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HomeMy WebLinkAbout1062-L 1 f . THE LYON COMPANY INC . 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA , CALIFORNIA 91730 SHEET INDEX 1 COVER SHEET TRACT 13052 2' CONSTRUCTION PLAN 3 CONSTRUC11ON PLAN O 4 CONSTRUCTION PLAN 5 CONSTRUCTION DETAILS 6 CONSTRUCTION DETAILS t 7 IRRIGATION PLAN _ - g IRRIGATION PLAN 9 IRRIGATION PLAN 10 IRRIGATION DETAILS 40A=A M01/M -- - 11 TREE & GROUND COVER PLANTING PLAN MORSE CONSULTING GROUP - 12 TREE & GROUND COVER PLANTING PLAN PLANMNG • ENG INEFMNG • LAIWSC"E ARCHUEOURE NAP 13 TREE & GROUND COVER PLANTING PLAN - 4860 IRVINE BOULEVARD, SUITE #201 NAP 14 SHRUB PLANTING PLAN IRVINE, CALIFORNIA 927141299 IRVINE (714) 730-7117 PALM DESERT eASEL Ro�►o 15 SHRUB PLANTING PLAN r 16 SHRUB P_LAN11NG PLAN 17 LANDSCAPE AND IRRIGATIONSHEET KEY MAP SPECIFICATIONS ABBREVIATIONS VICINITY MAP f o AT Ds. DOWNSPOUT INV. . INVERT ELEVATION S. SEWER VICTORIA LAKES NORTH A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX 8. SOUTH A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC SCH. SCHEDULE A.C. ASPHALTIC CONCRETE E.C. END OF CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRADE A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET SHT. SHEET ALT. ALTERNATE E.J. SXPANSION JOINT LT. LEFT ; S.F. SQUARE FOOT, FEET r� ALUM. ALUMINUM? t ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS DESCRIPTION F REVISION GATE APPROVED APPROX. APPROXIMATE E.W. EACH MAY MFG. MANUFACTURER SQ. SQUARE s "Noftwo h" - CITY OF RANCHO CUCAMONGA B.C. BEGINNING OF CURVE EX. EXIST. EXISTING MH. MANHOLE ST. STREET B.C. BOTTOM OF CURB F.F.S. FINISH FLOOR ELEVATION MIll. MINIMUM SFS. SURFACE FOUR SIDES sI B.C.R. BEGINNING OF CURB RETURN P.G. FINISH GRADE N. NORTH T. TANGENT VICTORIA LAKES NORTH BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TOP OF CUr-3 md TENTATIVE TRACT 13052 B.S. BOTTOM OF STEP F,g, FINISH SURFACE NO., N NUMBER T.C.D. TOP OF CATCJ BASIN f�llMs C., COND. CONDUIT FT. FEET, FOOT O.C. ON CENTER T.F. TOP OF FOJT;NG C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER '".C. TPP OF MATS C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA Tho TONGUE AND GROOVE tl C.J. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE T.P. TOP OF PAVING = COVER SHEET C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP C.Y.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED SEAM P.R.C. POINT OF REVERSE CURVE T.M. TOP OF WALL ck&T=--- C.O. CLEAN OUT G.P.M. GALLONS PER MINUTE PL. L PROPERTY LINE TMP. TYPICAL +AM C(TY ENpfNE= "=.a. POO.Zile CONC. CONCRETE GR. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE DEsioN C REOMMENDED CONT. CONTINUOUS GRND. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL sea RDINO FREEWAY I_�p MORSE CONSULTING GROUP CSK. COUNTERSINK H. ,HT. HEIGHT I., RAD. RADIUS W. WITH .�sWVM WLXK%IMW"n,.„ CLt. w�(^LNOw.WTWUS CUBIC MDR. HEADER R.C.Y. REMOTE CONTROL VALVE W. WEST DRAWN ww[ 1nuronor► •MEET DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING JOB NO. 240— 1 as D.F. DRINKING FOUNTAT!1 H.P. BIGHPOINT REQ. - REQUIRED No 91 cosEGtwo OR.WlN• No DIA. O DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD Z OATS IDLZ =L I � L N S.P�R.R. . HIGH � o �3�ocK �i�.. {o'-off HIGH 1�1R4UGt-fT 114oIJ PELAGE II�1�GE STRtJcTUIRe , �e G14�pIN� Nil 4v N N Z7 A B I 1 - 59 58 56 55 54 53 52 r7to A , 6 0 I_ol+ I o 1 - - I I i .� co o �l 47 rlXTu p. H� H 51-11M1� L GK L, N II ti co to 6 2 S NOTE g OW = ( iI4N 1 OLDI`Z . to !' -o C1- `R �_a,, I �- R2UGH7 I Roil R LC*J LOCK I.L. LAKE , � E a I I 1 CO RT 5 • ti � � � � LU I''1p g K CoLU N 5EE 2 CC) A • co I IL -rop ��- I 1 1 I tyl i - PRO G� OF = + - - - - 0 6- , o STRE T ti k1RoU G}�-{T GE N � t ; ti �LoGK GO(r S. `9 22! ,Z� .'C` �'o- . �� 1 1 � _ NOTE. o w i�E� 5� 1 w - = FOR CONSTRUCTION LEGEND - S T I r1 r1EN co, w SEE SHEET 4 co � T� OF 281-0� �•o �w R=S' FOR CONSTRUCTION NOTES 1 + w + �' - B Z SEE SHEET ATTo� _ 51...o MIN- 5 Fl�ol-1 • / V / 5AC of I- �' A K a . . �• 143 144 145 146 147 148 �� B _0! 142 —— —— — — \ -�, 154 153 152 151 150 149 5 A A � � ,a � 711'� o A5 � H F1x Icy � \ \ B �, ,`0� ICS �' TUI p f 5�LVA I� 'AL�- K it 70 WATT + F �i(�H u� piut r 5 ion \ ts• \ \ \ cn\� 8 \ B T1r� 1 •' 8' \ � \ _ \,o \ uo co t- s \ 00 e� to A . o t \ i \ \ \\ w �- X51 LUCERNE _ RT _ \ O \ \ \ \ o` co •.• j 6 p 1 �`' � � _ � 1 oN �..p� IQ 6 IIRO c� cr .- A _� A LOG, PELAGE T�t� I z 1 TDP o� t' .I1�+- FENcE To o f \d of �U— � �( L,I 7%rr W cx0n FEN w z� o- Lam/ - \� \ T'(!�, S 7 58 15 1610 0 1 1 B Q O O O N cA c� V&JiLK A &HT oCO�-011 \ \ \ \ t cp �' B 163 162 P� col. s a o �A_ �' o �►�. \ \ c9 0 � . APPROVED FOR CONSISTENCY A o`` � kloon N� , \ � A WITH ACOUSTICAL REPORT FOR cp d) + w o\ VICTORIA LAKES \\ ` Q CITY OF RANCHO CUCAMONGA \ \ ; � BY: 1+ - cA \ ` % CA \ •� ' GORDON BRICKEN. \ 1 A \o c wj 2 +- lr GORDON BRICKEN & ASSO. CONSULTING ACOUSTICAL & HENSHAW COURT ENERGY ENGINEERS E Lo .1 to k.IooL7 FffNcE 7 F 5EE � oC T 1 7H I`sET5 w zl BETA)N IN G t�1ALL S�E GR--obi N Cc PLAN ST K7 oM STREET - co T CITY OFRANCHO CUCAMONGA MATCHLINE SEE SHEET 4 VICTORIA LAKES NORTH SHEET KEY MAP TRACT 13052 STREETSCAPE / GREEN BELTS CONS U TION PLAN PREPARED BY: PREPARED FOR: le All" oil ZIP" crrr =NIDI w_1 I .c... MO. A- 0*74wffORSE CONSULTING GROUP `• •" A•COMMLNO.O MORSE CONSUL77NC CROUP LYON ^'`"„u ,x, s� H �, PLANNING •FWGIIVEERING•LANDSCAPE ARCHnECTURE J.S. .....�.. .,�=„t.., NAP M OQAWNI w� ••xc�'u +.i�n.sr�►r��u� 0046VT NAP i C 4860 IRVINE BOULEVARD,SUrM#x201 �- �p JOB NO. 240-05 = IRVINE,CALIFORNIA 92714.12% C-/"WILLIAM LYON 7eom- a�n t S•L• 2 e.y��--- IRVINE (714) 730.7117 PALM DESERT ,� SELLAE ROAD 0540 ARCNfSALO SlUfff S v cl-m�•a onAwl�• No r SCALE 1• 40, RANCMO CUCAMONGA, CALWORNIA 91730 1 o co -L -L = HIGH • S.P.R.R. lc--oHIGH WIROJeH T IRON FSN� E s -- —-- -�- 45 4 4 4 3 4 41 4 0 3g 51 50 49 48 47 46 TSG dol-d' H I I°.�-- c kiAU- -A If`I G f�L.AN o�eco 'MI K A 5 - o - Al Llr-qHT FI -rU12F---TYP ° G-F-E NOT 5sLow WIROUG - I RON FEN o�R SLUMf� LOOK MAI.I. el�7, 5 co �_OII IGH ki 00� ��1�, '1'`1? 1-�K�`�E co c.>EE 1: 5E E pt-07 1 51tl�l�L-KS � T IMtovEMEN T PL-RNs, T�f� M D - - - FARR GTON _ _ -STRLE I - - - 5LJr1p 8LoCK COW-N ,T-rlP. (2) Lcc.al r IONS SEE r m 0 5 LoM� CA -o" c j m N cc I CA'� F. Ar OIC 4� C-011 MIN. rojjqt,�Ijr-j 0= O co S�E CTR�I N G 'Pl.A1�15 F=r>f� i2E T 1�lAI-L- K• N M 192 193 194 195 196 197 198 199 v N NOTE: 11 N N N ' t1� SHEET 4 I�u -L•� �WINC� c� FOR CONSTRUCTION LEGEND SEE SH FOR CNSTRUCTION NOTES SEE SHEET 4 r 0 ,� TYPICAL R.V. LOT NO SCALE q 11 r N N O N C7 W OD 01 � T N O N O N c� Wood FENCE ON 5LOCK MET&►QWG W wA L, , -T` P SEE I W c 5 I O co O ,n Z to � wr O �y � LII N Z N N c'7 II v� 1A co rnCID 001i O N 51-0" HIGH Wcov 711? ovE1, RET N I , cvr) (SEI✓ INC F�I`Z RETAINING ) _ � ao o �- !- 0 N 11-op BIKE T�A1L. �� cCl I r O ( O S hIALK T1�'�I�151TION 5EE cTIeE�T N N ( N N I M IoM EDITS. �3 �n' 0 _ �' � � I t�'TER L Zo'•o Zo'- �. B Rs �� . w �� � =t9 8� 0 .. A SARAT G TREET _ _ �M���� � �1 5 o -o" ? A B OT�G-r EI�J'TIIJGR APPROVED FOR CONSISTENCY 6�-moi kJ t�E WALK TfeEE5 _ T'1'�'' WITH ACOUSTICAL REPORT FOR q I L O::, -o�FE CE SACK O k.la1.K.A7 7OF OF ) + UC-tHT F1?c I -' I �' + Q VICTORIA LAKES -� NII MIki' 95 F � �'LvANI^- L� WA-7 70 WATT c\1 0 CITY OF RANCHO CUCAMONGA I-IIC+i � Soblum 1=11Y JIZ6 N Z _ MOIJ(J"�n AIbGf2F_b METAL- � � 3�1--ice QBY: ••' -toM^1C44 IXTUW- - SI •NT INCI N : IOI q ' I G� pGII� SI-�b1nlN . 0 � GORDON BRICKEN. �I I 25 26 27 28 29 21 22 23 24 �... GORDON BRICKEN S ASS0. CONSULTING ACOUSTICAL & O W ENERGY ENGINEERS SEE Gle�l NG PLAN5 FoR DETAINING klAL.L MATCHLINE SEE SHEET 4 51-011 HIGH k.CM; FENCE OV/E� I4E771INING KIAL.L SEE i 5 >t CITY OF RANCHO CUCAMONGA VICTORIA LAKES NORTH TRACT 13 052 SHEET KEY MAP STREETSCAPE / GREEN BELTS CONSTRPREPARED FOR: VCTION PLAN PREPARED BY: - aA - s A Cmr Ewonrtt w.c.t. Mo. D[s1N muc,omM[NO.O MORSE CONSUL TING GROUPJ.S. M.MORSE *�,Pf A aNNrNc•ENcrNtNc•raNnscaP,e,aRCcruRE LYON —•. .a.