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Home My WebLink About1083-L THE WILLIAM LYON COMPANY FUTUII INC . \ < ' ? COMMERCIAL 8840 ARCHIBALD SUITE B RANCHO CUCAMONGA CALIFORNIA 91730 _ FAGUTY SHEET INDEX ° { �, • L :$ z X COVER SHEET 1 CONSTRUCTION PLAN4T,, 2 CONSTRUCTION PLAN 3 CONSTRUCTION PLAN r DENSITY t" MEDIUM 4 CONSTRUCTION PLAN _ 5 CONSTRUCTION PLAN _- 6 CONSTRUCTION PLAN - 7 CONSTRUCTION DETAILS 8 CONSTRUCTION DETAILS 9 IRRIGATION PLAN 10 IRRIGATION PLAN 1 11 IRRIGATION PLAN 4 12 IRRIGATION PLAN -- 13 IRRIGATION PLAN dmm� 14 IRRIGATION PLAN Nto 15 FIRIGATION DETAILS NOTES & LEGEND � • � SCHOOL/PARK SITE 16 TREE, VINE & GROUNDCOVER PLANTING PLAN -- 17 TREE, VINE S GROUNDCOVER PLANTING PLAN SE, _ 18 TREE, VINE & GROUNDCOVER PLANTING PLAN f " Ljj 19 TREE, VINE S GROUNDCOVER PLANTING PLAN _ EE VINE & GROUNDCOVER PLANTING PLAN 1 a 20 TR _ T � Y 21 VINE & GROUNDCOVER PLANTING PLAN - TREE, 22 SHRUB PLANTING PLAN 13 - 23 SHRUB PLANTING PLAN ! i 24 SHRUB PLANTING PLAN 25 SHRUB PLANTING PLAN 26 SHRUB PLANTING PLAN �C 27 SHRUB PLANTING PLAN – /� 28 LANDSCAPE DETAILS, LEGEND & SPECIFICATIONS — \' 29 IRRIGATION SPECIFICATIONS – kWIA 190 — — AfORSE 30 IRRIGATION SPECIFICATIONS - - GROUP 31 CONSTRUCTION SPECIFICATIONS I _ PLAMWNG • ENGIff..MNG 0 LAADSCAPE ARCHITECTURE SOUTHERN PA C" PLALROAD 4860 IRVINE BOULEVARD, SUITE 9201 IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730-7117 PALM DESERT NOTE : SHEET KEY MAP SEE VICTORIA GROVES STREE I CAPE PLANS DRAWING # 1083–L FOR REMAINDER OF WORKING DRAWINGS. _ BASELINE ROAD ' V I ABBREVIATIONS VICINITY MAP • AT ea• W11118VOUT INV. INVERT ELEVATION a. BEER ROJECT SITE A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX a. SOUTH A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTII OF ARC WK. SCHEDULE �N A.C. ASPHALTIC CONCRETE E.C. END OF CURVS L.A. LANDSCAPE ARCHITECT B.G. SUB-GRATE A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET M. SHEET ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT 8.F SQUARE FOOT, FEET 'A DESCRIPTION OF REVISION GATE ALUM. ALUMINUM SLEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS APPROVED APPROX. APPROXIMATE E.M. EACH MAY MFG. MANUFACTURER 8Q. SQUARE s '"'"""' "" CITY . OF RANCHO CUCAMONGA B.C. BEGINNING OF CURVE EX. EXIST. EXISTING MH. MANHOLE in. STREET �,� B.C. BOTTOM OF CURB F.F.S. FINISH FLOOR ELEVATION MIP, MINIMUM SFa. SURFACE FOUR SIDES B.C.R. BEGINNING OF CURB RETURN T.G. FINISH GRADE N. NORTH T. TANGO;T VICTORIA GROVES BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.:. TOP OF cun3 ; NNTENTATIVE TRACT 13022 13057 13058 13059 13060 B.S. BOTTOM OF STEP F.a. FINISH SURFACE NO. , N NUMBER T.C.B. TOP OF CATC:T BASIN r le��ME STREETSCAPE C., CON D CONDUIT FT. FEET, FOOT O.C. ON CENTER T.T. TOP OF FOOTING C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER —.C• n-P OF CRATS C.P., CURB FACE GA. GAUGE P.A. PLANTING AREA TIG TONGUE AND GROOVE•, s tjl C.J. CONTROL JOINT GALV. GALVANIZED ' P.C.C. PORTLAND CEMENT CONCRETE. T.P. TOP OF PAVING •I COVER SHEET C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.B. TOP OF STEP C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED .SAM P.R.C. POINT OF REVERSE CURVE T.M. TO? OF MALL r A��I�rOVtO C.O. CLEAN OUT G.P.M. GALLONS PER MINUTZ PL. L PROPERTY LINE TYP. TYPICAL +�M Crrr ENorNE=w R M• �• CONC. CONCRETE GR. GRADING P.B.I. POUNDS PER SQUARE INCH V. VOLTAGE DEEMM RECOMMENDED CONT. CONTINUOUS CRNil. GROUND P.Y.C. POLYVINYL CHLORIDE VERT. VERTICAL BER RDINO FREEWAY i_�p I�MORSE CONSUL7TNG GROUP CSK. COUNTERSINK H. BHT. HEIGHT R. , RAD, RADIUS M. MITH J.S. �r[.��nic��Cn�c�u�scArEA�earnsC�t� 4W WVW NMtrt AM WM ri w.xc.uaw.rr1.Is. CU. CUBIC HDR. HEADER R<C.V. R.SMOTE CONTROL VALVE M. NEST OAAWN IIn71[ (114)730 7117 nuronat •MEET DET. DETAIL NORIZ. HORIZONTAL REF. REFERENCE M.P.• MATER PROOFING S.L. JOB NO. 240-00x X _ J Os 31 D.F. PRINKING FOUNTAIN M.P. HIGHPOINT REQ. REQUIRED SOSCAt[ aEGt� r_ 0NA%WIP=8 8-6-87 J.S. lllft4 DIA. 0 DIAMETER I.D. INSIDE DIAME'T'ER RHD. REDIIOOD • • _ coNc. �iN� �cK�T, 5EE G d-o'I H-;- q UMr mock WAJ.L W/ c LUMN -rte - s�,r.K 1=-1N. � P,�'lrt�' Tb i INST�U. EO 6'( 79AC7 13UfLDV'R SG� - E 5H 5E 8 FOR t� o6 i Ls' T T . HIGHLAND JAVENUE - it 135,-�-- - - �, -o - - - - t 1201-a�1 _ �• ID8 E . mvmm Immor mm lot Ill m INS Z MAIC INE A / aNc. Mtotj �I p, SEE KlQc O Z zFOR 1.^-r'oUT CiONSTKUc=TIaN Of= 5Ii)EW^Q<,5 =1 FUTURE WORK 5EE STIzEET IMPROVEMENT pl�Ns =oil vl TIR^c7 13022 LLJI <1 LG�'�TE khl.ls ^T TOP of SUPE 0" 51-cm ♦� 4 MW. FROM I5ACK of k�ALK, kJNL To 15E ♦Z Z INSTP�I.L,EI� 15'(' T"CT bUjLK)ERLIJ , SEE Gl�t�iNG ♦J > r .:. P1.P'tN5 FOR 7R>ACT 13o 5 Fo R E,XPC T v • ( ■tt emo ■ . ■ . ■ . ■ttt■a■ ■ . ■ ■ . ■ ■ ■ ■tr ■ ■ . ■ ■ ■ ■tt ■ttt ■tt ■ttt ■t ■t ■trtttr ■, ■t�,�r_r�. ,� — — — _ • ' • •� �• 1 - - FA I R M ON T WAY - �'�•�.� .•••'�• . LIMIT OF WORK 38'_0 �� _ •�•►.��• - �•�.,.•• . -� - mining o�sow mom a - — _ _ _ - 1 _ Loc.�TE P, Tcr OF 5I�toe 017, - F►eOM. oFTw�°�LK . . . ,. 13 Jr" E , ON STR ET �1 _ C GnON LEGEND 6' MrA. WT. SLUMP BLOCK MALL AND COLUMN 1f?TR I GROUTED.AND PAINTED FINISH, SEE DETAI14 !!*4eT d 6! NIGR SLUMP BLOCK MALL. FUTURE WORK NORTH SLUMP BLOCK RET TRIM MALLp SIE CM11C PLAN. . 1 CONCRETE WALK. p willtoon'llFAIRMONT _ ■••■ 1 . Rome • E NCRETE MON STAID. �JEE •'•�•� �— ` �■now an '"' s ■�■ ■ ■ ■ ■ , , t■tIW �•�.• — - —WAY Iz a •••••••••O••••••••••••• NROUGRT IRON !ENCS WITH BLOCK COLO!@f. �•�•� - _ .;. :.: - - - - -�J �•�• - =S T-r10 •. 381-oM Iv F- UJ ui 00 stow .01 o= SLUMI� i�LocK W^l�L C f-}^NI�I�IL pE L ' 1 r . W T�1 1 W �•�• . '• � � SSE 1 ••- 1 ,� ♦•�• / ~• =oNC 5TEp5 LoC,4,TE k AALL PFT Tofte OF 1 .�• - SEE GRAFI N6 51...OIcE CtR SI-o MN FROM f�NS Fole FINISH GIQ�I�ES 1��CK OF kI�LK klp►t-l. To 8� •� cof c. mo S-r! I G4 IN5T^LLEtJ t5r:- �� -r 13UI •� iCN w Eiz 1b DE�RMINE NIJMl SEE G LADING FLANS Foie ♦ • AL ♦ •� U Ie�5E IQS REQU I T�cT I Sb FcR FX^CT4.r' H716NS •�•♦ LI HE I I I too I we"X'006 , • • NOTE: j& ^170 wA w GAST s r vE pF It�GH[..1ND AVE. //26/87 Li. L OATS p" ED 3 ALL WALL & MOW STRIP ALONG TRACT BOUNDARY , �♦ '� TO' BE INSTALLED BY TRACT BUILDER. CITY OF RANCHO CUCAMONGA VICTORIA GROVES LIMIT OF WORK STREETSCAPE SCALE: 1"-30•-0" ` - PREPARED BY: PREPARED FOR: s-3o—ss CONSTRUCTION PLAN i At'Lwav>zo m Z crtw ENottvttsw w.c.r. two.IL _ DE"SON AtGOMMENDEO MORSE CONSUL TING GROUP J•S• �MO„�E O ,PEA L x,,,,,45 rJEOPOKA411. PARK LYON ��Wmm PLANNING ENCIIVIEERING LANDSCAPE ARCHITECTURE •.7l C ALSI RM.Q71.I m DnAWN rw[ 01..7707117 rALUDESM SHttT 4860 IRVINE BOULEVARD,SUITE#1201 XeWILLIAM �' rD S.L. JOB Na 240-00 IRVINE,CALIFORNIA 927141299 LYON Team. aw•t 1 = tRViNE (714) 730 7117 PALM DESERT ,� �/ CHtGK<D CiA, NO. 8540 ARCHMALD SUITE 9 J.S. A�w 083-L KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91730 1 41 1 see 3 • Mq hFFT 5LUMP 15L.00K kl^L. Loc^- kl^L. AT Toto of 5Lore ar, j 51- 01' MIN FROM MACK 0;:' K ALK LL • KA . To j6E (N5T' L�-E=t� �-I' 7r^eT 1 15UIL..0Eh SE'E Gt��IrIG FLANS Fob j TRACT 130r76 • . j 1 NOTE = FOR- rollVeXJALK CONSTRUc SON j L.�17' UT SEE 5TRt�T IMt�R YEMENI Pe)g TP,"' C ' 13022 FUTURE • WORK 1 LIMIT OF WORK • 1 • Jaw ,'= t •�• e r N07� sp-e MAKK IMPROVE:ME7NT MAr44b F-I -'HIS AREA 00 CONSTRUCTION LEGEND S' MM. HT. SLUMP BLOCK HALL AND toLUMN MITA ; GROUTED;,AND PAINTED FINISH, SEE DETAILS &4MET d V/CrO i' lIIGA SLUMP BLOCK WALL. , ( R1,4 PA • SEE SNE RK 4 CANE ET SLUMP BLOCK RSAINING WALL] SEE GRADTNG CLAN. CONCRETE WALK. cb-AW •—...—.••• s' W?DE COIaCRSTE MON STRIP. we •••••••••p••••••••••••• WROUGRT IRON FICYCE WITH BLOCK COLO N. NOTE: _ "' •� 5EE TRACT 13022 STr ZFT It" ROVffrENT ALL WALL & MOW STRIP ALONG TRACT BOUNDARY Il..�+NS Foto 51K�E k.lf'�L.KS TO BE INSTALLED BY TRACT BUILDER. - = cf)1 w� 10- IL W =�--- .. CONCRETE STEMS � • 01 — • ` t• w. A409)NAL�r�(011 Q/ TH1`� 5ET5 or f�sER� MjobllLI..Y 51�E ) WeaLIAL. W - NUMBERS CF tQ15ER5, SCE CR�01WG 1°LAN5 Fort f' , _ IL FINISHED 6R�E5 To CET�"INF- NUMBER of s' E Fes e FAcH L�G1'XMON. '9 dI `"a° KEY MAP NO SCALE F—A RM — a . _ONr _ r 0 Rsr>t JDATE "R ED 4�oN CITY OF RANCHO CUCAMONGA MATC_HLINE K 1 In .�: .r \ K � � � �� P CE VICTORIA GROVES !� _ �N c. MOW STF 11r -� STREETSCAPE LoG� k^L.L ^T o>°aF SL.oF'� MgTCHLINE s T 5Ldt� IsLoCK k1AL. ' '� ate 51-011 MIN. FRvTM QAC oP K SCALE: r=3o'-0 �1 W kJAL-K , kJ^jLL To 155 I NS'AU.,50 1 �' T"cT IsUILr.�EI�- PREPARED FOR: s-3o—es CONSTRUCTION PLAN Q SEE �reP,plN� INNS � �cT PREPARED B Y. 13022 Dote EX^CT 1,�^,TI� /�.�IROVlO WY J crrr ENOINSA N.C.t. NO. i R OEtON AtCOMMENOEO CONC. Mo',��.I 5TR1 P a . ' �� LNC I MORSE CONSULTING CROUP . A�,�N w� rROff- Y _ MORSE CONSUL 77NG CROUP J. ,�,�,,�,,,�� ,,,�,,,E,,, L �,,As PLAWNG •FJVGRVEERING•LAMSCAPE ARCMTECTURE LYO N XM MI 6VV*-(ALIFULP"W714 IM LINE, • �I OAAWN wwt mu=fo7rr7 PALM OtWn •Mt<T O i 4860 IRVINE BOULEVARD,SUITE#201 �' $•L• MB NO. 240-00 a }. IRVINE,CALIFORNIA 927141299 /1r e WILLIAM LYON(eam. a n, 2 a 31 3 0) � IRVINE (714) 730 7117 PALM DESERT CNE CKtO on ►wiNNO. •S40 ARCiGA, C WORurrt • J.S• o--��- ' RANCHO CUCAMONGA, CALIFORNIA 91730 ' ; _ ILDC^T15 ki^LL AT 1O' aF V.00E O 31-OII MIN. tp'N ,K Or WA-#<, W&,.LL To ' Ce INsT^Liz p eY T cT bvl uPa� cotic. Mo 0 "1 r 9Er, c_A^SING 95 Fore T�+CT AI N w/ rmoP Ll M S 13059 FOR EXACT Lo 7K". GI-o,l STIR ET 77 M sm t5 717. �,� WAY - ' NORTH T"f?" .5LUHr 15LOCK WAtLL Lori-� WALL AT ToP of Sl. Ie -o" yJ o 0 slo -0 t. MIN. "oM BACK o1= KA K 1�lALL -t-0 155- 3 'e6- NsTAL1..,�b BT TRACT JU I �Ep,. - SEE 9"JING = 1' � sy I DEANS Fold 714AC7 I�56ZZ Fol\ EXACT LOC^710Ns ° CoNc. Mold S7Q1 tD .� J _ `N �♦ c� OTE. ♦ �,� = R= 5 TT o ALL WALL & MOW STRIP ALONG TRACT BOUNDARY ♦' �P ,� 2 TO BE INSTALLED BY TRACT BUILDER. ♦ �� FOR SIDEWALK LAYOUT & CONSTRUCTION SEE TRACT 13022 STREET IMPROVEMENT PLANS. COMO. MOW 5717NI to � 15LuMP ISLIOCK k1AL.L "1 � K 2- :. ••.. —ISLOCK COL&IN W WRoUG147 IIeoN FENM 00 •• fill - - _ FAIR MONT - - •v r- • - - WAY _ - Q W d) 135'° ..... . .; , . • . . .. • : . . • . . . . �� 71111 u► ' cA AM ,BE - . PUCE �+SL00 BUR LIN 3�ID oGK k1ALL � ajgl_c" �'P COURT CO RT T 35 I_ C0 LOCoI K ALL 3oI ?Vlo of Sl.ol°E o 717 T-rP 38'-oa �g1-o4yI-oN MIN. FITOM k1,ALJCy kJALL To 15E (NsTALLF_0 Imo' 7?1 'ACT Twp TYIp I3UIL.t)UK . 1195E Gni� FL^NS " TI"CT 130�20 ISR t,X^-7 Loc^ToN<3, L C:" CONSTRUCTION LEGEND �` ' �- CITY OF RANCHO CUCAMONGA 6MM. MT SLU" BLOCK, HALL AND COLUMN WTTVI - - CROUTED,AND PAINTED FINISH, SEE DETAII4 aHeSTd VICTORIA GROVES sp alck sLaMP BLOCK MALL. a STREETSCAPE _"_- _ _ - = SCALE: 1'=30'-0" . 6-30-86 CONSTRUCTION PLAN sLVMr BLOCK RE'TAININC MALLI sEE GRADINC MAN. PREPARED BY: PREPARED FOR: a,� C • CONCRETE WALK. '5CElb"I _ - - - ctTy Ental""" DEt10N A<GOMMENDED „�, MORSE CONSULTING GROUP S.L. xo CONSULTING„� G� Lis NIDE CONCRETE NOW MIP. 15EE W .MK PLANING •ENGRW-EKING•LANDSCAPEARCHIIECTURE LYON •»••°�•, „m•�' DRAWN MM[ w.xc,uaw.�was. ►AN•O[1Ur1 064awT 4860 IRVINE BOULEVARD,SUITE,11201 01-1 S.L JOB NQ 240-00 IRVINE,CAUFORNIA 92714-1299 e WILLIAM LYON� �—c`-31-- CRT fzc�� ......... ............. IRVINE (714) 730.7117 PALM DESERT O NROUCAT IRON PENCE WITH BLOCK COLI. IZ7 �R�otrs oac.cs�o owAwtM r.w. •Ij40 ARCNIRALD iUITE f S L-ll- KEY-MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91730 J.S. OAT7 CONSTRUCTION LEGEND ��` ►' coN c. N►ok1 STIe!�, T7'f� 6' MIN, 4T. SLUMP BLOCK MALL AND COLUMN MITR CeOeAIt4G cr STrREEr GROUTED„AND PAINTED FINISH, SEE DNTA I L 5 JHeST a �ET, 5LU r'i F 1gL4Ci� Hlr�l.l... 69 )RIGH SLUMP BLOCK MALL. ..1 5LUHr, 15LOCK Klr°LL 1 To I>� I NST^- �c-p wro no�M�r� BLOCK II HT �M1t1�'!)A 21�f U1�MALML t�>nts A itlC PLAN. � IgU � � . CONCRETE WALK. SEE DZz 51 1V. AP.-LZi W -----4• t• WrDE CONCRETI NM HTRIP. Wl! I Q _ 1 SEE SHEET 5 .........p.........«.. M]t0UG1lT IRON FENCR WITH BLOCK COLUlm• CoNo• M� 'S1`i'�I I� � _ - - - - LOCAM kALL AT Tod OF SLOrI ole _ 1 51 -o0 M I KI FIgoM Ism,CK OI= KJAL.K , _ 1 o WALL To 135 INS7A�-t5C) 15-r TIzncT /001seE GANG I�I..ANS - TfQACT 13022 - FoK F,�CT LOCRT1 o N 5- b t w 0 -J ;W J JK la CO0, MOW S71RP F P�� NOTE: 1 i = ' G� \. -� ALL WALL MOW STH iP ALONG TRACT BOUNDARY `• Q -�� TO BE INSTALLED BY TRACT BUILDER. '}• S FOR SIDEWALK LAYOUT & CONSTRUCTION SEE TRACT 13022 STREET IMPROVEMENT PLANS. i • , • ' Lc r•1t I I.L. \T Tar oP sifm OR xTRUCt, ONG. EgUE5TIRI AN FENCE .AVAI�LE FROM � • 5'-O" MIN, FROM bPCK Olf kl,&,Lt<, . WALL RIALTO FENGE CO. INGT^L� I�Ig C17I 5TANOAIRD OIQk1G. t IDM l 5T�•LLe0 by TRACT 13U I L,0ER #� I of o , otR coN515�E N T W/ CITY ST�,Np�,F�b �olq �;' SES GRAC>INc PL •�15 R71e '1'f C I3cxao TRAIL_ FENCING AT THe 7"F- OF IN5Tp,LLATIoN . T T-(I�IcAL EQUESTRIAN TML �ECTIoN , +5�� •R. Fale ERCT L CAT1OrAZ) -1 1L1' TSP uS —� r• QUE5TIQIAN T"L, log-0" WIpE1 7-rr- eo • N �_ �: o -o c - o � N IN�RV T•'(�' q !3 Cb NG. Motel 5`�1►� s �' �'�- �e � 00 01 eI 1— . lw *400 IZ N IJub vi jar 1 �, s os �, _ 0 -� rlo►tilsTfelf qo ;ti la W Lu =IS o= f4 Se _ 1 w , Os ~ Ilk *00 J'^.. _ o •r• ` coNc. Moi sT�p ;• `T w d G,j Oal A a, ,;• ,.• �`� O" IN �/ 1. I I v1 N .� R=1�" R=15 C C Z _off �, 0 .;s . :►� -» Mov4 sTfeiP SEE SHEET 5 4 111 R= coNc Mok) 157RI?o _ •'• i to CIO �-5''T - .• CoNC. PINE G ` 0 •• 2 oN A NTE •,o LATE WALL AT Toto of 5LoPE 4Ron OF am an p R.8' �'- b N_ o - o� i5 ,,,.,�,,,,.,w.,,� , - S1- oil MIN. FROM I5ACK OF WALK o_ _ _ {�lAL.L. T �E IN�T�LL.EC 6'r �cT CITY OF RANCHO CUCAMONGA � .• ., - . . _ - - . • �5' � - �:- 13U I LJ��R . s� GR1`t�InI6 I�I.,�NS FSR AO 1 T� 13022 FOR MIKe"I LCC^TIoNIZ. Q =10 M 2d"� �� VICTORIA GROVES _ R=� T tTAEETSCAPE ' o 00 s SCALE Ir-30°-O. o i �I�' R 5' oN 6-30-86 CONSTRUCTION PLAN PREPARED 13Y�. PREPARED FOR: DAYS i �♦ � Awovte..► A=311z ♦` cmr ENoiNsw _ w.c.t. NIO. - / MORSE CONSULTING GROUP DEslYN So P,,�r0P GROUP i1ECOM`M_END<D PLAWNG•ENGINEERING•LANDSCAPE ARCHITECT URE LYON G �/�r�s .M wvVd°ota ^RD Wrt 001 OAAWN ,�,� •.x carusuwA�cr1.iM ►Awonnrt •Mt<T 4860 IRVINE BOULEVARD,SUITE a1�201 31 IRVINE,CALJFORNIA 927141299 ��ie WILLIAM LYON�am. 2 S.L. 4 -- -- KEY MAP , ftVI a,� IRVTNE (714) 730-7117 PALM DESERT FAI PAW ci+Ec:.cwo O ni ownw�Nw r+w. NIO 8CALE , RAXC1i CUC MONG'A, CAUFORN A 91730 J.S. OATS I�S '3 L. i i • • r w FUTURE WORK 1 Z MEANDERING SIDEWALK AND LANDSCAPING 1 TO BE DESIGNED, APPROVED AND INSTALLED WITH ADJACENT TRACT IMPROVEMENTS ' 1 1 i 1 ■■rtrr■r■rr■r■ ■ ■ ■r■r■r■ ■■r■ ■ ■r■■■■■r■r■ ■■r■r■r■r■r■r■r■r■ ■r■ ■ ■r■r■ ■r■ ■r■ ■r■ ■r■ ■ ■■r■ ■ ■r■ ■r■r■ ■r■r■ss■r■r■ ■ ■ ■ ■r■r■ ■r■ ■loss moms r■m■r■r■st.■mom■s�■veroms •■�■m■r■SSI■ Exon■m■m■son■■l Y� SL.UMrD eL.00K WALL W/ COLUMN , 5^OK HNSH I9c4Kr, Tir. 1 55E SHEET 9 TD 15E IN5T^LLi=-.b 6-r, TYP. MEDIAN SECTION BB 1 7F^CT EfK $UILb . 5E55 NOTlE5 151-c2�1 FohIR ^LL HLjGH'1S. 5GI_ N r a LIMIT OF WORK RO CU ARE Z pt ' q ryp, —�� Q ,TYP. MEDIAN SECTION AA C#tASSRiNgS MAT 1 . 1� a: .rr....rt=trrrrr�trr � 34i-O" I Vf°L -G� S DETAI , THIS SH 1 O MATCHLINE I Imo'-co , ' T 1 U SEE SHEET 4 �` 1 41 _ NV r Q Up 4 4 cp r - t� _ . ' Ul T'( 1 44 30 1 71 g' 68 67 66 65 64 63 JOG k�AL. CIO• AT R7Y UNE 70 6 _ CoNC. Mok! 5T1�1 f° 43 J oG kl/&LL 1 62 61 60 IbPDRL331N,�5�C� 1 JI ?- '��1 `� r"R_M I Y 7G` SP�FI4•iore �CC pvrum lb P�s-t IO FiL- ' Wyclkn•as 6M�'-'"H&5 t IAT. • ��{.lI�ser . G•+l 615.E�Irt3ft�-i' . HuwT DRIFTS E r- -n" 'si °``°'w'` INSTALL. kiALLS7aP OF OI"S A Mills gE5 GK^ G F H5 Fdr-?, T"CT I3o22 2t� N05E Y^RIES TO 12'' �o�i�?-°��c �nv►��,. nta,e F41`� 5X^CT WALL. LOGp+T14rAd3 tl A �O � Q C e U �`�►-o�lS�•�e mURse PIN15H GRADE a 1 !'3Eww F4 M4 & �/�. a6WN TMP Cr- . �' o- <,.. ., g �aw�l-%F. �I=e NoTE eeLDW Fo►R k, ^L- Ff E:IehTs lte OF MONSTRIP ( IN GC CURD.( IN TURF AREA) _ - - — = s*rbrf 6�tl,reeve-ars NOTE: _ = _ �t�fl 9e-9sro�51MILt►I[ NORTH 111 III +° s6� ALL WALL d� MOW STRIP ALONG TRACT BOUNDARY recow-MOW STRIP, we Ile � eb'G:ctrl �p �erlpeT YMe Pa t.IsEt��Iq r,tL�N"( DETAIL B 3HMT I . IrTCCNt45'sIm RaOm� 3" $ IId5Tf�1 I.INB F,Ra.SSfRIrWS Aif� -� TO BE INSTALLED BY TRACT BUILDER. foRmr�IPl.tlElNsW.�f►oK '�CW.SAJCl3-1 B�76Rtb3lhJ3'pK.L ':Ittbae�l s } rw►NUFMA TL44te 's t +rIt s) Srndc SIJ66Rat7E TYP. MEDIAN SECTION AA TYP.MEDIAN SECTION BB RiTTERINGS GRASSRINGS MAT DETAIL SCALE: 1/4•-1•-0' SCALE: 1/4'-1•-0• NO SCALE FUTURE WORK IFXPOSI=D AGGREQATE 1 1 MEANDERING SIDEWALK AND LANDSCAPING CONCRETE PAVING 11 1 TO BE DESIGNED, APPROVED AND INSTALLED 1 1 I WITH ADJACENT TRACT IMPROVEMENTS � 1 1 ■■ ■ . ■r■ ■■■..ss■r■ ■ .r■ss■r■s>.■s,.■ ■s,.■ ■s>.■ ■ ■ ■ ■ ■s>.■r■ .r■rrr■i■r■ ■r■rr >,. ■w■■ ■■ ■ ■r.r■ ■ ■r■ .ss■ ■r■r■ .r■ ■ ■r■r■ss■ . ■ . . . ■ ■ ■r■ ■ ■ ■ . ■ ■r■ .. ■r■ ■ .ss■r■ .ss■ . ■ .r■ ■ ■st•■r■r■s■■■st.■a ■st•■st•■s,.■ss■a ■s,.■s,.■ ■ ■s>. ss■m 1 -25E� '5T1EE-T IMI`RoVEMENT FOr:k TF- /:,CT ; 3022 TYP. GRASSRINGS MAT 1 I FOR 51PE IIl''1L.K C0N5TF-UcTI0H SEE DETAIL, THIS SHEET 1 � N LIMIT OF WORK -A LIMIT OF WORK } ROLLED CURB AREA -� 0 WI Q w Z w ' = I T � Tyr V _ ___ __ __ -_ __.____ -0• •• •• •'•' TYP. MEDIAN SECTION AA - - 1 I TYP. MEDIAN SECTION AA TYP. MEDIAN SECTION BB a w MIWKEN AVENUEIL ' Yp = _ _ _ _ F"' b.C. I NTERY� Tff' _ - _ _ _ _ 's r _ =o -17 T-1 t- 1Nr= r(oC(LI3 i mo • ��mr m rrm MMMMr 25 M 29 28 27 26 241 , 1 SLUMI0 E OcK ovel1`Z PRE KING � JOG W^LL ^T PROIe"15RT-( Ut 45 &T M*HT o"GL.E, T ,, _ 1 S�UMr LOCK M LL GEE GRAVING r Fdp 1 T ,^CT 1:iOZZ FO ('�ET,�NIN CoN�ITio S. TIR^eT 11-06b k1ALL- F^IRt-"T To PIQR -- 4 45 HT 8 K:�)M 0 ILS. 4 pINiAl"INc GI-c7" HT SLU I= 15LOr✓K k^LL �kjt' ! COLUMN -rTl= - 2-1-87 MISC. �VI51ON5 NOTE = KJ^L. HE I QH TS � 5 17-R ^coUSTI�t. REFbRr, t TO e5I N 5TAU-Ea Err 7"0'r iF , L075 24 Tt� 30) 431 61 Tp 63 ro I O HIGH APPROVED FOR CONSISTENCY AT TO?" OF GL 01" '5E✓E '--7-"DING PLANS FIDR j 61 To G-1s (p Oji HIGH SEE SHEET 4 WITH ACOUSTICAL REPORT FOR T1^CT 13000 FOR EXf�C'r' LoCAT1ONS Ilow. �-rr 44-. r2$_-11 _ -1,o' H I G H ; VICTORIA GROVES SEE SHEET 8 Fo b ;MALL I'�IAT I�°tl-`7 F I NIS�t T N G IE �;- _� CITY OF RANCHO CUCAMONGA hETAILS. LEGEND CITY OF RANCHO CUCAMONGA G ' BY: 4' "K- "T- CLU" BLS MALL AND COLUMN WITHI GORDON BRICKEN. VICTORIA GROVES GROUTED„AND PAINTED tINISB, SEE DETAI14 &4eET ` CORDON BRICKEN & ASSO. STREETSCAPE CONSULTING ACOUSTICAL & SCALE: r=307-0' NV�' RIClI iLOKP BLOCK WALL. - ENERGY ENGINEERS 6-30-86 CONSTRUCTION PLAN = PREPARED BY: PREPARED FOR: �� SLMO BLOCK 1ZTAININC IMLLi SEE GRADING PLAN. • At>"ROvso r Z23 7 -- -- cmr EINOlN■=R w.c.a. AM DESIGN RECOMMENDED CONCRETE I/ALK. ° MORSE CONSULTING GROUP S.L. M,MO Ea CONSULTING, A,� • _ LYON °t�"�0N0" PLANNING ENGINEERING LANDSCAPE ARCHITECTURE OAAWN .evt •xc.:rp•a,�c71.ia. nurwarr srStT 4860 IRVINE BOULEVARD,SUITE#201 ('— �D S.L. JOB NO. 240-00 • •- ••• >T 11lIIIE C`OIOCRET! MOi1 STRIP. eeF- IRVINE, CALIFORNIA 92714-1299 5 a e fte WILLIAM LYON 7�am. a�n t 7 7117 PALM DESERT /�/ IRVINE (714) 30- -T"�- V —^� r 1111A I-r) IIANCNOS540 CUCAMONGA, CAF WORN A 91780 J'S' •••••t7••••••••••••• iilt0RlGII'r' I?