F PAIN Ti�ON TME �S9T 5InE OKLY- YM rT coLoIL OF FAIN WITH "ER PRIOR -rO A vUC^-1 ION . N Co'x Ido" 5WH51CK "RoklLOMI 5coREU - - T - - I2' 21- o' 12+ CAFMi�i �►.l" CD�oR oR EQuAL , 0 1 21 �c 21 15RA55 FLAPUE VERIFY EXACT 51EE WITH OkWR FRIOR Tb CONSTRUCiiON OF k ALL. SECURE PLAQUE t 70 k AL L PER MANUF°,CTU'�ER'5 REG4h'irlENMAT1oN5. I ENTRY WALL PLAN NO SCALE q _ ENTRY WALL ELEVATION NO SCALE g Nei t� - E 5TRUCIUMAL DRw(55 FOR fRmC� �rlt7 F�'TTNG CIr1EN5ioNS � - 4 11 A� SHOWN � � TOTA. ) 8"r ax Imo'' SUt-1=1 f!5i3OC,K N ROWLOCK'' SC FEC) \Z4L ,Wx 16, SLur1P�D 15L.ocK Pe NI-IFT" WALL CA.P- oRCo �� M►55IoN �� COLOR CAR �gUAL }- 24" S Cod x ro o x Igo" S� r� WALL O�Co 'I"MI S5 io1�+ — KnN �P�- GoLoR — (To fRFEC IVB eACK FNISR`-{ It PAINT A— — — �+ ON C.11zEET CoI nE O NL,�' _ • "'7 #4 HONZa-ITAe 160-c- 4 I w covNc, 8"-)f- 07, 10 5LOCK COLUMN 00 d KiSHOR AL NAK S."20.61 WX PoweL5 To MA'rC'N Y" T' i' MNF FINISH GRP�.-`E COLUMN SCALE: 1/2"=l' D C)ooro 4= till [] Z RC2 a ;A55 FLAtIr. V"F`1' 57M WiTf OWNS MOR To c - ONST»UCT10N OF WAJ.L . S 5U C- f°LA= TO � A6 FER i''IAN ER 5. RE - Vf�1`zi E'S ,AT RF TAINiNG CO�I� TIo N C:OMr'1 ENC�AT1 ONS. ( FACE OF E TO 5E SEE Si1eUCiURAL. t�Rk1C FL05H WITH FACE OF COLUMN A45 NalCAM�0 ) PERIMETER WALL — BASELINE ROAD NO SCALE C PLAQUE (0- ENTRY' SCALE: 1/2'=1' E PREPARED BY: PREPARED FOR: MORSE CONSULTING GROUP rLaroWNc. ENcIW-F.znac. cnMscarEaRcHimcnmE 4860 IRVINE BOULEVARD, SUrM X201 IRVINE, CALIFORNIA 92714.1299 WINE (714) 7347117 - PALM DESERT LYON 3,74-,eWILLIAM LYON •540 ARCHiBALD SUM s RANCHO CUCAMONGA, CALWORN1A 91730 CITY ArrROVW OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 CONSTRUCTION DETAILS ANwOV90 1Y CfTY EN01N=* pao�W OES10N JS ft,�OILCONSULMGGROUP IIIR�J«YG 9 LAAOSCAPE ARCNrrrC1L W AEC.OMMENDEO f►1A1�j �.� Am Wm. ■VK cunxiu W714 IM �•��r10+u� ►yrOddT JOB NO. 240-12 _ SL iMtE7 s es -18_ aECKsO 01lAWIM NO. oAw ELECT. SERVICE TO METER IS _ P.O.C. TO 211WATER METER TO BE PROVIDED BY DEVELOPER PROVIDED BY DEVELOPER • • _ §:AAHIGHLAND AVENUE - } /j'� � ' A�� .� •�•�•��•Tam!•.�a�liS••_a_a_•..•__•�•_•_•_•_._a..•_• .•_a_•—a •..•_♦r_av�i�!!a�.� aim- •_•...•_•-•-•-!--•..�_.•_I�L�'1'aL��L�'7i_♦! w :'moi_ "f��7+l�:i!!'.'/1U!'r.,� "l.�?1L!'Z%�!'.lF�` •-a�a.=� � � _ lw IN vo a. �.. ��! • • [ • • 1IIiSr•_ia vu,•, �- y / �� ffw-� r "r•la/ V\ ��r1 • _• r 11� �. .�� wr.•. • • O UO♦i i �. ate• 1 V ♦ _ - Wit,+� �•�•�•...•-a • �j V .�.��, ��,� • ♦ 7 - • V -=•�•��s�r�• s �i� v��_r+_��_ �_•.-a_n�1�sG��r�-.'�I/r��-nr,��h �a� 4 ��; • ,V _ •• •M _•.-•-_•.•_•.a.•.•-• • •_•-•-•_.•_.A_.••_•_a.a__a.a__a-a-_a-•_a_•_•._�a�•�� •tea •. • • • _ _ �� 1•, 1•�. 1� • V� . w: , • ,• r�` �, . .�, �, �• r •, ry�ww 'ir��►=j1 _ .ter- j �•+��e`�1••�•�I-. •` `f, �,��, �r �. •� •• •�! r� �� f , �� '/� ��/ •�I�� . ��.f ` • �• •� . •, �� ■.W.I_.1m. i1r:�i�li��{�f1�5:/ii1J�r1=a/��►i�/�: .�..tR,.r.•�.1_I i�'� a rilii J� 1 j��71 r� ,�•i�� - •i17 _..-•..—+. �� \ • •� • � � . . • • ci r .� •� • +..:1 • I, - J L�R /.7� as • � ' � sa1.• 1 � . , N ,1' ,tl • • •' itr •/Rr1"� � '♦' • ♦' • ` ,�_i. • '• •r � �,. - -{ � r �, •••�I•.�� +•• �. �. �• -r.•. r.��,•�.�• •�•41i.-. F ��j• �' •:• 1,• i• r. I, ,�� VA R- � �• r_��. _ _. �.� w.• t •.��a\.rte �`� MI n �� /� - ,•--•7- - - �. _ - .• •7f1I�•7•�i1r•�YVLT7� • •��% ��jig �� .� � �� !••��•• �♦ 1� \, � rf�• �� •.•5.•.�•• ,.1, / •� a B 21 451 • r' ♦ •1/� • • � � � r. � a - - • ►.rllll� � il��a .► ..... �'�::"��.: ..-J,,.if��/1�► � ��. � ® �/• 1. I - +l/I IIS t _ �� ® • I , _. 41Ar t ' • • t1 •�, ( �k = j ,r � r • • 1 xj,.� 'II BOB t / � 6 SEE DETAIL �• 44, � �- tri► AUTOMATI CONTROLLER 11B�� 3 -STATIONS 7•28-138�— EPENDENT 1 V •OCYC 2 AMP LECTRIC IRCUIT TO BE OVIDED .Y DEVEL PER XACT LOCATIO TO BE DETERMI D IN THE FWLD I 18 • 823 ' 17 RL � 1 , B24 ; 147 III 143'� . 0' 1 om r1 Jed M �� ••• i I i M 1„rA �, ► kc� r of r , y r r WriYc Y► 2n i i ►r • • ” ii -...._. W � yG� � t i •/ { � `�F f l� s A y�1 • A y 1 'IG�I �� : /� y y : 1 �i �R 1/IM J +t • • I- I 1 • + •! �i y y � t , ref �,, ,� • Tl- B4 ,i _ B25�2 CL. • Ilo B 148 w A 1 .^ 28 29 30 31 32 : �,n I - • I g 33 34 i z 35 3 7 36 w, 141GLIr EST 38 I ,l.t� 1• : ti I r . I • 0 _ .fit SA _ r 13 , '+ I I OURT i I • ZI Q Lul : VI -2 39 149 I s • 3� 140 I .14' 827 ul i Z>W • � I 44 ♦ + o, ♦ ♦ 133 ♦ Qt 134 43 Lu ��II 1 42 40 — cry • m O Q A • a 41 139 •• 132, � A tj 135 45 • . i Otr B3 w/► II rN •' `91 � 1 8 131 __ _ oJl k A A + p CONTRACTOR NOTICE B2 4 ' '[HIS SYSTEM AS SEEN DESIGNED FOR 80 P.S.I., OPERkTING •• 11%I� W HAT A MAXIMUM 65 G.P.M., BASED ON INFORMATION OBTAINED • I B I �OG-� FROM RUSSELL SILVA OF THE RANCHO CUCAMONGA WATER DISTRICT 136 ``� •, Ui1 2/13/86, W40 INDICATED A 100 P.S.I. LOW AN) A 115 P.S.I. l •• I �I��II NIGH. Y 1 INSTALLING COfi1TRACTOR SHALL VERIFY DESIGN PRESSURE BEFORE CONSTRUCTION. IF PRESSURE IS NOT AS NOTED, CONTRACTOR SHALL ••.'� y {� 130 / REPORT THIS INFORMATION IN WRITING TO THE OWNER OR AUTHOR I N IZED REPRESENTATIVE BEFORE !NSTALLATION. IF HE FAILS TJ 10 ♦ ai' ♦ ♦ 1 .•• S0, CONTRACTOR SHALL BIE RESPONSIBLE FOR ANY CHANGES •~ � ■I NECESSARY AS A RESULT. 131 ' PREPARED B Y: PREPARED FOR: MATCALINE SEE SHEET N ASSOCIATED IMMATION CONSUrLTA 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA 90026 (219) 477-9626 SCALE f - 40' MORSE CONSUL77NG GROUP VMAIVM?v'G • F.NGINFMZ MC • LANDSCAPE ARCHILEMM 4860 IRVINE BOULEVARD, SUITE 0201 - IRVINE, CALIFORNIA 92714-12" OVINE (714) 730.7117 PALM DESERT SPF LYON Xe WILLIAM LYON 7?am -,, •640 ARCHIBALD SUI" B RANCHO CUCAMONGA. CALIFORNIA 91730 u -1.) A ®ACD 7W�RVv ' A5a FV -5771V5 7•28-138�— ® bGnt�rGa, pz-4 ioiorw, 81 - W-0 CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 IRRIGATION - PLAN c y rn.olmm" w.c.t. ao. cmSI•N� �MORSE CONSUL77NG GROUP AtCpMMtNDtO AIC V'VWRAwr/c. c• ew•cWAMARCrr&-nm �..��j�OM4�7 4wWYK.okoj%AMWMON ..IFIL <,..a....,• .r/! •/w"61617 rmmoc n DRAWN •NitT AIC JOB NQ 240-12 7 i= or./sacso�� o.•AM►,M �•o. A I c lD3�-L OATS u -1.) A -1 11&2' ASSOCIATED MItICATION CO'NSIILTANTB 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA 90025 (213) 477-6525 SCALE 1' - 40' i OPA w MORSE CONSULTING GROUP rrnMvnvc. eNcnvEExmc. u►nmscalE.+RCE+rrEcrVmE 4860 IRVINE BOULEVARD, SUITE #1201 IRVINE, CALIFORNIA 92714-1299 WINE (714) 730.7117 PALM DESERT 8 � t�t��st�ra�rE�r i• >rlrrtrlr LYON XeWILLIAM LYON'am- ,, t Y! 0540 ARMBALD SUITE B RANCNO CUCAMONGA, CALIFORNIA 01730 IQ,)" I � I ---) If l 112RtepATION SYSTEM- SA64L. STREET IT -5 - ATE CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027, IRRIGATION PLAN CWTU Ar,.wovso Oy crrr Eworn�w w.c.a. No. OEt10N wECOMMaNOaO AIC MORSE CONSUL77NG GROUP pwnAm@NC*VoC000MCoLAMSCAPEARCFVrECTM M. RYM ALL\.Ab SUM M1 .