�.w�-� P MAP M DpIAWN �� ■vr�cOW1 wn.�w rarotm N. T ii. 4860 IRVINE BOULEVARD,SUITE 0201 �p S.L. JOB NO. 240-06 17 = IRVINE,CAUFORNIA 92714-1299 6fie WILLIAM LYON 7�am t 3 c'— IRVINE (714) 7347117 PALM DESERT slI�ME IIOAD o►.sc.co o�swi�w No. 1540 ARCNISALD SUITE S RANCHO CUCAMONGA, CALIFORNIA 91730 OwtO�iZ -L. r SCALE 1' = 40' - • l I i MATCHLINE SEE SHEET 2 - �.00 HENSHAW CuR T I CONSTRUCTN LEGEND GENERAL CONSTRUCTION NOTES co \' r 6• HIGH SLUMP BLOCK WALL AND COLUMN MITA 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO GROUTED AND PAINTED FINISH, SEE DETAILS Sh}EET G THE START OF CONSTRUCTION. CONTRACTOR SHALL -NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. - J- 1 6• BIGH PRECISION BLOCK WALL. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. (�tlt�_ OF rj� 6' HIGH SLUMP BLOCK WALL. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS rOF kI�4 TYI� I 5 SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. PRECISION BLOCK RETAINING WALL. ALL FORMS AND ALIGNMENT OF PAVING, POOLS, SPA, AND WALLS SHALL BE LI C4+T rNTURE-� 166 167 . 16 8 169 170 4• INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO r5`�l�✓P�N1A_ALL.EY�I�S _ _ SLUMP BLOCK RETAINING WALL; SEE GRADING PLAN. POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM 70WkTT +i O PM56L ! OF 48 HOURS PRIOR TO THE INSPECTION. ) C 4c"LiI rIX•( w- WROUGHT IRON FENCE OVER DECORATIVE 5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED ON THE ,- MbI�P ON METAL- A A RETAINING WALL WITH BLOCK COLUMN, SEE71; IRRIGATION PLANS PRIOR TO PAVING. ^NOPIZEP POLE TO •••••••••O••••••••••••• WROUGHT IRON FENCE WITH BLOCK COLUMN. 6. REFER TO SPECIFICATIONS FOR •ACCEPTED STANDARDS OF MATERIALS AND ITcN FIXTURE �. WORKMANSHIP. T r ' Mo�►TI N4 � l o l o) t�HT. I � I � _ WROUGHT IRON FENCE WITH LOW BLOCK WALL. , 7. ALL WALKS AND NOW STRIPS STAKED FROM OFFSETS SHALL BE CONSTRUCTED WITH SMOOTH GRADUAL CURVES. r � WN � s I ' ' • • 6• WIDE CONCRETE WALK. SFE � = 8. FENCES AND NOW STRIPS STAKED ALONG PROPERTY LINES SHALL BE STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. I N I- SMI m r WOOD PENCE. 5EE E 9. NOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 900 ANGLE. r B r0 _ ( " G 10. LOCATE SIDEYARD FENCES ADJACENT TO STREET A MINIMUM OF V-0" FROM ---•••---- @8 WIDE CONCRETE NOW STRIP. eEEui BACK OF WALK OR TOP OF SLOPE TYPICAL. (+7 11. ADJUST EXISTING IRRIGATION SYSTEM ALONG VICTORIA PARK LANE TO . i .• r ••••••••••••••••••••••• 5-�6�HIGR WROUGHT IRON FENCE. G � J I tan R= 51-0' NICOLET URT 5 CONFORM TO NEW WALLS AND FENCES. N B = _ r MASONRY NOTES WOOD CONSTRUCTION NOTES r + ~_ + 1. CONCRETE MASONRY UNITS TO BE GRADE "N" PER ASTM C-90-52. 1. REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS. AND J M _Q FES AT TO1� I r WORKMANSHIP. Lp OF N r 2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH OF _ I 2000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. 2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM- TO GOVERNING CODES AND ORDINANCES. 1 6 177 178 179 180 3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO THREE PARTS SAND. 3. ALL O1O00D TO BE ROUGH SAWN (ROS) UNLESS OTHERWISE NOTED. o 0 0 �I . 61 _ _ �� _ _ __� I O 4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, PART LIME 4. ALL WOOD TO BE REDWOOD OR CEDAR, AS VOTED ON DETAILS,. _ _ - r PUTTY, 31 PART SAND PER ASTM C270-52T. - II 5. ALL BAILS TO BE GALVANIZED IRON. I 1' v` r 5. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE r AS WEEP HOLE OR PROVIDE 2" DIAMETER PIPE AT 10'-0" ON CENTER. 6. REFER TO UNIFORM BUILDING CODE FOR NAILING SCHEDULE. r Z 2- ?el-oil a - JQI�( NSE c ,� 1 6. PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE 7. ALL STRAPS, BRACKETS, HANGERS, ETC. TO BE GALVANIZED STEEL OR N RIG ANGLE 7-rP I AT RETAINING CONDITION. PAINTED WITH ZINC CHROMATE PRIMER. 7. BOTTOM OF FOOTING TO BE MINIMUM 18" BELOW NATURAL GRADE. S . PAINT ALL STRAPS, BRACKETS, HANGERS, )I*'i'C. TO MATCH WOOD FINISH _ 8. MAXIMUM SOILS PRESSURE USED 1800 PSF. WITH 1/3 INCREASE FOR WIND UNLESS OTHERWISE NOTED. v SEISMIC. 9. ALL BOLTS SHALL BE CADMIUM PLATED, GALVANIZED OR PRIMERED. r 9. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A615-40. 10. ALL CONSTRUCTION SHALL BE PLUMB AND TRUE. Gr.AM FENCE I CO _PROVINCE _ STREET 10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS' DRAWINGS. 11. ALL LUMBER SHALL BE SET CROWN SIDE UP. UVC,47E MoI� STIe�T 702P SLope 11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS CAI.. EACH SIDE . OVERLAP AT SPLICES. 12. ALL LUMBER EXPOSED TO PUBLIC VIEW SHALL RECEIVE ONE COAT OF B THOMPSON S WATER SEAL OR APPROVED STAIN. AS DIRECTED BY OWNERS 12. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL REPRESENTATIVE. B ` UY BARS. APPROVED FOR CONSISTENCY Colli m Ki - - kI IQ Iq� RET N 13. ALLOW FOR ADJOINING CONSTRUCTION. AUG WITH ACOUSTICAL REPORT FOR % RE7U VICTORIA LAKES 51 14. ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING CODES CITY OF RANCH CUCAMONGA L.a�ATC- � Mlt� AND ORDINANCES. 9 TOF:l 61= 5L.IOP 0 � C AT 15. DESIGN BASED ON U.B.C. "NO CONTINUOUS INSPECTION" LIMIT. !, 16. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C150. 6 GOR60N BRICKEN. 35 Q 116 117 3 4 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOILD GROUT ALL RETAINING WALL CELLS. GORDON BRICKEN do ASSO. 118 119 1 2 rj CONSULTING ACOUSTICAL & V) ��• IT 18. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORKMANSHIP ENERGY ENGINEERS I BAND LOCK IL WALL SHALL BE PLUMB AND TRUE. STEP FOOTINGS IN EV MV15E Irl. Q 5l•L^P150 N I�IPrC E 11-22-87 IQ NSION JOINTS SHALL BE LOCATED AT t 50' MAX. AND AT MAJOR CHANGE IN HEIGHT OF WALL. BAS INE ROAD 20. ALL GROUT SHALL BE NATURAL COLOR. An *3BAS;*-INE WALL SHALL RECEIVE A SACKED FINISH AND RECEIVE TWO CITY OF RANCHO CUCAMONGA WALL. AL.ONE6 FELINE TO l3E-71- 5EE SHEET IM1= 2oVEM5`17 PL,,l%K15 FOUR COATS OF PAINT, COLOR TO BE SELECTED BY OWNER. e;Lumlo 5 cK WITH COLUMNS eADE WALK' LA''rOJ'T 22. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO VICTORIA LAKES NORTH GeOUTED I0ANTE-50 FINISH BE "ORCO MISSION" COLOR. TRACT 13052 5EE bE1-A1 5 c SHEET KEY MAP � 23. ALL BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL STREETSCAPE / GREEN BELTS _ BE CONCAVE. MTNNIN6 k A1LL CONnlTlot4 ALONG C ONSTR U TION PLAN SWANSON pUNCE To r4,,N%7CH bAnE.INE PREPARED BY: PREPARED FOR: FREEST^W0lt4G W,4LL. TY� Ajo o„� G -s- BG J Z3F8 T FINISH . SEE EN61NEeFZI 6 6RfDIi�6 - - ��„• [Hoy R w.e.�. No. • D["�aN ® = MORSE CONSULTING GROUP J.S. MORSE q[CAMM[NO[O LYON PVV- AW PLANIVING •ENGINEERING•LANDSCAPEARCHnECTURE4w--" -N DRAW" "..! m«tf.rut •areir+r •M[f7 MAP C 4860 IRVINE BOULEVARD,SUrrE#201 �- <D S.L. JOB NO. 240-06 NAP = IRVINE,CALIFORNIA 92714-1299 Z/&WILLIAM LYON e m ",i 4 c-17-- IRVINE (714) 730.7117 PALM DESERT •540 ARC"MALO SUITE S � owAW1po. POO. SELINE ROAD SCALE: 1• 40' RANCMO CUCAMONGA. CALIFORNIA 91730 r G' 13L�G K 'O F T _ _ - CeNNEC7, eN �KJ�u,oft �.1;',jr I : x � i 8°x.rod x I�'I 5L1J1`'N� t .OGK ywE�N -� r opo" 4 -I�*r�l� •- n i 1 ►� �E T*-+�Y OGGUR RToGETHFR�� "F`ook.LGGK'I - I LANG SP�GERS kJ Go�JMtJS ^ - 5GC RAJ CAP IRON TdJcHES sI�GK- , ~►mac. t 7� ..AcH CONNECTION ITM I Sof 4 Trn -I;2 K'i^SE'S a �on 9p-&Cp w-+ER5 IRON 70J0-1eS i5L4CK �T-- - SPIE oRco ".�IIg51oN " cv�,OR T-ff' ,� c.c. 8"x�o"�16"SLU i�iP �l,ocK ' " I,I- ore 5:;)JA . rw:; +A.L. �.� Q'�Tr N Col. �Co 15 CGRP. al " MIe5,oNII coLoR _ MI "ER ,A1.1. C. \JffR-- - _ -o° NI C. Coi�11MN AT D. eEE Ill l� . 6.c 7M M Ill V xi G SLUMP -{� / x Glc I Co GONG. SLU M P BLOGK kJAL1.. 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I I I .011.Q o � I I � I I � .�'. a• III , � I � � IIII � I � t I III WOOD FELE NO SCALE E WOOD FENCE & GATES NO SCALE CONCRETE MOWSTRIP NO SCALEnG CONCRETE WALK FINISHING No SCALE OH Q 'ca PIeEGisloN bl_oCK W ' 3NX louREC44FAtP I�V1"LOt SfGEIe'°.` —� EQlJE5TielAN TRAIL- -3 VxGll ROS CSR CAP WH EIM IIecH ToUC.HL 5 eLaX,-G TYP 2'x 4' Ras CECznR S7RING5R5 WO GT6F fr 15077aii� " � I g4.14�sT5 e�GRuAt.l_`r �9 9%cE!