�ION tlNCt KIT!!t >itLOC1t t`.OLt?NN. KEY MAP NO $CALE r EXISTING DRAINAGE STRUCTURE. MEANDERING CONC. WALK G PER ,CITY STANDARD DETAIL. Oil- t I-oll SEE ENGINEERING GRADING PLAN. , 1 n �_ N NmR , to 1 � 40 � 1 cr 1 a I �, �-- r. r -I — — — _� r r _ 1 T P. GRASS INGS MA SEE DE AIL, SHE9T 5 -,� �t �N r `� r '� 1 d ROLLED CURB AtRE1k S t SEE STREET IMPROVEMENT PLANS 1� 1 � z w � w l— ? 1 — _ _ _ _ , co IQ w EXPOSED AGGREGATE CONCRETE PAVING MILLIKEN : AVENUE 1� co 1 _ II N R.� T . —'� 16 _ - V s 40 a = UL s � z i I I � - _� _� I -� � � ►� ligIF xx � 1 I nI=ork�jr)6tome- NOTE: 1 mrrl F- pp��c F-mTvgAr#--S CM\ 1 ALL WALL & MOW STRIP ALONG TRACT BOUNDARY NORTH TO BE INSTALLED BY TRACT BUILDER. - r CONSTRUCTION LEGEND S' MM Hr SLUMP BLOCK MALL AND COLUMN MI Ta GROUTED AND PAINTED FINISH, SEE DHTAIIO &-4CET 8 301 a II 1�l'IF.RVi�(. Jr 1 TYI� t! SIGH SLUMP BLOCK MALL. 1 SLUMP BLOCK RETAIN?NG MALLp SIE GRADING FLAN. cl 1 _ 41fo -i.1 �. CONCRETE MALR. SEE Q if �9 v --.-••• �' HIDE CONCRETE NOW STRIP. tEF- � 1 I 1 .........p............. WROUGHT IRON PENCE WITS BLOCK COLUMN. I 1 30-0 l' 14�1R - Z Q 1 T (P. J VA uj _� _ _ _p m 1 1 + 1 1 MEANDERING CONC. WAM% PER CITY STANDARD DETAIL. TION Of RMSIMATE DROVED 4 CITY OF RANCHO CUCAMONGA fir- .wr • , VICTORIA GROVES STREETSCAPE - PREPARED BY: PREPARED FOR: 8-3-87 CONSTRUCTION PLAN i - a� -- _ A►PAOV t0 !r ' Z C� CITY ENc3lpq �A A.C.t, IVO. ✓ r MORSE CONSULTING GROUP IL oEs,o� S.L. I &MORSE CONSULTING CROUP RECOMMENDED LYON "'`" ' "WMMl . � c amcm °"`: PLANNING 0 ENGINEERING•LANDSCAPE ARCHITECTURE D"""°"AMA 1"l "°' DAAWIV =%Vw ■�x C.t tf'o 447 �a�� ►AW Amin SH K WT 1 �p 4860 IRVINE BOULEVARD,SUITE#1201 e./7Ce WILLIAM LYON 7�dm un l SL ,roe I�IO. 240-00 IRVINE,CALIFORNIA 92714-1299 6 os `30 sum mooko IRVINE (714) 730-7117 PALM DESERT C"acxin onAwIN. w0. 0540 ARCHIBALD SUITE S lu RANCHO CUCAMONGA, CALIFORNIA 91730 �� oAti 106*5— L KEY-MAP NO SCALE Item: bo nl� R etc Nrv�s.� BROOM FiNfSH �iL �/� FYT� UNDER C4L1X''iN C ��NOs ' c.•,TaI t PSD 1 Tit SURFACE PERi°F_t`bcuLpow, l OKI IC TuOLEt7 JOINT r kMei� TI 4e r oCfu - TOG5THIr K M 1.aNE ihNoi�+IL eN ' • btrw=�tciFx-,+�TtoKs laic rume i�.�- 55E i�lAt4• �8 or STCt'ra Mo'R coMSTMUCTiON AI.L MA7MAL9 z �+ 9x 4"Ala' 5LUi'1P SLxK 'RGIVLIIII W*W-A L bCGtx uott� rte 'T�'eE a +l.alAtWz�v. ThOt~JE - F=145H ��p CAP - oRco I -01"ION' COLOR 1�e-- M.L LEO--M4 cr 1Nt�TNIo.• - � Olt EQUAL. A 7�1' � ao NttPa-+flot�P.IPE• _ �4- R °'SED EDGE A FICCR FtU.F 6c 1 N Jc�N'r �T �o•G TL I!Q"u. a�ED 0 A"L"T►'c 'r la='-wtv a K�.'c IG' c,al lc. gl.liMP BLa�^K kbALL AND AT ALL. CHAt MII5 IN PRECTi4N. �t'-o oc. r-VIK . - ! �iN15}-� G >= r 1 m ocK ca.aR: oRco'r'ASsIaN' FOR RST Z ' RING k1AL1.5 E Com. iN -MM '•TURF 014 DE FM GRANITE r l�-iC coLoR �'1`rT-'E RET-JAN Cof"1PAC'T" IIT roti.. REFS' • s�r1e > Ae _sTAr.It�ING ieET. �6 NCT-=P ON �N I (.. WALLS. SEE G4AD!NG P.Ah15 FSR .� � S RETAINING GONGITIoNS• AI�+IYV� C��.I�. � ' ' i CRO�� DIRE.GTIOH L&HT c •a. epooM F1NI5f•{ I :$ II 5M04 1-I '1 Et NiSH HIFIGHT M '5PLAN vil _ CSE C4U1�1pGCNEFZ 4 64' lyv ,TURA 6 I� °O 5 cOrtPAcna►�l PDQ �011. I�"C�RT J'' - 4 MW CGNTaB = = __ II I _��'�� _ I REGOMMENDATION� - 4 it UI 0 3T3 N/ 'x�G�x� �t �o..� .o'er a. v p.. 0 A4-1- kAL-L F�j1NC dNG t~ •c. T t� H �i'1t �o FCo7'1N G SIZE TO Rc � �� ff $ W f4'4• REb NES 1�6� (z PIOR FiNC) Ii '- s-ixUGTUF�- AGR• 8" ole Gd SAN AI�zEA o v' moT•nom++fta r�wwL millI 1 . rcora ST,-"z. r�r>rn.F l}(IS sF1 T SLUMP BLOCK WALL NO SCALE (Aj CONC. MOW STRIP NO SCALEB CONC. STEPS & HANDRAIL NO SCALE C CONC. WALK FINISHING NO SCALE D E(?UE5TNaN TRAIL. fw,10-OiQIC'Ir a ICER gTRUCTu"L. �r�INEER RECOMM =W-.)ATIONs, , MASONRY NOTES G ti^6,. t H 1 P.A . 1. CONCRETE MASONRY UNITS TO BE GRADE -N"PER ASTM C-10-52. L _ / _ _ CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH OF kvAVi�-TYFi� ��9 ., 4 2,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. coNC. Mow'dTRi P SEE �� Ct�� G{'�}�iiT'E I�gi 'q 3. PTHE SSA FOR CELLS TO BE 01�E PART PORTLAND CEMENT TO THREE E<P EsTIR IAI�J TRAIL'I�T�'R p� �o COMPP'CiT W ROLL-5R5 To 901111 + L l�' • T. o .� 4. MORTAR MALL CONTAIN PER ONE PART PORTLAND CEMENT, } PART LIME t l-rY. CaNG. ST�41AN PUTTY, 3} PARTS SAND PER ASTM C270-52T. '' II CONC• ACING �T iN S. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE FENciNG I Ikko AI.L alk GITT``� ,,1 ---- �.• '`} p� I� PL.�AC.E �R GUT �M AS WEEP HOLE OR PROVIDE 2" DIAMETER PIPE AT 10'-0"ON CENTER. BTAWI�.RD * 1010 - LOCa,T>✓ _ (< '� D ,+5 sHowN ON PL/'►W OI451 TNJT o" P+RE - CA51' GONG• W/ CITY 5"r�,IJj�PfQD FSK TRf�ll� p� _ II = HANHoI.e SECTIONS �l' i. PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE C" Ti .�E TM c7F a �, AT RETAINING CONDITION. ! 'N� f 7. BOTTOM OF FOOTING TO BE MiNiMUM 18"BELOW NATURAL GRADE. !ol �11'''i1� Lf�IF P FENCES 1a m PLA�cED (N cvNc. _11I • 9Ho►-JN r`i JOLPA a. MAXIMUM SOILS PRESSURE USED 1800 PSF. WITH 1/3 INCREASE FOR WiND M .;�TING5 NM4 c7-ONC: MoWgTI'ell� g .Q Mill... _ ��i SEISMIC. 8115TH- t�ETAiL Ig dN5HET - 4•,d a o• IU L- � �� Pits" - i. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A61S-40. R+ L�cAi E oN cert �i>� aF �K-_�T+, TFzAIL. ..I 10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS'DRAWINGS. 101-oMN `" ST`' �� N �� _ �� 4, �► a� /: f�Ef�1QT. P.J�r. 11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS � A�I _ - �,5. � �` 3 MiN• �� _ ^II� ��j � �G,C. �G�. �� OVERLAP AT SPLICES. ' �; !III I =III f` ►"1O' Ff�� r� STAKE 12. DOWELS SHALL BE AT LEAST EQUAL IN SiZE AND SPACING TO VERTICAL Wo'I BARS. tm CM174L G 11.46 6HM7 U. ALLOW FOR ADJOINING CONSTRUCTION. CONC. "At.K C"H) FI HANb"L. VCMAOt- 14. ALL WORKMANHIP AND MATERIALS TO CONFORM TO GOVERNING CODES AND ORDINANCES. 15. DESIGN BASED ON U.B.C. 'NO CONTINUOUS INSPECTION"LiMIT. EQUESTRIAN TRAIL SECTION E CONIC. STEPS F CONC. VINE POCKET (IN LAWN AREAS ONLY.) G 16. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOLiD GROUT ALL RETAINING WALLS. Y CONSTRUCT]ON LEGEND GENERAL CONSTRUCTION NOTES '�. CONSTRUCTION SHALL BE OF THE RUE.HIGHEST QUALITY GS IN EV SHIP AND ?�/bIxGI IH�D k11TH ESL SiQr'�G� ��TWE�N / -I ��I T� ALL WALLS SHALL BE PLUMB AND TRUE. STEP FOOTINGS IN EVEN BLOCK I r LONG SF/AGER5 W co i &I-Tom Q 6 0' rtr at. INCREMENTS. .•JMNS- Co-o' MPoC. IR TcsJGH55 ELvcK- Sol✓ 4' "T`t'f? I/2PICKETS r. O.G. BLU" BLOCK WALL AND COLUMN WITS 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR � � CHANGEINHEGHT OF WALL LOCATED AT t50' MAX. AND At MAJOR •T` GROUTED-AND PAINTED FINISH, 382 DNTAIL45 8 TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY 20. ALL GROUT SHALL BE NATURAL COLOR. THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. i 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO 21. HIGHLAND AVENUE AND MILLIKEN AVENUE WALLS SHALL RECEIVE A CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES SACKED FINISH AND RECEIVE TWO COATS OF PAINT, COLOR TO BE _ �� RICH SUMP BLOCK WALL. • INCURRED. SELECTED BY OWNER. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. 22. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO ' BE "ORCO MISSION"COLOR. ' SLUMP BLOCK RETAINING VALLI BIM GRADING pLAM. THISDETSOILS REPORT WILL LS WN ON THESE PLANUS AND SPECIFICATIONS.TFRECOMMENDATIONS AND O23. ALL BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL 79 r _ _ 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED BE CONCAVE. AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. CONCRETE WALK.. III D (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF • - . 48 HOURS PRIOR TO THE INSPECTION.) S. CONTRACTOR SHALL MOTE AND INSTALL ALL SLEEVES AS INDICATED ON THE IRRIGATION PLANS PRIOR TO PAVING. • �"�"` Be WIDE CONCRETE !)011 STRIP. �J'EE i. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. n I - --- "'•"•••O••N••�•••••• WROUCRT IRON PENCE WITR BLOCK COLUMN. 7. ALL WALKS AND MOW STRIPS STAKED FROM OFFSETS SHALL BE CONSTRUCTED WITH SMOOTH GRADUAL CURVES. N le*F GRAOE O'Q To O Gi= I '-i4-L kJ+-frR-- THa--r OCGUR- Cry S. FENCES AND MOW STRIPS STAKED ALONG PROPERTY LiNES SHALL BE RET. kI�LL- ''{ h1A,77el- L c coN5T STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. �5 8. -,HIs SHEET WITH,-%7 6AP. 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90• ANGLE, N �-A!-L =oIN 5 R�INFo�cCiNG I STR�JG UNLESS SPECIFICALLY SHOWN DIFFERENTLY E.G. ALONG PROPERTY f8wN DATZ tArPROVED CO,.0 NBL.4:IK ENS• LINES. MoWSTRM ,,-M 00MI 1K Of TUiII AV GRM4pCOVM �, • 50IL, cot-'tP,^CT1oN PER d IL Fwft;�T 10. LOCATE SIDEYARD FENCES ADJACENT TO STREET A MiNiMUM OF 5'-0" CiTY OF RANCHO CUCAMONGA --C�t"iM1=Nba.T1oNS. FROM BACK OF WALK OR TOP OF SLOPE TYPICAL. 11. STAKING OF ALL MEANDERING WALKS - ALONG VICTORIA PARK LANE VICTORIA GROVES AND MILLIKEN AVENUE SHALL BE APPROVED IN THE FIELD AND ADJUSTED BLOCK COLUMN W/ WROUGHT IRON FENCE H PULIC WORKS NSPECTOR^PROJECAS NECESSRY TO TIEPLANNER ANDET FIELDDITIONS LANDSCAPETHE ARCHIBECT PR OR STREETSCAPE TO CONSTRUCTION. 6-30-66 PREPARED BY.' PREPARED FOR: CONSTRUCTION DETAILS pAT� c►wwwov:o NV »� g� crry ENvINfEw w.ctoo.o. DEEiON gEGOMMENOf[+ MORSE CONSULTING GROUP J.S. M.Mac o MVIIIUu�APF A L. Aw"S F%OVPLANNNG •ENGINEERMG•IANDSCAPE ARCHrrEC71W LYON 2"v*. ' �" DRAWN wv�[ -�.c.n �"'a'� nuro�tst (MEET • 4860 IRVINE BOULEVARD,SUi l#201 �p JOB NO. 240--00 IRVINE,CALIFORNIA 92714-12% tfile WILLIAM LYON T om ars r .• s•L• � 31 IRVINE (714) 730.7117 PALM DESERT osEc.cEa OAAWIM mc. SGAALOA J.S.RAXCMOCUC ON , CWI9170 o,,.,' do-do , ON NOTES : 8I D"x Wx t�' AU. ,Ur1I=5D BLOCK FCM CdArlis Roh.ILK ocCA10 WALL.5 �� gHr°d..l. 8E oRco l'r l55 0N''COL.a k D Bio u. — — — -1 N%J G' HT PER i ri�R k A-L.5, 54-tAI,L BE M 15510 N Got�oi� �o'X�o"x tCJ� -11MI''�D bLQGK t °yr TSR I�tl�►LL C dE P�°vNT- p k� 14 Tklo CoaTE;' P�1N-� T �T1� T �'I oNl.-r - 1�"E1el FT o� 8 PINT w Ot JNER PRIoR 'T?7�PPt.IG� '1ON . �' �11N. +iT. *Es pt ASS � WITH fat2 ME14HT5 ALONG MILLI r-r-N ^NE. CAP - ORCO " Mt C�" COLo� oR EQUAL . 12.1 2.1- o� 12" x W x 1 d' Sly MZM C A P*N CJ � T3 IT I lorl'p It 2! x 2I t5RA55 VERF r EXACT aVm Wr1 H 4klqe-R > .00i F-00 41— PRIOR To C0N57RUC 001 OF kJALI.. CURE PLAQJ5 Tn kA-L PER REGOMMffNlZ) TI(: N6. "000000 4'-dL 41-04 ENTRY WALL PLAN NO SCALE A ENTRY WALL ELEVATION NO SCALE g E � CTURAL. DRk1�5 r=oR REINFo'RCtNC-� ' #' � �- `S G• /&Ar4o ' F0t0; TING C1r1ENSKX 4S 4 V RT1c-g6L At� SHOW C Co TOTA4.- ) r w G"x G"x I G' SI.UMP!D oL acK F = r1�R kIALL S x 4 x 0 SUMP 131,.c� x ROW LOCK SCoREO . 24" t4l z — rrnN gyp❑— ._.. —. — — IN l�P — a x CM.x fro, Sul-ir �..fi� WALL ORCo "SION — CoL.om - ( TO �Ezrive eo&iCfcl I-N" it PANT 0;::4 � ` aN STREET �I� oNL`r. ) p �9 l 4-1 w — w • � q N N S v. �o x I Cv m ooct< CoWm KOHOA M. NAK 8.E*261% VAl"I Ar pow To MATCH, v. T Rrrf F COLUMN SCALE: 1/2'=1 D FINISH Gr-�.^E . CONIC. FETING a Elf. .i 'I 1 �O � .•6/ i F'LA �.-1E WiTF{ 4 ComPp<TION MR CdRRHT 30" �, � REIq'�T Ie�COMMENt�ATIoNS. OWNER I9R.IoR TO C"7RUC70N OF 1AI-L. Tn W�C-L- PER I'1�NUic�rC'TWEM S- RE - VANes AT Int& NtNG CoN01)ON cot--"C4:)Aj1oNS- C FACE of To 5E CITY OF RANCHO CUCAMONGA 5EE STRU C 7U"4., PRKIGe. f= USH kJ 17H F^(X OF Cd.UMN Af2 NDI CAPD ) VICTORIA GROVES PERIMETER WALL - M I L L I K E N & HIGHLAND AVENUE NO SCALE C PLAQUE @ .ENTRY SCALE: 1i2•=1' E STREETSCAPE PREPARED BY: PREPARED FOR: s-3o-ss CONSTRUCTION DETAILS • E ONSULTING G1�OUP PLO[ 1N AEGOMMENOED MORS C .S. ORSE CONSUL77NC CROUP J � S ANM1Vc•ENcr�� nvc• arvnscaPEaRctrrrEcruRE LYON 0*,� , ,, Dm^wpd �� wvrtcn , 714i 1V7071ws r"Noom •MttT 4860 IRVINE BOULEVARD,SUITE 0201S.L JOB NO. 240-00 8 31 IRVINE,CAUFORNIA 92714-1299 3,74-eWILLIAM LYON ram " �'— IRVINE (714) 730.7I IT PALM DESERT o.Ec.cao � �'�1 f- ow�►w1N= No. 0f40 ARCg10A�0 SUITE • RANCHO CUCAMONGA. CALIFORNIA $1730 J•S• pew 100 -�-- HIGHLAND t AVENUE A W21 ir III •. ;. - • . .,i - � - -!7 y- _ - � . � a - - ,• it _ a : ��+� � r . . ...r,� � u .I t/-- -+-- �— --+- ---r— !— —T — / I + 1I vlyl 11 '• M L • • ? . •.•-•-••••••••••................. .........................••••••.•••••.�••...................�•••••••- -.• .•-•---•u• •I•••.•uu••u• •uu••••t •FL'K..•.---••. I �.• ••.•..•.•••...•••.••.•.• •.uu• I I 1 I I I ••• I , •• }• - - r - - -T Q 2" TCHL E A 1 Z ' A IA ! O I , II I II — 12i) A4 ill CAP LINE FOR FMRE ' QI CONNECTION AUTOMATIC CONTROLLER PO.C. TO 2 WATER METER PROVIDED BY DEVELOPER -21 1W STATIONS WI 2°BACKFLOW PREVENTION ELECT. SERVICE TO ELECT. METER MIDEPENDENT IISV/60CYCI2AMP ELECTRICCIRCUITTO Z W 1 �0 ASSEMBLY TO BE PROVIDE BY DEVELOPER LiL M PRovIDED BY DEVELOPER . UI II EXACT LOCATION TO BE DETERMINED IN THE RELD. 0 QI FUTURE WI <1 II & STUB-0 MAIN LINES ul •? D 1 2 ACROS ET FOR FUTU WORK J Z - r WS. - - - -�-rr --- -•-rh..i . .�V� --►r -•-� err-.. /Ar-.ire � L� -- .♦ � -*.«- w�- .-.---• -. w- :. — .r � A10 Q + -+ II + + �T tl ., ,� 11 • n✓ , A , d , n , , + ,1 ry d -• ... • r r J isms ■.. . _ " 4 FAIR � ' �.�. • • . .� . • , w III •�. 1 N1ONT — - N + .••• • LIMIT OF WORK -- _ , n r •� � — • ' �� / , ' .n �, , +; r , �1 1 + r+ a �•�•�� - , M � h + ,hll q , rl +1 ! d n \� '1 1 11 p away , 1 , + , 1 •�■�� ' I �! ii�It ►l +i �'. I' �1 q r y ,� n ' ' ' on em■m■m■m■ • �� ■�■�■o�■�■�■�■�■�■�� ' • � " frl► , N 4 ,y•i.L-.• • y A5 A 6 .�u -_ .,. ------- PIT ... III II KE ON 2R �` � h I STR ET ' A7 A8 . I1011 �' 11 II t DESIGN CRITERIA AND CONTRACTOR II `' I RESPONSIBILITY A 1 f I CITY STATIC WATER PRESSURE: HIGH: 115 P.S.I. LOW: 95 P.S.I. ill2� A9A ELEVATION OF WATER SOURCE (TOP OF CURB) : 460 WATER METER SIZE: list SERVICE SIZE: 2" FUTURE WORK III NAME OF WATER SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT STUB—OUT ALL MAIN LINES n CONTRACTOR IS TO VERIFY CITY STATIC WATER PRESSURE WITH WATER SUPPLIER BEFORE ACROSS STREET FOR ► " INSTALLATION. IF DIFFERENT FROM NOTED ABOVE, CONTRACTOR IS TO NOTIFY OWNER FUTURE WORK J FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN CONTRACTOR BEING RESPON- SIBLE FOR CHANGES THAT MIGHT OCCUR. I Q• oogol ��■�� '��■��,�a an IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A MINIMUM OF 90 P.S.I. PRESSURE WAY ' " AT MAXIMUM 60 G.P.M. ! , • -•o•• NT _ 411 :� r e •�• 1 — !x n a■ ■ss�■ssa■��ir■IW Iz • .... .... ...... �. . , 11-- W IT, Q W All �. I J I IMI • � •� � ! � •� — '�_ W •� N .•,•� tyle Io A9c co .� .••••• '• Uo A16 _ A15 � • '� 1� Al2 1 ♦ �.� i :r� 112' A13 4(t • • �� .••'•••• • M 1121 \ C-4AN&A. c.,&#J Tr4cu&x"W To Z4 %ATio#4 - r$ C.TO I V2" ER ® GEN-RSL IRRIc,�Tlof� C.-2-88 F= • METER VIDED , n� . •' A99 (ID rAV80A . Y PER ^DD IRFt1GrA'!- ! (FONivttr*H{6.I�iItD� I f 2Gf 87 Y /L • • II/2"BACKFLOW I "." ATE Eo ♦ PREVENTION a' Yom♦ 6* ASSEMBLY CITY OF RANCHO CUCAMONGA ••�• ELECT. ICE TO METER = - ..•• Au TO ROVIDED BY DEVELOP LIMIT OF WORK I � � - VICTORIA GROVES \ \ I STREETSCAPE SCALE 1'=30•-0' IRRIGATION PLAN _ = PREPARED BY: PREPARED FOR: j, �� 2 ize AUTOMATIC CONTROLLE " I _ _ _ _ - - A-•��=� � �� -�-=-f' „«� z2 3�i A SCALE -. I"= 30�-0" _ - - - - - f- �� E~��" ocsloH AtGpMMENOtO MORSE CONSULTING GROUP • C. MORSE CONSULrINC CROUP 32- STATIONS INDEPENDENT 115V SOCYC 2 AMP ELECTRIC ' LYON A I• � � CIRCUIT TO BE PROVIDED BY DEVELOPER 060MAL PAPM PI.ANMNG •ENGIN ERj7yGoLANDSCAPEARCHnEC?URE ow�wN S•�.,� �~ •.u.wrr+ SmUR EXACT LOCATION TO BE, DETERMINED IN THE FIELD 4W IRVINE WULEVARD. SUrIE 0201 A& WILLIAM rom1wny A•I.C. JOB NO. 240-00 9 31 ASSOCIATED IRAItiATiox a''ONSULTAI�'r8 IRVINE.C7`FORNIA172714-1299 pAUM DESERT LYON IRVINE ( ) ca46c•cso OwAwtM Pro. 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA _ _.^ •540 ARCMfBALD SUITE B A.I.C. : tr �� C.t.��L 90025 «13) 477-6625 KEY MAP NO SCALE RARCNO CUCAMONGA, CALIFORNIA 91130 0,,,,. � aFF s� . A HEFT e • �♦ A18 • • 1 FUTURE UM1T OF WORK 1 ice' WORK Jew Lu z J = VjCT OR/A PARK LA /Vie SNEFT 12 LA/Vie rr ••' B 3N' II A 20 C2 2 _ z� I' 2 Lu .0 IL w =r— _ I�2 .� - 10 N Q, t N — f ,• 1 REGIOML PARK CI Wd* - - I !21 •••'f I,► C 3 '` --,•,1...,.. •,• — 3' r.•'• aheRAW ROAD � (/�'-'► ••• .�:.....:......:...:. :,. .. . .. �•.,.�• Iii KEY MAP NO SCALE 1 1 • I `..:..: T r' 1/2 i 'TU I it � •••,.......,.. , � � a �" � 1p 6r� • , , LI CITY OF RANCHO CUCAMONGA MATCHLINE K I� VICTORIA GR OVES ' � ,� qT d — STREETSCAPE b B I � — — CH�INE K SCALE: 1*=3o'-0" i . 6-30-e6 IRRIGATION PLAN Q l� B PREPARED BY.- PREPARED FOR: 3s --� SCALE : 1"23&-0" A..�.�_».�► o'T` p' IN II Wry apo alftm" A"t' w.e.i, No. ZZ•391 O[•ION pECOMMENOEO Y �'I MORSE CONSUL TING GROUP MORSE CONSUL77NG GROUP i LYON A.I.C.ACM,,"�. 6LAA0S"ff,uaarEcnM I- s ro BYWR bLLX%AND ILM M1 'ir E PLANMNC �ENGINEERING�LANDSCAPE ARCHITECTURE 0.1AWN PALODUIT lbM•tT 4860 IRVINE BOULEVARD,SUITE#201 JOB NO. 240-00 wsSOCIATED xIt�ATIOlii COp'svLTAR'rs IRVINE,CALIFORNIA 92714-1299 K��ie WILLIAM LYON�am CliJ2.r , A.I.C. 10 � 31 wVm (714) 730.7117 PALM DESERT 1014 8EPUlVEDA S VD. LOS ANGELES CALIFORNIA � o,[c+cwo4# ownWl.w P•o• 80026 (218) 477-0525 •540 ARCHIBALD SUITE 8 AQ MA T"- ?• f �7 1055—L".' RANCHO CUCAMONGA, CALIFORNIA 91780 A.LC. OATS B10 611 69 mS STIR ET A ' WAY _ �_ • • . FAIR MONT – – – ...................... I . I . .. • I US .. ••'••. • •-••ice -• 1 `11 1 • 1 � •••.�• r • ' �•• B8 a t• •�. : •• B12 i - tiJ •• �- �. V• • A- %* • \ I ' AUTOMATIC CONTROLLER 11B11DESIGN CRITERIA AND CONTRACTOR RESPONSIBILITY B 5 32.STATIONS CITY STATIC NATER PRESSURE: HIGH: 115 P.S.:. LOW: 95 P.S.:. Ill 2N ' INDEPENDENT 115V SOCYC 2 AMP ELECTRIC ELEVATION OF WATER SOURCE (TOP OF CURB) : 375 :. CIRCUIT TO BE PROVIDED BY DEVELOPER ; WATER METER SISUPPLIER: CUCAMONGA COUNTY NATER DISTRICT ZE: 1-112" SERVICE SIZE: 2" N NAME OF WATER EXACT LOCATION TO BE DETERMINED IN THE FIELD ••: •.