Loading...
HomeMy WebLinkAbout1158-L i. v QUANTITY ESTIMATES LES N6,4WTar450 AREAS ONLY) VICTORIA PARK LANE (Milliken Avenue to Kenyon Way) Turf Area 124,458 S.F. Groundcover Area 125,228F. Equestrian Trail 22,290 .F. VICTORIA PARK LANE (Kenyon Way to Rochester Avenue) Turf Area 88,043 S S.F. Groundcover Area 100,213 S.F. Equestrian Trail 17,670 S.F. , VICTORIA PARK LANE (Rochester Avenue to east tract boundary) Turf Area 35,748 F. THE W, ILLIAM LYON COMPANY INC . Groundcover Area 24,658S.F. Equestrian Trail 8,670 S.F. KENYON WAY (Milliken Ave.to Woodruff Place) - 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA CALIFORNIA 91730 Turf Area Groundcover Area " •�78.'SSF KENYON WAY (Woodruff Place to Victoria Park Lane) Turf Area 37,296 S.F. Groundcover Area 35,105 S.F. KENYON WAY (Victoria Park Lane to SPRR) Turf Area 1g46oSF. Groundcover Area 22,675 S.F. FAIRMONT WAY HIGHLAND 3_ AVE. Turf Area 23,863 S.F. 'SHEET INDEX -- - :�__ - - Groundcover Area 31,130 S.F. " WOODRUFF PLACE r1.�.p j � - -� Turf Area I' Groundcover over A rea .. - � i . G _ LARK DRIVE - `-' Turf Area 20,637 S.F. t4 P. .;: O O� /l, Groundcover Area 16,560 S.F. d` \' "i °^ ROCHESTER AVENUE :.::..; (Victoria Park Lane to SPRR) X COVER SHEET _ { S >::... : Area Turf A 14,634 S.F. Groundcover Area 18,144 S.F.. • �' 66...�.,„S`'sw'r?:>:i.i:i:'?::<,:,f:�i::-:-i::'s:�1:�:�:-:?t::,:.,:.::::::'::°ri _V -- - ROCHESTER C-1 THRU C-11 CONSTRUCTION PLAN T` AVENU (SPRR to Baseline) Turf Area $fit, S.F. y.. Groundcover Area iy NAP. > x ; �t. T TA —1 THRU 1-11 IRRIGATION PLAN a `-= - - ` >r Turf Area 450.524 S.F. I I Groundcover Area 3Fp,00 S.F. ._ NoTP. 1�rOF 0 T MANTENANCL T-1 THRU T-11 TREE, VINE & GROUNDCOVER �' '� -' — _ — � -4'�' ^• - _• _J�--` -sr � � �� N•�P ``REAS - IN9TiNl-•t. PE'R f'VAN. PLANTING PLAN 10 1-19 T 1, rw '"� 1` ° ` •.";•; J-..:..... -"^'•`+,:;(rte , .,, Q R - 1 > S-1 THRU S-11 SHRUB PLANTING PLAN r D-1 CONSTRUCTION DETAILS — C-59 15, T-- 5, S-5 D-2 IRRIGATION DETAILS & LEGEND ... . . .. . ......... .... .:....:.....:;.. ::: ...:.. ......::..:.... .. SP-1 CONSTRUC' •ION SPECIFICATIONS � :.. G_ 1-49 --SP-2 IRRIGATION SPECIFICATIONS T= S-4 - SP-3 IRRIGATION SPECIFICATIONS SP-4 LANDSCAPE DETAILS, LEGEND • SPECIFICATIONSL - = ` " '� ` ' r • • ♦, + •i i •� -=J- J^•ter ¢ i =� �.:y�° 1 .� -J #5 � V'o MORCONSULTING - a - SE NNINGPLA • _ ENGINEERING LANDSCAPE ARCHITECTURE x K - i 4860 IRVINE BOULEVARD, SUITE #201 SOUTHERN p , c fG:c r -.iltJGl.1r � IRVINE, CALIFORNIA 92714-1299 (714) 730-7117 SHEET KEY MAP RJMPLAN CHECK SUBMITTALS 0 Submitted Department Returned Approved _ 1- DESIGN GROUP , -$, 0 8_261-81 P1arlri+n 10-'1-8Y 0 10-29-f31 rr Z ANNING AND LANDSCAPE ARCHITECTURE 4860 IRVINE BOULEVARD,SUITE 203 IRVINE,CA.92720-1999 (7I4)731-2522 NO SCALE Q �NsEi�<qa--JTITY E'5TIM��s C1 Ty M11JH MMNtS 8-5-$8 ABBREVIATIONS VICINITY MAP PROJECT SITE 0FL•ETE RC�--HESTF_=R ^VEHJV 5 .RR, ro (0-14- . . @ AT DS. DOWNSPOUT INV. INVERT ELEVATION S. SEWER A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. 