� effrweErel y,IaLL Ill 51-011 mill 4� I".A . -vA4' R05 ceI:w-R PeSTza Q mAX. Go'-a' o.G. T Wcoo eEL OW FINi5 -1 GR�*DE W W� PRESERy�, ATTO�►il TO iQrTAINI Nc► L ALL 14/51NPSON CSR COLuHt4 A ✓EGTlOt`I 546E a E#CH P05T-aR20UTW eOU0 Ili-M i sTNNINf WALL V iol 5 To M E;FAT��ToWAJpbs IN 9 R= F105 OtW,I to L4/3 1QAl011,15 ALL Pckr:;T EHO C,Ap3 ti-1 L• m CoNC. RING CAST IN `jWMP 012 I�R��Cl�bt�l �BI.oCK iZcrAININE, W�.l- pE2 I°L.AGE ofq GUT FfeOM i�t•�►NS. WELIiEt� AHO EvIQOIINl� �1Gb'T'R�. �'1QE - CA51' C4NG'• �rl� Oi`Z k�•l NOTE : - CON'TRACToiq e*-�Ai.L VERIFY PiROl7UC7eN AL.i_. MET^L PART'S To M ?qeI M r=o � rfR 5 - c .E S aN c. s FENCE k rrH DEVELOPER PRIOR "R7 p^INMO W 2 CC ATS MET^L cot�,-T- CAIN C ) - ENAMEL FEK SQECIFI�TIONS. - i NSTALL ALL F ENI 04 lb's- HLA.- 51 CE OF N RETAINING KL4 LLS - SLOPE eo T-ToM of - - I SQ. Tut )l No B Tor� i5 TToM C �,� I`�NcE p T'o� FENce WrTH Gp, ► MP+X. f 5'-p". i, COLUMN WNr::�E l u^t I cAcc URS t �-t' -TG2t'�1.�` ,1 84 I°ICKET� G��}� �.c. Mf,�c, R T III � - I�a-�-F.f<��►_' o� t=.IP .�~t-s�•�til. � i P1N t tg!? � PA. `off ALL w�Lt I t IeEI N o cl N W pLNT VINE IN cE ►� Sl z>c To t�E 'n lSTtet1GTURZAL ENS'RQ. - Al.l "Ti Wl IZEi�l R=o1�l NC dY JR EMOVEE Pt4oM Ii I I I SOIL Co RAC-PON PER CURRENT 5oIL5 ST+eUGTU12.a,L ENr p 1-"IN ON W�,trlr oR RETORT � r1F-N A-n0H. — FENc CITY OF RANCHO CUCAMONGA — 3011. CbMI"AGTioN PER 501L 12�T _ „ — RFZ0MMENbd,TloNs. NO SCALE VICTORIA LAKES NORTH WOOD FENCE @ RETAINING WALL NO SCALE t PRECISION BLOCK WALUWROUGHT IRON FENCE J CONCRETE VINE COLLAR NO SCALE K TRACT 13052 STREETSCAPE / GREEN BELTS CONSTR UC ION DETAILS PREPARED BY: PREPARED FOR: If AP*ROv>so CATS c� a Nal R.C.E. poll ZI p,rl ����~ ORSE CONSULTING CROUP If RtcoMMENDtO MORSE CONSULTING GROUP J.S.� ,,,`,n,,,�,,,�, UL77NG ,cNrmcnw LPA S PLANNING• G•LANDSCAPE ARCHRECTURE LYON iim01W AZIAM KM OW DRAWM ■Nt • c4714'13&1117 r 1Q,1.1� rA1I msm •M<tT 4860 IRVINE UFOR IA 9 suriE X01 XeWILLTAM LYON r9om, t s.�. oea No. z40-os IRVINE,CAl1fORN1A 927141299 �j os�IRVINE (714) 730.7117 PALM DESERTl 0540 ARCMMALO SUM S U ��uo oRi►w� No RANCHO CUCAMONGA. CALWORNtA 91730 NG (120 C• F� NEW COIvSTRt�G?1oN NOTES I D x �o x IV �1.,11Mp�p G�UJMy SCK FOt? COLUMNS A ,V ROWL-OrX CP — — — -1 eH4..L fE OFCO 'rIi551oN COLOR' ALL. SLLJ"1 ED 5LOCK FOR NEW r' HT r1 F 1 rETER kJA1 5, e.;4 l.l_ BE GRAY AND 6�i� ----VK 0x ICI eL-UMr50 CLOCK "r FTrR kl^LL C eE rArl I kJI1H Two COAT'-E, GF f'�1NVtfPyFY COL-On of FAINT WITH Ok�NERi F PRIOR To�PE'U�ATTIoN. N —i �'x Cod x i�N SI,U M�' I.OGK "140k1 LoGK" SCol2�C7 I — — — I2' [ 21- of 120 CAF - oleo,- MI Loot oIR ESL . cJ N 8M x aOx Ird' SLUM BLOCK COLUMN /Z 21 ZI 15RA55 R-AQUE Vr=RIF-r EXACT aV5 WIMH okNe-M 41 MOR TO CONSTRUCTION OF wAU.... 5ECURE M A0Z TO klAL.l., PUR MANUFAC714ZR'5 REGOI"'' r,,jE r_W7 oN5. t I I 7ot—L 41—co ENTRY WALL PLAN NO SCALE A ENTRY WALL ELEVATION B NO SCALE eeE �TRUc T u� ad�5 For4 �N>=o�aNG �- �Iwt4TA .a Ia"o.c. � Fc�'TTNG Ctr'1ENSIoNs 4 v -RT10"'L Ae> SH" ( 6 TOTAL ) � 8"x a"x Ir l- S!uMP OLaCK '' fit/o�wLocK 11 scoREn hoax Coll% 16, SLUr1F�D 10L dCK �FE r1e7� WALL. 24 L 24" I� SLUt�f k1Al.L -- -- �''x x " �Lcc� — �mN �P-1-' — — IN � C6Lo�c C To F�V� �C� f�Nl.�-I � P�'1�T � L� E 5� SIDS.) — o -� 1 F I -H __.. I # 4 Howzaf ALe Ia"o.c. - , 8`0-0- W7, 10 tP UMPED MiOCK COLUMN - -p�I KISHOR IL NAK SX:02464 Wft poWeLe To MobMI CH VEKT RINE COLUMN SCALE: 1/2"=l' D • � FINIS �.^E Q C3 LJG O [) ' � Or,j, ZIAZI eMA55 I-LA VERJF�' n(ACT 57-E, WrN oc�1NE'R FickIOR -To C"71T LJcTC?N OF WALL. 5eCU C- f°L AP E To kA-L- /be PSR rWU ER'5- RE - A TE A"ROVED CoM1Er�11aNS. C FACE OF E To E5E CITY OF RANCHO CUCAMONGA - VA?�� AT RETAINING CO�IDITIoN • 5EE 57TRU C TU RA .. PRw Ge. PLUtH WITH i=AC5 OF COWMH A5 NOI GATED ) VICTORIA LAKES NORTH PERIMETER WALL — BASELINE ROAD NO SCALE C PLAQUE @ .ENTRY SCALE: 1/2'=1' E TRACT 13052 STREETSCAPE / GREEN BELTS / SLOPES PREPARED BY: PREPARED FOR. CONSTRUCT N DETAILS U.� c�i D p w.e.t. No. Z3 d a I MORSE CONSULTING GROUPpF.,o" J.S. ORSE CONSUL77NC CROUP 049comMENDto ` SPLANMNG •ENGINEERING•LANDSCAPEARCHITECTURE LYON •. •d••.,° — pA/►WN ovm •v► cmucx+am.sPAwDEW" M<tT 4860 IRVINE BOULEVARD, SUITE 0201354,PWILLIAM " S.L. JOB NO. 240-06 IRVINE,CALdFORN1A 927141299 LYON�dm ",, s �,- — IRVINE (714) 730.7117 PALM DESERT o+auctnowi►wiM P00.SS40 ARCHISALO SUITE S RANCHO CUCAMONGA, CALIFORNIA 91730 OATS JO!/Z-( S.P.R.Re • ,� " �� �/r for i� � 'apt - - -- _ / 1 t ` r �_ � � � - T � 'Q 1 f�4 f� ,.�• ��. �� lr ,tf �/L �) — . . I/j P 5 4 I — , . �n �'�" 2n IK " ; i�'sas 11 lk n - - - : .a ' 5 6 5 : : 3 52 57 • i •A g s1 . .. 6 0 , >v " • t>D •' ' ' (TVP.)AT LOT 2-56 CONNECT �c : � : cDA.. : �i 39'MAIN LIN TO HOUSE !' ; : ; j �.:� C I HOSE Blees GO R A29 ��• �� III fi. I u . . . I /2 :. ... ... CD A28 NOTE: _ FOR IRRIGATION LEGEND SEE SHEET 9 OF 16 '�•� n c��R °0 FOR IRRIGATION SPECIFICATIONS SEE I ` 1 N 34. �` I •• 1 >� t- SHEET 17 11 00 �: w co 1. .1 I � � ,e _ I : '`• A AUTOMATIC CO TROLL R C ,r � •. �� �� ;: �� �..... 'h � ' S• STA IONS w w !. INDEPENOE T 115V e0C C 2 AMP E ECTRIC • - �n+ c .� CIRCUIT T BE PROVID D BY IRRIGATI N CONTRA w 1 _ gz 1 \ \ \ ,� \ \� I���,r EXACT LO ATION TOB DETERMIN IN THE FIE D n -� & 0 \ �: 143 144 145 146 147 148 \\ , 154 153 152 15 149 X55 AUTOMATIC C NTROL ER A W \ O \ A27 ••�T ���� V '� 36•ST TIONS O vo,\ \ \ IIA26 �� �� INDEPEN ENT 115V 0 CYC 2 AMP LECTRIC 000 tT` I I • • • CIRCUIT O BE PROVIDED BY IRRIG ION CONTRA R Z I �� Int 4 ► P A31 ` \ �}� EXACT L CATION TO E DETERMI ED IN THE F ELD \ \ A A A . A34 - : 2, A25 GO (.0 LuLjj \ \ \ • \ \ \ \\ I _ _ COURT \ d \ L) � \ \ � '� � w � � � 1� ELECTRICAL RVICE TO '' 1 \ ! EEPROV DED DEVELOPER \•., 1 \ 7 A A23 ► 2, 4' 4 A18 A16 'I�'i ' " PROV DEDIBYttDE ELOPERER NOTE'CONEXIST SYSTEM AS OUEDACTOR SMALL T A32 \ t0 \ ': d 'M.' A I� II A 17 II TO CONFORM TO NEW WA 8 CO I� I � I FENCE. �- \ • RELOCATE OR I1D� HE • -AND ADJUST LINE 64 S \16A '2 \ • o>< EX1 ST 5`fSTEM : • �. + 15 , 1 1 PRO A015— ,CEvuAy ( \ t� ` ! # , 15 y�l \ \ t COVERAGE. \ ;• r ' 'I V'?F \ slaw 11 0 \ \ .0p 1 2 ,d -1 tr 164 163 A2 I 165 \ \ \ \ \.. I �� ••• 1 � 11/2"BACKFL \ \\ 0x\100' PREVENTION DESIGN CRITERIA AND CONIOCTOR \ \ \\� \ AZ I •' • • i ASSEMBLY RESPONSIBILITY \ \\ CITY STATIC WATER PRESSURE: 140 P.S.I. \ -} HYDRAULIC RADIENT-I 3 ' • j0 L '�� : 0 00 \ \ \ CA j ELEVATION OF WATER SOURCE (TOP OF CURB) : 1,312 \\ \0 METER SIZE: 1-1/2 SERVICE SIZE: 1-1/2 \ \ \ \ A20 0 NAME OF WATER SUPPLIER: RANCHO CUCAMONGA WATER DISTRICT CA PRESSURE DATA GIVEN BY: FERNANDO COBOS ON: JANUARY 3, 19 \ \ Cli PHONE NO. : (714) 987-2591 , \ CONTRACTOR IS TO VERIFY CITY STATIC WATER PRESSURE WITH WAT R SUP�IER BEFORE \ 1 \ All 9 INSTALLATION. IF DIFFERENT FROM NOTED ABOVE, CONTRACTOR IS 0 NOTIFY OWNER FOR \ 2 'ONE-se HENSHAW COURT i INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN CONTRACTOR B ING RESPONSIBLE FOR ��q to 00 CHANGES THAT MIGHT OFFUR. lA 40 O IRRIGATION SYSTEM HAS BEEN DESIGNED FORA MINIMUM OF '-00 P.S.I . PRESSURE AT MAXIMUM 60 G.P.M. O • : An CITY OF RANCHO CUCAMONGA MATCHLINE SEE SHEET 9 J. VICTORIA LAKES NORTH TRACT 13052 SHEET KEY MAP STREETSCAPE / GREEN BELTS - IRRIGATI N PLAN _ _ PREPARED BY: PREPARED FOR: �� J z ay r crry �NotN�w w.e.s. No. ��t�N AtICOMMEN�tO E CONSULTING GROUP A.I.C. MORSE �`,�� W ,�,,,,�5 = MORS LYON PLANMNG •ENGIAEEMG•LANDSCAPE ARCHITECTURE ...•y,•� ~t �P AHr( Mll0000 DRAWN �rwl tnetann I�WOtltit �M�tT p i� 4860 IRVINE BOULEVARD,SUI E 0201 Y&WILLIAM ' �p A.I.C. JOB NO. 240-08 �� 17 O IRVINE,CALIFORNIA 927141299 LYON Team airLil ASSOCIATED IRRIGATION CONSULTAw Z IRVINE (714) 730.7117 PAL1N DESERT / U o..sc.c.a �"'""'" o "'�' ROAD., � 2014 8EPULVEDA BLVD. LOS ANGELES CALIFORNIA 8540 ARCHIBALO SUITE 9 l •0026 (218) 47FORNIA RANCHO CUCAMONGA. CALIFORNIA 91730 OAS Z SCALE. 1 f= 40 S.P.R.R. ----- ; - - , —--�-- t- _ ,► - _ sn,i , 2n i ? 