• �, I ELECT. SERVICE TO METE 1 �I i TO BE PROVIDED BY : �. CONTRACTOR iS TO VERIFY CITY STATIC WAITER PRESSURE WITH WATER SUPPLIER BEFORE INSTALLATION. 2y�t ELOPER IF DIFFERENT FROM NOTED ABOVE, CONTRACTOR :S TO NOTIFY OWNER FOR INSTRUCTIONS. FAILURE TO B14 00 SO COULD RESULT IN CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. , Q IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A M:N:MUM OF 90 P.S.I. PRESSURE AT MAXIMUM 60 G.P.M. '• r111 40 % Ar •! B 17 t •••'•#• • 11/2"BACKFLOW I q •• • * ` PREVENTION B1 . q ASSEMBLY B234& . . � tj --•1 ''••� � 619 622 12 - � til ...... Ili". R I ....... • .... ........ 2 .....•..•N•.... ... • ••• ....• • • •..• • ••- -NNgyN •-- P0. i 1/2 WATER V- • METER PfMV41DED BY I B15 DEVELOPER N – – FAIR MONT �•n – 1v t- . . • � � s -�- – _ WAY us 211 - PAM IBE '� —1 — . .......... .. ... .....=: - = — PUCEh i llq III4/711 IFIL 00 UR 2p I'" LIN CO RT CO RT • i B 2 q,o B 21 • I��l! 11/2 . ATE r -w CITY OF RANCHO CUCAMONGA VICTORIA GROVES STREETSCAPE _ N . SCALE 1"-30'-0" 6-30-86 IRRIGATION PLAN PREPARED BY: PREPARED FOR: " =SCALE : I" = 30 -0" Zs. 392w o OEf10N ANUO-RSE CONSULTING CROUPREGOMMENOEO MORSE CONSULTING GROUP A•I•c• PWnA�. .�ff,,�,>m,m LKr,,,,4s FA� .� PLANNING •ENGRVEE 11HG.LANDSCAPE ARCHr ECTURE LYONm"aVI Aw wm got D1AWN ■.7R ■.x c47 ucww1ar,•s• rYJ.OdtlR •MiET 4860 IRVINE BOULEVARD,SUITE#►201 (D ASSOCIATED ixRiaATlorli CIONSQLTARTS IRVINE,CALIFORNIA 92714-1299 �f a WILLIAM LYON Team Q'irLt A.I.C. 'OB NO. 240-00 A » 31 IRVINE (714) 730.7117 PALM DESERT � An_ owAw� w~o. 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA w�tma �. $540 ARC1118AL0 SUITE B •S 90026 (213) 477-6626 KEY-MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91720 A.I.C. v r � 1 Noun um M. --::�®f�l��• � 'f[9i1�1L9 c_ .fires — TAI _ 1 � pit ° .WHOM �' \ �� / ,,,/ %��•� ♦�� '/ r � , tet,♦�� • w —— — ' \ � \; � ` � / • • i/ICS � �. �—��% ��' • 1 1 1 , �• � .�j• ' � � 1 1 / 1 1 1 LIZ l• �i r % � � • r�/�Is�� 024 wmm _ ■ �(�]�• ISO IFFM him INV .00 a 10 Now ROM Mv a r/ '!1 • ♦ 10do • �• ,— lit to 'II • � I fir✓�� . • ♦ '� • •' �_ �_♦��,� r•` ,`� �,��• i -• ■=�� --� r♦ r\f' �•'�J 1.1 •/ ♦ � •''-•- •I •/` f• �� \ � r��l Iota•/.a�r•r�.•. • �/_ � � \ 1 ♦ �/ • s �wr •/� / p ♦ mss, ■ • ♦,�./ i f I MOM the / • •�..��■��r�-� . //tel• • •�� v�� i■� r' 1, r. 'r/ J /r . r• r•� • ,l •� �, � / -- ------� � �� • � i ' !'liiil �- � • �� ,�Ii� • �,� LtJ . 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X- r • •••• � •, � I .:. C23 E22e � 2 f X121 i ll�l C25 C2 40D f 1121 C31 1 I I�u C 29 1 1 FUTURE WORK FUTURE 6' SLEEVE (N.I.C.) r r Q MEANDERING SIDEWALK AND LANDSCAPING FUTURE 2' SLEEVE (N.I.C.) �f 1 TO BE DESIGNED, APPROVED AND INSTALLED r WITH ADJACENT TRACT IMPROVEMENTS SEE S.P•R•R. DRAWINGS. r f I ■a■a■a■a■aroma■�■la■Nla■ia■a■a■a■a■a■a■moms a r■a■a■a■�■a■a■�■�■a■�■�■a■ .a■a■�■�■al■a■a■a■a■a■a■�■ ■�■la■ai■�■a■�■�■a■a■�I.a■a■aha■iaaa■a■a■ ■a■ ■a■ ■a■a■a■a■a■■��a■a�■a■sa>a�■a■a■�' D21 .�■a■�■�■ ■a■a■a.a.a■a.�■a■a■a. ■I�■a■a■ Z W 1'21 1:3 _ LIMIT OF WORK cls► w w i I� ' ' LIMIT OF WORK N �M 21 ( a w Z r 2 vi 0 an In Ila - - - - - - - - - I - - - - - - - x. •••■�■•■ii • •■•••• 1 1 1 ••••• •u.u••.•u •.•• ...... u•••u••u•u•■••••••■•. u.••uu.■.•••■■■uu••••. •uuu•u•u•.•uu•u.. ■•■.••••••....•••.■..•.••...••.•■••.••..•:I • ILI to to ' 11 1 . .... .•.....••• uo•u•u•• •■u•u■ • f T �." C32 z 2p 1 2" WATER METER � II�rl11 MILUKEN AVENUE I:Ieq D18 ISEE S.P.R.R. DwG.I - r 2 f f 4� N N / M f �, i 2N d I! 'I I ' r 3 O SII LaLI n • I I i f w ■ ... J.6 X PC arA•.1 - •■■••.. •■■N•■■■.880.6•• • u •u..•• •..u.■■• ■.u••• ■ . '■■ ■uuu• • ••.• •.■••••■•■•••••••••••q..■ new..■. ....0..• •. •••eves•••• •.■•• •••.••.•••■••■••■•••••••••••H■ • •... ■.••• • •.• ■•.•• •• •• • •.•.••• •••••• ••N•• ■■n. ••■..• •• i• ••• H■•■. • 6. • •. ..■■•• .`uu•u•u.u••■uufa•■ u•• •u� cc ••• •• - 1 •P - 1 t 1 T • t III ' 1 �� ••' 11 2 , ' , 1 is r [� f a 1 •I i I f CO • r i i M AT C H L I N E �i 1 lie"BACKFLOW AUTO. f D 3 I D ,�, D19 s PREVENTION CONTROLLER"D' r r 1211 `` 023 D24 I II I ASSSEEEMBLP.RYR. 32 STATION r 11211 I , I DWG WG.S.P.R.R. I � ' QCS:GN CRITERIA AND CONTRACTOR 4-21-67 M 15C. R SIGNS . RESPONSIBIL;7v SEE SHEET 1� �• CITY STATIC WATER PRESSURE: HIGH: 115 P.S.I. LCW: 95 P.S.:. ELEVATION OF WATER SOURCE (TOP OF CURB) : 370 ATE o �•;•- � WATER METER SIZE: 1-I/Z" SERVICE S:ZE: 2" CITY OF RANCHO CUCAMONGA NAME OF WATER SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT I CONTRACTOR 1S TO VER:FY CITY STATIC WATER PRESSURE W:TH WATER SUPPLIER BEFORE INSTALLATION. :F DIFFERENT FROM NOTED ABOVE, CONTRACTOR :S fO--NOTIFY OWNER FOR INSTRUCT:ON. FIEURE TO VICTORIA GROVES ' DO SO COULD RESULT :N CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. STREE TSCAPE w IRRIGATION SYSTEM HAS BEEN DE;SGNED FOR AM:N:MUM OF 90 P.S.I. PRESSURE AT MAXIMUM 60 G.P.M. SCALE: 1'=30'-0' IRRIGATION PLAN _= PREPARED BY: PREPARED FOR: SCALE : I"=30'-6" _ _ MATS crry allolNaw w.c.a. n10. s2 T9 7 Dat1.N AtCpMMaNOtO MORSE CONSULTING GROUP A.I.C. NIMOf1 WAIC0ffW,. I CONSULTING� L F%cwv* , Al?mLYON new•v".�%k"amans ■■ FAM PLANMNG •ENGINF.FJ?INC LANDSCAPEARC/•1llEC7VRE o„wM„r 11110111411 •"' <, N73&710? ..�, , .«IttT •■•e.e.. � 4 IRVINE BOULEVARD,SUITE gaol ��i e W I L L I A M LYON 7�a m rzn ASSOCl/l.�D IItAI�iFATI01� CONSULTANTS IRVINE,CAUFC+RNIA 927141299 A.I.C. 'pe N0. �� 1.3oa,�_ 2014 SEPULVEDA BLVD. LOS ANOILES CALWORN1A IRVINE (714) 7347117 PALM DESERT Y, o►ISGc� owAwlla. No 60026 (21 S) 477-6626 MMula eas._.^�•� •540 ARCHIBALD SUITE S A.I.C. �� 1P05151,—L KEY MAP NO SCALE f' RANCHO CUCAMONGA. CALIFORNIA 91730 CATr % _ s - _ 1 M AUTOMATIC CONTROLLER "E" 1 24-STATIONS 1 1 INDEPENDENT 115V SOCYC 2 AMP ELECTRICrgo 1 1 E I CIRCUIT TO BE PROVIDED BY DEVELOPER E2 E3 1 ELECTOIL, ��21i 1 BACKFLOW ELECT. SERVICE TO DEVELOPER METER q EXACT LOCATION TO BE DETERMINED IN THE FIELD ` � 1 ASSEMBLY ION TO BE PROVIDED BY DEVELOPER I I2 2 1 i c . . (4) IA a ............. .... . , ITT ... ............................................�' .... . . � rt Ott' � tt_. � `"tl 11 1 YY 7 /4. � 1 E8 E9 1 I: 2" E10 El 1 1 . 1 1 P.O.C. TO 2"WATER METER J� I j� 1��,�) IyQ� PROVIDED BY DEVELOPER I:I A 111 JW . :I r 1 J 1 til - `All I I- w 11 ' W .J _ .alc..... TT -- - --- S i _ - - - - -0 Ir— - - t _ _ _ . -_ - ---— - ( # r I lr 2,j� t i12# 2 - { n- t ,b� �t -+r �� A �, t 2f i(2T yQd x F– w � r E16 4c,-FE-1-51 'i E14 m MILLIKEN AVENUE ��' � I I j i 1 0 4.9-1 14q �/1M (�IAlit fMNIV II 21 2 • /Z .. .._... ._. • r ,...... ... x121 %.4�� iQ 2 .. • X141................. .... .... ......:1:. ... STUB-OUT ONE(1) 1 f FUTURE PARK EtATRANcE O'zNs CONTROL WIRE& \jnNE (1) CAMr'10N 1 I WIRE FOR FUTURE - ! I USE. ! ! ! r STUB-OUTV)CONTROL.WIRES 9 ICOMMONE4 WIRE FORUTURE i I��) USE. 1 - 1 . 1 ............ a • 0 Int ��,i L len ��u � E18 ?p °C 1I 1 E12 loi 1 i'12� i , ►� , , , i ---,- ie i A... .................�.... - - •. {Ir — - --- - - - - i w 1- � -- - --- '' E 17 �2 zl z i ..II E19 g W L1 MILLIKEN E13 AVENUE �►i Q 2n 1114!1 Z % 2 4 < qw m 2 ...................................... 1 �, � 12N ry2u 1 1 FYAAL7VE MOVED e FUTURE PARK ENTRY q-19-87 A00 STUI-> •OUT S. OF DAT[ _7 ►MIovgv CITY OF RANCHO CUCAMONGA VICTORIA GROVES STREETSCAPE = SCALE V-30'-0' 8-3-87 IRRIGATION PLAN PREPARED BY: PREPARED FOR: SCALE 1'I =30'-0lI } _ _ crry a N - -- MORSE CONSULTING GROUP D[•,oN A.I•c. ,ma MORSE U q[GOMMEND[0 LEON VZ� PAW PLANNING •ENGINEERING•LANDSCAPE ARCMTEC?URE �'�'Pse"^'4'S 1S 2s�� ....»..o,u.,.o�,... OA AWN •vwl nx c ucru Q+• s. ►ur Oatsi �►�[fr 4860 IRVINE BOULEVARD. SUITE#201 AeWILLIAM — �Q A.I.C. JOB Na 240-00 ASSOCIATED IRRIGATION CONSIILTAl�PTB IRVINE,CALIFORNIA 927141299 LYON o,"t 1�z yr r t4 0, o IRVINE (714) 7347117 PALM DESERT f /l 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA wwrfso•o 61 Q. (L-a DpkAw,rw No- 90D2b (218) 477-052b r SS40 ARCNISALD SUITE S A.I,Ce voATs QQ RANCHO CUCAMONGA• CALIFORNIA 9170 KEY-MAP NO SCALE WL : "RAIU CUARDe shall be umnted to QUICK COUPLI S VXLVE controller housing-set flush with top of housing per manufacturers GET FLUSH WITH GRADE IN LAWN AREA recommendations-complete with van- SC. Kr a• IN OTHER FAR INISH AS ADE del proof enclosure available from Water Conservation Systems-Claremont ILECT•RIM fRE1'ER TO W 01,- . FINISH GRADE GENERAL LEGEND COLOR CODED MAP PROVIDED BY DEVELOPER WEWAL..K,CUR9, •�� 000* LAWN AREAS INSIDE CONTROLLER Ems' . = •CONTRACTOR Q TO PROVIDESYktBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE ' ,f ' ENCLOSURE MYERS NO.MEU64-M - NISH H MOUNTiNG BASE INSTALL As GRADE P.O.C. POINT OF CONNECTION SPECIFICATION PER MANUFACTURERS RECOMMEN- SOX TO BE PLACED Off RIGHT AMIE TO '• �� SHRUB AREAS DATIONSC'D� EDGE 15 .' , ' ' ' ••»'!••_•• PRESSURE SUPPLY LINES & SIZE (21-1" 9 LARGER) CLASS 315 PVC SPECIFICATION lex N"PLASTIC BOIL AND COVER WITH .-:- ; J •, ILECTRiCAL colon T TO SOURCE LOCK TOP = ' ` �M� . . STEELMMM ••••• ••••• PRESSURE SUPPLY LINES d� SIZE (2" 6 SMALLER) SCHEDULE 40 PVC SPECIFICATION TO BE PROVIDED BY DEVELOPER CURL TYPE EXPANStOR1 LOOP t MiN. 2P) - '-•':= ' _ x\11 IMLL TYPE CONTROL- •..' • /��.. . se ooNaETE rooTiRle-NSTALL f •�••�.-. t NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION ENCL00URE INSIDELM MOUNTED N. ABOVE OIII GRADE AND MMTERPROOFED W�COiNNECTION s►:. _ SLOPE CONCRETE AT 2%TO DRAIN CHRISTY S I.D,TAG(STANDARD) ~�'.��:: �� p�-P ,tFi � G12E A LENGTH AS MOD SECURE TO SOLENOID ,, SCH. BO PVC NIPPLE CONTROLLER SEQUENCE F� 1 CONTROL WIRE TO EACH R.C.Y. PIGTAIL ` " LINE FITTING A s ) � GALLONS PER MINUTE O ooMMON WtieE Atl Rl��s • - � REMOTE CONTROL VALVE SIZE •: ( ��J WIRIG(AWS UF014MIN.) �"'Ni° i1 SCHow PVC BOR AUTOMATIC CONTROLLER RAIN BIRO ISC 32 DETAIL N0. 1 PMC LINE PiPE .40 PVC STREET EL 1 FNSI I GRADE Q REMOTE CONTROL VALVES RAIN BIRD EFA SERIES DETAIL NO. 2 1 S SHRUB AREA - SOLEiMOiD f. 000 PVC SUPPLY sm: so PVC NUDIPLE QUICK COUPLING VALVES RAIN BIRD 33D RC DETAIL NO. 3 ADJUSTMENT•" •' " ' LINE (SxSxT1 SIZE A LENGTH AS REO D FITTING �. a� deavEL BACKFLOW PREVENTION ASSEMBLY (B.P.A.) FEBCO 805 DETAIL NO. 4 GRADE (MiN.3 CU.FT.) i r PVC SCK 40 MALE ADAPTOR PVC SUPPLY LME ►� GATE VALVES (LINE SIZE) HAMMOND I8631 DETAIL NO. 5 ELECTRICAL TARS-VM WIRM AT (TYP 2 PLACES) INTERVALS of 12'o.c. r. PMC LINE PIPE Q NEW WATER METER PROVIDED 8Y DEVELOPER ROM: 2"LONG SWEEP ELBOW ��. PVC ELBOW PMC LINE PIPE M. 40 PVC STREET ELBOW DENOTES ELEVATION 1. COMMON VOWTO BE WHYE TTiOL A CON MRIE TO BE BLACK IN COLOR UNLESS OTIIERwtSE MUM. PVC SUPPLY LINE F1 111YG(S*SxS) 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER a REMOTE CONTROL VALVE UNLESS - 95PS1 CITY STATIC WATER PRESSURE OTHERWISE APPROVED. CONTROL MITRE S. CONTROL WIRING SEQUENCE TO OPERATING SEQUENCE OF REMOTE CONTROL NOTES NOTE: USE TEFL'OR TAPE e x to mnwo D STAKE -- DENOTES SLEEVE FOR WATER & WT RES SME AS NUM 5CHEDIJtE 40 PVC (PROV I DED BY DEVELOPER) VALVES B AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR i. VALVES ARE TO BE NSTALLED 0 SHRUB AREAS UNLESS OTHERWISE NaT (ROUGH ) ED• ON ALL THREADED /LIAJ CORRECT VALVE SEQUENCE. 2. WHEN MORE THAN ONE VALVE IS LOCATED N THE SAME AREA.PROVIDE A SINAtE A MIN. OF FITTING MiN. 36"LONG OR AS SiTE SPRING CHECK VALVES (RISER S:ZE) VALCON ADV DETAIL NO.6,7 _ 3 FT AFART• REQUIRES i. USE TEFLON TAPE ON ALL THREADED FITTINGS. SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION /T\ TYPICAL ELECTRICAL METER AND CONTROLLER (MTYPICAL REMOTE CONTROL VALVE ASSEMBLY TYPICAL OUiCK COUPLING VALVE ELECTRICAL PEDESTAL MYERS MODEL MEUG I-M DETAIL NO. 1 NO SCALE ASSEMBLY JR-84 NO SCALE ( STRAIGHT TYPE ) JR-85 NO SCALE ASSEMBLY JR-85 ® M015'TURE 5EErl5at Nro+IZNovlsofZ bE-raft_ N0. 8 ..— SERVICE LINE FROM METER TO i.R A. sICHEOUL,E e0 PVC If cR AS NO Ffr0)t IEWT SEAT VALVE BRASS NIPPLE TEST COCK(TYP 2 PLACES) (TYP. 5 PLACES) 1 , • .-� MM�- ETC. DOUBLE CHECK VALVE ,. 911f41940" NMZL.E BACKFLOW PREVENTION ELBOW �oUND PLASM sax s CovETe '- •.. COVER MARKED:PRI GATE "' �" �` .•� ASS NIPPLE ss sc FINMR GRADE • ' ' STRAINER BRASS UNION sr '*r .��s. st LAWN AREAS •'••� ---POP-i P WOO ASSEMBLY 0 40 } xsa47 se be `SET A�PEINTA MESH MONEL s� 3% GRADE HUNTERTYPE" INSTALL 2" f SHRUB AREAS ABOVE FINISH GRADE. PVC SCH. 40 GRATA SPRINKLER HEAD LEGEND 8PJ%SS ELBOW ib MALE ADAPTOR ` SYMBOLS DESCRIPTIONS G.P.M. RAD, MAX-SP PS. 7 ERENCE CHECK VALVE WHERE Na'i EO BRASS NIPPLE !T• �• � A�� R A RA R 180 FLT SAM .4 .8 1.5 7t 7' 20 DETAIL N0. 6 P�MENT SEtr V 'V X 1,(4,1/2 & FULL CIRCLE FLAT SHRUB HEADS IN BID 6 8 L , VALVE PORT PRESSURE SUPPLY + �/ jE 1/4,1/2 & FULL CIRCLE SHRUB HEADS RAIN BIRD 1806 12 SAM .5,1.0,2.0 11' 12' 20 DETA:L NO. 6 LINE-DI SCHARGE GRADEsm.so NIPM1 4 V X 1/4,1/2 & FULL CIRCLE SHRUB HEADS RAIN BIRD 1806 15 SAM .P,1.5,3.0 13' 15' 20 DETAIL NO.. 6 SUPPLY • BRASS ELBOW ._, LINE (LENGTH AS REQUIRED) C,LV. PIPE CW&W PIPE It' V W 1/4 & 1/2 CIRCLE SHRUB HEADS RAIN BIRD 1806 16 SAM .7,1.3,2.6 14' 16' 20 DETAIL NO. 6 ILEA GRAVEL (82931T) - PRESSURE SUPPLY CyALV EL801► (MIN2 CU FT 1 PVC TEE OR dh n m 1/4,1/2 & FULL CIRCLE FLAT LAWN HEADS RAIN BIRD 1804 88 FLT SAM .4,.8,1.5 7' 7' 20 DETAIL NO. 7 LINE-INTAKE ELBOW LATERAL I = KlGto ►-v �'PtPE M TER >f GATE VALVE (SIZE AS NOTED ON DRAWING) m n O 1/4,1/2 B FULL CIRCLE LAWN HEADS RAIN BIRD 1804 B12 SAM .5,1.0,2.0 11' 12' 20 DETAIL NO. 7 1 •::::.. PVC MALE 00 ® 1/4,1/2 & FULL CIRCLE LAWN HEADS RAIN BIRD 1804 B15 SAM .8,1.5 , 3.0 13' 15' 20 DETAIL NO. 7 "Olt: ADAPTORS • EQUIPMENT TO BE INSTALLED AT A MINIMUM OF If FROM WALLS,BLDGS,ETC. >jV 1/4,1/2 & FULL CIRCLE LAWN HEADS RAIN BIRD 1804 822 SAM .7,1.0,2.0 18' 20' 20 DETAIL NO. 7 ,./1• ' • G .40 PMC SI ME I ELBOWS • W�UNIT E NEXT TO BUILDING,WALL,ETC,TEST COCKS ARE To BE w .� •'•~ice CI� ® q 1/4 8,1/2 CiRCLE LOW ANGLE LAWN HEADS RAIN BIRD 1804 10 SAM .4, -8,1.5 9' 10' 20 DETAIL NO. 7 � NOTE* GATE VALVE SHALL BE INSTALLED N SHRUB AREAS NOTE' !AE TEFLON TAPE ON ALL TAREA UNLESS OTHERWISE APPROVED. PART CIRCLE LAWN HEADS RAIN BIRD 1804 B16 'SLA SAM 1.0 15' 15' 20 DETAIL NO. 7 TYPICAL BACKFLOW PREVENTER ASSEMBLY TYPICAL GATE VALVE ASSEMBLY 6 TYPICAL SHRUB HEAD ASSEMBLY V V X 1/4,1/2 & FULL CIRCLE LOW ANGLE SHRUB HEADS RAIN BiRD 1806 10 SAM .49.891.5 9' 10' 20 DETAIL NO. 6 NO SCALE (2 V2" AND SMALLER ) JR-85 NO SCALE ( 2 I/2' AND SMALLER) JR-84 NO SCALE (POP-UP TYPE) JR-9 IRA 16A PART CIRCLE SHRUB ROTOR HEADS HUNTER PGP ADJ #2 & 4 NO' .8,1.4 20' 20' 35 DETAIL NO. 6 g bf J§ PART 8 FULL CIRCLE SHRUB ROTOR HEADS HUNTER PUP ADJ I2,5 & 8 NOZ .8,1.7,3.4 30' 30' 35 DETAIL NO. 6 . IT PART CIRCLE LAWN ROTOR HEADS HUNTER PGP ADJO 5 NOZ. 1.7 30' 30' 35 DETAIL NO. 7 N. CONTROLLER C3 I./2 CIRCLE SHRUB STRIP HEADS RAIN BIRD 1806 B15 SST 1.0 5X24 15' 20 DETAIL NO. 6 .• :•'• COM NWWALK , CURB, •.T. 1 2 ETC--W FULL CIRCLE LAWN ROTOR HEADS HUNTER PGP 360 W 8 NOZ. 3.4 30 30' 35 DETAIL NO. 7 ETC. VELLW LEAD FROM TENSIOMETER TO • INTERfPT THE WHITE COMMON WIRE �RiNKLER NOZZLECOMM I (COMM 1) TO R.C.V. (VoirTE) � - • .•� —� R � e: REO LEAD FROM TENSIOMETER TO THE • ASSOCIATED R.C.V. STATION LEAD FR= °. a• CCNTR OLLER. •.x..t -UP BM ASSEMBLY �. (INSTALL FLUSH WITHLEAD MIOM TO TK FINISH MADE) MS • R�C.V.SOLENOID CONNE�OPRPOSITE FROM COMMON. UNIT LENGTH (LAWN-T", GURUS-1e,. G o TREES-36") _ Y FINISH GRADE CHECK VALVE WHERE NOTED �ia+8 UF WIRES aye LA�lGER P1TOM Tr RMii ED PVC SCH. 00NIPPLE TENSIOMETER LEAD PRDMDE CITY O F RANCHO SIZE AS REQUIRED V 24'WORE EXPANSION IN BOX AND APPROVED WIRE SPLICE AT ALL U PVC SCH.40 STREET ELBOW CONNECTIONS TENSIOMETER SETTING VICTORIA GROVES PVC SCH.40 ELBOW SHRUB- PVC".so NE(s m As LAWN -- e-o R; R STREETSCAPE ie IPPL PVC TEE REQUIRED)N FINAL POSITION APPROVED ROUND PLASTC BOK RISER SHALL BE AT A FINISH GRADE ABOVE :xsxT oR ° WITH �T-°°�°0� IRRIGATION DETAILS, NOTES 8t LEGEND ELBOW 43 ANGLE ZM.TO BE ELE�A4TED MODIFIED FOR TENSIOMETER APPROXIMATELY I SPARED BY: PREPARED FOR: - �►..wd�.so snr . o•� PVC SCH.40 STREET ELBOW --- ANGLE TIP crrr [NOIN=w DOWN P its GRADE DcaoN /MORSE CONSULT7NC CROUP `co..,rrrENoso j MORSE CONSUL TING GROUP A.I.C. 6«LAWN AREAS 1 e TO RCV ftPLAA qNC•ar iiwr C•1MVSCApr ARCMrt7U7W L oMa►S I LATERAL LINE (Sitf AS NOTED ON DRAWING) Q �� q. AD` PLAWNG • G•LANDSCAPE ARCHITECTURE N ...VM(.fflvw un me.a DRAWN �„� "•xcnuacw.wr,•� •MMMUn �M■R F TA ON ALL THREADED FITTINGS $ NOTE ' USE TEFLON PE �'PEA GRAVEL 4860 IRVINE BOULEVARD SUITE*201 �p JOB NQ 244-00 ASSOCIATED IR3;IIt�ATI1oN C'ON3IILTANTB IRVINE, CALIFORNIA 92720-1999 ��WILLIAM LYON Tom• A.Q.C. 15 0�--��-- 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA IRVINE (714)730-7117 PALM DESERT �a � 7 TYPICAL LAWN HEAD ASSEMBLY $ TYPICAL MOISTURE SENSOR INSTALLATION •oo2f>i (218) 4»-es26 a:4o ARCNTB, C Gnat • �"•CD d D"A'"''"" RANCID CUCAMONGA, CALIFORNIA 7/17!0 A•!•C' OATSlOS3-L- NO SCALE JR-004-84 NO SCALE JR-86 f�PtlgK PINE` • 5 HIGHLAND AVENUE - - - - - - - - - - - - - - - - - - - - - - - - • • ATC E A mtttt> mm mmgmmm 1 21110 mm m I Z / / P E ILL 1 ( z =1 FUTURE WORK f ie . LLh �1 jZ Z i W �Z • ° o . . 1 �tttltttA■ tttlttl•ttl•■ ■tl•tttl�tlti ttltttEttl•■ tt1>ttl•ttl•tttt ttttt�tttlt�■ ttEtttlftttlttl ■�tt/tt�■ ■ttttmm,_ • I'��weetams • • • 1 FAIR MONT - �'�•�. • .' . - ° LiMIT OF WORK _ '•••,_ o . . o •' • • ' ••'�. R •not t - ' <141 gegtt�tt�ttttt t>ttt�t�ttees ttltt�t�tttlt� Z -- — - - - 7y -it i=_ - - ---- --- — _ _ a WAY . w ° 1 Io 01 o TREE LE END •. 4 I 1 KE ON •, 1, .•.• �. z �SYMBOL K BOTANICAL NAME COMMOttN/tME STR ET + ' ( • ]---- BRACHYCHiTON rC�IEUS, bon-Lr- 77%fr 1 JACA"NOS, "fP405IFDrJ^ jACAROI A:Ph • EIS EUCALYPTUS I4UD1•S DESERT OUM 5 V ( }—EN EUCALYPTUS NZ-HCIL-N WH144W-itnAlI5D X11 � 6 —J e�+ wcx.Yrrus sr�ortr-a 4�ai 5$.51 I 5 KB KOELREUTER IA BiPINNATA CHINESE FLAME Nzy Ll LAGERSTROEMIA INDICA GRAPE MYRTLE, NORTH. FUTURE WORK P 14 PLATANUt ACER"'OLIA-LONDON PLANE TREE { \j—LS LIQUtDAMBAR STYRACIFLUA SWEET CUM + CC CMINAMOMUM CAMPHOR-CAMPHOR TREE "( PiNUS ELDAR ICA MOFIDELL PV* O PC PINUS CANARIENSIS-CANARY ISLAND PINE ViNE LEGEND :; o - a ° r •=, o i SYMBOL KEY DOTAN►CAL NAME COMMOI®NAME Q ' • • ° • • O 1 •.•, O ' 1 O—DB OISTICTVS BUCCINATORIA BLOOD RED TRUMPET ViNE O '�t�• _ _t_t�t t ° � • •• Y—FP FICUS PVMILA • CREEPING FIG • • • • tom•g — _ _ I_• • •° • ti �• ...•go'� WAY �, t o .