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-GRACE A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET SHT. SHEET Q P ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET U ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS w f-GDESCRIPTION OF REVISION DATE gppROVED ghland Ave. APPROX. APPROXIMATE E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE CITY OF RANCHO CUCAMONGA B.C. BEGINNING OF CURVE EX. EXIST. EXISTING MII. MANHOLE ST. STREET PACIFIC Baseline Rd. B.C. BOTTOM OF CURB F.F.E. FINISH FLOOR ELEVATION MIN. MINIMUM SFS. SURFACE FOUR SIDES �� B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH T. TANGENT 9°qo i nACT 13279 - BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TOP OF CUn3 FoothlI Blvd. VICTORIA VINEYARDS NORTH B.S. BOTTOM C. , COND CONDUIT F STEP F.FTS. FINISH FEET, FOOTFACE OOC, ONMCENTER T.F. . Top OF CATC-1 ASii1 TOP OF FOOTING94STREETSCAPE CD C.B. CATCH BASIN FTC. FOOTING 0.D. OUTSIDE DIAMETER ".C. T�9 OF CRAT3 Q a a m C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE m a m cc C.J. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE T.P. TOP OF PAVINGi 3 COVER SHEET C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP 5 a cc w C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED .-SIM P.R.C. POINT OF REVERSE CURVE T.W. TOP OF WALL w l OAVS C.O. CLEAN OUT G.P.M. GALLONS PER MINUTc. PL. L PROPERTY LINE TYP. TYPICAL s9N 0 rITY KNOtN w R.C.S..C. ND. 22397 CONC. CONCRETE GR. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE DESIGN RECOMMENDED CONT. CONTINUOUS f,RND. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL BERNARDINO FREEWAY 1 - 10 (&,MORSE CONSULTING GROUP CSK. COUNTERSINK H. ,IIT. HEIGHT R. , RAD. RADIUS W. WITH I D.K. WWRAW G0FAVN SOCaLA WCAPEARaffrwn)XE I—AU;1A UM Ity*4 8=L%'MD.RKM 061 CLI. CUBIC HCR. (HEADER R.C.V. REMOTE CONTROL VALVE W. WEST DRAWN slvlt R`�`(7141? 71itu""nt ( MUdM3UR SHSST DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING JOB NO. 240-46' X —OP 51 D.F. PRINKING FOUNTAIN if.P. HIGHPOINT REQ. REQUIRED D.K. DIA. O DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD SS � (�� �}�I CHCKD I .� ' 1 lD-� kAWING too. •A" t d-e, I✓INI�� fr�- 'r�l� IL �� -tI•t� p T Ft�ITt��rJ 1= �U�11.,,� � R�,f�l r V�//a I`gi d I�' ►'�° , .�, -1f- = �G Ti�A�I I,I N `; , -- ���_,_" 4 F CoL HTl��t' E ST.aT� I✓Er�E, �o, bOx 12��, >= I,s,>A C�Ic'ISTf CA g2�� `13, e�F:- V/,I�.���. C I� G61 - 223"1. INSTAL L. iER CITY STANt�R� -"f'���`.,. �I���;a. �,�-��.�I �•--,;.��?'��G�' `�,J�_L awl NGlolo cz coN� ISTENT Jtil/ CIT`I' �o Nc1 VI NE, Cou-AIRI) -rye. S A•No1n I ffo IQ, TN4IIIj 1, /II Tr+ E I_, /,Nr E:\/ TSE cj= IN5TALLATo1-1. TYP 0QUE5Ti�IP.N T-19AI 1, SE�CTION , SES ro a. - - ING�T�LL YIN SURE M �.� �, r1 N oN Nl��• - I .1 � i I f I ql o I r �Q 1,���''r'�lal -� ,�►I !� n- I i TY o.c-- 2� - IJ ---- •.,________ _ ' M H ------------ wi I k - '`•• T (� ��S �1 qp� - _ 1 1 - •--. ;T� �qNs TRACT 13442 ., '• s w wl =1 C r Q 1 O ••. Q WI I VICTORIA I �, - + z — - YI + PARK 1 - - 9= V,� lot Lu J l �- W ••' e. J I '.., V I � Ill •••' ' 1 t _j �1 I v ••• =n 4 TR CT 13 4 4 3 v cxv •, ;�" io' ��.