�K (.L010MA W71.Is art 111671&/117 ruro�on OwAWN ONaaT JOB NO. 240-12 AIC 818 k� I ._tom o>+a coo:AIC OwPam. LAwrNO IO ;5-1 -L+ oAts IQ,)" I � I ---) If #IAATCHLiNE SEE SHEET r • /i • 1 >r H � • 1 ■ ..4 1 112 113 114 1 A6 0i ` 3 -021 54.3' 55.001 - - _ A7 CAMASSIA I1 n 28.01'32.35' 32.67' 65.00' 32.16' j .45' 24.71' + 108 107 106 109 AUTOMATIC CONTROLLER 11Aof : v1 32.STATIONS INDEPENDE 115V SOCYC 2 AMP ELECTRIC I CIRCUIT TO E PROVIDED BY CIEVELOPER • ■ EXACT LOC TION TO BE DETE MINED IN THE hELDI 92 93 1 95 1 C, rt ■ • II 65.00' i No •' :�, lit 47.31' 65.0 88 ECT. SERVICE TO h ETER BE PROVIDED BYDEVELOPER] rt 97 65.00' I 55.00' I 65.00' 1 65.00' K Sol STREET ptm i : v1 --------------- .t ♦ I '�R A I 'iti'I -jW1 CITY • ■ �. Z • TRACT 13027 ' • ML' 11-5-dCo CA-MAP"CVWC A. QI oEaIYW AIC I MORSE CONSULTING GROUP M. P" . .,,,,D A.f A,RCff,VC7LW gtCoMMENoto �S 11L 116 117 I TO HOUSE HOSE 168 • 0 I - "COPPER LINE TH OUGH IN. PRESSURE 5QI PS I 1 o>-mC.cso � I POINT). AIC 65.00' 31.95' _ �•48 COURT Milo ii•�iii�iiiiii� • ii It � I - 7 2 A • A• 7 3 ' 11,8 � • Q- p� A . Q • ti h 76 . iu , 74 65.00' 43.65' 21.38' , A29 `+, + 105 104on 103 - Q ------ — Z EnN Z1 A I 'o• 100 101 102 + 55.00' 65.00' $3.00' I so. aa' 61. 10' 17� 43.59' 39 g�• Yti 82 I 81 80 79 •lit •' rY7 r • -� �[Kc �7� 11�� V � • � ♦.� Y � �� , r'� � � �•�u �� i �.� �� Vii.' � -I MOO ��,. T�� Imo_ -- -- - - ,��:r��i��-r.�� •1��• -ANFA,_majW� -- - .__., ` '� �. Q ! •,-,� 17 ird1jr. 101 _.I — — .� l Ciil� _ - .r� � ��f—• _ _ ��:i/►i.��= vim '� �"—��lir.'Q�'1► _ _ _ : _ _ _ _ ` � - -. B DiaTA 2 qq- CONTRACTOR NOTICE THIS SYSTEM HAS BEEN DESIGNED FOR 80 P.S.I., OPERATING r;T A MAXIMUM 65 G.P.M., BASED ON INFORMATION OBTAINED FROM RUSSELL SILVA OF THE RANCHO CUCAMOiiGA WATER DISTRICT ON 2/1?/86, WHO INDICATED A 100 P.S.I. LOU AND A 115 P.S.I. HIGH. INSTALLING CONTRACTOR SHALL VERIFY DESIGN PRESSURE BEFORE CONSTRUCTION. IF PRESSURE IS NOT AS KoTED, CONTRACTOR SHALL REPORT THIS INFORMATION IN WRITING TO THE OWNER OR AUTHOR- IZED REPRESENTATIVE BEFORE INSTALLATION. IF HE FAILS TO DO SO, CONTRACTOR SHALL BE.RESPONSIBLE FOR ANY CHANGES • NECESSARY AS A RESULT. AH ASSOCIATED IRRIGATION CON'S'U NTS 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA 90025 (218) 477-6525 SCALE 1" - 40' PREPARED BY: 75 76 m MORSE MORSE CONSUL 7TNG GROUP WMAIMNG • ENGIIVEERING • LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SURE #1201 IRVINE, CALIFORNIA 92714.1299 IRVINE (714) 7347117 PALM DESERT 77 "'a II A30 II/n11 rl TYP. INSTALL MAIN LINE INSIDE PLANTING AREA (SHOWN OUTSIDE FOR CLARITY) TYP. BUBBLER A25 SEE DETAIL NO a I . I A27A 1,S • y� ••� A26 A23 Iv�II 1111 .• I A24 PREPARED FOR: 154 I I I I t I + I I � I I I 155 I I I I I I I I I- A i : v1 --------------- ♦ I C CITY • ■ VICTORIA WINDROWS 3 Z TRACT 13027 ' 156 11-5-dCo CA-MAP"CVWC WV erry arkaaww" QI oEaIYW AIC I MORSE CONSULTING GROUP M. P" . .,,,,D A.f A,RCff,VC7LW gtCoMMENoto �S II A30 II/n11 rl TYP. INSTALL MAIN LINE INSIDE PLANTING AREA (SHOWN OUTSIDE FOR CLARITY) TYP. BUBBLER A25 SEE DETAIL NO a I . I A27A 1,S • y� ••� A26 A23 Iv�II 1111 .• I A24 PREPARED FOR: 154 I I I I t I + I I � I I I 155 I I I I I I I I I- A �� • W-1 ms•�_•�•—,��.�� 0, ,� ��7i �� -vM0i-&0m,v a_��-ter, ® wi LYON XeWILLIAM LYON r, a� 8540 ARCNIBALD BUITt B RAMCNO CUCAMO"GA, CALIFORNIA 91730 IR¢IC'� rl es LTi H! i v1 --------------- ♦ I n CITY • Q VICTORIA WINDROWS 3 Z TRACT 13027 ' 156 11-5-dCo CA-MAP"CVWC WV erry arkaaww" QI oEaIYW AIC I MORSE CONSULTING GROUP M. P" . .,,,,D A.f A,RCff,VC7LW gtCoMMENoto �S W & VM (n11'01Y•• Qt 1• LM wN[ 4114.1701117 ►Y!•OflUf JOB NO. 240-12 I •MItT • 0 I - , • 1 o>-mC.cso � I oRaw1►w pw. AIC I i I 157 I CATS . ' I • I A22 " A21 • • I%L'' 1 I, �� • W-1 ms•�_•�•—,��.�� 0, ,� ��7i �� -vM0i-&0m,v a_��-ter, ® wi LYON XeWILLIAM LYON r, a� 8540 ARCNIBALD BUITt B RAMCNO CUCAMO"GA, CALIFORNIA 91730 IR¢IC'� rl es LTi H! I ---o --------------- n CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 ' IRRIGATION PLAN 11-5-dCo CA-MAP"CVWC WV erry arkaaww" 36 Afft A.C.i• NO. w �S oEaIYW AIC I MORSE CONSULTING GROUP M. P" . .,,,,D A.f A,RCff,VC7LW gtCoMMENoto �S & VM (n11'01Y•• Qt 1• LM wN[ 4114.1701117 ►Y!•OflUf JOB NO. 240-12 O/�AWN •MItT AIC r ! 3 o>-mC.cso oRaw1►w pw. AIC 1034 —L. CATS ELECMCAL ITER TO SE VALVE BRASS NIPPLE (TVP. 5 PLACES) PROVM BY DEVELOPER P.O.C. SIDE LK, CURS, RAD. .k ETC. CONTRACTOR Is TO MMIM ETC i ENCLOSURE MYERS NO. MEUB-FM PRESSURE SUPPLY LINES & SIZE (?k" & LARGER) IN OTHER AREAS WITH MOUNTING BASE INSTALL As sOX TO BE RACED AT RICHT ANGLE TO I: PER MANUFACTURERS RECOMMEN- HARDSCAPE EDGE FINISH GRADE LAWN AREAS , SCHEDULE 40 PVC SPECIFICATION DATION It x 18" PLASTIC BOX AND COVER Wi I H 1806 8 FLT ---�- NON -PRESSURE LINES & SIZE CLASS 200 PVC ELECT ICAL CONDTD SOURCE UIT LOCK TOP �/ BACKFLOW PREVENTION • ;•. •` SASS ELBOW GALLONS PER MINUTE oTO BE PROVIDED BY DEVELOPER CURL TYPE EXPANSION LOOP ( MIN. 2C) REMOTE CONTROL VALVE SIZE �' DETAIL VIIIIILL TYPE CONTROL- AUTOMATIC CONTROLLERS RAIN BIRiI ISC-32 DETAIL NO. 1 6F �AS5 - • • . �. . LFR MOUNTED NStDE O �" CONCRETE FOOTING - INSTALL 3' WATERPROOFED WIRE CONNECTION ® BACKFLOW PREVENTION ASSEMBi.Y (B.P.A.) i O CLOSM DETAIL.NO. 5 w N. ABOVE FINISH GRADE AND CHRISTY'S LDL TAG (STANDARD) ` " ^ ~ ` ^'�'N• = BRASS UNION NEW WATER METER PROVIDED BY DEVELOPER DETAIL SLOPE CONCRETE AT 2% TO DRAIN - � � SECURE TO SOLENOID - `� � � 0. NON -PRESSURE # SPRING CHECK VALVES (RISER SI7E) KING BROTIILt:S 9CH. 40 PVC PIGTAIL ` ` SWING CHECK VALVES (LINE SIZE) LINE FITTING �,. •� ,i ' �'� CONTROL WIRE TO EACH R.C.V. SCN. 4O PVC STREET ELBOW —"-'— • • ' BRASS ELBOW I I COMMON WRE TO ALL FILC Y's � LINE (SxSxT) DETAIL NO. 2 1 SIZE 6 LENGTH AS REQ'D m®® AREA E RAIN BIRD 1804 MALE ADAPTOR • WIRING (AWG OF • 14 MINI.) • LINE PIPE N0. 11 m M 1/4 & 1/2 CIRCLE FLAT LAWN HEADS PVC SUPPLY LiVE RAIN BIRD 1804 B8 FLT .5,1.0 -LATERAL LINE 20 FINISH GRADE NO. I PART CIRCLE ROTOR HEADS i SHRUB AREA BRASS NIPPLE SOLENM (ROUGH) AF .:Vt lSiGFf- ' a, MIN. 36" LONG OR AS s E NO. 11 REQUIRES TYPICAL OUiCK COUPLING VALVE E 41" IN`. NOZ. 3 OW AOJUSTMEINT 25' 35 DETAIL GATE VALVE • J �1/ z-s•� A GRAVEL GRADE HUNTER PGP 360 NOZ. 2.2 ( MIN. 3 CU. FT. j ql' ETAIL T,. #+t 11 PVC SCH. 40 MALE ADAPTOR MULTi-EMITTER ; 6- 2 (TVP. 2 PLACES) ELECTRICAL TAPE -TAPE WIRING AT — DETA L INTERVALS OF 12' O.C. 12 . a LINE PIPE NOTES: LINE -DISCHARGE PVC ELBOW PVC LINE PIPE 1. COMMON WIRE TO WWHt1 E s CONTROL WIRE TO BE BLACK iN COLOR UNLESS OTHERWISE NOT . ED i PVC SUPPLY LINE FITTING { SxSaS ) !. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER S REMOTE CONTROL VALVE UNLESS COMMON WIRE OTHERWISE APPROVED. CONTROL WIRE 3. CONTROL WIRING SEQUENCE CORRESPONCIS TO OPERATING SEQUENCE OF REMOTE CONTROL NOrI'ES: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED VALVES a AUTOMATIC SPRINKLER UNIT STATION CONNECTION -SEE IRRIGATION PLAN FOR . CORRECT VALVE SEQUENCE. R = WHEN MORE THAN ONE VALVE IS LOCATED IN THE OIYI SAME AREA. PROVIDE A SPACE A N. OF 3 FT APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. TYPICAL ELECTRICAL METER AND CONTROLLER ('?.'*�TYPICAL REMOTE CONTROL VALVE ASSEMBLY NO SCALE ASSEMBLY JR -84 NO SCALE ( STRAIGHT TYPE ) JR -N5 ANTI -SYPHON MANUAL CONTROL VALVE WITH UNION GATE VALVE BRASS NIPPLE (TVP. 5 PLACES) SI',E +YALK, CURS, P.O.C. fit RAD. .k TEST COCK (TVP 2 _ACES) A S1 Y"ALK, ETC i ETC PRESSURE SUPPLY LINES & SIZE (?k" & LARGER) IN OTHER AREAS SPECIFICATION .50 VICTORIA _ WI ND FLOWS 3 20 DETAIL FINISH GRADE LAWN AREAS PRESSURE SUPPLY LINES & SIZE (2" & SMALLER) SCHEDULE 40 PVC SPECIFICATION 1�GI DOUBLE CHECK VALVES 1806 8 FLT ---�- NON -PRESSURE LINES & SIZE CLASS 200 PVC FTNiSH 6RADE • �/ BACKFLOW PREVENTION SHRUB AREAS SASS ELBOW GALLONS PER MINUTE 1806 12 .6,1.2,2.4 REMOTE CONTROL VALVE SIZE PRESSURE REGULATOR DETAIL ® AUTOMATIC CONTROLLERS RAIN BIRiI ISC-32 DETAIL NO. 1 6F �AS5 SET AT S5 P.S.I. RAIN BIRn EIA CP SERIES BRASS NIPPLE O �" STAINLESS STEEL CLAMP DETAIL NO. 3 ® BACKFLOW PREVENTION ASSEMBi.Y (B.P.A.) FEBCO 805 DETAIL.NO. 5 w GATE VALVES (LINE SIZE) STRAiNER * 40 SIZE G LENGTH AS REQ'D BRASS UNION NEW WATER METER PROVIDED BY DEVELOPER DETAIL SCH. 80 PVC NIPPLE PRESSURE REGULATOR MESH MONEL DETAIL N0. 5 # SPRING CHECK VALVES (RISER SI7E) KING BROTIILt:S 9CH. 40 PVC --N SWING CHECK VALVES (LINE SIZE) KING BROTHERS �,. •� ,i ' �'� 11YERS iIODEL I MEUG-1 SCN. 4O PVC STREET ELBOW —"-'— r" �' •FIN!SH GRADE BRASS ELBOW B12 SCH. so PVC NIPPLE PVC SCH. 40 LINE (SxSxT) DETAIL NO. 2 NO. SIZE 6 LENGTH AS REQ'D m®® FITTING RAIN BIRD 1804 MALE ADAPTOR • ` - • } N0. 11 m M 1/4 & 1/2 CIRCLE FLAT LAWN HEADS PVC SUPPLY LiVE RAIN BIRD 1804 B8 FLT .5,1.0 -LATERAL LINE 20 DETAIL NO. 11 PART CIRCLE ROTOR HEADS NOTE: USE TEFLON TAPE BRASS NIPPLE / R (ROUGH) AF .:Vt lSiGFf- ' a, MIN. 36" LONG OR AS s E NO. 11 REQUIRES TYPICAL OUiCK COUPLING VALVE E 41" IN`. NOZ. 3 1.1 25' 35 DETAIL GATE VALVE � s YL r HUNTER PGP 360 NOZ. 2.2 25' 35 ETAIL T,. #+t 11 A MULTi-EMITTER ; 6- 2 PRESSURE SUPPLY — DETA L NO. 12 . FIIIVS}1 LINE -DISCHARGE # i GRADE -1 61% LOOSE KEY HOS_ BIBSPVC SCH 40 MALE BRASS ELBOW I?tt ` ADAPTOR — BRASS PIPE j • BRASS PIPE PRESSURE SUPPLY BRASS ELBOW ELBOW LIE- INTAKE ; - `, BRASS • 4I'.F N'VGTfii AS '?FQ'D NOTE: • EQUIPMENT TO BE INSTALLED AT A MiMMUM OF if FROM WALLS, BLDGS, ETC. • WHEN UNIT IS NEXT TO BUILDING WALL ETC, TEST COCKS ARE TO ` NE ON OUTSIDE. ' c ., INSTALL 2" PRESSURE REGULATOR (WiLKiNS 600 SERIES) IN THE EVENT THE PRESSURE REACHES OVER 100 PSI -NOT NECESSARY FOR LOWER PRESSURE READING. ;N'`' SFIk t BF =.I; :k E,!iRU6 AREA (,NLY 5 TYPICAL BACKFLOW PREVENTER ASSEMBLY ANTI -SYPHON MANUAL CONTROL NO SCALP (2 I/2" AND SMALLER) JR -85 VAI v Al c , ,.. _MW_,Y A " C: ell: SIDEWALK, CURB, ETC. � r S%S%T ) pr1pp eOR As NOTED BUBBLER HEAD ( INSTALL FLUSH WITH HARDSCAPE f7WSH GRADE PVC SCH . SD NIPPLE ( LENGTH AS REQUIRED) -CHECK VALVE WHERE NOTED PVC SCH. 80 NIPPLE ( LENGTH AS REQUIRED) •LATERAL LINE • PVC SCH. 40 STREET ELBOW USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL BUBBLER HEAD ASSEMBLY NO SCALE JR -85 SPRiNKt Elt NOZZLE -POP-UP BODY ASSEMBLY (SET FLUSH WiTH FINISH GRADE) CHECK VALVE WHERE NOTED I PVC SCH. SD NIPPLE ee (LENGTH AS REQUIRED) (SxSxT) PVC TEE OR ELBOW-1 LATERAL LINE (SIZE AS NOTED ON DRAWING) :00010' SM. 40 PVC srRSET ELBCNiis NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL SHRUB HEAD ASSEMBLY NO SCALE (FLUSH TYPE) NO SCALE ASSEM BLY JR -85 WALK, CURB, ETC. 5H GRADE N AREAS >H GRADE US AREAS STIC PLUG SLEEVE PRESSURE LINE SPECIFICATION) MALE ADAPTOR SCH, 40) SURE SUPPLY LINE SPECIFICATION) PIPE SCH 40) ZURE SUPPLY FITTING TYPICAL MANUAL CONTROL VALVE ASSEMBLY 9clkf.1 �l :Ilr C uA ��1ntl\�Jli� 'SPRINKLER NOZZLE 41OP-UP BODY ASSEMIX-Y ( INSTALL FLUSH WITH FINISH GRADE) A.I.0 JR ftp SIDEWALK, CURB, ETC. / STREET ELBOW BRASS LENGTH > SIS AS REO`D • ,% BRASS NIPPLE a r f"AB')VF YHf E '. 4.. , Y r _.....FlNick4 :i r`<ADt. SYSTin'k iJ ! # �.. * I s ESL RA 5 �, 12" ... � `E ►t �•,�.. :tib .. �. .. .......-_......_...-..._.. S is H. 40 G>t/i:. 1F?A! :;: A.i,iAP 40P _..._---..--TO SYSTEM N:TTE :114" 5?WU . 0L SHRUB AREAS ONLY Z"�{tC4t1s�.f-.,I ..,,I !. �. EMESL! Y BREAKER ROLIND PLASTIC BOX 8 COVER COVER MARKED:IRRI GATE FINISH GRADE LAWN AREAS FINISH GRADE SHRUB AREAS .x- LINE SUPPLY PEA GRAVEL —(MIN.2 CU. FT. ) GATE VALVE PVC MALE ADAPTORS 00 t '�!• :. • NOTE: GATE VALVE SHALL BE INSTALLED N SHRUB AREAS UNLESS OTHERWISE APPROVED.. 6 TYPICAL GATE ASSEM BLY NO ALE (� 1/2" AND _SMALL R) JR -84 I TYPE A ( SHRUB A_ t t i TYP EMITTER OUTLET CHECK TTP. WCAMLLARY VALYE(SALCO EOCV) TUBING TVP TUM" STAKE (SALCO D S-30-750) TV.. EMI 1 ` (MULTI)--,,,, I TYP TREE OR NOTE: CAP ANY UNUSED K' SHRUB EMITTERS WITH FINIS GRADEJ CHECK VALVE WHERE NOTED PVC SCI. 90 NiPPLE SIZE AS REQUIRED PVC SCH. 40 STREET ELBOW PVC SCH. 40 ELBOW ie PVC SCH. 00 NIPPLE (SIZE AS PVC TEE REQUIRED) IN FINAL POSITION SxSxT OR RISER SHALL BE AT A ELBOW 45° ANGLE PREPARED Br PVC SCH. 40 STREET ELBOW SALCOPC6-C v � 11 - t,• 1 FIN SM GRADE TYP. ACCESS SLEEVE / (SALCO DAS-8) lSTAL.L PAWVE FINISH GRADE N SHRUB AREAS AND FLUSH / WITH FiNSH GRADE N LAWN AREAS i SUPPLYLVBiNG--� vo t2'' M TYPICAL DRiP SYSTEM ASSEMBLY NO SCALE JR -94 LATERAL LINE tZ A N -WvWPLAMORSE CONSULTING GROUP t s E S NOTED a DRA w 11NG) NNING • ENGINEERING • LANDSCAPE ARCHITECTURE NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS 4860 IRVINE BOULEVARD, SUiTE 111201 IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730.7117 PALM DESERT fl��TYPICAL LAWN HEAD ASSEMBLY JR -84 ` %NO SCALE JR -004-84 SYMBOLS DESCRIPTIONS QUICK COUPLING VALVE REFERENCE P.O.C. SET FLUSH WITH FINISH RAD. SPECIFICATION GRADE IN LAWN AREA S1 Y"ALK, 3"ABOVE FINISH GRADE ETC PRESSURE SUPPLY LINES & SIZE (?k" & LARGER) IN OTHER AREAS SPECIFICATION .50 VICTORIA _ WI ND FLOWS 3 20 DETAIL FINISH GRADE LAWN AREAS PRESSURE SUPPLY LINES & SIZE (2" & SMALLER) SCHEDULE 40 PVC SPECIFICATION 1�GI RAIN BIRD 1806 8 FLT ---�- NON -PRESSURE LINES & SIZE CLASS 200 PVC FTNiSH 6RADE • �/ �V is SHRUB AREAS II GALLONS PER MINUTE 1806 12 .6,1.2,2.4 REMOTE CONTROL VALVE SIZE 25 DETAIL ® AUTOMATIC CONTROLLERS RAIN BIRiI ISC-32 DETAIL NO. 1 Q REMOTE CONTROL VALVES RAIN BIRn EIA CP SERIES - O QUICK COUPLING VALVES STAINLESS STEEL CLAMP DETAIL NO. 3 ® BACKFLOW PREVENTION ASSEMBi.Y (B.P.A.) FEBCO 805 DETAIL.NO. 5 w GATE VALVES (LINE SIZE) NIBCO OR EQUAL SIZE G LENGTH AS REQ'D .7,1.1 NEW WATER METER PROVIDED BY DEVELOPER DETAIL SCH. 80 PVC NIPPLE PRESSURE REGULATOR 3 DETAIL N0. 