• •,• ° • . •• v Q—JN JASMINUMNITIDUM ANCEIritNEJASMMIE — -t- •• • 9—JP JASMiNUM POLYANTHUM JASMINE .� • .: • • Q MU•'MACFADYENA UNGUIS-CATI CATS CLAW ♦ PT PARTFENOCISSUS TRICUSPIDATA tOSTON IVY , .••• • Q • .•••'•� •� �F. A-• .S •; _ . : — _ IB ttm , tlt—•RMO`N -�z o� • ♦• . : GROUNDCOVER LEGEND .; ° �.�' ° ° •� • • , • - . ... K8 1 v F- • ' 0 4.n 11••- SYMBOL OO w OTANICAL NAME �dtlMolr N7UE - ••s O a W O 1 .. GAZANIA'SUNRISE YELLOW CAZANiA • ,• E�}' CC • •� ° _ L HYDROSEED MiX GROUNDCOVER . HYDROSEED MIX M TURF •�too ui ti '•' ' W co HYDROSEED MiX GROUND O ,• ' a •• • �• • • ;• 159 I5 .. O5 I• • O • •,wtuut ■__ 6R(Jl1t�G1C�v�R/V P I— &_H 16HL^Ao Pct• //Z 6/67 -OPPR Eo ATE CITY OF RANCH AM N O CUC O GA • VICTORIA GROVES LIMiT OF WORK STREETSCAPE SCALE: 1'=30'-0• - 6-30-86 REE, VINE, & GROUNDCOVER PLANTING PLAN PREPARED BY: PREPARED FOR: II, Ap"ovtto tr. -3P1 -- cmr ENN OItttw ".c.a. ,io. DEt�iN A[C:OMMENt7ED &.-6MORSE CONSULTING GROUP S.L. ,�,�.�,�E0 „�, GROUP ,, ,,,s LYON .w.�•�.,M,LM.., R��NAL PAW PLANNING •ENGINEFJMG•LANDSCAPE ARCHITECTURE .� DRAWN M[ •Mt<T 4860 IRVINE BOULEVARD,SUITE#201 �D S.L. MB NQ 240-00 IRVINE,CALIFORNIA 92714-1299 fie WILLIAM LYON eom aw ��—�— IRViNE (714) 730.7117 PALM DESERT r o+tc.ctca A l owAWl�w raw. • iS40 ARCHISALD BUM S • J.S `•► KEY MAP NO SCALE CATS CUCAMONGA, CALIFORNIA 91730 s CATS 10 3—L � FF 3y I• �a • o % � o is � • . � o l FUTURE • LANDSCAPE TREE LEGEND LIMIT OF WORK FT!!& KEY BOTANICAL MIN coym Ir"I"m 81P BRACHYCHITON POPULIN tJS -ACTTt-K T ZE Y , .• �M 44C RANta,. MtM051F0L!A JKARAWA ' • o ` ER EUCALYPTUS RUDIs DcSERT CdlIII � •• ( • }---EN EUCALYPTUS 14te.M L11 MAL. a)w-L vAPvo PWPPE k"W • B'JJ[J-Ypmjs MAZAR-^M -dvwcT`rto IUM j KB KOELREUTERIA BIPIMVATA CHINESE FLAME TREE aft am( ♦ }--LI LACERSTROEMIA NVOtCA CRAPE MYRTLE � Eft NS PLATAMS ACERW IA-LO IDON PLANE TREE X LS UQMAMDAR STYRACIF'LUA SWEET CUM + CC CMINAMOMUM CAMPHOR-CAMPHOR TREE W `S • j-'-,C PE PM'K1S ELDAR ICA MONDELL PM O PC PINUS CANARIENSIS-CANARY ISLAND PINE Z - J VINE LEGEND /0 SYMBOL KEY BDTAMCAL NAME COILIILIOFf PfA1ME O- DB DISTICTUS BUCCINATORIA BLOOD RED TRUMPET VINE 7 FP FICUS PUMILA CREEPNC FIC 491— JN JASMINUM NITIDUM ANCELWINE JASMINE JP JASMINUM POLYANTHUM JASMINE 9 MU MACFADYENA UNGUIS-CATI CATS CLAW ♦ PT PARTHENOCISSUS TRICUSPIDATA BOSTON IVY GROUNDCOVER LEGEND vrCTORr >, (SEE s PA HEFT RS LA NE' SpamBOTANICAL NAME ca ul a qpvaw 0 4) GAZANIA SUNRISE YELLOW GAZANIA H1'DROSEED MIX CROUNMUVEK f r; ::•J "YORh" URF HYDROSEED MIX 'MF1tDoWS'CRC>OFIOCOVER O a 4 P uj \ O71 ul uj = �1 — 59 59 RAN" oucAMONOA N — / REGIONAL PARK W —° O W O — tA — O � 1 1 0 — KEY MAP NO SCALE caf orFAIRMOlV O 'ZA I •. • macghyTmm OF amomm I PATE I PPI ED M CH E K •• •• . ° = OF RANCHO CUCAMONGA 11011000 END oilM— — SEETL 1 � Y I�� .' •K CITY r C VICTORIA GROVES 4 `A CHL1N --1 w STREETSCAPE 5 SCALE 1•-30'-0 V, 6-30-e6 REE, VINE, & GROUNDCOVER PLANTING PLA Q 5� PREPARED BY. PREPARED FOR. aAtt •� crTv cwornrww w.c.t. Rio. LZ39T d ��~ MORSE CONSULTING GROUP RECOMMENDED Y MORSE CONSUL TING GROUP J,S, ,L4, ,,, 1 LYON s _.v...�..�,�_, PLANNING 0 ENGIAIFERING 6 LANDSCAPE ARCHII EC7URE ...<<,L,tft-,.W,,.,a, DRAWN •.'R Ina Donn PMA Ctlfli •M■�T • 4860 IRVINE BOULEVARD,SUITE#1201 �' <D S,L, J08 NO. 240-00 • e/fie WILLIAM LYON &,m ., . -- -- • - IRVINE,CALIFORNIA 92714-1299 17 . IRVINE (714) 7347117 PALM DESERT � _� Bay $540 ARCHIBALD SUITE 6 ll �� J.S. rAIFOS I4w. RANCHO CUCAMONGA. CALIFORNIA 91730 S �99 $ S r 59 ME S STR ET 0 0 to o �� _ _. _ _I WAY o EAIRMONT — S ` o O o o LAo • o 1 ♦ 0 �- Ilk ♦ �' • ` NORTH J TREE LEGEND' ' ' 6. f"ML KEY WTAWAL 1*11E COAIII'M NAM •t: \ [ F---Bi• BRACHYCHITON POPL L00I eurn-C TRC-11 \ JM 4ACAfAWDA MiMMIFOl A 4ACARANDA 0 CJ ♦♦ ER EUCALYPTUS BUDS DESERT GUM `^/( • t—EIV_ EUCALYPTUS NICACLJI yU11 J�NVL.1+11MT��pppRt•1 \ t - �J 1�1 IYJ�L1A'RIs MvUL^TA, st"1'iZC AAAM K8 KOELREUTERIA BIPIIVNATA CHINESE FLAME TREE ♦ }--U LACERSTROEMIA INDICA CRAPE MYRTLE PA PLATAMfS ACERIFOLIA-LONDON PLAIIE Ls LKKJIDAMeAR STYRACiFLUA SWEET GUM + CC CINNAMOMUM CAMPHOR-CAMPHOR TREE • PE riWUS EL.DARICA MONDELL MW O PC PINUS CANARIENSIS-CANARY ISLAND PINE • Ll - �,��► p .VINE LEGEND I _SYMaOL YEl" BOTANICAL 14AME •••. ,�� T COMMON NAME �'►`, _ O— OU DISTICTUS BUCCINATORIA BLOOD RED TRUMPET VIAE '• •• �• � • � - •- FP FICUS PUMILA CREEPING FIG GX JN - JASMINUM NITIDUM ANCELWINE JASMINE ••• , 'r . , P '""JASMINULI POLYANnA)M JASMINE CJ v r ,• \ . •• • • MI!' MACFADYENA UNGUS-CATI CATS CLAW O •.• • •, •• • ♦ PARTHENOCISSUS TRICUSPIOATA DOSTON IVY • •• . GROUNDCOVER LEGEND r •' symom lDTAFACAL NAME COMMOR1'AM I o ' . • • • GAZANIA SUNRISE YELLOW GAZANIA .• •� ■ • HYDRO SEED MIX GtOUFDCOVER :. :• r1�alRos�D Mix T 159 p MY Os�v MIX 'M>�rroorr�'atvul�Dtovlett ,.• 15 •i �. ..• Ofo ej o O •�• V► ' •• • O •• • : ' • tl1 r •• r FAIR MONT — to r WAY _ _ - — — V17 ul 4 ul .. •. :, _ 'wee . . •• ul • o ,• ul o - CA = M ,BEL cr. P"CE OO B LIN Z UR • CO RT CO RT L Iriw•� ATI A►MIOM • CITY OF RANCHO CUCAMONGA I VICTORIA GROVES STREETSCAPE SCALE: 1--30•-0• e-30-86 REE, VINE, & GROUNDCOVER PLANTING PLAN PREPARED BY: PREPARED FOR: aAT: - - A...ic„to Wv 9 - - - -- -- - Crry ENoomm" MORSE CONSULTING GROUP "'�" S I�MORSE CONSULTING GROUP i1EGOMMENOEO WGI «> ,► PIANMNG •ENGINEERING•I ANDSCAPEARCHI7ECTURE LYON ^'`.�� ° `. PEA L , REGIONAL PARK MW VVf*O�VLc ICLLE%.A"D SUM U irs••' DRAWN NMI[ •AN•OUrl1 SmR T I - 4W IRVINE BOULEVARD,SUITE#1201 671-115 S•L• JOB NO. 240-00 IL IRVINE,CALIFORNIA 92714-1299 J�e WILLIAM LYON am fiam t 18 ow_ 31 IRVINE (714) 730.7117 PALM DESERT ONtCKtD � DRAWNVAI Ni0- aws 'r- •540 ARCHMALD SUITE e KE Y-MAP NO SCALE RANCHO CUCAMONGA. CALIFORNIA 91730 J•S• SATO I aim I�,'� ��-, _ _ - — ♦'�. IPA 060% YX ice! � ♦ � � � .�/I�;.. '/i 4W FFA ice;. �� • !Ra, — � � OAF For ez �, .�� .� ��. � �� / � � � / •'/�� .moo `. /. - /- I►` ( I�`,/ - I,...l�i A. \�own IMP , O\ 00. ,► i �J li,70,5 jorsool �'" pm INS 74 NOW— ;LTIL not lom=ul�,�� NAME�'� �\ � `; \ \\�• `�� 'iii■ �AT Q AF MOM • • iiia• .■��■■..■■■■■■■■ . . �� y \ .ii : . MEMO:room mop- != -_- ►. gfit as. 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Q 1 1 FUTURE WORK ; MEANDERING SIDEWALK AND LANDSCAPING i 1 TO BE DESIGNED, APPROVED AND INSTALLED 1 WITH ADJACENT TRACT IMPROVEMENTS i 1 I - 1 1 1 1-� cTv �aEa�EEiBt�rr�r�EEI�a�EEI■tEl�Ea■EEL■r■r■EEi�EEI�Earara■rrEElEr�r■E�■EEI�r a■arr�ar�rara■ ■EIE■rr��a�arr■r■EEL■EEI�EEI■EEL■EEI1a■a�a�a■EEL■EEI��■tE�BEEiBaBEa■a■a■a■a�a■a■a�a�r■a�a■a■a■a■ ■a■rr��■�■r�aE■�■ria■air■�■a■a��r■ria'■tararlr■a■a■rra■a■a■a■arr■r■a■a■a■ta■a■ W �I-[Z w 1 Zi 15 i ca W I LIMIT OF WORK O a w '-"o'—i '100�� 10-0� ca cc 1 - • • - - •• - - - — L •• 1 I i MILLIKEN AVENUE cc z�F'' �Tkl. cuhb k.lAl.K 5 15D I S g 0SHIts O kl^L.K @ 1 1•.: • , •. 't 2 -}- •..;1}-2 ' ;•, , .• .• . : ' •• • �-2 -}-2 ,.;-I-2 2�4- . : +24 •i-24�� .�2�1 .• 2�. • • �i 2 • ;i 2 1� 1 a. • 1 1 TREE LEGEND rrr � a�aE� � • rrE�rrrrra ,2 1 SWAM KEY BOTANICA( NAME MATCHLINE 6 '1 1 ok— JM 8A 8RACW0*T OHd�M1t.1� A MIMO'�L4A .�AGhIM ' r7g1 5 i 1 l • }--E R EUCALYPTUS RUDIi 1 `J oEWcr CL+wl . 1 .S 1 •• _ECL EUCALYPTUS CLAOOCALYX SUCAR CUM .. J MF r1YMEMosroRtrMt PLAWM swEETstwot 4-29—ST MI SC. IRXMS IOP45 K8 KOELREUTERIA 804MMATA CHWESE FLAME TRU LI LACERSTROEMtIA 1041D1CA CRAPE MYRUS MlrllAlr~MIM • M PLATANIA ACEPWOLIA-LONDON PLANE TREE SEE SHEET 19 , LS LIQUIDAMBAR STYRACIFLtM SHEET GUM NOTEN +. CC CMN�IAMOMUM CAMPHOR-CAMP"THEE t � ATE APPAQV D • PE PM+MS ELDMtK:A MOlDlL.L Poe O PC PMIUS CANARIEN8IQ-CANARY ISLAND PMIE M• 1 �C INDICATES CAMPHOR TREES REOURING DEEP ROOT PLANTER SEE DETAIL NORTH_ CITY OF RANCHO CUCAMONGA VINE LEGEND - - •� _ � ALL CAMPHOR PLANTED IN PARKWAYS LESS THAN 10 WIDE SHOULD BE SYMIX& KEY BOTANICAI..MAW COMMON NA � INSTALLED WITH ROOT CONTROL BARRIERS. O—DB OISTK:TUS BUCCINATORIA 13L000 REO TRUMPET VNdE I ` VICTORIA GROVES FP FICUS PUMILA CREEPINC FIC ' Q JN JASMINUM NITIOUM ANCELWIME JASMn4 S T R E E T S C A P E "~— ®—JP JASM - SCALE: 10-30'-0' iNUM POIYANTFNJM JASMINE 0—MU MACFAOYENA UNCUM-CATI CATS CLAM - v ♦ PT PARTFIEJdOCISSUS TRK:USPIDATA BOSTON" 6-30-86 rREE, VINE, & GROUNDCOVER PLANTING PLAN PREPARED BY: PREPARED FOR: GROUNDCOVER' LEGEND ! OAM �pp APPROVED EV is 37� SYMw1 BOTANICAL NAME � �- __ _ __ - - CIT/ tWOINEtA Q.C.t, IVO. cA A cAZAwA rrlr~ MORSE CONSULTING CROUP "acc�"MtNOso MORSE CONSULTING GROUP J.S• wwPIAMWW. WMFI NC0LAA 3CAPCARCM/tL7LW LA LYON -m•y" zAmn-m r1YORos�D MIDI atouMDc.•ovee ! ""c'° ,,°L PARK°'' PLANNING ENGINEERING 0 LANDSCAPE ARCHUMURE ovV&C,LOXAIP".716 sem. ORAW" wvm 4714,7071#1 raw DOW 4BMEtT HYDROSM-MIX TURF 4860 IRVINE BOULEVARD.SUITE+ROI � G'"" �D S.L. JOB NiQ, 240-00 •rnE�wows" IRVINE,CALIFORNIA 927141299 C-/ e W I L L I A M LYON .m a�n 1 f� ?0 oR_:3�' +IYDROSEED MMX CROUNDCOVER IRVINE (714) 730-7117 PALM DESERT ` /� aulall■■a■T� 6540 ARCHIBALD 6UITt 6 v cmucsca J S owAwlM *w. z-►r KEY MAP NO $(;,ALB RANCHO CUCAMONGA, CALIFORNIA 91730 DAT21 `�� -• 1 1 I " MEANDERING CONC. WALK r cr 1 1 i a: I' 1 CL CIO0000 1 �c �c 2411 box. te1'Wl%1-N GAJ 10 WOK c� III I ; N JI w z I1oo •% • • ' �- W J _ _ 7 T — — U A. ]k -A- A V 7% A A. kA A. /A )k Zo 4 �A A .•S •. •. . . to H II Q Lu � 1� �ui 1� CO) MILL IKEN AVENUE cc 24 1 x •• •, f •• i `•.• • • I •• • • • : • "�'•'• • • • • �•••� ••� • �i•• •• • • • rt • • • ••. 1. •�'�' ••� V • 1:••• • ... -• f •• '�• •/000 IL X IL X zot • • _ •�/ do 1 I 1 1 rmRE swK mT AAAI vm\lg r Af i7_000 1 1 1 1 1 a� . 1 1I V I I I — — — — — — - - - — — 1 TREE LEGEND Z Y•MBOL KEY OOTAMCAL NAME COMMON NAME Si2E fIL•MARKS •..1 1 PA PLATI ACE711FOLM-LONDON PLANE TREE = I .�--BA BRACHYCHITON ACERP(XXS AUSTRALIAN FLAME TREE 15 GAL. + CC CIN"AMOMUM CAMPHOR-CAMPHOR TREE 1 MILLIKEN AVENUE w JM .liACAAANDAi MIMOSPII l�1 J^sokRAND4 24 BOX O PCC PICANARIENSIS-CANARY ISLAND PINE "J Z o C Eft EUCALYPTUS MUD" DE3C1tT CUMf a}13 GAL, IN J )_ ECL EUCALYPTUS CLADOCALYX VJCAR CUM f i 1S GAL do x W � ( )---HF HYMENOSPORUM FLAVUM SWEETSHADE 13 CAL. + _ •" KS KOELREUTERIA BIPINNATA CHINESE FLAME TREE 24•BOX MATCHED STANDARD MM U LACERSTROEMIA U401CA CRAPE MYRTLE 15 CAL DARK PIW,WHITE A LAVEI • + + .. - W ♦ AS NOTED ON PIAN •' �f�''��Lf LK7UtDAMQAR STYR ACIFLUA SWEET CUM f i 1S CAL BALL COLOR PE Pd"ELDARICA MONDEIL PI 15 CAL 1 1 24 VINE LEGEND Msol Mr BOTANICAL.NI COIIaWON NA1ME MEANDERING CONC. WALK •—DS DISTICTUS BUCCINATORIA BLOOD RED TRUMPET VIM ♦ FP FK;US PUMILA CREEPING FIG 40-JN JASM"JM NITIDUM ANCELWINE JASMINE JP JASMINUM POLYANTHUM JASMINE MU MACFADYENA LN4GUIS-CATI CATS CLAW PT PARTHUMISSUS TRICU"ATA BOSTON IVY GROUND COVER LEGEND WWI WTANICALNAME CDMMONNAw T12EE LOCATION @ FUTURIE FAR'K ENZR`( 9-14-87 GAZANIA'SUNtISE YELLOW GAZANIA r � •, HYDROSEED MIX GROLII'sDGOVER • 4 .'i HYDROSEED MM TURF NORTH A'� P** � CITY OF RANCHOCUCAMONGA NOTE INDICATES CAMPHOR TREES REQUIRING DEEP ROOT PLANTER SEE DETAIL VICTORIA GROVES Ion ALL CAMPHOR PLANTED IN PARKWAYS LESS THAN 1OF WIDE SHOULD BE -• _ _ _ INSTALLED WITH ROOT CONTROL BARRIERS. STREETSCAPE . SCALE. 1'-30'-0' e-3-87 REE, VINE, & GROUNDCOVER PLANTING PLAN = hit PREPARED BY: PREPARED FOR: AF oATs -- -- - CITY ■.C.t, Wo. DES�YN I MORSE CONSULTING GROUP iiEcoMMENDEO CUtAMO ,,, MORSE CONSUL77NG GROUP J.S. ,�,r,,�,,,�. ,W,VWAPE lAvCA-essaw p,/ �/� /'� �•w' ��p/�)/� �.�+ per• -p •�• �p�• LYON •�•.Nt 21 Am Lm ml AEOIONI ►ARK PLANNING 0 GLGINE /4 N 0 LANDSCAPE/'L�Cl7//E !UR wvrc c Aucrru vn.is. DRAWN ww[ 111.1 I.I..1SHECT 4860 IRVINE BOULEVARD,sum#1201 �f e WILLIAM LYON ram c t S.L. roe NQ z,o-oo IRVINE,CALIFORNIA 927141299 fr 21 CHIP�_ IRVINE (714) 7347117 PALM DESERT /` /l U CsgC0cw0 owI►wIPI NO. ' r •540 ARCHiBALD SUITE 9 KEY MAP NO SCALE RANCHO CUCAMONGA• CALIFORNIA 11130 J•5• eA,. � 1�1�'YHIy i oN oh�Y A^ tAy HIGHLAND AVENUE I —'� �"N - f f' ! 7m777 ti.tirttit.�ll• ��..��.... �TC A. _ _ : _ . - ? XG i S 5 i Iii Z' J I . i� FUTURE S9 U� WORK W '' #•R�• swwN z W - — - 0 0 ° �/ Vtif ft�it�fti /t�ftfl�f ■tom/tM/�/ /ttift�ft•/t�r>�/tom/tom■ttif ■ti■tilt!/ /1!/=/m ■tifm, psm =-� FMPMONT film ago IF OF WORK - ... _ _ - - _-_ -- _ _ - - _r - LIMIT _. - �-- _______._ _. -- ° - r•►■ __ .-�-%g.. sum Jews MS gem ago M e __.....�.- / S. . . Q — t O _._.. ,. _ - e o r I 1 f,IKENYON : _ _ _. __ _ ___. ___ __ �STR�EET { > 3 3 I I _ - - S aMc� c: 1td. f � I Ur R EA 51-t WN }{�if MFON 18 O.G. �-L- UP 9 ARE^ 5ROWN FUTURE WORK 19 �A �5HOWN NORTH o O ° o _ -------- 0 O .......... r_ ■-,�■ ■�■�/_� Ir. ■_,rfgo■ an v _ _.. ° ~_--- ..• WAY an I am so 0 0 -' i /�� /tlfr`��t�ft�fti/t�i'1�T7•ff�rf�oZ O� O o 1= t` F 0 , ,. - _ _ - _ _ f ._._ W r , Lij J W �• ` ,� S ^REAS eHo WN , '' �. 9 P.1zE� sHaw►J � 4� ' �`• �-' SHRUB LEGEND i O � N �teot_ �r oOTANICAL NAME QOIMItIo1�/ifAillE GRADIFLORA Y AMJA V+' tIf' l �E.Af7 SHoWtJ Must.l_Lip &O—AA AGAPAANTHLIS AFRICANUS LLY�OF THE NILE 2 j 19 ®---SC twCA�vILLEA I I-EY/SC SMel/HS 0 MI&M.AMP AVE• �' I *—CT CALLIAt VRA TWEmu TRIMOAD R.AW BUlFt A� � ./� -' t Q�—F� E.Y�►Li-oN1A FP��ti � ie.SC-J�1�IONIh `��• .� OV ,.-W E EROCCALLISSPP. DAY CITY OF RANCHO CUCAMONGA ♦ \\ ` - 4D LS LANTANA-SPREADIMG • �—PF PHOTIMA RRASERI PHOT INA `�4 I �� 'V�tEGATAM TOBIR�A YA1tIEGATED T091RA 1 VICTORIA GROVES LIMIT OF WORK @—E� IO�E�rs-E +�NTRs- /oIHAw aN STREETSCAPE - = O—XC XYLOSMA CONGESTUM O—N_ ftW^iNYRLEA'LA JMW eoucAINYIu_1 A SCALE: V-30'-0' 6-30-86 SHRUB PLANTING PLAN PREPARED BY: PREPARED FOR: s t� , AP PRovto WV s>L 3 9? - - cmr ENotNfsw w.c.t, wo. DESIGN REGOMMENO/O MORSE CONSULTING GROUP J.S. ,H,�MO„,�E e ,PC L s NOTE ALL BOUGAINVILLEA TO BE PLANTED MIN. 6' AWAY FROM WALKS. ""WGIONAL PAW PLANNING•ENGINEMNG•LANDSCAPE ARCHITECTURE LYON OAAWN wVNI 9�vc ��I5"1.Im I OtYst .M.rT 4860 IRVINE BOULEVARD, SUITE#1201 �' F.S.J. JOB NQ 240-00 ow IRVINE,CALIFORNIA 92714.1299 �/f e WILLI AM LYON �t czn�t� 221 IRVINE (714) 730.7117 PALM DESERT U tpow MO. •540 ARCHIBALD SUITE S J.S. ` �/ KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 111750 DATt 10 3 - L 4%i SEF SN E C 22 1N I • �low 41 { f r r '; ` fes,._....,—..._...__....___ __........_...... _.._-..._ t 1 T - 1 • . 1 • . 1 FUTURE n WORK LIMIT OF WORK / 1 •. s 1 am �U �w. i - �r ! V/C`�C) L IV � r o z 59 '- 55 f,' �, �♦ - - � NOTE: ALL BOUGAINVILLEA TO BE PLANTED MIN. 6' AWAY FROM WALKS,UJ -1 - - 59 �uu+a+o axrworan N AF2E..A Sl-aGWN LuILF _ A - 5 "4 0 1 �!1/IQ - _ KEY MAP No SCALE T - `^ --•-•-•._.----..mss-. - ........__.. .. .... 0 �. .._ - - _ \ Art PMI ED O _- ' CITY OF RANCHO CUCAMONGA - r_ M CHL N E K t1 % _G_ ._- } w__ ti •. PLA C �.._ VICTORIA GROVES •. # : . _. __ _ __. ( IS o.c. FILL Up STREETSCAPE . 59 SHRUB LEGEND 7�;HL/N .. �►.. i I E^ SHOWN fM90L � BOTANICAL NAME �tpN01�Nflt11� w 9—AG ABELIAGRADIFLORA GLOSSY AM A SCALE: 1--30!-0- SHRUB PLANTING PLAN v &'-AA "GAPA"TM"S'' "'�""s "Y OF PREPARED BY: PREPARED FOR: I Q A---BC 'CRIMSON I LEA '0UCANVILLEA 6-30-86 fJ7 or►r[ AggRQvto My ZZ 3Q7 �—CT CALLIANDRA T�NEIDtt TRttVIDAO FLAME BIJSi crrr [NolNf[w go.c.t. too w O —Q1� F D L.�ONIA FFS11 CSGAI,{ ONII. OEtiON q[GOMMENO[O 59 Y 4111111110—HS W"MOCALLIS DAY LILY MORSE CONSULTING GROUP J• • MORSE CONSULTING GROUP 0--PF PHOTLANTANA PR PASM t �FIOTpVIAW-P" Lyo N ..x c,nxr.c,. s. NMNG •ENGINEERING LANDSCAPE ARCHIT ECTURE EADff4C 9"~ -v"�AM y"M, DRAWN wwt ,,. ,,,nn ►w+o[sut •M[t7 PT PITTOSPORUM TOBIRA VARIECATED TOBIRA 4860 IRVINE BOULEVARD, SUITE#1201 L G� J.F.S. JOB NO. 240-00 " p—"w P -rO5GFORUM�M"WMM"15 ��p. SRA IRVINE,CAUFORNIA 92714-129923 a 31 ° IRVINE (714) 730.7117 PALM DESERT J/.& WILLIAM LYON'&m c ,,, E}—RE RAPHIOLEPIS'ENCHAN�I'RESS' *VIAMAWTHORN (� OHEGcto iQ O—XC XYLOSMA CONGESTUM •540 ARCMALD sUiTE S OgAWIM Fr0 RANCHO CUCAMONGA, CALIFORNIA 91730 J.S. `�� IOS'SL DAT7• _ -.___.... . . ..._....... 40—Bl. ftUGAINVILLEA "LA.lOI.I.A' bOIXsAINV1116� t ME So � ,qo, a"c>.c. ►u. UP �STR ET � �IgEA SNoWN f p f r 00 11� o i O 0 1 - - 9 Pt S�+owN tai y- _ ___. S '\ ~' X7(7 0 q ♦ �' ♦ \ 40 � + �o.c. UF' PSA ♦c � AREA SHOWN I ;100��`` 400 ° C O + 7 . j, • > _ U t { t * • • O _- f 01, t a + + { +} y Jul}1} < F © o ° Q o\. C4 1 _ 4 FAIR MON uj } o _o tSKo_�- FAL- Ur WAY - - - ►4 : b' o,c. F1t�. UIQ' �- 9 i°IR�A sHa►�IN _ z O - O uj 0 AMPBE. LL' , _ � � o opo . o -`'� _... ✓' ° '> _... ° 'o PLACE ✓' _.. 0 G o _ r C)QQBUR �._�. STCF LIN COURT COURT t . S " D _ TIE .rn eo o CITY OF RANCHO CUCAMONGA Z VICTORIA GROVES STREETSCAPE - - - SCALE: 1'=30'-0" SHRUB LEGEND = - - - KEY 9DTANICAL NAME 6-30-86 SHRUB PLANTING PLAN o—AG ABELIA GRADIFLORA GLOSSY ABE_IA = / PREPARED B Y: PREPARED FOR: �b—AA AGAPANTHUS AFRICANUS LILY OF THE NILE �. \� Q 9 BOUGAINVILLEA BOUGAINVILLEA _- - 6061417 "CRIMSON JEWEL" - - - - - ' �� crry a DI .T zsT 9J _ __ _ - crTv [NOtNaw R.C.S. No. 4—CT CALLIANDRA TWEEDII TRINIDAD FLAME 9USH - -- - °�- MORSE CONSULTING GROUP DESIGNi.S ��. .�� AlC.OMMENDlO `MORSE CONSULTING CROUP 4Q--HS HEMEROCALLIS SPP. DAY LILY �b OUCAMOHOA PAW 5V LYON I&—LS LANTANA'SPREADING SUNSHINE' REO�OH�L PLAWNG •ENGINEERING•LANDSCAPE ARCHILEC7URE '�°•"'••��•°�"'m pR1AWN .N.a •�c,c,w+.f�f.fs. ..u.onr„ s►.!IrT pJ—PF PHOTINIA GRASERI PHOTMA 4860 IRVINE BOULEVARD,SUITE#201OB NQ 240-00 —PT PITTOSPORUM TOBIRA VARIEGATED To9MtA IRVINE,CALIFORNIA 92714-12% ��ze WILLIAM LYON W J.F.S.� Fs24 0, 31 'VARIEGATA' IRVINE (714) 730.7117 PALM DESERT Qom/ -a'yt� cmac aco;,oe55•WPdG Nfo- ®—"w PITTOSPORUM 'TOlSiRA O MA i MZPtS DWARF' WeWA t Quo0540 $—RE RAPH16LEPIS"ENCHANTRESS' INDIA HAWTHORN r AD SUfECALIFORNIA !1790 J•S• is., _L NOTE ALL BOUGAtN1/�LLEA TO BE PLANTED MTN, s• AWAY FROM WALKS. ®—XC XYLOSMACONGESTUM KEY MAP NO SCALE RANChO CUCAMONGA —DL BOUGAINVILLEA 'LA JOLLA' b&uGA1wWKLr_^� • i i I W , „ w "- >O.O. �Il..t.. UIQ' I bN 1 ; = i C ° AREA SHOWN SEE S H E E 26 I MA 5HO�AIN , 6 y _. < i , ° i ' T = — - . . f fjw ° - ° --- "" 1� rr i ° ° o o - K ° ,i Ib�o.c. F1 u.. Ur ra o ♦ , O.G. mLtl up ac ° - ° I C� A►�E.A SHOW bio. SILL UP _ NOTE WO - -- - ALL BOUGAINVILLEA TO BE PLANTED MIN. 6' AWAY FROM WALKS. ° °• ° ° EQUESTRIAN TRAIL TO BE PLANTED IN THE FUTURE. 1160 o.c_ SILL UPTREES NORTH OF { I6 ��► �Hot11N - _ - - TREE PLANTING IS CONCEPTUAL ON THIS SHEET, SEE TREE N "� - = -'' PLANTING PLAN FOR EXACT TREE LOCATIONS. , a • . Z Zt J Ib o.