�'♦ o �v tiV p�titi� I I2"12 ��titi a��'✓ wt� a r -�o� e � �� oP� D� �'.o'' �� ,�1• �- �� �� rla!.� ``! !J.• '°�O I !1��If..�D P�f"fii�'�-t �U I i�, ., 5 E IS, 9"' jam f`.� l�� \ o v ♦ ININ \ 0. �•Vti PIi IN, CONSTRUCTION LEGEND , CIO � ' ♦ ♦�,� 1 41 6 HT. SLUMP BLOCK WALL, cc SLUMP BLOCK RETAINING WALL; +0 �� Y Z SEE GRADING PLAN. CONCRETE WALK. p_I S Sc NOTE: 6• WIDE CONCRETE MOW STRIP. SEE STREET IMPROVEMENT PLANS FOR GRADING E AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL ti ............p••••••••••••••••• WROUGHT IRON FENCE OVER LOW BLOCK WALL I S' WITH COLUMN SIE SEE EaGII`1EE12S STREET IMPPoVEMENT PLa.T1, S F;-?R TAT D I34g3 FoR INFof�M�•Tioi� old 13��5 Boxes �11� i�ItJI�IPE 2 AbD� Ba.DoKS �OX �i �RAIIy.PlP6 T1-tIZU CURB cv-I-13b ------------------ EQUESTRIAN FENCE. THROUGH GUR�• IF THERE 11I ANY 011 :cI;?r-FAAcl ff- ANP T>%. NOTi FY THE Lid V51'&p E AFCH I TF-GT• © oEscAl -T DATE APER VEO MO►OSE.3N/M .E11ENigM CITY OF RANCHO CUCAMONGA y TRACT 13279 1II VICTORIA VINEYARDS NORTH MI, M III 1 li ( I r 11) I Isw EErneo..o cw+n � ( 1 Lm III nomG«"T i STREETSCAPE � I I owr tsEta.,.au i I VICTORIA PARK LANE V ' M CONSTRUCTION PLAN V1 ,v i;j PREPARED BY: PREPARED FOR:Lm Lm _ TR • i�� Aaanov[0 Wry �i li �a� R G!. ►f0 22397 cmr ENOINQR VIl ws I DESIGN A[GOMMEND[O `m "�' MORSE CONSULTING GROUP �ORSE CONSULTING CROUP . .,.... r i I LYON C P �,WNC. ,d. �, ,. . ��.� ..�tAL,wE."I avid NWX% 1M VIII 1X • M I no PLANNING •ENGINEERING LANDSCAPE ARCHITECTURE DRAWN ,1,u1>p11i1 SHEET L LM - � � � � 4860 IRVINE BOULEVARD, SUffE #►201 �' � C.P• JOB NO. 240-46 C_1 os�_ IRVINE,CALIFORNIA 927141299 /Ae W I LLI A M LYON�am fi a�i • ^ (714) 7347117 p-MCKip ___� DRAWING "I .I I 8540 ARCHIBALD SUITE 13 ` i „ RANCHO CUCAMONGA, CALWORN1A 91750 � u SCALE: 1 =30 KEY MAP NO SCALE • Fkx couNTRY F55TATff, ro, 80x 12681 J u,4 N CAtI s Tf:? ldO cA 9 2r, 9 31 IN5'TALL, I"ER CITY �T.�1t�AI4.D t�RAWI NG Nolo � CoNS IS`j�NT �j/ CITY • s TaNn� �o� T1�1 L. ��.Ncl N� P•T TE-�� TME (�::;F= IN5TALLA•-j1oH- Typ' ffquF�STRIAN TF?�I L, sE CT to N , s E tD R G-rF•I N I w-j Y1�U- sea: I�lvl m-d&N'5 ��&I N1 N 60k,10 I-ri6 N - �p-rE �1�lAI-L AT7aP�� �LoPE oil �'-O" MIN , �— �'— U P 9-am o,o K or- w,rs,LK . W�L.L. "To �8 1 N5-rP�LI,5n W-T T 0ulLbsl2, �t� pop- F-1 U I 1 G R \V/ S'("FP- T 'G� 13q�i'2 J :�►_�:%��.��.>:CJLfwr'-'r© �N�L=- i✓�� M0I�- I �,I�>T,ai_� QI �l-� � �,•-- ��-1' �'�' ESU�>�"'�-,r. I`1 �N�c a. ��'P��►-.. ��"f� � IN�'ff�LL C�oi L�i2- IN PLUG-� TRA T 134 tiGRFT IAoW ST41P -iL-�T�I'll 1 C� 45,ell, r�loNP�P�r�=� f �.i f`�� , 1�rf• I Alt �G� ��Es•rRl� TiQAi L. 1 I 1 1 -------------- �- ''-' _ - � -------- --------- 1 U ftL -------------- wl . ------ --- -1v— G r± Iw =I _ w w 1 - - - 151r - --�—A w w 1 1 TI+E C�Nf�'cR- i1` CSF, cel I w: I x - - VECTOR IA _ PAR H" w z _ LANE _ - - - - z U=JII Au J x 1 LL I �+ Vvw SYRI P 1 1414 L MATCHLINE - SEE T 'C'T'1'34'47 TRAILS Q- y�'G�R, 5,cl.s� MATCHLINE E FAIR MONI W NN CE�TI DWG. NO. 1,................ d� TRACT 13 4 4 3 D� ��• � -r'� ,�!/h�.