5 # SPRING CHECK VALVES (RISER SI7E) KING BROTIILt:S 9CH. 40 PVC --N SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION ELBOW ELECTRICAL PEDESTAL 11YERS iIODEL I MEUG-1 SCN. 4O PVC STREET ELBOW —"-'— PVC SUPPLY SC ULE 40 B12 SCH. so PVC NIPPLE REMOTE CONTROL VALVE (PRESSURE REGULATING) LINE (SxSxT) DETAIL NO. 2 NO. SIZE 6 LENGTH AS REQ'D m®® FITTING RAIN BIRD 1804 B'_5 • ?3' 25 DETAIL N0. 11 m M 1/4 & 1/2 CIRCLE FLAT LAWN HEADS PVC SUPPLY LiVE RAIN BIRD 1804 B8 FLT .5,1.0 SCH. 40 PVC STREET ELBOW 20 DETAIL NO. 11 PART CIRCLE ROTOR HEADS NOTE: USE TEFLON TAPE 2"a 2* REDWOOD STAKE ON ALL THREADED (ROUGH) FITTING 35 MIN. 36" LONG OR AS s E NO. 11 REQUIRES TYPICAL OUiCK COUPLING VALVE NO SCALE ASSEM BLY JR -85 WALK, CURB, ETC. 5H GRADE N AREAS >H GRADE US AREAS STIC PLUG SLEEVE PRESSURE LINE SPECIFICATION) MALE ADAPTOR SCH, 40) SURE SUPPLY LINE SPECIFICATION) PIPE SCH 40) ZURE SUPPLY FITTING TYPICAL MANUAL CONTROL VALVE ASSEMBLY 9clkf.1 �l :Ilr C uA ��1ntl\�Jli� 'SPRINKLER NOZZLE 41OP-UP BODY ASSEMIX-Y ( INSTALL FLUSH WITH FINISH GRADE) A.I.0 JR ftp SIDEWALK, CURB, ETC. / STREET ELBOW BRASS LENGTH > SIS AS REO`D • ,% BRASS NIPPLE a r f"AB')VF YHf E '. 4.. , Y r _.....FlNick4 :i r`<ADt. SYSTin'k iJ ! # �.. * I s ESL RA 5 �, 12" ... � `E ►t �•,�.. :tib .. �. .. .......-_......_...-..._.. S is H. 40 G>t/i:. 1F?A! :;: A.i,iAP 40P _..._---..--TO SYSTEM N:TTE :114" 5?WU . 0L SHRUB AREAS ONLY Z"�{tC4t1s�.f-.,I ..,,I !. �. EMESL! Y BREAKER ROLIND PLASTIC BOX 8 COVER COVER MARKED:IRRI GATE FINISH GRADE LAWN AREAS FINISH GRADE SHRUB AREAS .x- LINE SUPPLY PEA GRAVEL —(MIN.2 CU. FT. ) GATE VALVE PVC MALE ADAPTORS 00 t '�!• :. • NOTE: GATE VALVE SHALL BE INSTALLED N SHRUB AREAS UNLESS OTHERWISE APPROVED.. 6 TYPICAL GATE ASSEM BLY NO ALE (� 1/2" AND _SMALL R) JR -84 I TYPE A ( SHRUB A_ t t i TYP EMITTER OUTLET CHECK TTP. WCAMLLARY VALYE(SALCO EOCV) TUBING TVP TUM" STAKE (SALCO D S-30-750) TV.. EMI 1 ` (MULTI)--,,,, I TYP TREE OR NOTE: CAP ANY UNUSED K' SHRUB EMITTERS WITH FINIS GRADEJ CHECK VALVE WHERE NOTED PVC SCI. 90 NiPPLE SIZE AS REQUIRED PVC SCH. 40 STREET ELBOW PVC SCH. 40 ELBOW ie PVC SCH. 00 NIPPLE (SIZE AS PVC TEE REQUIRED) IN FINAL POSITION SxSxT OR RISER SHALL BE AT A ELBOW 45° ANGLE PREPARED Br PVC SCH. 40 STREET ELBOW SALCOPC6-C v � 11 - t,• 1 FIN SM GRADE TYP. ACCESS SLEEVE / (SALCO DAS-8) lSTAL.L PAWVE FINISH GRADE N SHRUB AREAS AND FLUSH / WITH FiNSH GRADE N LAWN AREAS i SUPPLYLVBiNG--� vo t2'' M TYPICAL DRiP SYSTEM ASSEMBLY NO SCALE JR -94 LATERAL LINE tZ A N -WvWPLAMORSE CONSULTING GROUP t s E S NOTED a DRA w 11NG) NNING • ENGINEERING • LANDSCAPE ARCHITECTURE NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS 4860 IRVINE BOULEVARD, SUiTE 111201 IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730.7117 PALM DESERT fl��TYPICAL LAWN HEAD ASSEMBLY JR -84 ` %NO SCALE JR -004-84 SYMBOLS DESCRIPTIONS fla IFACTURER & PART NO. REFERENCE P.O.C. POINT OF CONNECrIGN RAD. SPECIFICATION REFERENCE ■ FLOOD IRRIGATOR •••-•••� •_-• PRESSURE SUPPLY LINES & SIZE (?k" & LARGER) CLASS 315 ?VC SPECIFICATION .50 VICTORIA _ WI ND FLOWS 3 20 DETAIL ........ Z� .I PRESSURE SUPPLY LINES & SIZE (2" & SMALLER) SCHEDULE 40 PVC SPECIFICATION 1�GI RAIN BIRD 1806 8 FLT ---�- NON -PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION NO. CONTROLLER SEQUENCE �V is 1/4,1/2 & FULL CIRCLE SHRUB HEADS II GALLONS PER MINUTE 1806 12 .6,1.2,2.4 REMOTE CONTROL VALVE SIZE 25 DETAIL ® AUTOMATIC CONTROLLERS RAIN BIRiI ISC-32 DETAIL NO. 1 Q REMOTE CONTROL VALVES RAIN BIRn EIA CP SERIES DETAIL NO. 2 O QUICK COUPLING VALVES RAIN BIRD 33 D -RC DETAIL NO. 3 ® BACKFLOW PREVENTION ASSEMBi.Y (B.P.A.) FEBCO 805 DETAIL.NO. 5 w GATE VALVES (LINE SIZE) NIBCO OR EQUAL DETAIL N0.lZ .7,1.1 NEW WATER METER PROVIDED BY DEVELOPER DETAIL NO. PRESSURE REGULATOR WILKINS 60G SERIES CHAMPION 44s 076 DETAIL N0. 5 # SPRING CHECK VALVES (RISER SI7E) KING BROTIILt:S DETAIL N0.11,12 --N SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION ® ELECTRICAL PEDESTAL 11YERS iIODEL I MEUG-1 DETAIL NO. 1 —"-'— ENOTE SLEEVE FOR ES SC ULE 40 B12 .45,.9.1.8 REMOTE CONTROL VALVE (PRESSURE REGULATING) RAIN BIRD PE SERIES W/ SALCO WR -45 DETAIL NO. 2 NO. 11 m®® 1/4,1/2 & FULL CIRCLE LAWN HEADS SYMBOLS DESCRIPTIONS ^ s sF MANUFACTURER & PART NO. G.P.,1. RAD. PSI REFERENCE ■ FLOOD IRRIGATOR RAIN BIRD 1402 OF RANCHO CUCAMONGA .50 VICTORIA _ WI ND FLOWS 3 20 DETAIL NO. 9 1/4 & 1/2 CIRCLE FLAT HEADS RAIN BIRD 1806 8 FLT .36,.72 7' 25 DETAIL NO. 10 �V is 1/4,1/2 & FULL CIRCLE SHRUB HEADS CONSULTING GROUP � ftAWIVC • ElrIC11VEf XM * LAMDSCA PC ARC HrrU r M£ RAIN BIRD 1806 12 .6,1.2,2.4 11' 25 DETAIL NO. 10 �v 1/4,1/2 & FULL CIRCLE SHRUB HEADS ow/►wlNq •VO. RAIN BIRD 1806 15 .83,1.65,3.3 14' 25 DETAIL NO. 10 SLY 1/4 & 1/2 CIRCLE STREAM SPRAY SHRUB HEADS RAIN BIRD 1806 B16 SLA .7,1.1 15' 25 DETAIL NO. 10 1/4 & 1/2 CIRCLE STREAM SPRAY SHRUB HEADS RAIN BIRD 1806 B22 .7,1.1 20' 25 DETAIL NO. 10 IDO 1/4,1/2 & FULL CIRCLE LAWN HEADS RAIN BIRD 1804 B12 .45,.9.1.8 11' 25 DETAIL NO. 11 m®® 1/4,1/2 & FULL CIRCLE LAWN HEADS RAIN BIRD 1804 B'_5 .9,I.8,3.ij ?3' 25 DETAIL N0. 11 m M 1/4 & 1/2 CIRCLE FLAT LAWN HEADS RAIN BIRD 1804 B8 FLT .5,1.0 6' 20 DETAIL NO. 11 PART CIRCLE ROTOR HEADS HUNTER PGP ADJ NOZ. 1.60 25' 35 DETAIL NO. 11 .� V PART CIRCLE ROTOR HEADS HUNTER PGP ADJ NOZ. 3 1.1 25' 35 DETAIL N0. 11 FULL CIRCLE ROTOR HEADS HUNTER PGP 360 NOZ. 2.2 25' 35 ETAIL NO. 11 A MULTi-EMITTER SALCO PC 6- 2 2 G.P. H. — DETA L NO. 12 . PREPARED FOR: LYON �ie WILLIAM LYON -Dom layr r 8340 ARCHiBALD SUiTE B RANCHO CUCAMONGA, CALIFORNIA 21730 ASSOCIATED IRRIGATION CONSULTAN-17 4014 8EPULVEDA BLVD. LOS ANGELES CALIFORNIA 90025 (213) 477-6625 DITIorIS To L. �Nt� pETP�I L 1-30 tm ^ s sF LATE APPROVED CITY OF RANCHO CUCAMONGA VICTORIA _ WI ND FLOWS 3 TRACT 130.21. IRRIGATION DETAILS AIPROVlD .� / C ( -w� � CL�. DAYS"(L! •�/•fes cmr ENOIN�fA i aX! a. No. DEiION A�MORSE gECOMMENDfO AIC CONSULTING GROUP � ftAWIVC • ElrIC11VEf XM * LAMDSCA PC ARC HrrU r M£ ..� .vn..c�u. ,m x.n a•i •.x c ,:n�v, �: �. Par R.'wl r.i.�•.�u: ►urotsrtt JOB NO. 240-12 DRAWN •HffT AIC �► CHSCXKO ow/►wlNq •VO. a OAT) Oda 21`11 I In-�W a' /r —Room—, i lkr1LW-A D 1 �[I 1 i ,44 1 2222... 