�:FILt., Ula a a :_ ya ° i 6 �,teE SHOWN _ y 3 F r r- - W • �.. , • 'lf • i } I _ • .._�.. rvN 1 .. , � Ib uP jj go .. r an 00 IlLu lz 10 • j: a , r a •__ a - - us z } _ �c , a a , P ' w 4 L Q 2.Y le - • a 1 I �� 5� = N • _ SEE SHE 26 i _.. a _ S- LL l SHRUB LEGEND _ 161, ow .y„ w, r _ I I 9 t _,._•-•--- --, 1 YwweoL M soTANlrx NiA1►IF �o�oN Nia1E --- _ p p - a p • } ' :- t �� e=AC A� S L�A GRADIFLORA GLOSSY AIA 0-19C BOUCAINVILLEAA DDIJCAINVLLF-A _. t a d a '"CRIMSON�WEI.- f- --- �'' • ".'•- . � P +--CT C/1LLIANDRA TWEIDiI TRINID/1fl PLANE OM mytolm PATE u,e,wnM—1.. ®tp—EFF CSCALLONIA FRA AK" escALLDNIA CITY OF RANCHO CUCAMONGA 111E LF 49 LS LANTANA-SPREADING Ate!' O ' , I C` ASERI /l�OTRVIA Z � .m..•'' rl•N071NIA • PF FR • . y- "LL Ur VARIECATED T�OWA f - �O_ ls�% TOBIRA r '`r •-- �A s�-�OwN c� �� • -YAR ESPG°ATAM y VICTORIA GROVES p—�W RTTo5POPtUM TZ VPA •wrl i�It•3 owAltF• _ TbI!lIRA S T R E E T S C A P E *—RE RAPH"_EPIS•ENC HANTRESS' PENA MAWTMORN �` O—XC xnosMACONCESTUM SCALE r=30•-0' / I e— L� BOUGAINVIW-EA •LA JOLLA' 5OUG+AMVt1 LEA 4% 6-30-86 i r" f, 6-30-®6 SHRUB PLANTING PLAN PREPARED B Y. PREPARED FOR: OATS - - \ Q►, `� • f 180.C.F1l L VI - I►fRROVtt, w'I i G f'1RE^ 'SHOWN erre ENowmm w.e.a. No. 6DESMON RECpMMENDEO ORSE CONSULTING GROUP i.s. PWP" • .�„� L F6o�S I&,MORSE CONSULTING GROUP - - _ - - - - WP'lANNING o ENGINEERING o LANDSCAPE ARCHITECTURE LYON 0•C( �-1 DRI►wN w•7a •�t.f i�+7VpM"r'tn•ID. •rr ocxn fM<tT c 4860 IRVINE BOULEVARD, 14-I #12U1 ' �fLe WILLIAM LYON Team czw . J.F.S. 31 • KEY MAP Nwc�a eue � IRVINE IRVINE.(714)734 11727141299 PALM DESERT �—�+— O+Ec+ctD &%b ^ �' OR�►wcr� r+o• ' ecv,oruW ►Awci •S40 ARCHi1A. C WOR S J-S• owns Noe;5 L NO SCALE RANCHO CUCAMONGA, CALlFORNtA !1730 �7 r ' Z FUTURE WORK I MEANDERING SIDEWALK AND LANDSCAPING t Q r f J TO BE DESIGNED, APPROVED AND INSTALLED 1 1 _ __....._......_..._..._..__. _.._._....__. WITH. ADJACENT TRACT IMPROVEME[�ITS__..____. _._____ — r 1 LS=SmaIISEvooE=6INS5m0SEE SONE 9Sol 8ONE 6SEE 9Sol 5000E000aSEE INNS8mImS01111EMEmomEIISomsm0mSm5mSvollaSol 0m5son 1 9NIH■5non ENISSdeal 6medon 0mSvol 9mEwerImINIIM5son Swas amSNal 5001amISEE INOR SmaSEE Iall SNall amEm6m9all 0m8NEW ImIson aNIIMamISol aSEE ISol SIISSsell SSol aall aINS5maSEE 8IIIA2IIIA6INI1faONE 5Sol ISol am8m8SEE a=IIIS6mSmEIII,EdsonNIonEmom 80011Sol 10002000a0015Sol 6ONS■Eq i - 1 • oYC i w �' � r � I LIMIT OF WORK Iz i J 1 _....... _,. _ _. .._ _. 11 : ' s U iE3 Q ! ( � ��..��. �°tA 100.c. ALL UIQ r 1 c MATCHLINE I MILLIKEN, AVENUE U SEE SHEET 25 _ _ _ _— _ _ -- — .... _ .._._ — _ _ 4 - - - - — __ • .. • + r Z 1 _ i 5G 18,10" ILL, UP j ..__....... .. WN ' • it f f 1 INV ' 1 ! FUTURE WORK 1 MEANDERING SIDEWALK AND LANDSCAPING i - TO BE DESIGNED APPROVED AND INSTALLED WITH ADJACENT TRACT IMPROVEMENTS 1 1 �Imom Ime=ISENemememamomrm0memo momemomemomemomemommmemome ■mamemomoINtem 8 10011$000@001lesono memome=I��r��st��• tz 1 I l3l 0.C. frILL UI"' r g LIMIT OF WORK < w 12 ° _ _ t ° J ° ° p - . ° . 1 : - goes ° o 7 16`140.c. MLL L rD� "N SNoWN t MILLIKEN T� AVENUE 1 1 U.: - 1 t fi fi i _ lrr ^ i Ccc CL • 1.� , 1 I r MIN= NEWj I i MATCHLINE G (� � f (8M 4•G . FII-L.l�lw a i E � 167 �° A Sl-#TWIN b 6 s 1 r ( a 4-Zol-87 Misc. fkeosko*4S SEE SHEET 25' NOTE , AT't ALL BOUGAINVILLEA TO BE PLANTED MIN. W AWAY FROM WALKS. NORTH CITY OF RANCHO CUCAMONGA TREE PLANTING IS CONCEPTUAL ON THIS SHEET, SEE TREE PLANTING PLAN FOR I*ACT TRE! LOCATIONS. VICTORIA GROVES STREETSCAPE SHRUB LEGEND SCALE 1'-30'-0' am .DTAIOCAL NA1It Comm NAME 6-30-86 SHRUB PLANTING PLAN �W A§EL'A`R'MLO" GAM Aia.u► = PREPARED B Y: PREPARED FOR: db=-AA AWANTHM AFRICAMR LLY OF THE MILE . _ (11 §C BOUCAW LLEA EONGARrVRA:lEA = ( ortt .►P•wOVEO Off 'CRIMSON JEWEL - _- __ - - crry Ewo��sw N.C.G. No. 3t. — (�--CT CALLIANDRA T�)II TRINIDAD FLAME IM _ _ -- - _ ° -EP ,E°"A E -.°""` MORSE CONSULTING CROUP MORSE CONSUL77NC CROUP so to v.. DAY�.� LYON J.S. M.,I.,, . ., ,,,CLs LS .1101syll? 91"M LANTANA�ItEADII� +Ian �aioMw ►�wc PLANNING •ENGINEERING*LANDSCAPE ARCHHEC7URE ow�wN .M.CUCMAONM r°VM(.jvvw ,•,•"•°•,"�' «,u, o.��n was c"uciw.rr,.uw 8--PP PWOTW"FRAMI PMOTV" 48W IRVINE BOULEVARD.SUME#201JOB NQ 240-00 ;,a -�—PT AREGATTtA!MI TOIpRA r VARtIUG/1TRI TORI► IRVINE,CAUFORNIA 92714.1299 PALM DESERT NeWILLIAM LYON�a mhczarf J'F's -o'--, -- + IRVINE (714) 7347117 / , �CKO •- bw^wlM Pax. Q--r11w nTT05PORUMES wHLeft'J OMW�F I G 83 ,• wwM i540 ARCNIRALD SUITE f p �—RE RAPWIOLEttS"SHCHAMTREW IOTA HAWTHORN 71 J.S. O—XC xYLOSMA CONE STLIM KEY MAP NO SCALL RANCHO CUCAMONOA, CALIFORNIA !17 0CATS 0-0L. WJGA IOW UJPk'LA Jou,N' &XX&NINIVILLRA 7T i 1 � 1' 1� 1 MEANDERING CONC. WALK 1 1' 1 i cct 1 Cr i a.o ; 1 1 1 I + '� + + T T + + + + + + T 1` 1 1. 4D 1' 1 C4 1 w1' I A - w z w Z 1 - -- - - - - - - - - - --- - - _ _ � _ __ _ _. _ - - _ _ c7 A \ A Wn MILLIKEN AVENUE 1 t 1 1 1 1 II + + + + + + + + + 1 ZZ 1 1 f � 1 t I rru fAM �CS MVE r . 1 1 1 1 1 I � 4 1 1 I. I 1 � I ' E 1 1 a E AN 1 9 A 0 te" C. i 1 5 ► � -0—t A 5H W O O O p o 0 o O p _ 0 0 uj W 1 MILLIKEN AVENUE w I aj z � 1 w Q Co i 1 + + 4- NOTE 1 3 ALL BOUGAINVILLEA TO BE PLANTED MIN" 6' AWAY FROM WALKS. 1 1 MEANDERING CONC. WALK SHRUB LEGEND "AM M eDTROCAL MAW COMMORWAM Q—AG ASELIA GRADIFLORA GLOSSY ABEL &O—AA AGAPANTHUS AFRICANUS LILY OF TIS N ®—BC 80UGAINVILLEA DOUGA1NVILLEA "CRIMSON JEWEL" .16—CT CALLIANDRA TWEEDII TRINIDAD FLAME TREE LOCATION GJ FUTURE PARK Q.1T12`( 9-14-61 1AR auluut_1. 041—EF "CAU-0w , FRADE511 "MM ELR' EXALLOMA HS HEMEROCAL.LIS SPP. DAY LILY o--LS LANTANA"SPREADING SIJN%ftW- ti �—PF PHOTINIA PRASERI PHOTINIA off IMPTION Ir mavnlm ATE PPR Ep lr,' —� *VRIIEGGOATAMTOBIRA VARIEGATED TO4siRA CITY OF RACUCAMONGA®-"w p4�rOR� ,DBlRA @ lIDI�"� NCHO 4�' RE RAPHIOLEPIS"ENCHANTRESS" INDIA HAWTHORN O—XC XYLOSMA CONGESTUM 0—DL- eouGAwviLI!°A "L/►COLLA" SOUCAlrWIUMN NORTH VICTORIA GROVES STREETSCAPE PREPARED FOR. SCALE V-30 -0 SHRUB PLANTING PLAN _ PREPARED BY. -3-s7 - OAt1t 9 � 8 crry Ewronrlw w.c.ls. No. Z.2-- 7 MORSE CONSULTING GROUP O"'"" ��MORSE CONSULTING GROUP pE('.OMMENDEO LYON i.5. AACWrrZnW Kom)"& Pmw PLANNING •ENGINEERING•LANDSCAPE ARCHITECT URE ;."�Q,DOM ml OwAWN nvw[ nu�noruT ►YYOtwxy iMutT 4860 IRVINE BOULEVARD,sulre�r2ol ��e WILLIAM LYON 7�am Czyt SL ,roe nla" 240-00 IRVINE, CALIFORNIA 927141299 � 27 � 30 _ IRVINE (714) 7347117 PALM DESERT a�GCE� owAWtr,� "I IInew r 4540 ARCHMALD SUITE • KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 9170 JS OATS ( Q u • LANDSCAPE SPECiFiCAT10NS PLANTING LEGEND: TREES: T � 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 12. ALL TREES SHALL BE PLANTED A MINIMUM OF 3'-0" FROM WALLS, BUILDINGS, SYMBOL KEY BO TANiCAL NAME COMMON NAME Sim REMARKS AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR WALLS, AND GROUND COVER BEDS WHERE POSSIBLE.- TREES TO BE PLANTED BUILDING LAWS. IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. • BA BRACHYCHITON POPULNLUS BOTTLE TREE 15 CAL. TFee FLry.l 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, 13. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE JM JACARANDA MIMOSIFOLIA JACAi?ANDA 24" BOX MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE AND QUALITY. LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. O ER EUCALYPTUS IRUOM DESERT CUM 15 GAL. C3 TDTr'rL� ,'. 14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE STANDARDS FOR SIZE AND QUALITY. • EN EUCALYPTUS NICHOL.11 NICH0125 WILLOW-LEAFED S & 15 GAL. PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK PEPPERMINT - -� AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY a 'EM EUCALYPTUS MACULATA SP 15 GAL. "L DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION. OTSD C�t1rV1 _ K13 KOELREUTERIA BiPiNNATA CHINESE FLAME TREE 15 GAL. MATCHED STANDARD - T 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT 16. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 900 BRANCHING HT. GUY k1IRI!F5 T� � No t:�tx-,� OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT. � LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15 CAL. DARK PINK, PINK & LAVENDAR 1,4^N 'S CF ANY C1MCA)LOTION TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE AS NOTED ON PLAN i°tTH GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. 17. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR ` SFINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, 'MANNER WITH A MINIMUM RADIUS OF 3' TYPICAL. LS LIQUiDAMBAR STYRACiFLUA SWEET GUM 5 & 15 GAL. FALL COLOR . ' r19"Crf="1 HIX MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 18. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL • PE PiNUS ELDARICA MONDELL PiNE 15 GAL. AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER OR FENCE PER DETAIL. ' ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED 19. ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT AND SHRUBS: E TO DRAIN AWAY FROM WAL1qS. DRIVEWAY LOCATIONS. SEG 6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED 20. ALL VINES IN TURF AREAS SHALL BE INSTALLED IN CONCRETE VINE COLLARS KEY BOTANICAL NAME COMMON NAME SIZE REMARKS SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER S14OULD PER DETAIL. (2) AG ABELIA GRADIFLORA GLOSSY ABELIA 5 GAL. WHITE FLOWERS 24• BOX AND LARGER BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. &.b AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. BLUE & WHITE FLOWERS 21. MAINTENANCE SHALL BEGIN WHEN _SHE OW-WR OR HIS A0AR +T►lu'5'rI5Tr_a fKH'U5CD ONLY INCA sl" T. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE O BC BOUGAINVILLEA BOUGAINVILLEA 5 GAL. RED FLOWERS OWfLAN COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND FERTILIZER SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS "CRIMSON JEWEL" FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST SOIi.S AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO (tICT CALLIANDRA TWEEDII TRINIDAD FLAME BUSH 5 GAL. RED FLOWERS REPORT. CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING O EF E'JC:&L04A MA Ej1(IRED ELF' BSCALLONIA 5 GAL. THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND ISL 501iGAINVILLEA "LA JOLLA' BOUGAINVILLEA 5 GAL REO FLOWERS EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES THE DEPTH UPKEEP. ftS- HS HEMEROCALLIS SPP. DAY LILY 1 GAL. YELLOW, GOLD, RED MIX �SiOF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT _. AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL FINAL APPROVAL AND ACCEPTANCE OF WORK .WILL BE GIVEN AT THE END OF Int LS LANTANA "SPREADING SUNSHINE" 5 GAL. BRIGHT YELLOW FLOWERS 0. LDDGT MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN PF PHOTINIA FRASERI PHOTINIA 5 GAL. _ 'r"`"� FORMULA: 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. PITY OF R.C. RESERVES THE OPTION TO EXTEND THE MAINTENANCE PT PITTOSPORUM TOBIRA VARIEGATED TOBIRA 5 GAL. 1 6 PARTS BY VOLUME ONSITE SCREENED SOIL PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT "VARIEGATA" 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT IS DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO PROVIDE O rT PITTOSPORUM TON"fi IHEELER15 MARF1-7-0131RA 5GAL. 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX COVERAGE REQUIRED. -► "" {•} RE RAPHIOLEPIS ENCHANTRESSINDIA HAWTHORN 5 GAL. PINK FLOWERS 2 LBS. IRON SULFATE PER CU. YD. OF MIX XC XYLOSMA CONGESTUM 5 GAL. THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN 12. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. VINES: � � �IX PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME WELL GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE OF MAINTENANCE PERIOD. SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE REMARKS • - DECREASED. ® DB DISTICTUS BUCCINATORIA BLOOD RED TRUMPET VINE 5 CAL. (_ S. HYDROSEEDING EQUIPMENT 23. TURF HYDROSEED MIX: VFP FICUS PUMILA CREEPING FIG S CAL. USE ONLY EQUIPMENT WHICH HAS A BUILT-TN AGITATION SYSTEM AND WITH SEED: 90 % FALCON FESCUE © JN JASMINUM NITiDUM ANGELWINE JASMINE 5 GAL. WHITE FLOWER AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND 10 % MERIT KENTUCKY BLUE HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 AT APPLICATION RATE 12 LBS. PER 1,000 SQ FT. It JP JASMINUM POLYANTHUM JASMINE 5 GAL. WHITE/PINK FLOWER LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE ® MU MACFADYENA UNGUIS-CATi CAT'S CLAW 5 GAL. YELLOW FLOWER 15 GAL TREE B SOLIDS FOR EACH 100 GALLONS OF WATER. M BINDER SOILS STABILENT 60 GALLONS PER ACRE. PT PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 12-12-12 COMMERCIAL FERILIZER AT 300 LBS. PER ACRE. 9. HYDROSEEDING A. APPLY TOTAL 3PECTF24. GROUND COVER HYDROSEED MIX: GROUNDCOVER: IED QUANTITY OF SEED, FERTILIZER, AND FIBER SEED: LBS/ACRE- PURITY GERMINATION • MULCH. SYMBOL BOTANICAL NAME COMMON NAME SiZE REMARKS B. BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED LOTUS KALO 8 95 % 85 % AND WATERED AS SPECIFIED. GAILLARDIA ARISTATA 2 95 % 75 % GAZANIA 'SUNRISE YELLOW CAZANIA FLATS 8" O.C. C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX GAZANIA SPLENDENS 8 70 % 85 % COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES ESCHOLZIA CALIFORNIA 2 95 % 75 % 23 A 24. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE "MISSION BELLS" HYDROSEED MiX CROUNDCOVER --- SEE SPEC)FiCATiONS AND AS APPROVED. ALYSSUM 3 95 % 80 % ZI "CARPET OF SNOW" fa -• =• • 2 95 % 70 % ' 2 10. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR HIS LUPINUS NANUS O'CONNORS LEGUME S 98 % 85 % •�'% • HYDROSEEDMiX TURF --- SEE SPECIFICATIONS cop _ REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST -� a Q TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION 25. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW IS REQUIRED. --- PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY HYDROSEED MIX 'MEADOW' GROUNDCOVER SEE SPECIFICATIONS LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT MATERIAL. TREES: C" 2 11. ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ON 26 ALL ROOT CONTROL PLANTERS TO BE INSPECTED BY THE CITY PROJECT PLANNER 6' BRANCHING HT. . THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. PRIOR TO BACKFILLING. 5 GAL. TREES: SINGLE STAKED PER DETAIL. PA PLATANUS ACERiFOLIA LONDON PLANE TREE 24' BOX MATCHED STANDARDS MEADOW SEED MIX - AVAILABLE FROM PECOFF 15 GAL. TREES: DOUBLE STAKED PER DETAIL. BROTHERS NURSERY 6' BRANCHING HT. MATCHED STANDARDS - _�" 24" BOX OR LARGER TREE: GUYED PER DETAIL. - 27. AND SEED INC. ESCONDIDO, CALIFORNIA (619) 744-3120. 1b: CC CINNAMOMUM CAMPHOR CAMPHOR TREE 24' BOX & 15 GAL. W/ROOT CONTROL PLANTER `l�-,L I,,II�( RANCHO CUCAMONGA GROUNDCOVER MIX #45 MODIFIED. PC BETWEEN CURB & WALK SEE DETAIL E APPLICATION RATE: 2,000 LBS/ACRE FIBRE MULCH PiNUS CANARIENSiS CANARY ISLAND PiNE 24' BOX & 15 GAL. @ 30'-0' O.C. 50 LBS/ACRE CPA-4000 HUMECTANT 45 LBS/ACRE SEED MIX 28. INSTALLATION OF HI I I ERINGS GRASSRINGS MAT PROCEDURE Loosen existing compacted sub-soft,by Oft or ripping. Excavate proposed paved area to depth of reoont"rended base course+1.5. Recompact sub-soil to between 90-95%Proctor. 5 GAL TREE C/ Place TENSAR SS-1,geotextite material,over sub-sof(below base course),b prevent mixing of base with cub-sdl. Lass excavation and base material can be required also. Place sandy gravel(Ref.AASHTO Class 6)per depth recommended(same as for asphalt)by registered Geotechnld Enginesrb accommodate designed loads. * NOTE: ALL JACARANDA MIMOSiFOLIA, KOELREUTERIA Spread AGROSOKE at 1 LB per 250 SF for grass sod,or 1 LB per 125 SF for grass to be seeded,and rake Into surface of base coum. BIPIN NATA CIN NA MOM U M CAM PHORA AND PLATA N US . / Those application rates are designed to balance water use with adaoont turf areas. It water conservation Is desired,apply ' ' `-c AGROSOKE at rate of t LB per 50 SF(or 3 LB per CY),and rete-fill into soil,prier to seeding or sodding. ACERIFOLIA TREES TO BE TAGGED BY LANDSCAPE Finish grade of base course and compact to maximum of 95%Proctor(90%Min.),to 1.5'less than Final Finish Grade. - wt"^�r rK�� ` • 1^s �''� �� WARNING: DO NOT PLACE TOPSOIL BETWEEN BASE COURSE AND MATT THE MATS WILL NOT PEAFOflu, ARCHITECT. AND DAMAGE OR INJURY TO USERS COULD RESULT. Place GRASSRINGS mat over base course,with netting down and rings up,after irrigating base course with two cycles of 20...If a each, 4-Z,9 -87 MISC. R -Vi 5101 5 N� 20 minutes apart,to fully saturate AGROSOKE. Lay mats side by side. Do not overlap rings Maintain spacing of mats equal to,or less I than,spacing of rings. Use scissors,or sharpknife to cut netting and shape mat as needed. 9 P Si M mat is on slope or indino,use long(8'*)pins or staples to anchor mat. � N WARNING: ' MAINTAIN MAXIMUM OF 0.5 INCHES OF SOIL OVER TOPS OF RiNGS. ADOiTIONAL SOIL WILL - zt� ��C� PREVENT THE RINGS FROM WORKING PROPERLY. IF SOIL DEPTH IS BETWEEN 0.0 - 0.5-, TOPORESSING wV_I f�4 t►�iv1��1'I r WITH CLEAN, SHARP, FlN6 SAND MAY BE NECESSARY TO KEEP RINGS COVERED. A APPROVED F-+11`► '`�� Option C-Seeding 6 Sprigging: If Installing grass by sewing,or hydroseedfng, first fill the rings with clean down sand(0.5-2Amm) - `n _�`I -TI `� �{�(Li-" t,a.►6 flush with tops of rings,using broom to expose top edge of rings. Broadcast or hydroseed the seedbed per normal application rates,and CITY O F RANCHO CUCAMONGA l p� � Q mulch the area with a cellulose fiber type mulch to cover and protect the seed. Irrigate as needed to prevent seed from drying out. After r ;! 4 1pq= I w � ` ,�. the third mowing of seeded or sprigged areas,apply two lopdrossings,4 weeks apart,of fine sand-0.25'thick to cover rings and provide fes' for root system to grow over rings. 2 10 4e WARNING: IF GRASS IS SEEDED, KEEP TRAFFIC OFF SURFACE FOR 8 WEEKS, MINIMUM. VICTORIA GROVES r'INISH GI��{ - kkftrTM:;k appfcaffans, Once per year,apply micro-nutrient fertilizer,such as RINGS PLUS,per manufachrror•s instructions. For eller fertilizer STR EETS CA PE use lertilizer(s)best for grass species used. ' Apply water,herbicides,and insecticides as needed to assure healthy turf. m Daaged areas can be repaired by cutting bad area with sod-cutter,taking rings and sof,removing spoiled bass counts,replacing whh dean _ base and reconstructing in sequence as if new. O X P NDSCAPE DETAILS, LEGEND & SPECIFICATION 2 PREPARED FOR. 1 PREPARED BY: �. o.c, Flu, / - FAXIK-) DATA F p7 3PCrT1r ENorWsw - &,&6MORSE N LILTING GROUP DEahON I��MORSE CONSULTING GROUPAaGDweMENDiGCOS S.L. i/`�Inft.. .