�. A-�" �a o L-o P� oi� 5 '-o" M 1 N, F t�b1�'( 1 o- �o• 1 D� �o• 6�cGK o� ern,L.K . W4G►� TO 13E I Nr-j5rA L�50 5� 1" 1 CONSTRUCTION LEGEND D1``�o� A 6' HT. SLUMP BLOCK WALL, ADDED BROOKSBOK 4 PRAINVIPET14UCU l•-I-bb _1 L ANn �r� SLUMP BLOCK RETAINING WALL; NOTE: SEE GRADING PLAN. SEE STREET IMPROVEMENT PLANS FOR GRADING AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL DAtt "a v o CONCRETE WALK. MorouO 7N IMT.Li ttMt1011 CITY OF RANCHO CUCAMONGA -• --- 60 WIDE CONCRETE MOW STRIP. "" IM 111 SEe F-9GINEER5 STREET- IM10Iov&Me0T PLANS FoR TRAcT 13943 TRACT 13279 III I�It.,,. i I FOR lNF0 R1"(A1'loN cN BROOKS >xEs Alla DHPIPE Tt-IrzouGH VICTORIA VINEYARDS NORTH o••••••••••••••••• WROUGHT IRON FENCE OVER LOW BLOCK WALL � `"' I;I a�� j � CUI�. IF Ti- ERE ARE A1�1`r �ISGREI�ANGI�S, IJ�Ti�Y -r�E WITH COLUMN 1 V I�I 1 , STREETSCAPE a .t....1 I...Yi/ LAN�scA I� PSH I TFGr. - M ' 02 VICTORIA PARK LANE VI � 1 ' PREPARED BY: CONSTRUCTION PLAN PREPARED FOR. ---- EQUESTRIAN FENCE. u� IN �� • i UA A��gOV[D t1/ �eo LVIIm i S3 �-.•.__� 22397 � wt IGmr [NOINSAw.e.t. NO. ORSE CONSULTING GROUP MOR- E CONSULTING GROUP NtGOMMtNDlO ./...►,..Y Yf/ r I LYON C.P. , , . . Pf, > i= VIII L M PLANNING F.1IICINF.F.RING LANDSCAP�ARCHITECTURE DRAWN IMLf%AM ,t„ L�un•u,s IUA X . LK,ub..tr,.�7,/ Z I I j 4860 IRVINE BOULEVARD, surra#2o1 G-- <D �"�� IRVINE.CALIFORNIA 927141299 tie WILLIAM LYON w d/!2t JOB No. 240-46 i ( (714) 7347117 � C.P. C-2 oR l.!-Ia 0540 ARCHISAID SUITE s ORAVnNO FOX- � � SCALE: 1"=30t KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 9170 .. � �U�rR►�� �EI�� ,o,�/AI LA�� �>Q� , COUNTKY a5TI- rpw-,�,7, 1"i"o, V-)OX 1268, 51c:- N U L vcNt d s TRA Hc?, CA 9,2G 9 31 IN5TALL/ I=E-FR CITY =GdI1G12�T� Maw fi'�I P, TYP CRI NG Nolo cr, CONS 1571�NT W CITY 5TAANOII:�,I Mor?, T 4II r1eNcING /x:,-%T -[14fE7-, LUCATE WALL AT TOP of sLOpE, PRofz>P-=KT'( LINE, om TIME <::;p= INsTALL.A.TON. TYP- ffgdF-F5T1.;"1AN "IN_ FROM r�&cK of I��LK . 1-I4.1-L To B� TRI L, SECTION , s � INST,e LLE0 PS's TRACT BUILDER. SEE GP,6,OING / PLANS FOR TRII 13442• ��G, 1�P1� "'a ��IVB i��✓'r �.���-1' �I`-�!=.� A. 4f 01 61�6 41f .4 100 000 100 1N�>T�L� �T �v�i� �-' post N�� G •,00 �� ys jqk-v p� �GtU `CPI`l Ir-1 \ VAP 00i ,,- ♦ v> Lac t�� NEON �� ,-- ' ♦;s MPS•+ ♦may JRACT 13442 ° GL 00 1 , \ • WON - - --" -- ••-. / '! 01 do 0 � F <V 2� w� ••'''•.• � ' a 2 Ti Ff ' 090 Cj -L --•• �, 4000, �. ---------------- -------------- 4, . ----- _ \ r 6 I ✓�'' - 2 •(z,5, -t?--�F.N F �, ••. - - 'T'`(P 70i�GOPO 41 gipTKFlN AIC � q 00 UN; 0000 :!VF � 00� G �oM Gum � go ViC -5 vlo-ro� I pA�K �14F11 r��� PA _ LANE_ txQJ -� 00,00 ��N� Tp �� �� 100 PEON 0 tx + �. LOCATE 1..lp.LL AT ToP of SLOPE, PRoF'ERTY LIME , OR 51-0" MIN. FIROM $�K of 1c1�.U�, MALL To PSE INST--LIEN �`f TiQPrGT B�II.toER. SEE 6R 6-\0i He PLAN roFR TteACT 13443.000, - TR 3444 o��v �G,\ ��J J��rT�IC�•i. VAUL.T� n�M�1• �J .