0 n I Ei ;ts NOTE FOR TREE, VINE & GROUNDCOVER LEGEND, PLANTING NOTES & DETAILS, SEE SHEET 17. INTPA10R dDrTMT 9PIPe YIPS LCT 144, A4rE To ec r,.ow -vA4mF-v by lvw— TY OwNtf- - Amer Tie s wl lL, es kmN ATE APPR4rE0 .?AEE LEGEND VINE LEGE1VD NI 04 Of $OTANICAL WASIR CONWOW WAIRE um COMMERfs SOL M BOTANICAL NA R 001INiRON IIAME of T Jpl' lWAC4'MX(T0H POrA)M5 BOTTLE TREE ' 15 GAL ® CLC CLYTOSTOMA CALLDTEGi01DEs VIOLET TRUMPET VINE i GAL. BC KUCALYPTO3 CAMALDULENSIS RED GUSI 15 GAL. /�� 08 DiTtC I SUCCINATORIA BLOOD RED TRUMPET VINE i GAL. ( • rEN EUCALTPTOE MACULATA SPOTTED GUN 15 GAL. ��e FP PlCU3 PUMILA CREEPING FIG i GAL. • EN EUCALYr l u NTCROLN WILLOW LEAPED PEPPERMINT 15 GAL. & 5 GAL. ( o fEP EUCALYPTUS POLYANTREMOS SILVER DOLLAR GUM 15 GAL. A 5 GAL. ® JP JASMINUM POLYANTIiUM JASMINE i GAL. O —ES EUCALYPTUS SIDERORTLON RED IRON BARK 15 GAL. B 5 GAL. MU : SIACFADYENA UNGVIS-CATI CATS CLAM i GAL. EUCALYPTUS TORQUATA COITAL GUM 15 GAL. R 5 GAL. �JA JACARANDA ACUT[FOIJA JACARANDA 5'4' BOX PURPLE !LOITERS ( ♦ rLl LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL. DARK PINK OR LAVENDER �� AS NOTED ON DRAWINGS LS LIQVIDAMDAR STYRACfnUA SI/EET GUM (f*4.0 PI 15 GAL. R 5 GAL. QA PRUNUS CERASIFERA PURPLE -LEAP PLUM 15 GAL. 'ATROPURPUREA' ( fi J --PC PRUNUS CAMPANULATA TAIWAN FLOWERING CREItRY 1S GAL. a 5 GAL �lr- PMu ELDARICA CALABRIA* PINE 15 GAL. COMMENTS REMOVE FROM STAKE; ON FENCE ® NYDROSEED MM GROUNDCOVER — SEE SPECIFICATIONS REMOVE FROM STAKE; ON FENCE CrrYOFRANCHO CUCAMONGA VICTORIA WINDROWS 3 REMOVE FROM START' ON FENCE I�MORSE CONSUL17NG GROUP iiEGOMMENOEO REMOVE FROM STAN:;; ON FENCE REMOVE FROM STAKE; ON FENCE SCALE 1' - 40' NOTE.. FOR TREE, VINE & GROUNDCOVER LEGEND, PLANTING NOTES & DETAILS, SEE SHEET 17. LOA k J9 I W.• BOTANICAL NAME COMMON NAMES cOMMENIS RYDROSEED MIX TURF — SEE SPECIFICATIONS ® NYDROSEED MM GROUNDCOVER — SEE SPECIFICATIONS GAZAMA SU14 M YELLOW GAZAMA PLATS r O.C. PREPARED BY: cm"cm or NEVI MORSE CONSULTING GROUP PLANNING eivcRYEERrNc. canmscareaRc►mscnnRe 4W IRVINE BOULEVARD, SUITE 0201 IRVINE, CAUFORNIA 92714-1299 IRVINE (714) 7347117 PALM DESERT I, r� 12 to PREPARED FOR: I IGAIP tv, O.G. LYON XeWILLIAM LYON &m. amt •540 ARCHMALD SUITE s RANCHO CUCAMONGA. CALIFORNIA 9170 :�t<1 TADMID PLANTING AT ETIWAN10A t'J WWAY 1-30-C9 cm"cm or NEVI CrrYOFRANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 ' TREE, VINE & GROUNDCOVER PLANTING PLAN SEAT: //— 5-954 I►NROVSID m w .2 /8 /7 CTr ENolNfsA,C,t, u10. oEulepw is I�MORSE CONSUL17NG GROUP iiEGOMMENOEO rlANMNC O DVrfiIMerC. LlMDXAPE AAC)CrVC W .yK (�uuw�sttlalM I/1M 7fC 7117 PALO W[li OQAWNI�,R •MEET SL JOB NQ 240-12 18 CHEGcao oRAwiM �w J5 X034 -L_ SATE &A + 1000-M%I! 1093h.),J1 2 3 2 0 7 VA 30, + 28 29 1-4 1 A I 23 22 21 20 19 u#11 17 15 16 + 4- + + 4 A + � • A Q 'x A 30 31 i 32 1 33 34 35 37 36 11 +! -mom<< R' - � - �■■►�=sem �■■�.��„�r1• ; , j � ,, 42 SPS S1 A NG I 4- I vv z 11 %) i 111, :5 1 �l Aw, �lA -IL ^ L ^ftt�"w (H Lu Sg 'A - "-*Iw � pw =a 137 MATrQi wr SEE SHEET PREPARED BY�. R1 SCALE: 16 - 40' 41 w !J111- 40 NOTE: FOR TREE, VINE, & GROUND COVER PLANS SEE SHEET 11 FOR PLANTING NOTES, LEGEND, & DETAILS SEE SHEET 17 M��MORSE CONSULTING GROUP 4860 IRVINE BOULEVARD, StJrI`E #201 IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 7347117 PALM DESERT 39 PREPARED FOR: LYON fie WILLIAM LYON Team. hawy $540 ARCHINALD $Ufft 5 RANCHO CUCAMONGA, CALIFORNIA 91730 CITY Imom"CHI CIF wn AR OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 148 AMMOV1110 Wv fry ardaimm" )I tj "^" //- 5--8 4p t ze��= wax4w.c.u. poo. A/81 7 cmulard SL MORSE CONSULTING GROUP KANPWMC*Er4CAVEZYSVCOLAAVXAPEAncNrrrcnw wwc�ommffNowo Ls S Ac 4w Wv1d SOLLEN^MD *An OW OV14L ( ALOXXV" W714 IM 111�7ftrlfl omry JOB NO. 240-12 it -2 AL DRAWN RL o"RaT —14 ew i 8 CMECKNO cis I* AwIpm No. 0 � - L z SMUB LEGEND> < gym KRY 11MANICAL WANZNAME< Comm" WA 0 009 AA AGAPANTHUS AFRICANU13 LILY -0F -THE -NILE 0 Z M WENEROCALLIS SPF. DAYLILY < .10 0 FF PRO I IN A FRASERT 1`1101MA 149 0 1PV PrrTOSPORUM TOBTRA VARMOATED P11 109 RUN • IVARIEGATA' Qs !1! RfTOSPORUM 'WHEELERS DWARF+ DWARF I-11103 ORUN + III RAPHTOLEPIS INDICA INDIA IIAWTITORN CHAWKW *No W G XC XTLOSMA CONCESTUM XYLOSMA 'COMPACTA' LYON fie WILLIAM LYON Team. hawy $540 ARCHINALD $Ufft 5 RANCHO CUCAMONGA, CALIFORNIA 91730 CITY Imom"CHI CIF wn AR OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 SHRUB PLANTING PLAN AMMOV1110 Wv fry ardaimm" )I tj "^" //- 5--8 4p t ze��= wax4w.c.u. poo. A/81 7 cmulard SL MORSE CONSULTING GROUP KANPWMC*Er4CAVEZYSVCOLAAVXAPEAncNrrrcnw wwc�ommffNowo Ls S Ac 4w Wv1d SOLLEN^MD *An OW OV14L ( ALOXXV" W714 IM 111�7ftrlfl omry JOB NO. 240-12 it -2 AL DRAWN RL o"RaT —14 ew i 8 CMECKNO cis I* AwIpm No. 0 � - L SHRUB LEGEND SYMBOL KEY 93TANICAL WAKE AA AGAPANTHUS AFRICANUS HS HEMEROCALLIS SPP. 0 PF PHOTINIA FRASERI _ -0 PV PPI"I'OSPORUM TOBIRA OF RANCHO CUCAMONGA 'VARIEGATA' PW PITTOSPORUM 'WHEELER'S DWARF Q RI RAPHIOLEPIS INDICA i�- s •ate Apwovto my crry [NOINsw 'ENCHANTRESS' +O XC XYLOSMA CONGESTUM A sCOUAMtINOtQ S 'COMPACTA' COMMON WAKE SIZE COINNErm LILY -OF -THE -NILE 1 GAL. BLUE FLOWERS DAYLILY I GAL. PHOTINIA 6 GAL. VARIEGATED PI-i"1'OSFORUM 5 GAL. DWARF PITTOSPORUM INDIA HAWTHORN XYLOSMA 5 GAL. 5 GAL. 5 GAL. YELLOW FLOWERS 1 F. MATCHLINE SEE SHEET �w�wlsw��.��r��w�r +� ■► PINK FLOWERS '" + � t 129 • ter O -C TO ML ItRFR MAIGHLINE SEE SHEET SCALE f - 40' X 0000 rA. nn r- r% A n r -r% n W. 0,0�MORSE CONSULTING CROUP 11%v11mc, I,wurmmvm =I1-9.1c✓v iRVtNE (714) 7347117 PALM DESERT `PREPARED FOR: LYON XeWILLIAM LYON em aV t 8540 ARC"IBALD SUITE 8 RANCHO CUCAMONGA, CALIFORNIA 91730 NOTE • FOR TREE, VINE, & GROUND COVER PLANS SEE SHEET 12 FOR PLANTING NOTES, LEGEND, $ DETAILS SEE SHEET 17 t . ADD SHRUBS - $AS1L STREET l2'�j-moo ATE CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027, SHRUB PLANTING PLAN -M i�- s •ate Apwovto my crry [NOINsw CA 1l.c.s. No. O[ s � � N MMORSE CONSULTING GROUP A sCOUAMtINOtQ S rn.,MWC.VKZXIZMVC .LAMDX,,MAxc##Tu-nps �•tMA-S _."*.o%,uw,m_, w �[ .xc116701167 s - ., "Loom" OQAwfm s►1tffT J OB Na 2 40-12 R L szr 15 18 OH[Gcso OwAvi►tM q0, is MATMao ~l.21 -I a►I9, t BLUE FLOWERS YELLOW FLOWEss PINK FLO„EIIS 110 tj �j is MATCHLiNE SEE SHEET c yvl�IND M f • • • • • 'i .. - L • .. T , a l T t f ��' f i �f t i _ ' r 72 f 94 I -io -+- 1 -+- 65 . F t 1 -9 1 T 108 107 106 105 109 55.001 +- V +" 65 97 + _ _....-F __ ....... 98 ! ' 99 11 SCALE V - 40' 65:bo, t) + NOTE-: FOR TREE, VINE, & GROUND COVER PLANS SEE SHEET 13 NSOL WZY WrAMCAL NAM QO1nm NAME � 17 CRY OF RANCHO CUCAMONGA AA AOAPANTHUS AMUCANUS LILY -0F -THE -NILE I Gam. errr ttwoomm" �?M / 7 M: RENEROCALLLS SPP. DAYUILY 1 GAL 0 PF PHOTINIA FRASERI FROTINIA I GAL FV RITOSPORUM TODIRA VARIEGATED Fl1109P0RIIIII / GAL 1 0 3-4 — L_ SATO 'VARIEGATA' i FW FRTOSPORUN FA'TOSPORUN 1 I GAL O 0 RAPHIOLEPM 114DICA MM RAWTHORN i GAL 'ENCHANTRESS' I ® XC IITLOSMA CONGESTUN XYLOSNA I GAL 'COMPACTA' J t BLUE FLOWERS YELLOW FLOWEss PINK FLO„EIIS 110 tj �j is MATCHLiNE SEE SHEET c yvl�IND M f • • • • • 'i .. - L • .. T , a l T t f ��' f i �f t i _ ' r 72 f 94 I -io -+- 1 -+- 65 . F t 1 -9 1 T 108 107 106 105 109 55.001 +- V +" 65 97 + _ _....