452 ��"4 4 l4 .J+7 �ez437, 4 - 3951 50 49 47 46 BI u (TYP)AT LOTS 9-51 CONNECT b. TO HOUSE HOSE BIBBS 1 ,21 --- — co NOTE: 1 F GTN STREET _ M D _ - - - - - - FOR IRRIGATION LEGEND SEE SHEET 9 -I n FOR IRRIGATION SPE IFI AT10NS _ SEE SHEET 17 r m AU OMATIC CONTROLLER 6 2 A � I I t 1 � � O 5 STATI NS O M i O MA INDEPENDENT 11 V QOCYC 2 MP ELECTRI N _ �q CIRC IT TO BE P OVIDED BY I RIGATION C RACTOR m '�r EXA T LOCATIO TO BE DETE RMINED INT E FIELD coV ' W 192 193 194 195 196 197 198 199 N �' M N O r r O N N N M IW co U HYDRAULIC GRADIENT-163 1CL r � M a- it r N N O N M 1 O (pco — W j ~ NN I M � N M 10 0 _ W z 10 w I D 00 ti C) Z Q M r r O W — N N N �I O w II Z, I 00 Q Tm = O O r O � I N V N N — I IAK A15 (oil O I l u of o 0 N I V/21 col N 2 I �2 N I N I O N 4 An. • ,,1z . 40 yJe vale 2 u STREET A 2 •" ' .�I A13 PIZIVA'(E S`�STE� + oT (NGtTf MAi4T,% )c) I + Q O N` N Q N Z ♦ rn� O � 21 22 23 24 25 26 27 28 29 � W MATCHLINE SEE SHEET 9 �D IRFkjcn,^ oN dp F-T,k Ott^, DAM CITY OF RANCHO CUCAMONGA VICTORIA LAKES NORTH SHEET KEY MAP TRACT 13052 STREETSCAPE / GREEN BELTS - - -- PREPARED BY. PREPARED FOR: IRRIGATIN PLAN Jo.CATS6-s-g ic.w..wovs0OV crTv 41moirvo:w w.c.t, i40. ` D[iiON A[GOMM[ND[O MORSE CONSULTING GROUP A.,.C• MORSE CONSULTING GROUP H- PLAN11/lNG ENGINEERING LANDSCAPE ARCNfTECTURE LYON �' " AM wm am ` `�`� NAP NAP AR� 0 4860 IRVINE BOULEVARD,SUfTE Ai201 G— � � D�rAW111 A I '""` JQ8 NO.��240-OQ 117 ��ronrs, •~[� ASSOCIATED IRRItl<ATI021T CONSULTANT Z IRVINE,CALIFORNIA 92714-1299 ./fie WILLIAM LYON 1'�a�n ain � A.I.C.'C' --$-�'-17-- IRVINE (714) 730.7117 PALM DESERT 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA $540 owwwrrra No A�M�E ROAD SS40 ARCHIlIAID itltTE B 00026 (213) 477-6626 • RANCHO CUCAMONGA, CALIFORNIA 911.10 OATS to& ZL. r SCALE: 1 = 40 _ MATCHUNE SEE SHEET 7 HENSHAW COURT — ------- ' 00 GENERAL LEGEND SYiiBOLS DESCRIPT13NS MANUFACTURER & PART NO. REFERENCE mm NLMJELM 1w P.O.C. POINT OF CONNECTION SI'tCIF!CF,TIJ!i +; l2'' I r •-•••�_••- PRESSURE SUPPLY LINES & SIZE (2'-- & LARGER) CLASS 315 PVC SPECIFICATION ~O To-r All L ••-�-•-• PRESSURE SUPPLY LINES & SIZE (2' & SMALLER) SCHEbULE 40 P1•G SPECIFICATION "01000400110 * I ��p ' 1 IIS + NON-PRESSURE LINES & SIZE CLASS 200 PVC SI'LCIFICATION — A9 ► 166 167 168 169 170 M O _� � A CONTROLLER SEQUENCE I /2 N GALLONS PER MINUTE L-lk!J REMOTE CONTROL VALVE SIZE co _ Ole 175 174 173 172 171 To' AUTOMATIC CONTROLLERS RAIN MASTER RM 36F Rm 513 DETAIL NO. 'kr LO Q REMOTE CONTROL VALVES RAIN RASTER RCV 100-125-150 DETAIL N0. 2 1�' O � � 111 � QUICK COUPLING VALVES RAIN BIRD 33D-RC cv DETAIL N0. 3 O n © BACKFLOW PREVENTION ASSEMBLY (B.P.A.) FFBCO 905 - 1'- DETAIL NO. 4 T 171w ® ELECTRICAL PEDESTAL MYEkS 111FUC-1- M DETAIL N0. I I CG i� Rot %♦! ! ►� SATE VALVES (LINE SIZE) NIBCO OR EQUAL DETAIL NO. 5 Ni _OToo, A10 I IR NEW oATEk DETER PROVIDED BY DEVELOPER . I /2 �" II PRESSURE REGULATOR WILKINS 600 SERIES - Pt" DFT.",IL NO. 5 A8 •• - _ _ NICOLET COURT _ co- } " I I /2 I *ilJ,1 � �.nit :r �;n..n�nn�� .� .�r iii.' •I(l�� • � ••. � ..nTr r. ..rT: +nii�Un / �-'r r .arc _l,r[ �� r . . �i N t or 1411 �!`LIfAI �`,rA=r� 11 A.arTl'L� I CV , la+ SPRIN'.I CHECK VALVES (RISER SIZE) KING 3ROTHERS DETAIL N0. 10,11 N A 1. d r " + - -- — SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION T + A10 - _ DENOTES SLEEVES FOR WATER LINES B WIRES PROVIDED BY DEVELOPER e IZ r ® DENOTES CITY STATIC WATER PRESSURE �p AT 1�I4 S VAT TOP OF CU M VAI �-- ►* �- 1 ,� '�� REMOTE CONTROL VALVE(PRESSURE REGULATING) RAIN BIRD PE SERIES W/SALCO WR-45 DETAIL NO. 2 Q I . , x)76 177, 4 17$ yam. ,1x7,1 cm N I u To' • : ,� r185 184 183 182 181 SPRINKLER HEAD LEGEND 4 SY.,BOLS DESCRIPTION MANUFACTUREk Q P^RT NO. G.P.pl. "AD. PSI REFERENCE t �9M lie • ll) fM14ATE ' : :1 • FL)OD IZRICATOR PAIN BIRD 1401 ._5 25 DETAIL NO. 9 •= 8Y5TETri . _ I (Nor omf � Irw«�rN _ • • • • Qv X 1/4,1/2 9FULL CIRCLE FLAT HEADS RAIN BIRD 1•806 8 FLT .b,1.2,1.4 7' 25 DETAIL N0. 10 LID 1 SIT fc • - TJ •' -• VX 1/t. ,/; F: F1'LL CIRCLE SHRUB HEADS RAIN BIRD 1806 12 .45,.9,..6 11' 15 DETAIL NO. 10 Acr I — 2 I co v 1/4,1/2 & FULL CIRCLE SHRUB HEADS RAIN BIRD ►806 15 .9,1.8,3.6 13' 25 DETAIL N0. 10 PROVINCE _ STREET _ _ Y Y 1/4,1/2 & FULL CIRCLE SHRUB HEADS RAIN BIRD PA-8S-16•-SLA .7,1.1,1.9 15' 25 DETAIL NO. 19 � I g 1/4,1/2 & FULL CIRCLE SHRUB HEADS RAIN BIRD PA-8S-22-SS .7,1.1,1.9 20' 25 DETAIL NO. 9 n 1/4 & 1/2 CIkCLE LAWN HEADS RAIN BIRD 1-804 B8 FLT .6,1.2 7' 25 DETAIL NO. II A5 W ~ (p (7 O 1/4;1/2_ A FELL CIRCLE LA14N HEADS RAIN BIRD 1504 B12 .45, .9 ,:.6 11' 25 DETAIL N0. 11 II � Q' n � 1 o r. 1 i- 1 � 1 J m ® ® _/4,_/2 Lv FULL CIRCLE LAWN HEADS kAIN BIRD 804 B_-, .9,_.8,.,:6 3' 25 DETAIL NO. 11 A3 A4 Ile � 2 A I � Y �/ I/2 c,►RGLE 6 ►+F.Aos RAIN PSIa GD(o- -Sv{ .1 1.1 15' i5 ns:TA►L 10 I X211 I /211 ••• '4° A2 I � ®AMULTI-EMITTER SALCO PCG-2 2 G.P.H. — DETAIL NO. 13 2 nCD - 1167 118 1 je1 ,0 .' ' , 1 2 ' 4 �� 5 A�, 6 NOTE: 1 '•• •••••• ••• • •• . E ... ••• ' -•••• • ••r••-•• '•-� • ! w 2' i 1r2' 1 FOR IRRIGATION SPECIFICATIONS SEE SHEET 17 • i 2- _/voI por)s o LEC-! MDS -30-+89 1 11W# i J �2 ,2" * ���•� BASELINE ROAD Art CITY OF RANCHO CUCAMONGA - VICTORIA LAKES NORTH TRACT 13052 SHEET KEY MAP HYDRAULIC GRADIENT-1636 STREETSCAPE / GREEN BELTS I R R I GATT N PLAN PREPARED BY: PREPARED FOR: r APPROV60 WV JJAI� DATE CIrV [IVOINI: R•C•S• Mme• -- — � • D[SIYN AlCOMM[NOtO MORSE CONSULTING GROUP A.I.C. MO E CONSULTING � h PLAWNG •ENGINEF.MG•1A1WSCAPE ARCffrMCnM LYON °.�' .4,71 �° 10"IM ..��. ..�,.r>* �P AHTIUO F000M O/RAWN wMl oi.�ran" •�tYonut �Mif-T NAP 0 4860 IRVINE BOULEVARD, SUITE #201 � �D A.I.C. JOB NO. 240-06 17 = IRVINE,CALIFORNIA 92714-1299 � e WILLIAM LYON 7eom" a�n t ASSOCIATED IRRIGATION CONSULTANTS IRVINE (714) 730.7117 PALM DESERT Cj O�CKtD optAwl� ww BA8ELNE ROAD 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA $S40 ARCFGSALD SUITES I RANCHO CUCAMONOA, CALIFORNIA 91730 0/►� I,O�IZ-� 90025 (213) 477-6525 SCALE: 1 = 40' r QUICK COUPLING VALVE SET FLUSH WITH FINISH GRADE IN LAWN AREA fidEWALK, 3"ABOVE FINISH GRADE I ETC IN OTHER AREAS ELECTRICAL METER TO E ��' FINISH GRADE SDEWALK,CURL, FRONDED BY DEVELOPER ETC. .�• �• t= LAWN AREAS GATE VALVE tE �pLtASSNIPPLE CONTRACTOR 8 70 PROVIDE �/ - '' � (TYP. 5 PLACES) ENCLOSURE MYERS NO.MELIG+M �� '/ FiMiSH GRADE TEST COCK(TYP 2 PLACES) I + BOX TO BE PLACED AT RIG14T ANGLE TO {: H MOUNTING BASE INSTALL AS . PER MANUFACTURERS RECOMMEN- HARDSCAPE EDGE •- / SHRUB AREAS DATION •' •• ! . .. pOt)ALE GMEGK VALVE I�'SIL-`{. ASS ELBOW RiVND PLASTIC BOX S COVER ten 18"PLASTIC BOX AND COVER WiTH -•�.• :,.:• ••� • .. . COVER MARKED:MRI GATE LOCK TOP 11 ,':• J SET APRESSURE0 P.S.I.I REGULATOR \ ASS NIPPLE a s• se Vic FINISH GRADE 34 34 ;ft ELECTRICAL CONDUIT TO SOl)lIlCE •:*�, • :.,.� _ � . • 1 TYPE CONTROL- ' TO BE PROVIDED BY DEVELOPER CURL TYPE EXPANSION LOOP(MIN. 24") K� . - � .• � !' _ •. " -� �� �'�, STAINLESS STEEL CLAMP � BRASS UNION w sc LAWN AREAS "" '" • ^ STRAINER 40 LER MOInITED INSIDE CONCRETE FOOTING=INSTALL WATERPROOFED WIRE CONNECTION t �. s• •t .a ENCLOSURE ABOVE FINISH GRADE AND ft .,-i r"- -== ` MESH MONE L .. at AL � Ift x FINISH GRADE SLOPE CONCRETE AT 2%TO DRAIN WRISTYS I.D�TAG(STANDARD) ;, : ' �N-P{�SJRE SIZE A LENGTfi AS REQ �, SHRUB AREAS 10 SECURE TO SOLENOID / PIGTAIL ` ` LINE FITTING SCH. 80 PVC NIPPLE rPVC CH. 40 • .. CONTROL WIRE TO EACH R.C.V. ,, �' BRASS ELBOW —� I= � MALE ADAPTOR • . ' I ( 1 COMMON WIRE TO ALL R.C.V.'f �AIR AADS -CONROl wtRiNci(A11G LF N MIN.) * PVC LINE RPE ELBOW 40 PVC F - HAND i SCH.40 PVC STREET ELBOW BRASS NIPPLE WHEEL `1 FINISH GRADEGATE VALVE RELIEF i 10* SHRUB MFA SOLENOID , PORT PRESSURE APPLY O A • +,� a� PVC SUPPLY SCH. to PVC NiPPLE FINISH LW-DISCHARGE y �� OW ADJUSTMENT LINE (S:SaT) SIZE A LENGTH AS REQ'D GRADE LOOSE KEY HOSE BiBB BRASS EL SUPPLY FITTING rum �,,� .� '�/ � • A GRAVEL n; BOW LINE (MIN. 3 CU.FT.) � ..�,�,. BRASS PIPE BRASS PIPE r PVC SCFL 40 MALE ADAPTOR PVC SUPPLY LiNE PEA GRAVEL (TY �� TAPE- WIRINGIM P. 2 PLACES) PPRESSUREKSUPPLY BRASS ELBOW (MIN.2 CU.FT INTERVALS OF 1!