��rfir✓NT OP Ff ti La:�AToN IN He-Lb '� J ,��q). CO V NOTE: SEE STREET IMPROVEMENT PLANS FOR GRADING - CONSTRUCTION LEGEND ��� AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL Dc -5 6 HT. SLUMP BLOCK WALL. SSE EW-53,10 !ERR 5TREET IMi�0\1F-MI5AT nAA5 HO IST 139.49 rx:�,R I N f0fq- TION ON 115fROKS BOX155 SLUMP BLOCK RETAINING WALL; Aq0 ORA114 'IpE THROUGFI CdRb. IF= THEfZE AJ'e� My SEE GRADING PLAN. 1�I5GR�PF IES, I�T1 fY TNI, LAi )5CIII ARcHITE0T - 0 CONCRETE WALK. G 2 ADbf;D BROOKS BOX � DRAINPIPE THIZU CU c�-t-08 6' WIDE CONCRETE MOW STRIP. _...._ A4211AIEV 01-06'K WALL e2 ffiH L0411 .••••••••••• ....... WROUGHT IRON FENCE OVER LOW BLOCK WALT 0 -23 OATS APPA VED WITH COLUMN Mu.. .w.. .rM, CITY OF RANCHO CUCAMONGA I ------------------ EQUESTRIAN FENCE. D1 'TRACT 13279 II VICTORIA VINEYARDS NORTH I m III I;.SV�Com" ue I Inoonamm oa I I I o.,ww"M� i i STREETSCAPE . ' VICTORIA PARK LANE < Y •G.1p0.11.1LL YT• , I Y M CONSTRUCTION PLAN vI ,v ;� PREPARED BY: PREPARED FOR: Lm Lm I;I , / - DAT s-e5�—a? APPnONr ao v —,�-� 22397 VII II I I Corry rE olNumn NO. Lm M "'d 1 MORSE CONSULTING GROUP Ward MORSE CONSULTING GROUP gEEpMMENDEO .....::... 1IO*PEAAMMC&LAOUNEE11I 0 LANDSCAP117 AROCTEcnAter I r M I i PLANNING • P. ENGINEERING•LANDSCAPE ARCHITECTURE LYON • ,,u« ,mev"111^,a111 m vm ,x DRAWN I L LUMA I 4860 IRVINE BOULEVARD, SUI-17E#201G' JOB NO. 240-46 C-3 51 IRVINE,CALIFORNIA 927141299 J/te WILLIAM LYON ram a�z C.P. �`— —� - I 1 lit (714) 730.7117 cKso D1lAwime NO• •! 8540 ARCHIBALD SUITE B 11 5E5-L. SCALE: 1"=301 KEY MAP NO SCALE RANCHO CUCAMON(iA, CALIFORNIA 91730 �„ pc�p ,C(' J LocATE WALL P,T ToP oIi 5L©PEI PRoPF-RTY LINE, T=om P-QLAE5fl;k4A� El i✓ A1/Al l..E �Rd�l OK 5'-oIN. FRoM BAc SK � WALK. WALL To f>8��\ h\ '' Tut Q INSTp•LL�D $Y T1�AGT $UILOF sEE �w�1N6 coUNTRY e sTp,T� �l✓I �, Iio. box 12681 1 �0��• �p�• u PLAN 5 Fort TR.,c4c r 1314-11. �5/cb%N J U,4 N C 649 5 TRS•11c:), CA 92G 9 31 (11-4) 4GIG 22-31. 1N5TALL, ICER CITY ST.�t OARO ,��J .� � I N 41010 � CoN�I5-ENT W CITY FUTURE HIGH SCHOOL PARCEL 5T- ,R0 MoR T1s,IL- t'ENCIN� P\T R4e, �p TRACT 1344 ���`� ;1, ��, I E INSTALL. oN. P. E u lA o � o TM T Y �? T� N 1 \�� c�°o�• �`°`� I , M�rS/ sT�I P TRiN L, sF cT io N , s E n py,• I CcNc, VI r-J ff, qt L- SAN , rYr, ,g �0�• I,U, „ �,O'Ilj i+F- 1=u��( p�lr7 �i•towt�t- t'^_.X Ic�p-n N c I O,I _ _ '74 10. Ir I I {•• ri'-G" GLI!- 1 T`(i , wl ------ -- --------------------- - -- -- --- - - -- _ W Sri ------ ------------------- U UJI PARK _ LANE 1 ' _ tic ID or J _ , 'dr N `y cA - I� P• I I ��'jta.,K���� ;��O��I -f�-I� GI✓NT� � I��I�2D��M��� �-�s.�� -off � �iN� o� ��NGr �I��iDIGJL4R-• JEv��v?1�(%f`.aT Iy 1��I�� A��,v 1 1 I4�1 Tu l5 t�l"4► 1 i CONSTRUCTION LEGEND NOTE: 6' HT. SLUMP BLOCK WALL. D_ SEE STREET IMPROVEMENT PLANS FOR GRADING AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL - � SLUMP BLOCK RETAINING WALL; le SEE GRADING PLAN. :51 F-T IMPfzo�IEME�IT 1c>LM5 �R TR-&6T 13491 fOR INf�RMP-q'IoN oN f5RwKS BocEs CONCRETE WALK. -rc-{ " - 16-N19 t9f;?A%INPII=E T+IROLIGH CUIRI3. IF T1-4ERE ARE ANY V15C RMAINCI ES , N0T1 F Y T+1 E LAN nscA-F E. ARCH I T-GT —•••-- 6" WIDE CONCRETE MOW STRIP. A •••.•••••••o••••••••••••••••• WROUGHT IRON FENCE OVER LOW BLOCK WALL - WITH COLUMN 2 ADPf�b OROOKS E50X 4 PRAINPIFE 'F HRU CU (o-I-13b AND ►�IoTE- ------- EQUESTRIAN FENCE. OATS APPROVED 219/YI f,El TENSION CITY OF RANCHO CUCAMONCA MOIOE[0 TRACT 13279 r.cu. MII I I �. 