-F __ ....... 98 ! ' 99 11 SCALE V - 40' 65:bo, t) + NOTE-: FOR TREE, VINE, & GROUND COVER PLANS SEE SHEET 13 FOR PLANTING NOTES, LEGEND, & DETAILS SEE SHEET 17 PREPARED BY: 0M,AMMORSE CONSULTING GROUP PLANNING • £NGINF.F_RING • LANDSCAPE ARCHI7EC7VRE 4860 IRVINE BOULEVARD, SUITE #1201 IRVINE, CALIFORNIA 927141299 WINCE (714) 730.7117 PALM DES - PREPARED FOR: LYON XeWILLTAM LYON 'em a •540 ARCKMALO SUITE • RANCHO CUCAMONGA. CALWORN1A 91730 I CRY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 SHRUB PLANTING PLAN A.wwovuo ev/�.AM&ot-5-- be errr ttwoomm" �?M / 7 otSi.N wfiCOMMfiNOEO Sl. �0�� CONSUL77NGCROUP YC VC.I.1J�SCA�i,1RQ0,lx7UIM L C on^wN wncc„ •vslils III&TISM7 ►yNenrs► 604 ffT RL JOB NO. 2 40-12 �es 18 - e+wc.cs,oS�n J S �,��' �t ` l I I 1 0 3-4 — L_ SATO i • i I i E I CRY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 SHRUB PLANTING PLAN A.wwovuo ev/�.AM&ot-5-- be errr ttwoomm" �?M / 7 otSi.N wfiCOMMfiNOEO Sl. �0�� CONSUL77NGCROUP YC VC.I.1J�SCA�i,1RQ0,lx7UIM L C on^wN wncc„ •vslils III&TISM7 ►yNenrs► 604 ffT RL JOB NO. 2 40-12 �es 18 - e+wc.cs,oS�n J S �,��' �t ` ORI►WrrM� tro 1 0 3-4 — L_ SATO I TREE LEGEND SYMBOL KEY BOTANICAL SAKE COMMON WAKE SIZE t + BP BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL. • EC EUCALYPTUS CAMALDULENSTS RED GUM 15 GAL. G)EM EUCALYPTUS MACULATA SPOTTED GUM 15 GAL. EN EUCALYPTUS NICHOLH WILLOW LEAFED PEPPERMINT 15 GAL. cit: 5 GAL. E O EP EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM 15 GAL. do 5 GAL. O ES EUCALYPTUS SIDEROXYLON RED IRON BARK 15 GAL. cit: 5 GAL. EUCALYPTUS TORQUATA CORAL GUM 15 GAL. & 5 GAL. JA JACARANDA ACUTIFOLIA JACARANDA 94' BOX I LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL. A 5 GAL. CA PRUNUS CERASIFERA PURPLE -LEAF PLUM 15 GAL. 'ATROPURPUREA' PC PRUNUS CAMP ANULATA TAIWAN FLOWERING CHERRY 15 GAL. Si 5 GAL. 3 • ` -PE PINUS ELDARICA CALABRIAN PINE 15 GAL. SHRUB LEGEND SYMBOL KEY BOTANICAL NAME O9' AA AGAPANTHUS AFRICANUS Q XC XYLOSMA CONGESTUM 'COMPACTA' COMKOW MAKE LILY -OF -THE -NILE DAYLMY PHOTIMIA VARIEGATED PITTOSPORUM DWARF PITTOSPORUM INDIA HAWTHORN XYLOSMA VINE LEGEND HS HEMEROCALLIS SPP. 0 PF PHOTINIA FRASERI .2. PV PITTOSPORUM TOBIRA COMIKOW NAME SIZE 'VARIEGATA' PW PITTOSPORUM CLYTOSTOMA CALLMTEGIOIDES VIOLET TRUMPET VINE 'WHEELERS DWARF' Q RI RAPHIOLEPIS INDICA VICTORIA WINDROWS 3 'ENCHANTRESS' Q XC XYLOSMA CONGESTUM 'COMPACTA' COMKOW MAKE LILY -OF -THE -NILE DAYLMY PHOTIMIA VARIEGATED PITTOSPORUM DWARF PITTOSPORUM INDIA HAWTHORN XYLOSMA VINE LEGEND PLANT NG NOTES amCOMMENTS 5/5/8 1. FOR TREE STAKING, SHRUB PLANTING, AND VINE TYING REFER TO THE WORKING DRAWINGS. .2. COMMENTS SYMBOL KEY BOTANICAL NAME COMIKOW NAME SIZE COMMENTS IFeTF)e (q*N 11INTtK4G oN G I2!D.D, Q CLC CLYTOSTOMA CALLMTEGIOIDES VIOLET TRUMPET VINE 5 GAL. REMOVE FROM STAKE; VICTORIA WINDROWS 3 ARCHITECT PRIOR TO THEIR DELIVERY TO THE PROJECT SITE. TRACT 13027 ON FENCE 4. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE AND QUALITY. DB DMTICTIS BUCCINATORIA BLOOD RED TRUMPET VINE 5 GAL. REMOVE FROM STAKE; FOR SIZE AND QUALITY. 5 GAL. 6. ON FENCE YY ev" s(,LLl, Aid) YiRI OOi �� w.x c..wc7vu ►Au,nv-, ® FP FICUS PUMILA CREEPING FIG 5 GAL. REMOVE FROM STAK'' cw ON FENCE 7. SOILS AMENDMENTS AND FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED ® JP JASMINUM POLYANTHUM JASMINE 5 GAL. REMOVE FROM STALL; 5 GAL. S. ON FENCE , / MU MACFADYENA UNGUIS-CATI CATS CLAVI 5 GAL. REMOVE FROM STAKE; A MINIMUM RADIUS OF T TYPICAL. S GAL. ON FENCE PURPLE FLOWERS 10. TREES IN TURF AREAS SHALL BE PLANTED NO CLOSER THAN T TO EDGE OF SHOVEL CUT. 5 GAL. I !- DARK PINK OR LAVENDER , . urs AS NOTED ON DRAWINGS GROUND COVER LEGEND SYMBOL BOTANICAL NAME COMMOW NAME SIZE COMMENTS • HYDROSEED MIX TURF — SEE SPECIFICATIONS HYDROSEED MIX GROUNDCOVER — SEE SPECIFICATIONS GAZANIA'SUNRISE YELLOW GAZANIA FLATS 8" O.C. PLANT NG NOTES amCOMMENTS 5/5/8 1. FOR TREE STAKING, SHRUB PLANTING, AND VINE TYING REFER TO THE WORKING DRAWINGS. .2. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY CONTRACTOR 1 GAL. BLUE FLOWERS 1rNeAum ONSNM PRIOR TO INSTALLATION. IFeTF)e (q*N 11INTtK4G oN G I2!D.D, orv-r 5M i°LP`NS. -C;r f S1-^C40G Q I v 0, C, • ^Re C,&j LF:b 4UT 4N pLAtiI5 3. ALL TREES 2.1" BOX AND LARGER SHALL BE "TAGGED" AND/OR APPROVED BY THE LANDSCAPE VICTORIA WINDROWS 3 ARCHITECT PRIOR TO THEIR DELIVERY TO THE PROJECT SITE. TRACT 13027 4. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE AND QUALITY. 1 GAL. YELLOW FLOWERS •� PLANT is D.G. TO FILL AREAS GR WN 5., ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" STANDARDS OEt(ON S II MORSE CONSULTING GROUP �PtANMNC FOR SIZE AND QUALITY. 5 GAL. 6. ALL TREES SHALL BE PLANTED A MINIMUM OF 3' FROM WALKS, BUILDINGS, WALLS, AND YY ev" s(,LLl, Aid) YiRI OOi �� w.x c..wc7vu ►Au,nv-, GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED IN SMALL AREAS SHALL BE •NEtiT SL CENTERED IN PLANTING AREA. 5 GAL. cw CNECAC KO 7. SOILS AMENDMENTS AND FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE CURRENT SOILS REPORT. (REFER TO LANDSCAPE SPECIFICATIONS.) 5 GAL. S. ALL SHRUB PLANTING- AREAS SHALL INTERSECT HARDSCAPE AREAS AT 900 TYPICAL. , 9. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR MANNER WITH A MINIMUM RADIUS OF T TYPICAL. S GAL. PINK FLOWERS 10. TREES IN TURF AREAS SHALL BE PLANTED NO CLOSER THAN T TO EDGE OF SHOVEL CUT. 5 GAL. I !- AU, 172,M5 To 15F, "N 77-0 A MINIMUM DF ISM FPRoM ^NY i KoMM7Y . urs INSTALLATION OF RiTTERINGS GRASSRINGS MAT PROCEDUFIE Loosen existing compacted sub -sok, by "ft or dppMg. Excavate proposed paved area to depth of hewn mended bate c otnee r 1.5-. Re,compact subsoil to between 90-95% Proctor. Place TENSAR SS -1, geotextile material, over sub -soil (below base course), to prevent mixktp of base with sub -soil. Less exeavalfon and base material can be required also. Place sandy gravel (Ret. AASHTO Class 6) per depth recommended (same as for asphalt) by regisionod Geoisdmlod Enghteer to accommodate designed loads. Spread AGROSOKE at 1 LB per 250 SF for grass sock or 1 L8 per 125 SF for grass b be seeded, mid rake into surface of base coume. These application ratos are designed to balanco water use with adjaoent turf areas. If water conservation is desired, apply AGROSOKE at rate of i LB per 50 SF (or 3 LB per CY), and rolo-till into soil, prior to seeding or sodding. Finish grade of base course and compact to maximum of 95% Proctor (90% Min.), to 1.5' less than Final Finish Grade. WARNING: DO NOT PLACE TOPSOIL BETWEEN BASE COURSE AND MATT