�.�Art� PLANNING •ENGINEERING•LANDSCAPE ARCNITECTVRE LYON D ROOT CONTROL PLANTER E �DB NO. 40- (Aa JRF"R�IH 1� �/� A� OAr►WN fares[ m. ronr. rYrDrrtt ateatT r INE 1 ll�l 41860 IRVINE BOULEVARD, SUiTE#t201 WeWILLIAM S.L. SLJOB NO. 240-00 IRVINE,CALIFORNIA 92714-1299 LYON &m arr t 28 c`-31 - iRViNE (714) 730.7117 PALM DESERT $540 ARCNMALD iU1TE f3 Ce-41Mexa0 -rr7 RANCHO CUCAMONGA, CALWORN1A 91730 J•`S• OATS �� -L IRRIGATION SPECIFICATIONS ..-.•=� IBEICAT ION SYSTEM -__ __-- 4. Before the date of the final site review, the Contractor shall 4. Approval of any item as a substitution or alternate Is for design 3. A I I p.v.c. pipe oast bear the fo 11 ow i ng Markings s transfer all Information from the "as-built" prints to a septa mylar only, based on information or samples provided by the Contractor. a. Manufacturer's name PART_ I - GENERAL or similar mylar material procured from the Architect. All work shall be in waterproof India ink and applied to the mylar by a technical pen 5. Contractor shall be responsible for the total performance of such made expressly for use on mylar material . Such pen shall be similar substitution to equal or surpass the original in every respect. b. Nominal pipe size 1 .01 DESCRIPTION to those manufactured by Rapidograph, Kueffel d Esser, or Faber Castell . The dimensions shall be made so as to be easily readable 6. If the substitution proves to be unsatisfactory in the opinlon of the c. Schedule or class A. Scope of Mork: Provide all labor, materials, transportation, and services even on the final controller chart tree Section 1 .03-C). The original Architect Contractor shall remove such work and replace it with necessary to furnish and install Irrigation Systems as shown on the mylar "as-built" plan shall be submitted to the Architect for approval originally specified Item ( including installation) as part of the work d. Pressure rating to A.S.T. (oat required on drip tubing) drawings and described herein. prior to the making of controller chart. of this section. e. NSF (National Sanitation Foundation) approval trot required on 1.02 QUALITY ASSURANCE d REQUIREMENTS 5. The Contractor- shall dimension from two permanent points of reference, 8. The Architect shall have the sole responsibility for accepting or rejecting drip tubing) A. Permits and Fesss The Contractor shall obtain and pay for any and all building corners, sidewalk, or road intersections, etc., the location any substituted (tem as an approved equal to equipment and materials listed f. Date of extrusion permits and all inspections as required. of the following items: on the irrigation drawings and spec ifIcations. 8. Manufacturer's Directions: Manufacturer's directions and detailed drawings a. Connection fro existing water lines. 1.06 GUARANTEE 4. Solvent cement and primer for p.v.c. solvent-weld pipe and fittings shall be followed on all cases where the manufacturers of articles used in shall be of type and installation method prescribed by the this contract furnish directions covering points not shown in the drawings b. Connection to existing electrical power. A. The guarantee for "a sprinkler irrigation system shall be made in manufacturer. and specifications. • accordance with the following form. The general conditions and 5. Copper Pi • c. Gate valves. supplementary conditions of these specifications shall be filed with the app pe b Fittings. C. Ordinances and Regulations: All local, municipal and state laws and rules Owner or his representative prior to acceptance of the irrigation system. and regulations gon •governing or relating to any portion of thiswork are d. Routing and/or directional turns of sprinkler pressure lines a. Pipe: Type K, hard tempered hereby Incorporated into and made a part of these specifications, and their (dimension max. 100' along routing) 8. A copy of the guarantee form shall be included in the operations and provisions shall be carried out by the contractor. Anything contained in maintenance manual. b. Fittings: wrought copper, solder Point typo Sint these specifications shall not be construed to conflict with any of the e. Sprinkler conrol valves. - C. The guarantee farm shall be retyped onto the Contractor's letterhead and c. Joints shall be soldered with silver solder, 49,5 silver, 15%above rules and regulations or requirements of the same. However, when fRt these specifications and drawings call for or describe materials, . outing of control wiring. contain the following information: copper, 16% zinc, 24% cadmium, solidus at 1125 F. and liquidus at 1145 F. workmanship, or construction of a better quality, higher standard, or ' the g. Quick coupling valves. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM larger size than is required by the above rules and regulations, provisions of these specifications and drawings shall take precedence. 6. Brass Pipe b Fittings: h. Other related equipment as directed by the Architect. We hereby guarantee that the sprinkler irrigation system we have furnished D. Superintendent= 6. On or Before the date of the final site review, the Contractor shall and installed Is free from defects in materials and workmanship, and the a. Brass pipe shall be 85% red brass, American National Standard work has been completed in accordance with the drawings and s ecifications Institute (ANSI), Schedule 40 'screwed pipe. 1 . A superintedent satisfactory to the Owner's Representative shall be deliver the corrected and completed sepias to the Architect. Delivery ordinary wear and tear and unusual abuse or neglect excepted. We agree to present on the site at all times during progress of the work. of the sepias will not relieve the Contractor of the responsibility of repair or replace any defects In material or workmanship which may develop b. Fittings shall be medium brass, screwed 125 pound class. furnishing required information that may be omitted from the prints. during the period of one year from the date of acceptance and also to 2.03 ELECTRICAL (HIGH VOLTAGE) 2. The Superintendent shall not be changed except with the consent of the repair or replace any damage resulting from the repairing or replacing of C. Controller Charts: Owner's Representative. such defects at no additional cost to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the A. All high voltage electrical service required for automatic controller and 3. The Superintendent shall be authorized to represent the Contractor. 1 . As-built drawings shall be approved by the Architect before controller Owner, after receipt of written notice. in the event of our failure to other equipment noted on drawing for irrigation system will be provided by charts are prepared. make such repairs or replacements within a reasonable time after receipt of others. Irrigation Contractor shall make final connection to automatic E. Explanation of Drawings: written notice from Owner, we authorize the Owner to proceed to have said controller. 2. Provide one controller chart for each controller supplied, repairs or replacements made at our expense and we will pay the costs and 1 . Due to the scale of drawings, it is not possiDls to indicate all charges therefore upon demand. 8. Provide approved type enclosure for meter, similar to (fiat manufactured by 3. The chart shall show the area controlled D the automatic controller Myers Electrical Products, Inc. (213) 724-0450, model as specified on offsets, fittings, sleeves, etc., which may be required. The and shall be the maximum size which the controller door will allow. PROJECT: drawing. Enclosure shall be of adequate size to house automatic controller contractor shall carefully investigate the structural and finished specified on drawing. Enclosure shall be zinc coated steel, minimum 12 conditions affecting all of his work and plan his work accordingly, furnishtn such fittings, etc., as m be required to meet such 4. The chart is to be a reduced drawing of the actual as-built system, of LOCATION: gauge thickness. Cabinet shall be protected against corrosion in g g a maximum size that will fit inside controller housing, double sided accordance with U.L. 50, Cabinets and Boxes, Section 13. Exterior covers conditions. Drawings, are generally diagrammatic and indicative of g• to be minimum 14 gauge steel and shall have padlocking provisions. the work to be installed. The work shall be installed in such a If required for readability. manner as to avoid conflicts between irrigation systems, planting and 5. The chart shall be a blackl Ins or blueilns ozalId print and a SIGNED: the use shall be a hinged type, 16 gauge minimum, and shall not penults the use of installation or servicing. All factory installed components architectural features. different color shall be used to indicate the area of coverage for shall be U.L. listed. All factory Installed conductors shall be copper, each station, using pastel or transparent colors. ADDRESS: size and type to conform to NEC and U.L. requirements. Enclosure shall be 2. The word Architect as used herein shall refer to the Owner's furnished with a detachable sub-base with 1/2 inch diameter bolts. authorized representative. 6. When completed aid approved, the chart shall be hermetically seated Mounting bolts shall not be visible outside the enclosure after between two pieces of plastic, each piece being a minimum 20 mils. installation on sub-base. Enclosure finish shall consist of one coat zinc 3. All wok called for on the drawings by notes or details shall be PHONE: chromate primer and two coats baked enamel paint. Finish shall conform to furnished and installed whether or not specifically mentioned in the 7. These charts shall be completed and approved prior to final acceptance California Department of Transportation Specifications, Section 86-2.16. specifIcatlons. of the irrigation system. DATE OF ACCEPTANCE: Color of paint shall be color number 14672 of Federal Specification 595. 4. The Contractor shall not willfully install the irrigation system as D. Operation and Maintenance Manuals: C. Electrical equipment Installed outside building shall be NEMA 4 type. shown on the drawings when it is obvious in the field that obstructions,grade differences or discrepanc,les in area dimensions I . Prepare and deliver to the Architect within 10 calendar days prior to 0. All connections between electrical services and equipment shall be in •rigid exist that might not have been considered in engineering. Such completion of construction, two hard cover binders with three rings galvanized electrical conduit, with conduit and wiring size as required. obstructions or differences should be brought to the attention of the containing the following information: Owner's authorized representative. In the event this notification is FORT_2.- PRWIIffS not performed, the Irrigation contractor shall assume full a. Index sheet stating Contractor's address and telephone number, 2.01 MATERIALS responsibility for any revision necessary. list of equipment with name and addresses of local manufacturer's 2.04 ELECTRICAL (LOW VOLTAGE) representative. A. General: Use only crew materials of brands and types noted on drawings, 5. Mork of this Section which is allied with the work of other trades specified herein, or approved equals. A. Connections between controller and remote control valves shall be made with shall be coordinated as necessary. D. Catalog and part sheets on every material and equipment installed direct burial AWG-UF, 600 volt wire, insulation thickness 3/64 Inch, under this contract. 2.02 PIPE Q FITTINGS utilizing law density high molecular weight polyethylene insulation. F. Underwriters Laboratories= Electrical wiring, controls, Motors, and devices shall be U.L. listed, and so labeled. c. Guarantee statement. BSplices, where permitted, shall be waterproofed using Rain Bord, Pen-Tito A. Pressure Main Line Piping and Ftttingss Sizes 2-i/2 inches or larger shall . Connectors or (usable heat shrinking tubing, and housed In a box. Boxes 1 .03 SUBMITTALS d. Complete operating and maintenance instruction on all major be class solvent weld type o (as a contractor option) rubber for other irrigation use may be utilized for this purpose. equipment. gaskketet type, ype, unless s s otherwise noted on drawing. ing. A. Material Lists C. Wire sizing shall be as noted on drawing. Where the use of cable wiring Is • 2. In addition to "a above mentioned maintenance manuals provide the Schedule 40 p.v.c.B. Pressure Main Line Piping and Fittings: Sizes 2 inches and smaller shall De noted, It shall be type "UF" 600 volt underground cable, equipped with the 1. The Contractor shall furnish the articles, equipment, materials, or Owner's maintenance personnel with instructions for majorr number of control wires noted on drawing. All control wires shall be 118, processes specified by name in the drawings and specifications. No and show evidence on writing to the Architect at the conclusion of the C. Non-pressure IInes shall be p.v.c. class 200. with the common wire 214 white, and all others a different color. substitution will be allowed without prior written approval by the project that this service has been rendered. Architect. D. All pipe and fittings shall conform to specific requirements as follows: 2.05 GATE VALVES 2. Complete material list shall be submitted prior to performing any E. Equipment to be Furnished: A. 3 Inches and smaller (unless otherwise noted on Drawings): ASTM 862 brass work. Material list shall include the manufacturer, model number and 1 . P.Y.C. (Solvent Weld or Rubber Gasket) 1 . Supply � part of this contract the following tools: body, 150 pound saturated steam rated; with screwed joints; non-rising description of all materials and equipment to be used. a. Pipe: Manufactured from virgin polyvinyl chloride compound in stem; screwed bonnet, solid disc. Provide with handwheel . 3. Equipment or materials Installed or furnished without prior approval a. Two sets of special tools required for removing, disassembling accordance with ASTM D 1784 or ASTMD 2241', cell classification of the Architect may be rejected and the Contractor required to remove and adjusting each type of sprinkler and valve supplied on this 12454B, hydrostatic design stress rating not less than 2,000 such materials from the site at his own expense. project. P.S. I. 4. Approval of any item, alternate or substitute indicates only that "a b. 'Two keys for opening veIve boxes. D. Fittings (solvent weld or thread): Standard weight, schedule 40, product or products apparently meet the requirements of the drawings side gated, injection molded p.v.c. complying with ASTM D 1784, and specifications on the basis of the information or samples e. One 36 inch sot'l probe, Oakfield Model B. cell classification 13454B, including threads when required. submitted. d. Two keys for each automatic controller. c. Fittings (rubber gasket): Schedule 40 Injection threaded outlets 5. Manufacturer's warranties shad not relieve the Contractor of his shall be required, with stainless steel bands and support liability under the guarantee. Such warranties shall only supplement e. One quick-coupler key and matching hose swivel and globe valve gussets. All tees and ells supported with an angle brace as a the guarantee. for every five, or fraction thereof, valves installed. part of fitting. Similar in all respects to those manufactured by Flo-Seal, installed in full accordance with manufacturer 2. The above mentioned equipment shall be turned over to the Owner at the recommendations. B. Record and As-Built Drawings: conclusion of the project. Before final acceptance can occur, " evidence that the Owner has received material must be shown to the 2. P.v.c. Nipples shall be schedule W with molded threads. 1 . The Contractor shall provide and keep up to date and complete as- • built" record set of blue-line ozalid prints which shall be corrected Architect. daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes, and kinds of 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING Off SCRIPTION OF REV1910 ATE ArMovtV equipment. Prints for these purposes may be obtained from the A Handling of P.V.C. Pi and Fittings: Architect at cost. This set of drawings shall be kept on the site and aPe gss The Contractor Is cautioned pto e CITY OF RANCHO C UC AM O N G A shall be used only as a record set. exercise care in handling, loading, unloading, and storing of p.v.c. pipe and fittings. All p.v.c. pipe shall be transported in a vehicle which 2. These drawings shall also serve as work progress sheets and shall be allows the length of pipe to Ile flat so as not to subject it to undue bending or concentrated external load at an oint. An section of pipe VICTORIA GROVES drawings shall be available at all times for site reviews and shall be the basis for measurement and payment for work completed. These that has been dented or damaged will be discarded y ded and ,ifinstalled, shall STF� E ETSCA PE kept in a location designated by the Architect. Should the record be replaced with new poring. blueline as-built progress sheets not be available for review or not 1.05 SUBSTITUTIONS up to date at the time of any site reviews (refer to Section 3.02-B-3 6-30_86 Observation Schedule), it will be assumed no work has been completed A. if the Irrigation Contractor wishes to substitute an 1 or IRRIGATION SPECIFICATIONS and the Contractor will be assessed the cost of that site visit at the materials for those equipment or materials Itsted on ythe�trr atio • current billing rate of the Architect. No other inspections shall g mPR E PARED B Y PREPARED FOR: drawings and specifications, he may do so by providin the followin A �tD DATA S 7 take p I ace prior to payment of that assessment. Information to the Architect for approval : g g cm ENolNE:A w.c.t, ND. ='Z 387 3. The Contractor shall make neat and legible notations on the as-bu i I t DEEyoN AEcoMMENo.c I. Provide a statement indicatin "a reason for makin the substitution MORSE CONSUL?7NG GROUP A.I.C. MORSE CONSULTING GROUP progress sheets dally as the work proceeds, showing the work as Use a separate sheet of paperforeach Item ,to be substituted. /�Pu ► .r,�„rm:n�,c.L.HuscArtxrrccru� L �p�i�gs actually installed. For example, should a place of equipment beFVOWPLAMWNGLYO N i nsta I l ed In a location that does not match the plan, the Contractor •ENGINEERING•LANDSCAPE ARCHITECTURE •°••,,"°,`•" 2. Provide descriptive catalog literature, a DRAWN waw ='�' ,."""s' . r,u.onr„ BMEWT must indicate that equipment has been relocated in a graphic manner so P a9 , p rformance charts and fl charts for each item to be substituted. 