111 I�IE.NEE����n VICTORIA VINEYARDS NORTH Lm ISI R°°°°°~�' ' ' STREETSCAPE I oa ceEu waN i I r v .�NW1..4YTE ' VICTORIA PARK LANE 11 � I M CONSTRUCTION PLAN IIV i � PREPARED BY: PREPARED FOR: Lm. III I Avpnovw0 myc OATS ,1 I CrrY ENOINSlw `- w.c,w, No. 22397 VII Lm PAft " ,• j DESIGN ASCOMM[NDSO ...... , MORSE CONSULTING GROUP 0*AAMNCRSE C NSULAIN�G G ovKVIII rX PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON 'C.P. L<WRs�\So�+N`S IX Y M I ONAVVN ...o�.•.i1,��1111 rm i1 GNS<T z L '�' i 4860 IRVINE BOULEVARD,SURE#201 JOB NO. 240-46 - IRVINE,CALIFORNIA 92714.1299 C.P. C-4 aw 51_ —, �� - (714) 7347117 ��ie WILLIAM LYON amfifX/�2t , 4 �6'6�' � � C/IAWrN. N0- 8540• RANCHO CUCAMONGA,,CALWORN A 91730 � � S.,�►LE: 1n=30r KEY MAP NO SCALE �S _ L o tJ�• Ma ,�/ ��I P 1 FUTURE HIGH SCHOOL P 1 A R C E L 41� 1 — . _I �1�, �I N I✓ co l,L.�I2 , �Y�.0 �,���-f �� 1 +WE ------------ W ", .------ m11 24 t 1=4 .c_ •._ 1 Lu ILU1 - - - - - - - -- 26 5 *rl T Y P. _ -- - -- - --� 1 .Tyr � �, - ---- - It _ 1 G0 > 1 N � N J 1 N N TY P. I2oI Im 1 . Iw _ c10 °� �'P �' `�-f• `f`"''r� 1 1 - - - ------- VICTORIA P 1 ARK LAN ���� Iu, 2 01 ;)ol i 1 5EG �!IGTD!Za4 I°4P�C �-lal i"'is.2Y` 410 ..� IU � Ir�ir'I?ovErcllrll7' � Fo I_ I. , , 0 1� Z LJ (9'�V11 �I I, \�J W I TRACT 13445 CD V �� A� v I �. MQW �.IF?4PtNS I1 1 A � N c, / � . �'T L. �.o P ao, I 4;M W6Lk,,5 A-r TOS O O 6I 0U 6, PROF5R-TY U , 0 0 1 + + + O M I r�. F W M �G K � WaL.K, 0 � `� I� � �ul���4 �� I N�pUs�►� �Tl'� 1 ���� DAY CREEK BA � 1 a r �QI,��S�I.ni•l F �.�1G� IN 1 _ 'M i _ . W ---------------- -- w , Q >1 z -2. W. _ _ w "— N•. ✓I � s :I fiN '� _T `�--' `I t /-N Lc !� rt�� C N`r:fes- x,11 1 — I f5 r���� i4'�J� PEND ICLIL Al 11 - F Q >1 Zc/ c 0 zi w I VICTORIA PARK �� ��P. LANE u- =1 - - - - - - - - - - - - - _ _ - J tv-1 w _ -" Z U _ _ z 1 1 1 0 1 1 FUTURE M > UrR I�IJ ,o,�/AI la, l.e I✓Rd�1 1 I j COUNTKY F,5T,�,T� 8Ox 1208, 6�N durl z AT 1.1 E- SEE ROCH STER AVENUE SHEET C-11 �11'})ro�I - 2231. IN5T,64L ill. CIT`( ST. OAIR_0 "'MP DR00 56oX IN p CRAWING 41010 ,GoN�ls-j�NT {/ c1T`I' K �a PI f1-tR4I cuRg co I-00 5-FAND� Moro, T14 L' �ENCI NS PST 7N'� SND NoTe TI-Mf c7 INST1lA%11©N. TYP, UgdE.STMI H TRAI L- SECT to N , s I, DION OATS APPROVED — I AM NGA CUC O • MO►OLLO 7M/wt.LaT[nLgr NOTE: CITY OF RANCHO CONSTRUCTION LEGEND - I I «• It I , �K 5E5E 0I�WEER5 STREET IMPR0\1EMENT PL ,l SEE STREET IMPROVEMENT PLANS FOR GRADING TRACT 13279 " ' '•` � M III [µ[u. cin i � Tyr 13445 F+VR I�(�o�l ON E5PaV�s AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL VICTORIA VINEYARDS NORTH —,` 6 HT. SLUMP BLOCK WALL. - um III olCOA449TP" i cEs D PR"N'IdI�IPr- THRoL.Io+-1 CLJR6 . I� S'TREETSCAPE �' P�1JY t�ISCR�P IGIES, NoTiFY NHEE VICTORIA PARK LANE � i I owl c�[ta aMw I I ,c...,..�... L�Nn� � �HITECT. —�; ��, SLUMP BLOCK RETAINING WALL; M SEE GRADING PLAN. iof CONSTRUCTION PLAN IV vi ll PREPARED BY: PREPARED FOR: 8 s C oAr� CONCRETE WALK. r% Iii Avnnovio ■v22397 _I �j VII I r_rry [ O NOINMR �.c.t. N . 