�O.C. XT PVC LINE PIPE _ ) • • � PVC ELBOW NOTES' 0 PVC LINE PIPE SCH. 40 PVC STREET ELBOW `� PATE VALVE 1. COMOM WIRE TO BE WHITE A TROLIRE CONWTO E BLACK IN COLOR UNLESS OTHEiIWiSE NTED O . PVC SUPPLY UNE FITTING(S:SAS) i '' � -PVC MALE 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER &REMOTE CONTROL VALVE UNLESS COMMON WIRE NOTE' + W ADAPTORS OTHERWISE APPROVED. CONTROL WIRE • EQUIPMENT TO BE INSTALL® AT A MiNt1NUIN tf If FROM WALLS,BLDGS,M. S. CONTROL WRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL 1. VAL• NOTE: USE TEFLOiN TAPE 2"39 !"REDWOOD STAKE • 0 UNIT IS NEXT TO BUILDiNG,WALL,ETC,TEST COCKS ARE TO BE I. VALVES ME TO�INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED . ON ALL THREADED I VALVES 0 AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR (ROUGH ) CORRECT VALVE SEQUENCE. 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MiN. OF FiTTING MIN. 36"LONG OR AS SiTE r NOTE (TATE VALVE SHALL BE INSTALL® N SHRUB AREAS 3 FT. APART' REQUIRES UNLESS OTHERWISE APPROVED. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. TYPICAL ELECTRICAL METER AND CONTROLLER 2 TYPICAL REMOTE CONTROL VALVE ASSEMBLY S TYPICAL QUICK COUPLING VALVE 4 TYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY NO SCALE ASSEMBLY JR-84 NO SCALE ( STRAIGHT TYPE ) JR-ID NO SCALE ASSEMBLY JR-85 NO SCALE (2 1/2" AND SMALLER ) JR-85 NO SCALE ( 2 1/2' AND SMALLER) JR-84 ANT! - SYPHON % MANUA . CONTROL VALV !i w ��P* 4- / WITH UNION 12 OR As NOTED FINIS RADE /+ _ SIDEWALK, CURB, ETC SIDEWALK,CURB, SIDE 'Cum, ORAS W�K \ - ETC. !w NOTED ETC VACUUM BREAKER —BUBBLER HEAD 1 (INSTALL FLUSH WITH DSCAPE _ SER NOZZLE SIDEWAL CURB, HM FINISH ORA ETC w HR S • STREET EL W ; ti GRADE .• j BRASS :'•� ; SIDEWALK — 12-1 .• POP-UP BODY ASSEMBLY CURB, ETC :•• (SET FLUSH WITH FINISH \ a F C SLEEVE :• • GRADE) } B SS NIPPZE AS R7<0'0 PVC SCH.SO NIPPLE FINISH GRADE ��'k NIPPLE (BRASS) ` (LENGTH AS REQUIRED) 3 -LHON PRESSURE LiNE c ,� {•. (SEE SPECIFICATION) l ,A ME fac VXLVE WHERE W I ED 6"ABOVE •• THE HIGHEST'', �--FINISH GRADE HEAD IN THE LATERA IZ SYSTEMXrERAL F�4 ` LINE —PVC MALE ADAPTOR 1�\ FROM CONTROL VALVE PVC TYPE (Sxs><T) LINE (MIN. SCH 40) OR PVC SC".BO NIPPLE 8 EIBOw ( NGTH AS REQUIRED) • ELBOW- (LENGTH iRED PVC SCH 40 !/ BRASS PRESSURE SUPPLY LITE . ie MALE AQAP?ORNIPp tg. (SEE SPECIFICATION) i i r ` ---LINE POPE .:•:,. TEE .,, (MIN SCH. 40} ELBOW LATERAL LIE bHA5S NIPPLE.. _.___ RBQWS (SIZE AS NOTED ON DRAWING) ELBOW (BRASS) �- � �-�. !' PRESSURE SUPPLY !NE FITTING I2" PVC SCH.40 STREET • PRESSURE SUPP LINE ----•, �• � GALV STE y SCH. 4 VC MALE ADAPTOR ELBOW PRESSURE Sti LY UNE FITTING CH.40 PVC STREET ELbM i ASS) STO S YS T E DISE TEFLON TAPE ON ALL THREADED Fill INC NOTE: NOTE: USE TEFLON TAPE ON ALL DE THREAD PT"tM UNiT SHALL BE INSTALLED IN SHRUB AREAS ONLY TYPICAL_ ANTI - SYPHON MANUAL CONTROL VALVE ASSE LY TYPICAL MANUAL CONTROL VALVE ASSEMBLY '�SeiC 9 K 9 TYPICAL BUBBLER HEAD ASSEMBLY 10 TYPICAL SHRUB HEAD ASSEMBLY ._ JI ^ (zHRue AR><as) A S S E Ah LY JR.\83 NO SCALE JR-85 NO SCALE ( FLUSH TYPE) JR-84 I TYPE A I . Io • :'' PLASTIC VALVE LOX ! _ SIDE WALK, CURB, ,'�' Tip E11tm-m Dmum CHECK Trp. i/e'CAPILLARY ETC. ; LATE VALVE (LINE SIZE 1 VALYE(SALCO EOCV) TUBING HOUSE SERVICE LNE 9Y OTHERS . SPRINKLER NOZZLE PLUG TEE.IF SERVICE LINE HASN'T Th!TUBIrO f '�1• BEEN INSTALLED ( 0 OTS-30450) i •. -' ` -�BODY ASSEMBLY POC TO MOUSE SERVICE LME TYP EMI I E11 . • i (INSTALL FLUSH WITH PROVIDE PVC TEE OUTLET I JV (evLTi) FINISH GRADE) ONE SIZE MAILER THAN ++ SERVICE LINE I ( i Ti P TREE at NOTE: CAP ANY Ui t3W METER 90X SEMITTERS LCO P 6 C FNISH GRADE CHECK V/7LVG WN Cf[E NVIGV - ..y r w > 1. a ll •1 1 w w a . ` J I FINISH E3RADE d PVC SCH. 90 NIPPLE y �" •,`� �11 �0 DSAS-SLEEVE / SIZE AS REQUIRED „ �� M X rASOVE FIwrSH GRADE IN % _ / PVC SCH.40 STREET ELBOW ` ?I• •. /y/� - LAWN IN AS AND FLUSH WITH FIN6H GRADE IN / CrrY OF RANCHO CUCAMONGA I ~r' ., PRESSURE REGULATOR PVC SCH.40 ELB01/ I p . ; � SET AT 80 PSI(SIZE AS f VICTORIA LAKES NORTH PC 4°.*, �• PVC TEE IWOU1��1 FINAL POSITION l :. j �s�►.;I NOTED! SUPPLY Ives TRACT 13052 RISER SHALL BE ATA /!� HURLED t2"MIK asow OR 4s° ANGILEE ��. i? .. S FREE I CAPE / GREEN BELTS TYPICAL DRiP SYSTEM ASSEMBLY IR•RIGATiON DETAILS NOTE' USE TEFLON TAPE ' ON 'LPL' THREADED TO IRRIGATION S-ST�M �� p JR-94 PREPARED FOR: PVC SCh.40 STREET ELBOW PEA GRAVEL (MiN. 2 CU.FT) ��' A►�wOvtD w /SCH.40 PVC PIPEtrT,rsNo�ew� "� we i. No. Z3 / OEt10N AtCpMMENOtO LATERAL LINE (SIZE AS NOTED ON DRAWING) PVP MALE AQAPTOR LTM 3 PLACES) MORSE CONSULT N0 CROUP A.1•C• % rM��ORSEr cu,L77NCCA E GROUP e L, +•t,'C m WATER METER PIA •ENCiINEERINCi 0 LANDSCAPEARCFIITECTURE LYON •-••.,••�,•1•,•�, �• ' NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS AHC •.Vc C&LOXAV"a+l.Im EXIST. WATER METER PROVIDED DRAWN .IVa , ..u.DOM ON/tT BY OWNER 4860 IRVINE BOULEVARD,SUrrE#201 C _ JOB NO. 240-06 17 IRVINE,CALIFORNIA 92714-1299 A.I.C. -Q ew TYPICAL WN HEAD ASSEMBLY ASSOCIATED IRRIt�ATION coRsvLTANTs „�,,,,,E (714) ,3x,,,, BALM oFSERT �jie WILLIAM LYON�m. � Ha►�rt,:'t1. - '2 TYPICAL WATER METER HOOK -• UP 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA � U C:P"CKWO NO SCALE JR-004-84 r+o scare .�-�zs . ASSEMBLY 90025 (213) 477-0525 9540 ARCMIB, C fWTTE t oRAwlaO rlw RANCH CUCAMONGA, CALIFORNIA !1730 � Ip(MZ,_` OATS _ - U S.Ps R.R. • i � 58 57 56 55 54 53 52 Ir 6J0 co y 61 ' ✓� N (0 LO 62 CO EAR LAK • ' =— � ' t CL I 1 m CO RT NOTE: r CO NO • IA `' 4 FOR PLANTING DETALS SEE SHEET 12 co 4 FOR TREE, VINE, GROUND COVER LEGEND I I \ \ ,. I •. SEE SHEET 13 cm (0 Cf) \I LANDSCAPE NOTES CO ■ t W 1 \ \ \ / • + u1. FOR TREE STAKING, SHRUB PLANTING, AND VINE I • U•�' _- -' '� = TYING, REFER TO THE WORKING DRAWING DETAILS. UYI • ' - \\ 2.\\1 MAT•• i LANDSCAPE ARCHITECT SHALL APPROVE PLAN?�.'y� � ` � _ � ■ G+ W ERIAL PLACEMENT BY CONTRACTOR PRIOR TO T� 1 a, � '" s' ". • � 7 "" � INSTALLATION. / _ ✓ W 3. ALL TREES SHALL EQUAL OR SURPASS •VALLEY 1 7 Z CREST" STANDARDS FOR SIZE AND QUALITY. 0 = 4. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR ` \ . • t. q (� SURPASS HIKES NURSERY STANDARDS FOR SIZE 1 \ •• ,'� �- AND QUALITY. Q 1 5. SOIL AMENDMENTS AND FERTILIZER FOR ALL • '•� `� 42 143 144 145 146 147 148 \\ O� `�� _ -� CURRENT SOILS REPORT.PLANTING AREAS SHALL BE AS RECOMMENDED IN THE _ (REFER TO LANDSCAPE • � ° •• ' ' ' �— — -'l' -- �— — � � \\ 1 CO •'.. ' S 154 153 152 151 . 15 0149" SPECIFICATIONS.) •. : `�\ 6. ALL TREES SHALL BE PLANTED A MINIMUM OF 3'-0"\ \ \ �' ?f' / O• FROM WALKS, BUILDINGS, WALLS, AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE \ ` \ '� \ I� �' • . F PLANTED IN SMALL AREAS SHALL BE CENTERED IN 2 \ . 0 \ J v PLANTING AREA. \ W 7. TREES IN TURF AREAS SHALL BE PLANTED NO CLOSER THAN 3 TO EDGE OF SHOVEL CUT. °• oY \ •, , ■ j O 8. ALL SHRUB PLANTING AREAS SHALL INTERSECT \ � p HARDSCAPE AREAS AT 900 TYPICAL. Liji \ \ \ \\ ••. \\ Cfl CO O ■ ! Z 9. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED \ d (D \ +•: • •.� I IN A CURVILINEAR MANNER WITH A MINIMUM RADIUS P01 15I OF 3' TYPICAL. \ 10. ALL TREES SHALL BE STAKED OR GUYED ACCORDING \ \ i \ \ ` jw �'•'.'. TO THE FOLLOWING SCHEDULEi \ 0 LUCERNE COURT II 5 GAL. TREES: SINGLE STAKED PER DETAIL•U5Kt IL \ O \ \ \ / - - - - - - 15 GAL. TREES: DOUBLE STAKED PER DETAIL 5-5W..IZ \ ��\ 0. ' 24" BOX OR LARGER TREE: GUYED PER DETAILC-$pfr. i2 \ to + ALL VINES SHALL BE REMOVED FROM THEIR STAKES \ lop, �` •• •r t ; AND TRAINED ON WALL OR FENCE PER DETAIL. \ \ A,:, \ ) ,. � t p, . .� 1 -r-v F --• ;N�Tr-f I��'�1�. 57�eE�T ,.�cd�FT � • ••' c9 CS\ �' iVE1t1AY l�-ATIo►�L5 Vol g 1 �� :• o � 113. + t , 1 AL.L. VINES IN TURF /'NRF^e SHALL 15E I) o 9 ,1 I NeTA�.LrED IN CcNC RETE \/I N E + + 1 coLLARS ISR �TAI L - + ell \ \ c� j p 156 158 159 160 6 0 •�• ■• O ' Lo \\ — \� �� + ° 1 164 163 162 \\ / t ° \ / : (P + • •\, o \ �O 0 . 