4860 IRVINE BOULEVARD, SUITE#201A.I.C. JOB NO. 240-00 as to match the original symbols as indicated in the irrigation IRVINE, CALIFORNIA 92714-1299 WILLIAM LYON 2s CW--I- legend. The relocated equipment and dimensions will then be IRVINE (714) 730.7117 PALM DESERT �???`2CT?L ll transferred to the original as-built Ian at the proper time. 3. Provide the amount of Dost savings If the substituted item i c"ED - �"•`""^'E '''r g P P p i1, approved. •S40 ARCNALD sU1Tf s RANCHO CALWORN1A •1730 A.I.C. OATS I ob'S 2. Coordinate installation of piping and wires under paved areas with B. Testing of Irrigation System: 2.06 QUICK COUPLING VALVES B A. Two place type brass body, 150 pound class, with 3/4 Titch female threads 1 . Contractor shall be responsible for notifying the Architect in advance 1. Test all pressure lines under hydrostatic pressure of i50nds per opening at base, permitting operation with a special connecting device for the following observation meetings, according to the time E. Assemblies: square Inch, and prove watertight. P� (coupler) designed for this purpose. indtcateds _ 1 . Routing of sprinkler irrigation lines as indicated on the drawings Is Z. Testing of pressure main lines shall occur prior to installation of J � 1. Coupler threads: lug type a. Pre- ob conference - 7 days diagrammatic. Install Imes (and various assembiles) In such a manner electric control valves, quick couplers or any other equipment that as to conform with the details per plans. might prevent a proper test from being performed. 2. Hinge cover: Provide with rubber-like vingf cover. b. Pressure supply Ilrte Installation and testing - 48 hours 2. Install NO multiple assemblies in plastic lines. Provide each 3. All1 in under .07 CHECK VALVES • c. Automatic controller installation - 418 hours assembly with its own outlet. P P 9 paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch, and proved watertight, prior ' d. Control wire installation - 48 hours 3. Install all assemblies specified herein in accordance with respective to paving. A. Swing check valve, 2 inches and smaller on non-pressure lines: bronre or detail. In absence of detail drawings or specification pertaining to 4. Sustain pressure in Imes for not less than 2 hours. If leaks plastic construction, 100 pound s.w.p. female i.p.s. e. Lateral line and sprinkler installation - 48 hours specific items required to complete work, perform such work in develop, replace Joints and repeat test until entire system is proven accordance with best standard practice, with prior approval from watertight. 8. Antidraln valve: plastic construction, with soft composition disc, f. Coverage test - 48 hours Architect. stainless steel internal parts. Spring tension adjustable from 4 p.s. t. to S. All hydrostatic tests shall be made only In the presence of the 15 p.s. t. Valve may be an integral part of sprinkler head. g. Final site review - 7 days 4. P.v.c. pipe and fittings shall be thoroughly cleaned of dirt, dust and Architect, or other duly authorized representative of the Owner. No moisture before installation. Installation and solvent welding pipe shall be completely backfilled until it has been inspected, 2.08 BACKFLOW PREVENTION UNITS2. When observations have been 'conducted by other than the Architect, methods shall be as recommended by the pipe and fitting manufacturer. tested and approved in writing. .v.c. to metal connections show evidence in writing of when and by whom these observations were 5. On A. Backflow preventorz type specified on drawing, equipped with gate valves made. p , the Contractor shall work the metal 6. Furnish necessary force pump and all other test equipment. and field test cocks. connections first. Teflon tape or approved equal shall be used on all No site observations will commence without as-built drawings. threaded p.v.c. to p.v.c., and on all threaded p.v.c. to metal Joints. 7. When the rinkler Irrigation system Is � 8o a strainers at backflow prevention rinTts shall be 125,1 class cast brass 3. In the Light wrench pressure is all that is required. Where threaded p.v.c. � g r completed, perform a cover � P event the Contractor calls for a site visit without as-built drawings, test in the presence of the Architect, to determine If the water with 40 mesh monel screen, unless otherwise noted on drawing. connections are required, use threaded p.v.c. adapters into which the coverage for planting areas is con without completing previously noted corrections, or without preparing 9 P g plate and adequate. Furnish all the system for said visit, he shall be responsible for reimbursing the pipe may be welded. materials and perform all work required to correct any inadequacies of 2.09 AUTOMATIC CONTROLLER Architect at his current billing rates per hour, portal to portal, coverage due to deviations from plans, or where the system has been 6. Install backflow assemblies in shrub areas at minimum height permitted willful ) installed as indicated on the drawings when it is obvious) (plus transportation costs) for inconvenience. No further site visits y A. Type: fully automatic operation, capable of operating the number of P by local code. inadequate, without bringing this to the attention of the Architect• stations and type indicated on Drawings. will be scheduled until this charge has been paid and received. • YP 9 7. This test shall be accomplished before any ground cover is planted. 1 . Wall mount to a housing with locking hinged cover. C. Final Observation Prior to Acceptance: Quick coupling vaivesz Unless otherwise indicated, locate valves type g g g within 12 inches of hardscape. S. Upon completion of each phase of work, entire system shall be tested 1 . The Contractor shall operate each stem In Its entirety for the and adjusted to meet site requirements. op � � 8 Backflow prevention unit and controllers: Verify exact location with 2. Fuse and chassis ground all controller components. Architect at time of fanal observation. A items deemed not Any the Owner's Representative. 3. Provide UL approved on/off switch and electrical outlet for 115 volt acceptable by the Architect, or not in compliance with these 9. Low voltage wiring under paving shall be tested for continulty,. prior electrical service. Locate inside housing. specifications and drawings, shall be reworked to the complete F. Electrical Supply: to paving. satisfaction of the Architect. 2.10 REMOTE CONTROL VALVES Z. The Contractor shall show evidence to the Architect that !fie Owner has 1 . 115 volt electrical service for automatic controllers shall be 3.06 14AINTENANCE - rovided for bothers A. Valve type: spring-loaded, pack Iess diaphragm act ivated, normpy . I closed received all accessories, charts, record drawings, and equipment as A. The entire sprinkler irrigation system shall be under full automatic type with brass body, equipped with flow control and pressure regulation required before final observation can occur. 2. Low voltage wiring shall be placed -In the same ditch and along side of operation for a period of seven days prior to any planting. capabilities when noted. D. Physical layout: main I Ines unless otherwise approved. B. The Architect reserves the right to waive or shorten the operation period. - So Valve solenoid: 24 volt a.c. 4.5 watt maximum, 500 milli-amp maximum surge, 1 . All piping or i shown di rammaticail on drawings outside 3• When more than one wire is placed in a trench, tape wires together at 3.07 CLEAN, corrosion-proof, stainless steel construction, epoxy encapsulated to forma p P g e y g maximum 12 feet on center. single integral unit. planting areas . shall be Intal led inside planting area whenever possible. A. Clean-up shall be performed as each portion of the work progresses. Refuse 4. Provide a 12 inch expansion loop at each connection and directional and excess dirt shall be removed frau the site, all walks and paving shall C. Provide bleeder valve to permit operation in the field without parer at the 2. Prior to installation, the Contractor shall stake out at pressure change. be broomed or washed down, and any damage sustained to the work of others controller. supply livres, routing and location of sprinkler heads. shall be repaired and work returned to its original condition. 5. Use continuous wire between controller and remote control valves. • 2.11 SMALL LAWN SPRINKLER HEADS 3. All layout shall be approved b Architect prior to installation. Except as otherwise approved, do not splice wire at any point. All 3.08 OPERATING INSTRUCTIONS aPPr y P approved splices shall be enclosed in an acceptable box. A. Sprinklers shall be similar in all respects to type noted in legend on 3.03 INSTALLATION A. The Contractor shall be required to train Owner's maintenance personnel In drawing. 6. Each controller sfi ail be provided with separate ground wire. proper operation of all major equipment. Provide written evidence of the A. Generals t:. Automatic Controller: person or persons so trained to the Architect. B. Heads shall have screw adjustments. C. Nozzle shall rise a minimum of four inches. 1. All plastic pipe and fittings shall be installed in complete accord 1 . Install as per manufacturerts instructions. Remote control valves with manufacturer instructions for same. shall be connected to controller in numerical sequence as shown on the D. Body shall be equipped with a built-tn check valve. drawings. 2. It gasket type pipe and fitting are used, provide concrete thrust 2.12 ROTARY SPRINKLER HEADS blocks at each change of direction and at terminal points of all M. Flushing of System: rubber gasket piping. Block in accord with pipe manufacturers A. Type: gear driven, with pop-up sprinkler heads Instructions. 1 . After all new sprinkler pipe lines and risers are In place and connected, all necessary diversion work has been completed, and prior 3. Line Clearance: All lines shall have a minimum clearance of 6 inches to installation of s rinkler heads the control valves steal ) be opened 8. Part circle heads shall have variable art setting capability. p , from each other and from lines of other trades. Parallel lines shall and full head of water used to flush out the system. 2.13 SMALL SHRUBBERY SPRINKLER HEADS not be installed directly over one another. 2. Sprinkler heads shall be Installed only after flushing of the system P p type ng 8. Trenching: has been accomplished to the complete satisfaction of the Architect. A. Sprinklers shall be similar In all respects to noted on drawl i• 8. Where noted, pop-up type body shall be used, with height as noted to legend 1 . Excavate trenches to requ fired depths. Follow approved layout for each Sprinkler Heads: on drawing. system. 1 . Install the sprinkler heads as designated on the drawings and In C. When noted, body shall be equipped with a built-in check valve. 2. Trench bottom shall be fiat to ensure piping Is supported continuously accordance with their respective detail. on an even grade. 2. Spacing of heads shall not exceed the maximum indicated on the 2.14 VALVE BOXES � P 9 � 3. Where I Ines occur ander paved areas, consider dimension to be below drawings. In no case shall the spacing exceed the maximum recommended A. Valve boxes shall be fabricated from a durable plastic materia! reststent the subgrade. by the manufacturer. to weather, sunlight and chemical action of soils. 4. Provide minimum coverage as follows: J. Valve Boxes: B. The valve box cover shall be secured with a hidden latch mechanism or bolts. a. Pressure supply lines (2-1/2 inches and smaller): 18 Inches 1 . All buried valves and equipment shall be installed with a proper box. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. b. Non-pressure Innes: 12 Inches 2. Fill area under box with a minimum of 3 cubic feet of pea gravel before box is installed. D. Valve box extensions shall be by the same manufacturer as the valve box. c. Control wire: 18 inches 3. Identtficatton tags shall be attached to each remote contra) valve, E. Gate valve boxes shall be round plastic boxes with bolt down covers, AMETEK C. Backfilling: showing number that corresponds with controller sequence. Tags shall be manufactured of polyurethane Behr Desopaid, yellow in color with or approved equal. 1. Buried pipe in trenches shall be center loaded only until all required black letters 2-3/4 inches by 2-1/4 inches. F. Remote control valve boxes shall be rectangular plastic boxes, AMETEK or tests are performed. Trenches shall be carefully backfilled with the approved equal, with bolt-down covers marked with the valve identification excavated materials approved for backfilling, consisting of earth, 4. All boxes shall be permanently marked on top, designating type of number stenciled in 2-inch high letters/numbers using AVERO black, No. 206M loam, sandy clay, sand, or other approved materials, free from large equipment installed therein stenciled in 2" high black letters/numbers paint, or 'approved equal . clods of earth or stones. Backfill shall be mechanically compacted in using AVERO black, NO. 206M paint or approved equal . landscaped areas to a dry density equal to adjacent undisturbed soil G. Twenty-four volt splice box shall be Ametek 12" X 18" plastic meter box in planting areas. Backfill will conform to adjacent grades without 3.04 TEMPORARY REPAIRS marked "S.B." with same paint and color as in "F." above. dips, sunken areas, humps or other surface irregularities. • A. The Owner reserves the right to make temporary repairs as necessary to keep 2. A tine granular materia! backfill will be initially placed on ani the sprinkler system equipment in operating condition. The exercise of Tines. No foreign matter larger than 1/2 inch in size wlII be this right by the Owner shall not relieve the Contractor of his PART 3 ON permitted in the Initial beckflll. responsibilities under the terms of the guarantee as herein specified. 3.01 SITE CONDITIONS OOPDITIONS 3. Flooding of trenches will be permitted only with approval of the 3.05 FIELD QUALITY CONTROL A. All scaled dimensions are approximate. The Contractor shall check and Architect. verify all size dimensions and receive Architect's approval prior to A. Adjustment of the System: 4. If sett i anent occurs and subsequent adjustments In pipe, valves, SATE APMOVED proceeding with work under this section. sprinkler heads, lawn or planting, or other construction are 1. The Contractor shalt adjust all sprinkler heads and valves for optimum B. Exercise extreme care in -excavating and working near existing utilities. necessary, the Contractor shall make all required adjustments without performance and to prevent as much as•possible any oversproy onto CiTY OF RANCHO C U C AM O N G A Contractor shall be responsible for damages to utilities which are caused cost to the Owner. walks and roadways. No spray is permitted on buildings. by his operations or neglect. Check existing utilities drawings for If It is determined that adjustments in the irrigation equipment will 2' VICTORIA GROVES existing utility locations. 0. Trenching and Backfill Order Pavfngs provide proper and more adequate coverage, the Contractor :hall make C. Coordinate installation of sprinkler irrigation materials including pipe, 1. Trenches located under areas where paving, asphaltic concrete or such adjustments prior to planting. Adjustments may include changes STR E ETS CA PE so there will be NO interference with utilities or other construction or concrete will be installed shall be backfilled with sand (a layer 6 in nozzle sizes or degrees of arc, as required. difficulty in planting trees, shrubs, and ground covers. Inches below the pipe and 3 inches above the pipe), and compacted In 3. All sprinkler heads shall be set perpendicular to finished grades 6-30-86 layers to 95% compaction using manual or mechanical tamping devices. unless otherwise designated on the plans and at height and distance IRRIGATION SPECIFICATIONS D. The Contractor shall carefully check all grades to satisfy himself that he Trenches for piping shall be compacted to equal the compaction of the may safely proceed before starting work on the sprinkler Irrigation system. existing adjacent undisturbed soli and shall be left in a firm PREPARED BY: from walks, buildings, etc, as noted. PREPARED FOR: unyielding condition. All trenches shall be left flush with the CITU 3.02 PREPARATION adjoining grade. The Sprinkler Irrigation Contractor shall set In W z p l ace, cap, and pressure test at 1 piping under paving prior to the cm ENDIMM" A. Water Supply: paving work. MORSE CONSULTING GROUP DEetaN A.I.C. M�MORSE CONSULTING GROUP pECOMMENDiC! 1 . The Owner will provide new meters. LYON �� ..°w"••°`••,"•`,`•"'° wu �rt �� PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE wvw_c•ul•'rnwn.�a. DRIAWN item[ mr�.ni� raronar fMitT 2. Spr i nk I er t rr i gat i on system sfi a i I be connected to water supply points 4860 IRVINE BOULEVARD,SUITE#201 A.I.C. 30 31 of connection as indicated on the drawings. O??� ax t B N . 