6• WIDE CONCRETE MOW STRIP. _I Lmi I O[sION gtcoMM[ND<D OWAAmmcM P.c....,....�, I MORSE CONSULTING GROUPORSE CONSULTlNC CROU_ LYOC.P .�,,,�,. . .V...l.....,L� • X PLANNlNC •ENGINEERING LANDSCAPE ARCNlTECTURE .,.�L,,,Ttil K,,.„� - VIII IX DRAWN u�.TSTia 8►4<tr '••••••••••-o••••••••••••••••• UGHT IRON FENCE OVER LOW BLOCKWAL4 M WITH COLUMN ° u" l 'i 'l 4860 IRVINE BOULEVARD, SUffE #201 G" JOB NO. 240-46 I IRVINE,CALIFORNIA 92714-1299 C.P. C_5' os� PACOV Pik - (714) 7347117 tie WILLIAM LYON am fia�i �li ! I DwAWIM N _-___--_ SCALE. 1 =30 8540 ARCHIBALD SUITE B ( I�-wif I1 -----•---- EQUESTRIAN FENCE. � = KEY MAP NO SCALE RANCHO CUCAMOM(iA, CALIFORNIA 91730 DA" 8' LI FUTURE MH ACAS WITHIN THE LIMITS Or- THIS 130UNdAf�ZY SHALL. OV PI21VATLY MAINTAMP- uj C 61-011 uj (L — –KENYON — _ — --_ -_ -- - - _ WAY -_ _ A4,4rc 0 c� J111110 fts W � - � � � , FF uj 7- C,10 J O JW FUTURE M O y� ,i.go00go ' =o' � co G� - Y J + �U I� I J DWG. NO. MATCHLIN - SEE VIC ORIA VINEYARD NORTH LA DSCAPE �I�G�'' �I�OM �K Of: Wp�, � �� `rp k � I45TNI -sp ( SGT Mui PLANS WF A TRUCT E TRAILS G9401 N!1 P�-mss F%:�p- 0 1 Go NG. M 0w 6-rIZ I �- 1 FUTURE M 1 Lu m 1 X �� QI _ — � _ Lv w1 WAS — _.:. _ — co � co KENYON w1 - - - _ - - - - NORTN KE+yYO PLANS v QI I� AP--tFAS WITHIN THS LIMIT5 OF 11H15 13OUNPAfq.Y 2 HALL M MIVAT�51Y MAINTAINEI?. 1 CONSTRUCTION LEGEND 6' HT. SLUMP BLOCK WALL. NOTE: 4 Al�bEl7 PRIVATE MAINTENANCE 00UNDAIZY 10-14-88 _ g ' SEE STREET IMPROVEMENT PLANS FOR GRADING AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL DArf APPROVED SLUMP BLOCK RETAINING WALL; SEE GRADING PLAN. �xMM .. rwy.FaT�N,� CITY OF RANCHO CUCAMONGA G TRACT 13279 ---� _I "`�" CONCRETE WALK. M VICTORIA VINEYARDS NORTH J III I i ISAN.uhAa.lo Cawn —� Lm III n000 Camra► I —•N— 6' WIDE CONCRETE MOW STRIP. �I I I; o..�"w.. i STREETSCAPE r y sc—m l I.-WIN I I KENYON WAY : M I ......•••••0............•••. WROUGHT IRON FENCE OVER LOW BLOCK WALL ` lil � CONSTRUCTION PLAN WITH COLUMN J yi ,y I;j PREPARED BY: PREPARED FOR: Lm ILIAI `rf�4 Iji I I nvonovco Wy Z,%- Gwn 8 2G 7 I I Cmr ENOINQA R.C.E. NO. --------- -------- EQUESTRIAN FENCE. � D[aION - — RECO.MKNOEo •C10••l.•••wn Y MORSE CONSULTING GROUP I��MOR.SE CONSULTING CROUP LYON P. �w.,�, .�,�. .�,� Lt ..N A VIII IX X I I PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE �-°-� �7�l .,,. �.�, ..W714 IM N M I i OAAWulalsnn •MEtT z L Lm LI I 4860 IRVINE BOULEVARD, SUf1E #201 Y& WILLIAM "' JOB NO. 240-46 IRVINE,CALIFORNIA 92714-1299 �am air C.P. C-6 51 —1LYON I - (714) 730-7117 �a 8540 ARCHIBALD SUITE B � '4�JLV cnnwiNG No. SCALE. 1 3O� KEY MAP NO SCALE RANCHO CUCAMOH(3A, CALIFORNIA 9t7S0 CATU 11958 Ir w GD SLG, M�`�/ �`1' I P 3 ?a . S, C3, GI -,�.�I �1/� f� r4!�- • ccrr: • a.IRS r • CT 13 4 4 0 I L -' �� wit.► , I M TCHLINE- / I S LARK TRACT 13441 CoL0-I N colD I' L Ne T-fp" RIVE•:, / � SHEET C-10 GONG. MOv\/ I ? IRS an — z / 1 . . 6, ass RTjy F �o c�R �TVRloll VCTCRqN: FpFC�°C' �.