THE MATS WILL NOT PERFORM, AND DAMAGE OR INJURY TO USERS COULD RESULT. Place GRASSRINGS mat over base course, with netting down and rings up, after Frtigadi. base ci tsraa whh We cycles of 20 mhnLtes each, 20 minutes apart, to fully saturate AGROSOKE. Ley mats side by skfe. Do not overlap rings. Maintain spacing of mats equal to, or less than, spacing of rings. Use scissors, or sharp knife, to cut notting and shape mat as needed. If mat is on slope or incline, use long (8'*) pins or stapios to anchor mat. WARNING: MAINTAIN MAXIMUM OF 0.3 INCHES OF SOIL OVER TOPS OF RINGS. ACOMONAL 801111. WILL PREVENT THE RINGS FROM WORKING PROPERLY. IF SOIL DEPTH IS BETWEEN 0.0 - 0.5", TOPDRESSiNG WITH CLEAN, SHARP, FINE, SAND MAY BE NECESSARY TO KEEP RINGS COVERED. Option C - Seeding • 8prI491ng: If Installing grass by sending, or hydroseeding. Arst tiff the rings wiry deaA corse sand (0.5-2.0mrn) flush with tops of rings, using broom to expose top edge of rings. Broadcast or hydroseed the seedbed per normal application rates, and mulch the area with a cellulose fiber type mulcts to cover and protect the seed. Irrigate as needed to prevent seed from drying out. After the third mowing of seeded or sprigged areas, apply two topdressings, 4 weeks apart, of Ane sand - 0.25' thick to cover rings and provide for root system to grow over rings. WARNING: IF GRASS IS SEEDED, KEEP TRAFFIC OFF SURFACE FOR • WEEKS, MINIMUM. Once per year, apply micro -nutrient fertilizer, such as RiNGS PLUS, per manufactt"fs Instructions. For other fertilizer appAeatfons, use fertilizer(s) best for grass species usod. Apply water, herbicides, and insecticides as needed to assure healthy turf. Damaged areas can be repaired by cutting bad aroa with sod -cutter, taking rings and soft, rernovirtg spofled base course, replacing with dean base and reconstructing in sequenoe as if new. PREPARED BY: PREPARED FOR: MORSE CONSUL TING GROUP PLANNING • ENGINEERING • LANDSCAPE ARCtIffEMME 4860 IRVINE BOULEVARD, SUiTE #1201 IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730.7117 PALM DESERT LYON XeWILLIAM LYON'eamhtzn 1 $540 ARCHIBALD SUITE 8 RANCHO CUCAMONGA, CALIFORNIA 91730 ,t AV -D c- �sRlt�l�s I lis-Gd11.a,Tlo N PRl�cEpl1RE 5/5/8 OA?E "ROVED CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 PLANTING DETAILS, NOTES, & LEGEND APPwoVso WY crTY ENo,NitmA .' A.C.t, NO. OEt(ON S II MORSE CONSULTING GROUP �PtANMNC AECpMMENDEO .l 0ENCIMMUNC0LAMISCA1iARCHME.CWRE ' YY ev" s(,LLl, Aid) YiRI OOi �� w.x c..wc7vu ►Au,nv-, CAAWN •NEtiT SL JOB NO. 240-12 jZ_ 18 cw CNECAC KO OwnWrr0411111 tiro. 0 LANDSCAPE SPECIFICATIONS 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT !. ALL INSPECTIONS WILL PIE MADE BY THE LANDSCAPE ARCHITECT OR HIS AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST BUILDING LAWS. TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION IS REQUIRED. 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, �0. MAINTENANCE SHALL BEGIN WHEN LANDSCAPE ARCHITECT OR - HIS c MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE . LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. oATs l� � SCI R.G.t. NO. SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS MORSE CONSULTING GROUP �mwvC t..LA11tASCAPE � AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHQ`- 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE DRAWN g 1, CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK Ido• lo34-L PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. UPKEEP. 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT FINAL APPROVAL AND ACCEPTANCE OF WORK WILL BE GIVEN AT THE END OF OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND THE MAINTENANCE PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, 1S DETERMINED THAT FURTHER MAINTENANCE IS -REQUIRED TO PROVIDECOVERAGE MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE REQUIRED. AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER 11. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD TO DRAIN AWAY FROM WALLS. OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. - GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION 6. APPLY APPROPRIATE PRE -EMERGENT HERBICIDE TO ALL GROUND COVER AREAS. OF MAINTENANCE PERIOD. APPLY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 12. TURF HYDROSEED MIX: 7. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE CROSSRIPPED SEED: 90% FALCON FESCUE TO THE EXTENT POSSIBLE OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. 10% MERIT KENTUCKY BLUE + ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SHOULD BE AT APPLICATION RATE 12 LBS. PER 1000 SQ. FT. REMOVED TO A MINIMUM OF SIX INCH DEPTH. CELLULOSE FIBER MULCH 1500 LBS. PER ACRE M BINDER SOILS STABILENT 60 GALLONS PER ACRE. 8. FOR TURF AND GROUND COVER PLANTING THE FOLLOWING AMENDMENTS 12-12-12 COMMERCIAL FERTILIZER AT 300 LBS. PER ACRE SHOULD BE UNIFORMLY BROADCAST AND THROUGHLY INCORPORATED TO A DEPTH OF 4 - 6 INCHES BY MEANS OF A ROTOTILLER. 19. GROUND COVER HYDROSEED MIX: SEED: LBS/ACRE PURITY GERMINATION AMOUNT PER 1000 3Q. FT. LOTUS KALO 8 85 % 85 % GAILLARDIA ARISTATA 2 95 % 75 % 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED GAZANIA SPLENDENS 8 70 % 85 % PROM REDWOOD, FIR OR CEDAR SAWDUST ESCHOLZIA CALIFORNIA 2 95 % 75 % 10 LBS. AMMONIUM SULFATE "MISSION BELLS" ALYSSUM 3 95% 80% THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL "CARPET OF SNOW" BE EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES LUPINUS NANUS 2 95% 70% THE DEPTH OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE O'CONNORS LEGUME 5 98 % 85 % USED WITHOUT AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST MIX APPLICATION RATE - 30 LBS/ACRE OF THE FOLLOWING FORMULA: CELLOLOSE FIBRE MULCH - 2,000 LBS/ACRE AZ- TAC SOIL STABLIENT - 80 LBS/ACRE 6 PARTS BY VOLUME ONSITE ROCK FREE SOIL FERTILIZER - 200 LBS/ACRE UREA FORMALDEHYDE 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 1 LB. AMMONIUM SULFATE PER CU. YD. OF MIX 14. NOTE: SLOPES 5' OR HIGHER IN VERTICAL HEIGHT AND OF 2:1 OR GREATER 2 LBS. IRON SULFATE PER CU. YD. OF MIX SLOPE WILL BE PLANTED TO CITY STANDARD OF 1 - 15 GALLON OR LARGER TREE PER EVERY 150 SQ. FT. OF SLOPE AREA, 1 - 1 GALLON OR LARGER SIZE THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN SHRUB FOR EVERY 100 SQ. FT. OF SLOPE AREA, AND GROUND COVER AS SHOWN ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER ON PLANS. IN ADDITION SLOPES IN EXCESS OF EIGHT FEET IN VERTICAL HEIGHT PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF AND OF 2:1 OR GREATER SLOPE SHALL ALSO INCLUDE ONE 5 GALLON OR LARGER 5 LBS PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME SIZE TREE PER EACH 250 SQ. FT. OF SLOPE AREA. ALL TREES AND SHRUBS SHALL WELL ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE PLANTED IN AN INFORMAL DRIFTS AS INDICATED ON PLANS AND NOT ON BE DECREASED. A GRID OR WITH UNIFORM SPACING. IS. ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW PREVENTOR AND CONTROLLER SHALL BE LOCATED IN THE FIELD AND SCREENED FROM VIEW WITH PLANT MATERIAL. PREPARED BY: IRRIGATION SPECIFICATIONS 1. WALITY ASSURANCE: PERMITS AM FEES - CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. ALL LOCAL, MUNICIPAL AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OR REQUIREMENTS OF SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. A SUPER- INTENDENT SATISFACTORY TO THE OWNER'S REPRESENTATIVE SHALL BE PRESENT ON THE SITE AT ALL TIMES DURING PROGRESS OF THE WORK. THE SUPERINTENDENT SHALL NOT BE CHANGED EXCEPT WITH CONSENT OF OWNER'S REPRESENTATIVE. SUPERINTENDENT SHALL BE AUTHORIZED TO REPRESENT THE CONTRACTOR. 2. PRIOR TO SUBMITTING BID, EXAMINE THE SITE AND THE CONDITIONS THEREOF. 3. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL LABOR, MATERIALS, TOOLS, MACHINERY, AND EQUIPMENT NECESSARY TO INSTALL A COMPLETE SPRINKLER SYSTEM AS SHOWN ON THE IRRIGATION PLANS, INCLUDING TRENCHING, BACKFILLING, ETC. 4. USE ONLY NEW MATERIALS OF BRANDS AND TYPES NOTED ON DRAWING OR APPROVED EQUAL. ALL PIPE AND FITTINGS SHALL CONFORM TO SPECIFIC REQUIREMENTS AND PIPE MUST BEAR STANDARD MARKINGS. 5. PROTECT THIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE AS A RESULT OF THIS WORK. - 6. PRIOR TO COMMENCING WORK ON THE PROJECT, ARRANGE AN ON SITE CONFERENCE WITH THE LANDSCAPE ARCHITECT, OR HIS DULY APPOINTED REPRESENTATIVE. 7. THE INSTALLATION AND OPERATION OF THE SYSTEM MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. 8. IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 9. WHEN THE SPRINKLER IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE ARCHITECT, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM PLANS, OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE ARCHITECT. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. 10. COORDINATE THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE PLANTING OF TREES, SHRUBS, OR OTHER PLANTING. 11. FIELD QUALITY CONTROL: THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT AS MUCH AS POSSIBLE ANY OVER - SPRAY ONTO WALKS AND ROADWAYS. NO SPRAY IS PERMITTED ON BUILDINGS. IF IT IS DETERMINED THAT ADJUSTMENTS IN IRRIGATION EQUIPMENT WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS PRIOR TO PLANTING. ADJUSTMENTS MAY INCLUDE CHANGES IN NOZZLE SIZES OR DEGREES OF ARC AS REQUIRED. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS AND AT HEIGHT AND DISTANCE FROM WALKS, BUILDINGS, ETC., AS NOTED. TEST ALL PRESSURE LINES UNDER HYDROSTATIC fKSSUME OF 150 POUNDS PER SQUARE INCH, AND PROVE WATERTIGHT. TESTING OF PRESSURE MAIN LINES SHALL OCCUR PRIOR TO INSTALLATION OF ELECTRIC CONTROL VALVm, QUICK COUPLERS OR ANY OTHER EQUIPMENT THAT MIGHT PREVENT A PROPER TEST FROM BEING PERFORMED. 12. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A COMPLETE SPRINKLER SYSTEM INSTALLED AND READY FOR USE WITHOUT FURTHER COST TO OWNER 13. RECORD ACCURATELY ON ONE SET OF REPRODUCIBLE PRINTS OF THE DRAWINGS, AN AS -BUILT PLAN KEPT UP TO DATE AS THE PROJECT IS UNDER CONSTRUCTION. IN ADDI- TION, DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION OF PRESSURE SUPPLY LINE ROUTING, ALL VALVES, PLUG TEES AND CONTROL WIRE. 14. ALL SPRINKLER HEADS AND PIPING SHALL BE INSTALLED PER THEIR DETAILS, IN THEIR RESPECTIVE LOCATIONS, AND SHALL BE OF THE MANUFACTURER NOTED UNLESS OTHERWISE APPROVED. 15. SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. MANUFACTURER WARRANTIES SHALL NOT REPLACE THIS GUARANTEE AND CONTRACTOR SHALL BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED MATERIAL. 16. UPON COMPLETION OF THE WORK, REMOVE ALL EXCESS MATERIAL, EQUIPMENT AND WASTE TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. 17. THE SPRINKLER INSTALLATION SHALL BE DEEMED INCOMPLETE UNTIL ALL SPRINKLER HEADS VALVES AND ALL RELATED IRRIGATION EQUIPMENT HAVE BEEN CHECKED AND ADJUSTED TO BEST CONFORM TO THE CONDITIONS AND REQUIREMENTS THAT WILL PREVAIL Af THE FINISH SITE AND APPROVED AS -BUILT DRAWINGS HAVE BEEN SUBMITTED. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF IRRIGATION SYSTEMS FOR 90 DAYS AFTER INSTALLATION. 18. TRE14CHES SHALL BE EXCAVATED TO SUFFICIENT DEPTH TO PROVIDE COVERAGE OF 18" OVER ALL PRESSURE SUPPLY LINES AND 12" OVER ALL NON -PRESSURE LINES. 19. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER IRREGULARITIES. 20. PLASTIC FITTINGS SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDE INJECTION MOLDED AND SIDE GATED. WHERE THREADS ARE REQUIRED, THESE SHALL BE INJECTION MOLDED ALSO. 21. I14ITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN 1/2" IN SIZE. 22. COPPER PIPE SHALL BE COPPER WATER TUBE, TYPE "K." FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE SOLDER JOINT. 23. ALL MATERIAL REQUIRED FOR THE PROJECT SHALL BE AS INDICATED IN THE LEGEND AND INSTALLED ACCORDING TO SAME. 24. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS: (a) ONE 30" SPRINKLER KEY FOR OPERATION OF SPRINKLER CONTROL VALVES PER LOT. jb TWO KEYS FOR EACH CONTROLLER. c TWO COUPLERS AND MATCHING HOSE SWIVELS. d ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. THIS CHART SHALL BE A REDUCED DRAWING OF THE ACTUAL AS -BUILT SYSTEM, WITH EACH STATION INDI- CATED IN A DIFFERENT COLOR. CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC 20 MILS EACH. (e) ONE 36 INCH SOIL PROBE, OAKFIELD MODEL B OR APPROVED EQUIVALENT. _ _ 23. MAINTENANCE SHALL BEGIN WHEN LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE SHALL CONTINUE FOR A PERIOD OF ONE HUNDRED AND EIGHTY DAYS AND SHALL TERMINATE UPON ACCEPTANCE OF THE CITY OF RANCHO CUCAMONGA. MAINTENANCE SHALL INCLUDE ALL REPAIR, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP ALL PARTS OF IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE. 0,VFM CONSULTING GROUP PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD, SUITE #201 IRVINE. CALIFORNIA 92714-1299 IRVINE (714) 7307117 PALM DESERT PREPARED FOR: Q t e WILLIAM LYON r,,mlwn r $540 ARCHIBALD BUTTE 9 RANCHO CUCAMONGA, CALIFORNIA 91730 r �J CITY OATS APPROVED OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027 LANDSCAPE AND IRRIGATION SPECIFICATIONS Aw"ovao errs [rvO1Ns* oATs l� � SCI R.G.t. NO. OEs10N s MORSE CONSULTING GROUP �mwvC t..LA11tASCAPE � gEGOMMENO[O LS � ■v.. stun auto rm �� •'wl ��1R t�wv. cn•�s. 1µy OtY11 JOB NO. 24D-1 2 Ztsr �'-3 `� OA" DRAWN g 1, �Ni[T 18 os G- cstwoDRAWING is Ido• lo34-L r �J