1 + 1 HEN HAW COURT LO 'rEi i i i O .0 00 r ' TREE LEGEND VINE LEGEND ` •: : 0. . - 1Tum ]m BOTANICAL NAys COMMON NAME 3YUN& M IOTAINCAL NAYS COMMON NAMZ CD • 0 0n—EC EUCALYPTUS CAMALDULENSIS. RED RIVER GUM CC CLYTOSTOMA CALLISTEGIOIDIM VIOLET TRUMPET VINE O C�_ EM EUCALYPTUS MACULATA SPOTTED GUM — CITY OF RANCHO CUCAMONGA O� IN EUCALYPTUS NICHOLU NICHOLS WILLOW-LEAFED � PP FICUS PUMILA CREEPING!lO r MATCHLINE SEE SHEET 13 � PEPPERMINT ® VICTORIA LAKES NORTH JP JASMINUM POLYANTHEMUM N.C.N. TRACT 13052 t ■ rIF EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM SHEET KEY MAP ��v p Ef ECALYPTUf StDEROXYLON RED IRONBARK MU MACFADYENA UNGUIS-CATI CAT'S CLAW STREETSCAPE / GREEN BELTS � • 1-- NOTE:•REMOVE ALL VIN ESlROM STAKES AND TRAIN ON WALL EST EUCALYPTUS TORQUATA CORAL GUM K7) TREE & GROUND COVER PLANTING PLAN PREPARED BY: PREPARED FOR: JM JACARANDA MIMOSIFOLIA JACARANDA GROUNDCOVER LEGEND cm�s'o'_ CATE w.C.s. Poo. Z's 1l9 O KP KOELREUTERIA PANI CULATA GOLDENRAIN TREE Otttfl��N pfCONIMttN0.0 fYM/O BOTANN:AL NAME COMMON NAME MORSE CONSULTING GROUP MORSE CONSULTING GROUP U LAGERSTROEMIA INDICA CRAPE MYRTLEGAZANIA c•w�•► rr /� �/� p�ARCH 7� T nr LYON 'SUNRISE YELLOW' GAZANIA — � PLANMNG �F.NGRVEERING 0 LANDS AP ARCH GCI UrtG J.S. Rn�MMiMG.FJKJM�NG.I.u�ftAl'EARCM/FL7URE li WQUIDAMBAR STYRACtFLUA AMERICAN SWEET GUM NAP _ NAP .�..v..o,�,v,rn gun� "na c waw.r 1. OAAWN w'a nwrnnn ►�wu+ �M.ffT 4860 IRVINE BOULEVARD• SURE#201 D NYOROSEEDMIX GROUNDCOVER Z �/— < OB NO. 240-08 ♦ NO MAGNOLIA GRANDIFLORA MAGNOLIA IRVINE.CALIFORNIA 92714.1299 fie WILLIAM LYON omh art+ 1 S.L.' . —11–0' 17 'MAJESTIC BEAUTY' HYDROSEED MIX TURF IRVINE (714) 730.7117 PALM DESERT / l �«m Cm•�M � AOAO •540 ARCHIBALD SUITE • U SCALE: 1' - 40' RANCHO CUCAMONGA. CALIFORNIA 91750 �� �O(iZ -I;,,� , r S.P.R.R. -rte M^J _ _ 51 50 49777 46 45 44 43 4 41 40 39 _ I � � - 7M .V + -f- r4- + + + + I FRIJI re"C�rr_L__ HIX ARRINGTON STREET 0 A 24" BOX ANDLARGER Z t + + + + — t t it m G cl)� o m J O -�, ,� M N m '2I�uo _mn -g ---moi I - Lo, N + t OOD Log- � NOTE. 192 193 194 195 196 97 198 1992 v _ FOR TREE, VINE, GROUND COVER LEGEND f r co SEE SHEET 13 N N o C� FOR GENERAL PLANTING NOTES SEE SHEET 11 r� -Time N I-F`rH F r"C.��- MIX -t c"� FOR PLANTING SPECIFICATIONS SEE SHEET 17 - W U _ J O N co T N 0) B 15 GAL TREE PLANTING c lit Oro - r N CV N I M o � 00 r p Z co O N N N WI N o W - Cal 2 Z _ __ _ __ _ - __ _ a I TI ISIS f` 00I O O r p ' O + r 'T f�'t�--� rer-o`f lAl MIX N > N I NM -- - — - � I W I Z - - — --- -- i _ - - - -t- _ t 2 X TIMES t71�METE-Z oi= FZooTk3ALL CO I O UI o0 I 201-0� o,c, ? 0 + � l I N o N N C 5 GAL TREE PLANTING *- I N I O N 5 GaNG� fib' • --- - I - -- ' ( O PSN SARATOSTREET ' _ T r�E i N �T.�,L.L Ihl CoNG FETE j + + \AUE CoLLAmS PEK PET•gIL -� + F P�N15H GRAf�E o ( 0 590 Q N I N 0 N Z - r 21 22 23 24 25 26 27 28 29 - 2_xMHE5 C)IAMETER of IeooTQAL.L W t MMMMmm WIN 01D VINE PLANTING TREE LEGEND MAT LINE SEE SHEET 13 ® AOMD PLANTING AT ETIWANDA rAR 4KWAY 1-30-tPl SYMBOL If" BOTAIMAL NAME COMMON NAME VINE LEGEND 0—EC EUCALYPTUS CAMALDULEN3IS RED RIVER GUM SYMBOL KEY BOTANICAL NAME COMMON NAME 0- EM RUCALYPTES US MACULATA SPOTTED GUM 0 CC CLYTOSTOMA CALLISTECIOTDVIOLET TRUMPET VINE CITY OF RANCHO CUCAMONGA EN EUCALYPTUS NtCHOLUNICHOL'S WILLOW-LEAFED \� PEPPERMINT VICTORIA LAKES NORTH A !P ltCUS PUMILA CREEPING PIG ■ EP EUCALYPTV3 PbLYANTHEMOS SILVER DOLLAR GUM SHEET KEY MAP TRACT 13052 ® JP JASMINUM POLYANTHEMUM N.C.N. ( • �—ES ECALYP I US STDEROXYLON RED IRONBARK STREETSCAPE / GREEN BELTS Q MU MAClADYENA UNGUIS•CATI CAT'S CLAM TREE & GROUND CO ER PLANTING PLAN � ET EUCALYPTUS TORQUATA CORAL GUM NOTE]•REMOVE ALL VINES FROM STAKES AND TRAIN ON MALL.-8 \ _ PREPARED BY:, PREPARED FOR: JM JACARANDA MIMOSIFOUTA JACARANDA V _t ^Onpoo"to '" O KP KOELREUMTA PAN"CULATA GOLDENRAIN TREE GROUNDCOVER LEGEND Z3lP�• cmv .No�NfMw w.e.t. Mo. Dl.I O N MORSE CONSULTING CROUPMJLA paco.�r�Er�Dao Lt LAGER3TROEMTA INDICA CRAPE MYRTLE SYMBOL BOTANICAL NAME COMMON NAME S. ORSE CONSULTING GROUP } �45 LYON �•° • pr F- PLAWNC•ENGINEEJMG•LANDSCAPE ARC .-•H••�Am•M•„ LS LIQUIDAMBAR STYRACIFLUA AMERKIArN SWEET GUM MAP • 'i c,ww.v"•iso OALANIA GAZANIA MAP O OwAWN �rwt morann ►rrottt►* •H■tT 'SUNRISE YELLOW IRVINEVINE,CAUFORNIAR92714�299 U1 �— S.L. OB NO. 240-06 + NO MAQNOLIA GRAWMMORA MAGNOLIA Z ��ie WILLIAM LYON�am CLn t . 12 17 — MAJESTIC BEAUTY' /` �l NYDRostED Mm GRovNDCovER IRVINE (T14) 7347117 PALM DESERT U _ (/ Cw"c+cso DwAWIPM NO. A01611ME ROADI 0540 ARCHISALO SUITE B NYDRosEED R! r SCALE: 1" = 40� RANCHO CUCAMONGA, CALIFORNIA 11750 ICf'i2 � L ® M1'OpOKt,1M I '� I h�►u/ FoI.11 nor4 c. MATCHLINE SEE SHEET 11 ,.� HENSHAW COURT — TREE LEGEND if co r SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS •-� — X59 1 1 Q EC EUCALYPTUS CAMALDULENSIS RED RIVER GUM 15 GAL. p• CMD O — EM EUCALYPTUS MACULATA SPOTTED GUM MiGAL. 0 1f O.Q r 1` 0 I O ■ •'p N r1 O EN EUCALYPTUS NICHOLII NICHOLS WILLOW-LEAFED 15 GAL. PEPPERMINT I I • ■ 166 167 168 169 170 CO • EP EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM 15 GAL. co f N O r •p 13 '� �p ES ECALYPTUS SIDEROXYLON RED IRONBARK 15 GAL., 5 GAL. SIZE AS INDICATED 1I SM5 MJ9 IrCNO`O iIi� •'d p op' • ;,'p••• ' •°' ' 2� U (I -- � i � ON PLAN..4 W No ON PLAN O ET EUCALYPTUS TORQUATA CORALGUM 1S GAL., S GAL. SIZE AS IN D ICATED JM JACARANDA MIMOSIFOLIA JACARANDA ?JBOX STANDARD 13 + r 0 — KP KOELREUTERIA PANI CULATA GOLDENRAIN TREE 24" BOX STANDARD ,0LI LAGERSTROEMIA INDICA CRAPE MYRTLE �. LAVENDER COLOR ° NICOLET QU c�+ LS LIQUIDAMBAR STYRACIFLUA AMERICAN SWEET GUM 15 GAL. 7r O + + MG MAGNOLIA GRANDIFLORA MAGNOLIA 15 GAL. 'MAJESTIC BEAUTY' _04 I N c\l N 1 a .p 5 9 Tim . r r + t0 r co . ••. r VINE LEGEND QIS 9 ■. SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS r 176 177 178 179 80 cc 4_ ■ a CC CLYTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET VINE 5 GAL. VIOLET, PALE LAVENDER, . . O PURPLE FLOWER. - • gi 20'-0" O.C. TYP. r +- ■, i� A FP FICUS PUMILA CREEPING FIG S GAL. • - 20'-0" O.C. TYP. 0 -5E NOTE MC&-CW ■ �' 1 O O JP J*SMINUM POLYANTHEMUM N.C.N. 5 GAL. WHITE FRAGRANT FLOWER 9 • - C 20'-0" O.C. TYP. �.`� 1 r ■ 0 - st.F M::iE rs_Lrw ..}. 0 MU MACFADY£NA UNGUIS-CATI CAT'S CLAW 5 GAL. YELLOW FLOWER '.. - • - 20'-0" O.C. TYP. r ••• + ♦ 0— 5EE Nc7TE f''�l OW .04 1 O NOTE: • REMOVE ALL VINES FROM STAKES AND TRAIN ON WALL. PROVINCE STREET 2 1 - - - - O ALL VINES m 'TURF AREAS m BE INSTAId.ED WITH CONCR= VINE COLLARS PER DETAIL. K + GROUNDCOVER LEGEND CG SYMBOL BOTANICAL NAME COMMON NAME SIZE COMMENTS 9 LS cc E S9 GAZANIA GAZANIA FLATS, @ 8" O.C. IS9 'SUNRISE YELLOW' IS S9 cg HYDROSEED MIX GROUNDCOVER SEE SPECIFICATIONS-SHF-r-T 1'7 6 7 1 • ' SEE SPECIFICATIONS-5HF-F-T 1-1 HYDROSEED MIX TURF Ai- • .Q , • 1 \,L2 BASELINE ROAD NOTE: ATV o FOR GENERAL PLANTING NOTES SEE SHEET 11 CITY OF RANCHO CUCAMONGA FOR PLANTING DETAILS SEE SHEET 12 ' VICTORIA LAKES NORTH FOR PLANTING SPECIFICATIONS SEE SHEET 17 TRACT 13052 2 SHEET KEY MAP STREETSCAPE / GREEN BELTS TREE & GROUND COYER PLANTING PLAN _ PREPARED BY: PREPARED FOR: OATS _ A►r..omoo �r w.e.l. No.Z-T�P_9 J CIT•r lNOIN— LTING GROUP �•�•� AlCO,rIMtNOlO MORSE CONSULTING J. A E `•' � S H R AWNG•ENGINErERJI VC 9 LANDSCAPE ARCHITECTURE LYON �' -� wv L t+Lsaw..n I.is. OAAWN w94 m«fsnq •.ur avn •M!!T HAP NAP 4860 IRVINE BOULEVARD,SUITE#IZoI �-" �p S.L. JOB NO. 240-06 ��� Z IRVINE,C(714)730-7117 fie W I L L I A M LYON om a 17 IRVINE (714)7347117 PALM DESERT � C� owAwINS No. 1540 ARCHIBALD SUITE S I l0f!I�r L 9A8ELNdE ROAD SCALE. 1• 40' RANCHO CUCAMONGA, CALIFORNIA 9170 OATS , F ' -- Ri f x� � S.P. R.R. 7v c - _ _ _._._ __." _,_._... ____ ____.__...... _ .-_....._.._..:_..7 ..__..r- .._ ,_,_ .._ yam. _ •_ • _ _ - _ __ w f 11�7 3 1 58 5756 55 54 53 52 ■ � 60 u 0 62 NOTE: I I ■ FOR SHRUB LEGEND SEE SHEET 16 I ■ ; FOR TREE PLAN SEE SHEET 11 CO ■ + + � O . • o • t t ■ Ln I 11 N 1 \ 1t w 1 DI _ 1 � 1 P� + FZ I . , ■ ti w � - w _ Z 43 144 145 1 146 1 147 148 ,t \\ .� \ , ,,. . ■ ❑ �1 4 151 1 0 - _ l_ I � � -%\ \ ;• �;, ❑ 55 15 153 152 5 149 \� � • , ' • ��� �� Q) \ \ \ \\ cp ■ O. ■ \ ( 4 O, �.. + + \ \ \ \\ 0 I{ \ , �, � t \ ❑ O �G1 11 ■ + 158 159 160 6 t 156 j57 .' + 0 + \ \ o t ■ + Oma— ■ � y \ \ CP t� ■ o o �'— ■ o 0 0 0 EXISTING SH BS 164 163 16 2 COTONEASTE LACTEUS 'PARN�Y� ��� + + \ o • GAL. @'6' O.C. \ ❑ ' . .. \ a + O O ■ + • J FXISTING SHRUBS � \ ` \ � t \ + ❑ .