240-00 IRVINE,CALIFORNIA 927141299 Y&WILLIAM LYON� °�_- IRViNE (714) 7347117 PAIJN DESERT 3. Connections shall be made at approximate locations as shown on A.I.C. �11053-t L esso ARcxnsA�o sures s drawings. Contractor is responsible for minor changes caused by RANCHO CUCAMONkiA, CAllFORNIA et�ao o.T. actual site conditions. CONSTRUCTION SPECIFICATIONS 5-030OU"- CONCRETE 3.02 Coordination: Carefully coordinate with all other trades to ensure proper B. Field Touch-up: Surfaces where the shop coat has been damaged shall 1.06 Product handling: Shall be in accordance with Part 1. "General and adequate interface of the work of other trades with the work of this be retouched after. erection using the same system as the original shop Provisions" of the "STANDARD SPECIFICATIONS". 5-03300 - CAST-IN-PLACE CONCRETE Section. prime coating. 1.07 Job Conditions: PART I - GENERAL 3.03 Installation: Installation shall be in accordance with manufacturer's PART 3 - EXECUTION recommendations, and as indicated on drawings. A. Environmetal Conditions: Work shall be performed within range of 1 .01 Scope: Provide labor. materials. equipment" and services necessary for 3.01 Surface Conditions: teir.;►eraturess and in climatic conditions recommended by the manufi.cturer. installation of cast-in-place concrete complete as indicated• and/or scheduled ` PA IT the erawings including formwork and reinforcing in accordance with Section 5-05500 METALS 4 A. Prior to work of this Section. Carefully inspect the installed work PAIT 2 - PRODUCTS 303 of the "STANDARD SPECIFICATIONS". of other related trades and verify that all such work is complete to a 5-05500 - METAL FABRICATIONS point where this installation may properly commence. 2.01 Paint Systems: Shall be in accerdanci with Section 210 of the *STANDARD Related Work Specified Elsewhere: Other requirements of the Cortract SPECIFICATIONS" and as herein sp;!cified. Primers., intermedivte, and finish Documents including, but not necessarily• limited to, pertinent portions ofPART 1 - GENERAL B. Discrepancies: In the event of discrepancy•ft immediately notify the c o.its in each Faint system must be the products of one manufi,cturer, including "STANDARD SPECIFICATIONS" apply to work of this Section as fully as though Landscape Architect. g 9 p y rll e Bated herein. and .vices necessary grinners and coloring agents, unless othrrwi a specified and then the aha P 1.01 Scope: Provide labor, materials. equipment, se ry for , be certified by the manufacturers that they are compatible. installation of metal fabrications complete as indicated on the drawings. 3.02 Installation: Installation shall be in accordance with Section 304-2 � 1.03 Submittals: of the STANDARD SPECIFICATION and as indicated on drawings. 2.02 Factory Mixing: To maximum extent praticable and unless othe-wise 1.02 Related Work Specified Elsewhere: Other requirements of the Contract accepted, factory mix each paint material to color, gloss• and consistency 3.03 Items Of Metal Fabrications: for application. A. Materials List: Submit in accordance with Part 1 "GENERAL PROVISIONS" Documents including.but not necessarily limited to, pertinent portions in of the "STANDARD SPECIFICATIONS".,complete lists of materials proposed "STANDARD SPECIFICATIONS" apply to the work of this Section as fully as thou" ' to be provided under this portion of the Work. � repeated herein. A. Handrails: Shall be of steel piper sizes as indicated on drawings. 2.03 Materials: Paint materials of Dunn Edwards•, Sinclair Paint Co.. Pratt Handrails shall be galvanized after fabrication and before given shop & Lambert Paint Co. except as indicated on drawings where concrete fencing B. Association's Recommendations: Accompa mvfng the Materials list. sumbe mit A. Reinforcing steel for concrete work. prime coat. painted; and Stain materials of DaCompany. Olympian Behr may copies of the Association's current method of instal laticn of the materials a.- used Leon acceptance; however. conformm tto o Company, requirements regardd ing paint and equipment provided under this portion .if t'.e Work. B. Setting of items of steel embedded in concrete. B. "Wrought Iron" fencing shall be steel tubing, sizes as indicated or stain systems specified herein before. PART 2 Products 1.03 Quality Assurance: I on drawings. Shop prime, install and paint as specified herein. PART 3 - EXECUTION C. All Other- Items: Miscellaneous metal items, not specified or 2.01 Materials: Shall be in accordance with Section 201 of the "STANDARD A. Association's Recommendations! The Asspciation's recommended methods listed herein, not specified in other Sections or otherwise provided 3.01 Surface Conditions: SPECIFICATION". of installation, when accepted by the-Landscape Architect shall be the for, but indicated and required by the drawings for a completed pro- A. Prior to work of this Section, carefully inspect the installed work basis for acceptance or rejection of actual installation methods used jest shall be provided. 2.02 Other Materials: All other materials, riot specifically described but in this work. of other related trades and verify that all such work is complete to a required for a complete and proper installation of tl,it wor:: of this Secti-c., R. Codes and Standards: In addition to complying with all pertinent coded point where this installation may properly commence. shall be new,first quality of their respective lands. as selected ty Uic ane' regulations. comply with pertinent recommendations contained in the 5-09900 FINISHES S. Discrepancies: In the event of discrepancy-,, immediately notify the Contractor subject to acceptance of the- Landscape Architect and City of Rancho following: Engineer. Cucamonga 5-09900 - PAINTING PART 3 EXECUTION 1. "Standard Specification For Public Works Construction", 19&5 Edition • 3.02 INSTALLATION: Installation shall be in accordance with Section 310 of Section 206. 210 and 304. PART 1 - GENERAL 3.01 Surface Conditions: the "STANDARD SPECIFICATION% the recommendations of PDCA and as indicated 2. AISC Manual of Steel Construction, latest edition. 1.01 Scope: Provide labora materials, equipment, and services necessi+ry for on drawings. A. Prior to work of this Section, carefully inspect the installed work installation of painting complete as indicated on drawings anti required. of other related trades and verify that all such work is complete to a 3. CAL-OSHA Rules and Regulations. A. Coverage Rates : In no case exceed paint manufacturer's publishe:i point where this installation may properly commence. 1.02 Related Work Specified Elsewhere: Other requirements of the Contract coverage rate based on unthinned material . In event pai'n't is extender! 1.04 Submittals: Documents including,but not necessarily limited for pertinent portions of _ bevond recommended coverage. or "hide" produced is inadequ te. as detennine B. Discrepancies: In the event of discrepancy" immediately notify the "STAOARD SPECIFICATIONS"apply to the work of this Section as fully as though by Landscape Architect, apply one or more additional coats as directed at Landscape Architect A. Shop Drawings: Shall be in accordance with Part 1 "GENERAL PRO11ISIONS" repeated herein. no additional coat to owner. Do not exceed manufacturer's recommended of the *STANDARD SPECIFICATIONS". amount of thinner. Unless otherwise accepted, apply finish coat material 3.02 Installation: Installation shall be in accordance with Section 303-1A. Shop prime coats. as taken from manufacturer's container. = of the "STANDARD SPECIFICATION", as indicated on drawings and as follows: B.• Material Lists: Accompanying the Shop Drawings, submit a complete list ! of all materials proposed to be provided under this portion of the work. ' B Factory finishes. 3.03 Paint Schedule: Surfaces shall be painted and/or finished in accordance A. Concrete Walks and Mow Strips: Shall be as indicated on drawings s with giving manufacturers's name. catalog number. and catalog cut for each j with the following procedure for the surface and finish desired thereon: finish as shown. - item where applicable: 1.03 Materials Not To Be Painted: Following surfaces are not to receive B. All concrete fencing and handrail pipe shall be set as indicated on painter's finish: A. Exterior Surfaces: drawings C. Manufacturer's Recommendations: Accompanying the Materials list, submit copies of the manufacturer' s current recommended method of installation. A. Work having complete factory finish other than prime coat. 1. Ferrous Metal : 3 .03 Cleanup: Adequately protect all work from damage by subsequent construction operations. Damaged work shall be refinished or replaced. Upon 1.05 Product Handling: Shall be in accordance with Part 1 "GENERAL PROVISIONS" B. Aluminum, stainless' steel. brass. bronze. and plated finished .metals 1st Coat Chrome Oxide Primer completion of work-. rutrbish, excess materials. equipment shall be immediately of the "STANDARD SPECIFICATIONS". (not zinc or cadmium) . 2nd Coat Sash and Trim Primer removed from the site, leaving the areas acceptably clean. 3rd Coat Sash and Trim Enamel 1.06 OSHA Requirements: Handrails and post combinations shall meet the 1.03 Quality Assurance: following OSHA requirements that they shall be capable of withstanding b 2. Concrete Fencing: load of at least 200 pounds in any direction at any point on the rail . L A. Association's Recominernlations: The Association's recor.m ended rir�2lods 5-02836 - PRECAST CONCRETE FENCING 1st Coat Pro-Kote 202-60 Concrete Paint PART 2 - PRODUCTS acceptance or rejection of actual installati � of installation. when accepted by the,En-jinee:•-r shall be the Ila:,is for 2nd Coat Pro-Kote 202-60 Concrete Paint PART 1 - GENERAL on .methods used in this wo"r+c. 2.01 Materials: Shall be in accordance with Section 206 of the "STANDARD B. Codes and Standards• In addition to Complying with all pertinent coded V. Colors: as noted an drawings and approved by Landscape Architect 1 .01 Scone: Provide labor. materials. equipments and sc��iices necessary for SPECIFICATION" and as follows: and regulations. comply with pertinent recommendations container; in 3.04 Cleanup: Adequately installation of precast concrete fencing complete as indicated on drawings. Ru y protect all work from damage by subsequent A. Anchors set in drilled holes in concrete for securing miscellaneous following: .w construction operations. Damaged work shall be refinished or replaced. 1.02 Related Work Specified Elsewhere: Other requirements of the Contract metal thereto, where shown or, noted as "expansion bolts" shall be "Phillips " « Cleaning shall be in accordance with "STANDARD SPECIFICATIONS". Upon Documents including.but not necessarily limited to, pertinent portions of Red Head" or "Wej-It"- with hexagonal heads. 1. Standard Specification For Public Works Construction", 19% Edition completion of work, rubbish, excess materials and equipment are to be "STANDARD SPECIFICATIONS" apply to the work of this Section as fully as though Sections 210 and 310. removed from the site, leaving areas acceptably clean. repeated herein. B. Shop Primer: Equal to Tnemec Company #10-1009" grey primer over surface 2. Painting and Decorating Contractors of Amcrica (PDCA). "Architectural A. Cast-'in-place Concrete. preparation SSPC-SP1. Specification Manual". published and distributed by t;le Chapter at � . 2.02 OTHER MATERIALS: All other materials, not specifically described but Seattle, Washington. required for a complete and proper installation of the work of this Section, 3. Local anti-pollution requirements. 1.03 submittals: shall be new, first quality of their respective kinds, and subject to acceptance of the Engineer. 1.05 Submittals. A. Material Lists: In accordance with Part 1 "General Provisions" of the 2.03 Fabrication: « « "STANDARD SPECIFICATIONS" submit a complete list of all materials and A. Material lists: In acro„.submit a complete list of all materials dance with Part 1, GENERAL PROVISIONS of equipment proposed to be provided under this portion of the work. giving A. The fabrication and erection of prefabricated metalwork shall conform the STANDARD SPECIFICATIONS manufacturers's name, catalog number, and catalog cut for each item where to the provisions of the "Cnde of. Standard Practice for Steel Buildings proposed to be provided under this portion of the work. giving applicable. � � and Bridges"- and the "Specifications for the Design, Fabrication arn•+ manufacturers s name. catalog numbers and description for each item where S " g s applicable.• including primers, thinners-,, and coloring agents. Identify Erection of Structural Steel for Buildings", in the latest edition of B. Manufacturer's Recommendations: Accompanying the Materials List, submit \ the "Steel Construction 41anual " by the American Institute of Steel surfaces to receive various paint materials. Make no deviation from copies of the rrianufacturer's current recommended method of installation. accepted list. Submit list within 30 days after award of Contract. P Construction. C. Accompying the Materials List, submit for the Landscape Architect's �. General: 8. Association's Recommendations: Accompanying the Materials List. submit Copies Of the Association's current recommended method of installation. acceptance and selection samples in accordance with STANDARD SPECIFICATIONS". 1. For metals which will be exposed to view, use materials which are 1. Before starting work submit 2 samples for acceptance of Landscape 2. Remove blemishes by grinding or filling prior to applying shop 8 . amP P P finishes, including zinc coatings. C. Accompanying the Materials List, submit for the Lands.Arch acceptance Architect. 3. Layout all work in accord with approval shop drawings. and selection samples. Obtain color and gloss selections and instructions 4. Bring all parts together without distortion or shimming, and from Engineer. Using materials from accepted lists prepare and submit N N with hairline joints. 12 square samples of each complete paint finish, leaving 3 wide strips 1.05 Product Handling: Shall be in accordance with Part 1 General Provision along one edge showing each undercoat. Tint each undercoat and paint coat of the "STANDARD SPECIFICATIONS" S. Grind all exposed welds smooth. as specified hereinafter. Engineer' s color selections will be taken from 6. Form bends, where required, smooth, with uniform cross-sections, selected Paint Manufacturer' s Standard Color System; not more than 5 A. Fencing shall be delivered to site palletized or banded and set off without buckling or flattening. exterior colors are required.. , ground _on blocks. C. Welding: D. Final Record Samples and Wet Samples: Prepare record samples of each PART 2 - PRODUCTS 1. Weld all totmections except where indicated otherwise. final paint finish and color on suitable prepared cardboard 8-1/2" x 11" 2. Weld corners and connections continuous and grind all welds, size, cross-referenced with wet samples. Maintain an accurate record by 2.01 Materials: smooth and flush. title and location where each color and finish is used. Prior to final 3. Use care and procedures to minimize lock-in stresses and inspection•, deliver one set of record samples to Engineer together with A. Precast Concrete Fencing: Shall be Rialto Concrete Fence Mfg. Co. . distortion. a 1-gallon wet sample of each finish paint used, each wet sample labeled 211 S. Orange St., Rialto, CA 92376, 714/875-4200 or acceptable equal . as to color. brand, and contents. recast Kentucky oats shall be manufactured with 2.04 GALVANIZING: Shall be in accordance with Subsection 210-3 of the p y Rail Fence. Concrete p "STANDARD SPECIFICATIONS". Items specified to begalvanized shall be DATE KR ED two #4 reinforcing rods. Concrete rails shall be manufactured with one hot-dip galvanized after fabrication in accordance with ASTM A 123. #4 reinforcing rod. Rails and pasts shall be of size. length rail holes ASTM A 154, or ASTM A386, as applicable. Fabricate units complete CITY O F RANCHO C UC AM ON GA as indicated on drawings. All components shall have a compressive strength of not less than 2,000 psi and be manufactured in accordance with Section or in larges practicable sections before galvanizing. Components of 201 of the "STANDARD SPECIFICATIONS" unless accepted otherwise by the bolted assemblies shall be galvanized separately before assembly. Landscape Architect A City of Rancho Cucamun6a. VICTORIA GROVES 2.05 Shop Painting: . 2.02 Other Products: Al I otner products. not specifically described butN STREETSCAPE A . Shall be in accordance with Section 210 of ciao STAfdDARO requir d for a complete and proper installation of the work of this Section, SPECIFICATIONS". Except as otherwise specified in this section or in shall be new, first quality of their respective kinds. and shall bz! asthe project drawings, prefabricated metalwork. except zinc-coated surfaces selected by the Contractor subject to acceptance of the Landscape Architect :ART nd City of Rancho Cucamonga. a..d metalwork to be embedded in concrete or mortar. shall be shop painted. CONSTRUCTION SPECIFICATIONS Surfaces to be welried shall nod be coated within three inches of lobe weld. PREPARED 1=0R•3 - EXECUTION prior to welding. Surfaces shall be throughly dry and clean when the paint PREPARED BY. • is applied. No painting shall be done in freezing or wet weather except. Aw"OV=fl m, 06^1M S 3.01 Surface Conditions: under cover; the temperature shall be above 45 degrees F. but not over err.- ENoiNWIN w.e.s. No. A. Prior to work of this Section, carefully inspect the installed t.o-k 90 degrees F. Surfaces which will be concealed or inaccessible after oetoN iitCOMMENDto of other trades and verify that all such work is complete to the point assembly shall be painted prior to assembly. MORSE CONSULTING GROUPJ.S. MORSE CONSULTING GROUP LMS where this installation may properly commence. LYON •� 1 VffPLANNING •ENGINFF.RING 9 LANDSCAPE ARCHITECTURE "°'""°`"" "° �°' DRAWN «�,.� ww.[ALJF0V"=?141a ►uwwu7 ■mttT B . Discrepancies : In the event of discrepancy.ant immediate) notify the 4860 IRVINE BOULEVARD,SUITE#201 JOB # 240-00 P Y. Y Y �Q Landscape Architect. IRVINE,CALIFORNIA 92714-1299 � WILLIAM LYON (�O?n ami+ `�� 31 c`-31-- IRViNE (714) 730.7117 PALM DESERT GitCKt0 O/IAW I Nt/ IW.. 8540 ARCMTBALD SUITE • J.S. Z.` RANCHO CUCAMONGA. CALIFORNIA 91730 oATt ��-