• \ ACACIA REDOLENS 1 GAL, -@ 6' O.C. jo ■ 0 v ' o LO • 00 ■ T jO t ..x i W Q ■ • TW SHRUB LEGEND + ■ • _ MATCHLINE SEE SHEET , CITY OF RANCHO CUCAMONGA SYMBOL HEY BOTANICAL NAME COMMON NAME VICTORIA LAKES NORTH SC �°MsoN JEWEL' BOUGAINVILLEA SHEET KEY MAP TRACT 13052 STREETSCAPE / GREEN BELTS 0 PF PHOTINA FRASERI FHOTIMA P"' 'VP R E FORUM TOBIRA TOMA H R U B P TING PLAN PREPARED BY: PREPARED FOR:ATAI CATS PTw PfTTOSPORUM TOBIRA TOBIRA `\ AMPwOvtO !Y 'WHEELER'S DWARF VVV A.t.t• /I�p, GTY [NOINt O RI RAPHIOLEPIS INDICA INDIA HAWTHORN MORSE CONSUL77NG GROUP P O[SI�N R[GOMM[NO[O Y OSHA _ MORSE CONSULTING GROUP �•S• ►u>�c 9rM-mlYwCe ala PCAft0a>trnW O+ XC XYLOSMA CONGESTUM X LYON 'COMPACTA' F- PLANMNG •ENGINEERING■LANDSCAPE ARCHITECTURE •I m owAwti e++e �>i.�,sr�n ..•rwrst 0rl�f7 NAP NAP M AA AGAPANTHUS AFRICANUS LILY-0F-THE-NILE C 4860 IRVINE BOULEVARD, SUITE#WI (D S.L. .JOB NO. Z4O—OB Z IRVINE, CALIFORNIA 92714-1299 ��ie WILLIAM LYON `Camh an ll -14- IRVINE, DAYLILY IRVINE (714) 7347117 PALM DESERT / C/ �� on�►wl«� rlw. Hs HEMERocALLlSSPP also ARcxleALo sut7E s CO CMVSSA MNORORA HAM PLUM BELME ROAD RANCHO CUCAMONGA. CALIFORNIA 91730 owtr lo` PR _ • OSTRATK I r SCALE: 1' = 40' S.P.R. R. _ rte-?-'-�- _. c = - - - %' I • — - r -�l=�l- i '1�\ �Cr _oc ------- �- - - --- — ___ �, -- - _- 45 44 43 42 41 40I 51 50 49 48 47 46 39 1 I 00 D n S Z m Io I M NOTE: mO m N FOR SHRUB LEGEND SEE SHEET 16 cn • i FOR TREE PLAN SEE SHEET 12 z m i �D -� A � + I t c0 192 193 194 195 196 197 198 199 N co r efi co N O r r O ONO r cy N N M co O M N co � 00 CD N r O f i �t N N co + I O _ lilt Oro T- r O I M N N N co � W m co ' O Lo Z co *- r O N N N I M O t Q � I I ( rF NII co I O co t r O r• N N N I M I I it - \ 1 . OO N r coal r 0 1O N t CrOIi N N N I O N co _ I -- ■ PM if + 15 + Q N 5' N J (� c N Z i I'T' Q —1 1 21 22 23 24 25 26 27 28 29 �.. W t MAT C LINE SEE SHEET 16 mscmrnom or =a DATE SHRUB LEGEND CRY OF RANCHO CUCAMONGA SYMBOL KEY BOTANICAL NAME COMMON WAVE VICTORIA LAKES NORTH BC BOUGAINVMLCN BOUGAINVILLEA CRIMSON JEWEL' TRACT 13 052 0 PF PHOTINA FRASERI FROTINIA SHEET KEY MAP STREETSCAPE / GREEN BELTS PTv PPITTOSPORUM TOSIRA TOMRA SHRUB PLAN ING PLAN PTw PITTOSPORUM TOBIRA TOSIRA \ _ PREPARED BY: PREPARED FOR: F V\ .PPOOV60 G 7--3 3 Q-pS4L O [tionv[t RI RAPHIOLEPIS INDICA INDIA HA*-MORN crry w.c.�. Mo. ITril �[.�MN IDeCpMM.N0.0 Q+ XC XYLOSMA CONGESIUM XYLOSMA =.EF. MORSE CONSULTING GROUP MORSE CONSULTING CROUP COMPACTA' _ LYON �.5. 4w."d�AM�... � F- PLANMNG •ENGINEEMG LANDSCAPE ARCHITEC?URE mtpc•�� �B AA � AGAPANTHUS AFRICANUS LILY-0F-THE-NILE NAP NAP � DwAwN w.�w �'x`,.�rs i,����� .urotwr s►�MMT 0 4860 IRVINE BOULEVARD. SUITE #1201Gam' (p JOB NO. 240-06 SPIN DAYLtLY Z 17 IRVINE. CALIFORNIA 92714.12% �^e W I L L I A M LYON lea m a yr � s'L. �_o, HS HEMEROCALLIS IRVINE (714) 730.7117 PALM DESERT j 00 CARIssA Ddu NATAL PLUM SE ROAD RANCHO CUCAMO CALIFORNIA 111�0 �� oai►w�M uw 8540 ARCHMtiAID iUITE i 'PROSTRATA' SCALE: 1' = 4 0' 1 V Z_ , r MATCHLINE SEE SHEET 14 SHRUB LEGEND co r SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE COMMENTS BC BOUGAINVILLEA BOUGAINV?LLEA 1 GAL. RED FLOWER 'CRIMSON JEWEL' ° O I NPF;~ZI I PHOTINA FRASERI PHOTINIA 5 GAL. - 0 .� • o PTV PITTOSPORUM TOBIRA TOBIRA 5 GAL. . � 'VARIEGATA' ° 166 167 168 169 170 .. � N --�- --�-- - -�- -� - - -3 -a�- r PTW PITTOSPORUM TOBIRA TOBIRA 5 GAL. cn O r I 'WHEELER'S DWARF' O + ° o r- RI RAPHIOLEPIS INDICA INDIA HAWTHORN 5 GAL., 1 GAL. PINK FLOWER SIZES PER PLAN i ° � o r N ° o �} XC XYLOSMA CONGESTUM XYLOSMA 5 GAL. O) *� i 'COMPACTA' r ❑ AA AGAPANTHUS AFRICANUS LILY-OF-THE-NILE 1 GAL. BLUE FLOWER N , d HS HEMEROCALLIS SPP. DAYLILY 1 GAL. YELLOW FLOWER I O r G r — --._. Von � CG CARISSA GRANDIFLORA NATAL PLUM 5 GAL 4' O.C. MAX. I O _ _ _ _ _ 'PROSTRATA' I to a r N O O .- + .- o I I � I N o ' N r O ° i C3 I I T Hg -,,,a r 176 7 178 179 180 NOTE: N + _ _ .._ _ . _ - 'r' FOR TREE PLAN SEE SHEET 13 N r + , r + . 1 ' � t Lo 4- _ - r � + co r + + I S F _ I PF 6 7 1 o o 0 , BASELINE ROAD I SAM AM _ CITY OF RANCHO CUCAMONGA VICTORIA LAKES NORTH TRACT 13052 SHEET KEY MAP S i REETSCAPE / GREEN BELTS ' SHRUB PLA TING PLAN - - - PREPARED BY: PREPARED FOR: Q/ 111111 CATS - _ Wry upd0opVmP400.�r A.C.S.w.C.[. Z3 Bp 2 \ ' _ CITY N E CONSULTING GROUP o[�1�" w[CAMM[►Jo[o . MORS CMORSE CONSULTING GROUP r J.S. ftA VOW.roc.L PAXS"K ARCY07 "M LA,o M/ks LYON H " PLANNING •ENGINEERING o LANDSCAPE ARCHITECTURE ...•."•War,.•'••"•. OwAWAI � �riacnt,�l�u�.u��.�>, •, rarn �M[<T Ir/IP 0 4860 IRVINE BOULEVARD. SUITE Owl �/& WILLIAM — �p S.L. JOB NO. 240-06 16 17 NAP = IRVINE, CALIFORNIA 927141299 � LYON om " t IRVINE (714) 73 .7117 PALM DESERT py�tp Iownwl� WO- i540 ARCM1iAt0 iUfTE i RANCHO CUCAMONGA. CALWORMA 91750 �wt� AWLW ROAD; SCALE: f a 40' . r LANDSCAPE SPECIFICATIONS IRRIGA11ON ' SPECIFICATIONS 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 9. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR HIS 1. QUALITY ASSURANCE: PERMITS AND FEES - CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. MANUFACTURER'S AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING BUILDING LAWS. TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. ALL LOCAL, MUNICIPAL AND STATE LAWS, AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY IS REQUIRED. PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, ANYTHING CONTAINEO IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OR REQUIREMENTS OF SAME. MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE 10. MAINTENANCE SHALL BEGIN WHEN LANDSCAPE ARCHITECT OR HIS HOWEVER, WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS. THE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. A SUPER- SHALL CONTINUE FOR A PERIOD (iso) ONE HUNDRED AND EIGHTY DAYS INTENDENT SATISFACTORY TO THE OWNER'S REPRESENTATIVE SHALL BE PRESENT ON THE SITE AT ALL TIMES DURING PROGRESS OF THE WORK. THE SUPERINTENDENT SHALL 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE AND SHALL TERMINATE UPON ACC CEPTANCE BY THE CITY OF RANCHO NOT BE CHANGED EXCEPT WITH CONSENT OF OWNER'S REPRESENTATIVE. SUPERINTENDENT SHALL BE AUTHORIZED TO REPRESENT THE CONTRACTOR. PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING 2. PRIOR TO SUBMITTING BID, EXAMINE THE SITE AND THE CONDITIONS THEREOF. DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND 3. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL LABOR, MATERIALS, TOOLS, MACHINERY, AND EQUIPMENT NECESSARY TO INSTALL A UPKEEP. COMPLETE SPRINKLER SYSTEM AS SHOWN ON THE IRRIGATION PLANS, INCLUDING TRENCHING, BACKFILLING, ETC. 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT FINAL APPROVAL AND ACCEPTANCE OF WORK WILL BE GIVEN AT THE END OF 4. USE ONLY NEW MATERIALS OF BRANDS AND TYPES NOTED ON DRAWING OR APPROVED EQUAL. ALL PIPE AND FITTINGS SHALL CONFORM TO SPECIFIC REQUIREMENTS AND PIPE OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN MUST BEAR STANDARD MARKINGS. TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE 100 PERCENT GERMINATION AND PLANT - ESTABLISHMENT IS OBTAINED. GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT RESERVES THE OPTION S EXTEND THE MAINTENANCE 5. PROTECT THIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE AS A RESULT OF THIS WORK. 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT 6. PRIOR TO COMMENCING WORK ON THE PROJECT, ARRANGE AN ON SITE CONFERENCE WITH THE LANDSCAPE ARCHITECT, OR HIS DULY APPOINTED REPRESENTATIVE. MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE IS COVERAGE REQ THAT FURTHER. MAINTENANCE IS REQUIRED �'O PROVIDE 7. THE INSTALLATION AND OPERATION OF THE SYSTEM MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER COVERAGE REAiITKED. ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER 11. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF 8. IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK. CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD 9. WHEN THE SPRINKLER IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST 'IN THE PRESENCE OF THE ARCHITECT, TO DETERMINE IF THE WATER COVERAGE FOR TO DRAIN AWAY FROM WALLS. OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION FROM PLANS, OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO 6. APPLY APPROPRIATE PRE-EMERGENT HERBICIDE TO ALL GROUND COVER AREAS. OF MAINTENANCE PERIOD. THE ATTENTION OF THE ARCHITECT. THIS TEST SHALL BE 'ACCOMPLISHED BEFORE ANY GROUND COYER IS PLANTED. APPLY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 12. TURF HYDROSEED MIX: 10. COORDINATE THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING_ PIPE, WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE PLANTING OF TREES,7. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE CROSSRIPPED SEED: 90% FALCON FESCUE SHRUBS, OR OTHER PLANTING. TO THE EXTENT POSSIBLE OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. 10% MERIT KENTUCKY BLUE 11. FIELD QUALITY CONTROL: THE CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT AS MUCH AS POSSIBLE ANY OVER- ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SHOULD BE AT APPLICATION RATE 12 LBS. PER 1000 SQ. FT. SPRAY ONTO WALKS AND ROADWAYS. NO SPRAY IS PERMITTED ON BUILDINGS. IF IT IS DETERMINED THAT ADJUSTMENTS IN IRRIGATION EQUIPMENT WILL PROVIDE PROPER REMOVED TO A MINIMUM OF SIX INCH DEPTH. CELLULOSE FIBER MULCH 1500 LBS. PER ACRE AND MORE ADEQUATE COVERAGE, CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS PRIOR TO PLANTING. ADJUSTMENTS MAY INCLUDE CHANGES IN NOZZLE SIZES OR DEGREES OF M BINDER SOILS STABILENT 60 GALLONS PER ACRE. ARC AS REQUIRED. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS ANO AT HEIGHT AND DISTANCE 8. FOR TURF AND GROUND COVER PLANTING THE FOLLOWING AMENDMENTS 12-12-12 COMMERCIAL FERTILIZER AT 300 LBS. PER ACRE FROM WALKS, BUILDINGS, ETC. , AS NOTED. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH, AND PROVE WATERTIGHT. SHOULD BE UNIFORMLY BROADCAST AND THROUGHLY INCORPORATED TO TESTING OF PRESSURE MAIN LINES SHALL OCCUR PRIOR TO INSTALLATION OF ELECTRIC CONTROL VALVES, QUICK COUPLERS OR ANY OTHER EQUIPMENT THAT MIGHT PREVENT A DEPTH OF 4 - 6 INCHES,BY MEANS OF A ROTOTILLER. 13. GROUND COVER HYDROSEED MIX: A PROPER TEST FROM BEING PERFORMED. SEED: LBS/ACRE PURITY GERMINATION AMOUNT PER 1000 SQ. FT. LOTUS KALO 8 95 % 85 % 12. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A COMPLETE SPRINKLER SYSTEM INSTALLED AND READY FOR USE WITHOUT FURTHER COST TO em GAILLARDIA ARISTATA 2* 95 % 75 % 13. RECORD ACCURATELY ON ONE SET OF REPRODUCIBLE PRINTS OF THE DRAWINGS, AN AS-BUILT PLAN KEPT UP TO DATE AS THE PROJECT IS UNDER CONSTRUCTION. IN ADDI- 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED GAZANIA SPLENDENS 8 70 % 85 % TION, DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION OF PRESSURE SUPPLY LINE ROUTING, ALL VALVES, PLUG TEES AND CONTROL WIRE. FROM REDWOOD, FIR OR CEDAR SAWDUST E CALIFORNIA 2 95 % 75 % 12 LHS. 16-20-0 AMMONIUM PHOSPHATE "MISSIONISSION BELLS" 14. ALL SPRINKLER HEADS AND PIPING SHALL BE INSTALLED PER THEIR DETAILS, IN THEIR RESPECTIVE LOCATIONS, AND SHALL BE OF THE MANUFACTURER NOTED UNLESS B ALYSSUM 3 95 % 80 % OTHERWISE APPROVED. THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL "CARPET OF SNOW" 15. SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. MANUFACTURER WARRANTIES SHALL NOT REPLACE THIS BE EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES LUPINUS NANUS 2 95 % 70 % GUARANTEE AND CONTRACTOR SHALL BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED MATERIAL. THE DEPTH OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE O'CONNORS LEGUME 5 98 % 85 % EQUIPMENT AND WASTE TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT.16. UPON COMPLETION OF THE WORK, REMOVE ALL EXCESS MATERIAL, USED WITHOUT AMENDING FOR BACKFILL TO THE DEPTH OF THE RObTBALL. IL THE BACKFILL MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST MIX APPLICATION RATE- 30 LBS/ACRE 17. THE SPRINKLER INSTALLATION SHALL BE DE AND MPLETEEU TIL ALL SPRINKLER HEADS VALVES AND AITERELADAPPROVED TIMI--M TPDRAWRRVE IN HAVE BEEN I ED. OF THE FOLLOWING FORMULA: CELLOLOSE FIBRE MULCH - 2,000 LBS/ACRE WILL ADJUSTED TO BEST CONFORM TO THE CONDITIONS AZ- TAC SOIL STABLIENT- 80 LBS/ACRE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE 0 IRRIGATION SYSTEMS FOR 90 DAYS AFTER INSTALLATION. 6 PARTS BY VOLUME ONSITE ROCK FREE SOIL FERTILIZER - 200 LBS/ACRE UREA FORMALDEHYDE 18. TRENCHES SHALL BE EXCAVATED TO SUFFICIENT DEPTH TO PROVIDE COVERAGE OF 18" OVALL PRESSURE SUPPLY LINES AND 12" OVER ALL NON-PRESSURE LINES. 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 1 LB. 16-20-0 AMMONIUM PHOSPHATE PER CU. YD. OF MIX 14. NOTE: SLOPES 5' OR HIGHER IN VERTICAL HEIGHT AND OF 2:1 OR GREATER 19. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, 2 LBS. IRON SULFATE PER CU. YD. OF MIX SLOPE WILL BE PLANTED TO CITY STANDARD OF 1 - 15 GALLON OR LARGER SUNKEN AREAS, HUMPS, OR OTHER IRREGULARITIES. TREE PER EVERY 150 SQ. FT. OF SLOPE AREA, 1 - 1 GALLON OR LARGER SIZE 20. PLASTIC FITTINGS SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDE INJECTION MOLDED AND SIDE GATED. WHERE THREADS ARE REQUIRED, THESE SHALL BE INJECTION THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN SHRUB FOR EVERY 100 SQ. FT. OF SLOPE AREA, AND GROUND COVER AS SHOWN MOLDED ALSO. ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER ON PLANS. IN ADDITION SLOPES IN EXCESS OF EIGHT FEET IN VERTICAL HEIGHT PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF AND OF 2:1 OR GREATER SLOPE SHALL ALSO INCLUDE ONE 5 GALLON OR LARGER 21. INITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER 'THAN 1/2" IN SIZE. 5 LBS PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME SIZE TREE PER EACH 250 SQ. FT. OF SLOPE AREA. ALL TREES AND SHRUBS SHALL WELL ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE PLANTED IN AN INFORMAL DRIFTS AS INDICATED ON PLANS AND NOT ON 22. COPPER PIPE SHALL BE COPPER WATER TUBE, TYPE "K." FITTINGS SHALT. BE WROUGHT COPPER OR CAST BRONZE SOLDER JOINT. BE DECREASED. A GRID OR WITH UNIFORM SPACING. 23. ALL MATERIAL REQUIRED FOR THE PROJECT SHALL BE AS INDICATED IN THE LEGEND AND INSTALLED ACCORDING TO SAME. 24. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS: (a) ONE 30" SPRINKLER KEY FOR OPERATION OF SPRINKLER CONTROL VALVES PER LOT. il TWO KEYS FOR EACH CONTROLLER. c TWO COUPLERS AND MATCHING HOSE SWIVELS. d ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. THIS CHART SHALL BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. WITH EACH STATION INDI- CATED IN A DIFFERENT COLOR. CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC 20 MILS EACH. (e) ONE 36 INCH SOIL PROBE, OAKFIELD MODEL B OR APPROVED EQUIVALENT. 25. MAINTENANCE SHALL BEGIN WHEN LANDSCAPE ARCHITECT" OR HIS REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WQRK. MAINTENANCE SHALL CONTINUE FOR A PERIOD OF ONE HUNDRED AND EIGHTY DAYS AND SHALL, TERMINATE UPON ACCEPTANCE OF THE CITY OF RANCHO CUCAMONGA. MAINTENANCE SHALL INCLUDE ALL REPAIR, REPLACEMENT, CLEANING AND ,ADJUSTING NECESSARY TO KEEP ALL PARTS OF IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE. r magg"on OF NOW= ATI CITY OF RANCHO CUCAMONGA VICTORIA LAKES NORTH TRACT 13052 STREETSCAPE / GREEN BELTS PREPARED BY: PREPARED FOR. LANDSCAP AND IRR TION SPECIFICATIONS OATt - - 8 CfTy •WOWS Q.C.t. 1110.Z F MORSE CONSULTING GROUP �•1•W muclomMENO.O LYON MORSE CONSULTING CROUP l��o�w►s ►u,rl�nlc.arrn+�rrc•tw�scArc Mcyarzr�v� PLANNING*ENGRVEE eING•LANDSCAPE ARCHITECT URE -°VVC w� .W�-� O/IAWN ■rwl rnorionn nurocv+t •M•fT 4860 IRVINE BOULEVARD,SUITE#201 �p JOB NO. 240-06 IRVINE,CALIFORNIA 927141299 WILLIAM LYON Team ami- 17 �-- 1 IRVINE (714) 7307117 PALM DESERT ,� 0540 ARCMMAL0 $VITE S o.•caso O/1AWIM vdm RANCHO CUCAMONGA. CALWORN1A 91730 *AA O(�Z.. �•- t