� CONSTRUCTION LEGEND Ns '//IV, - I 11� to IW + rA / 6' HT. SLUMP BLOCK WALL, m _ - jW SLUMP BLOCK RETAINING WALL; � SEE GRADING PLAN. co _ 1 CONCRETE WALK. _I A�5 WIT-PIN THE LIM I T5 Or— _-HIS 00UNb0�fZY + ILU SHAL-L ME WWAT5�Y MAIN TAI N50. ••--- 60 WIDE CONCRETE MOW STRIP. 9 -I J 2 ` OT, E: 01 - - • ............0..........T...... WROUGHT IRON FENCE OVER LOW BLOCK WAL L _ U TIGHT FIXTU SYLVANfK-`ALLEY-KAT"--70- -WATT HIGH WITH COLUMN Q RESSURE SODIUM FIXTURE MOUNTED ON. ANODIZED POLE - LIGHT FIXTURE, SEE NOTE o I 1 _ • �11 O MATCH FIXTURE, MOUNTING HT, 10�-0 , SPACING 80�. Q 1 ` AS SHOWN. ------------------ EQUESTRIAN FENCE. I 1 .o, 1.J. W�_&rs !,r(/4i�.. -- — 1 w Is w Z + Q Lu I I '► I / > I 0 I TRAC 13441co oi 1 1 Z I I 1 U -- GONG. I�IOW STS- TY P. u'O 1 �' �1 r- I ' 38'-oil I • . . . . . . ' I — w cot Qw tut . . ��D' `�;� ' • 1 O� < 1 cw 1 � 0+t/ _ - 1 > �— d MI _ 1 w 1 Y z 1 _ WAY - 1 z J - KENYON _ - - .r 1 0Z Q = _z - - - - laaaa i > 1 5' 1 ' I TRACT 13442 ORTH Z ADDEDooKsSOX DRAiNPIp� TI-f RU GUS -I-e�8 ,;ie,E, ANIS NOTF, ASI _ t Z!�sADOEO PfzJVATl= MAINTENANCE WQNMkRY 10-14-Sb I�_q •� ��- +- - pgampnom DATE APPROVED s Ww.I ^^� -rV r S -I ;�, Iw. ►�pvl /// �K ofa�i+. �a�,, �v �� I��-r�► � Y OF RANCHO CUCAMONGA 3279 - �o►J�. ow 5" Ie ;°��;. Il ISI I �3L NOTE: TRACT 1ARD NORTH wow M I� J Ill I,IEEL. «n I � SEE STREET IMPROVEMENT PLANS FOR GRADING VICTORIA. VINEYARDS • Lm II now Com wL I ' ' 5Er- EN6,If�E��ZS SjR):ET' IMPKo1/EMENT Pt,I F'O{� n2 AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL STREETSCAPE �. �;I C•TCK4tMEw TNACT 13410 rOR 44=01IRMATION 014 �ROVK5 �c815 C) KENYON WAY a v aL..D OI I•.11,YTE Y M ;1 VRNt4PIPE T AR,01..1GH Cc,l?s. IF THEME A41eE ANY P50REPAJA - CONSTRUCTION PLAN CIEs, NOTIFY TNF- LANflscAl AIt;�N ITOCT• PREPARED FOR: u�tl lv I I P o^Ts s 8P� r. .. u" SII APPnOVED WI �� =tj1r-� 22397 cmr ENDINSam 1l.c.t. No. Vll LAMI DESIGN pacommE.NDto .,,, ' TIN GROUP CONSULTING CROUP �� . ,,....�, Y MORSE CONSULTING C.P. PLANVNIC LNUNF�.•i Al ilK lsw S VIII Ix x I i PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON WIND �"14'� L � � M I i � DAAWN g1M17i11t7 sNSR 4860 IRVINE BOULEVARD, SUfTE #201JOB NO. 240-46 C-7. 51 IRVINE,CALIFORNIA 92714.1299 ��ie WILLIAM LYON romhal)ltl tC.P• _ �"- EAN (714) 730.7117 III 'II I 8540 ARCHIBALD SUITE B � /�' �~AW'1�h S- RANCHO CUCAMONGA, CALIFORNIA 91730 owTf I 1 SCALE: 1°=30' KEY MAP NO SCALE \i • L IGT f=IX7 U_� ko K c-OW K-I � I Q jA� I O V Y/( '4!:551_UMt4- cr_ Q. � LI-1- WA L.. Ar Toe of 6Lope 012 6'_011 Mid: - z� t F rzoM a,,6c K oY TgAGT IbUI�95-: 5fo,E �O rL TGA 13i U. Q TRACT 13 45 � ct al w T_ A Nps 00 00O .� cn 00 00 �Ca• ��N QIP '00g . _ :�=- -►SG;-�� II�'�1r���I �T' N,��w� �P'�G�GPP��i� _ .' � _ -rfit? 410 2X I 11� " PN.0 00 00 00 i voT� `1`+-+IS - '. �}. `N • �•-- / Lira �/`-•'-�•� ��/ LL W/coLuMN. AI2FA5 WITHIN THF- LIMITS Or- THIS e?0UNQAI2Y , TRACT 13444 SHALL 05 PIv-JVATELY MAINTAINF-i). Go NG, MO��� �-T'�•IP �-�4T>✓ r> M e�K a j , WADE To 1N6 PIL-11E50 f?2 n CONSTRUCTION LEGEND NOTE: 51 - TGHT_FIXTURE=_SYLVAN(A`ALLEY_KAT`_70'_WATT HIGH- - 31 / - - RESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE s' HT. SLUMP BLOCK WALL. AI 0 MATCH FIXTURE. MOUNTING HT, 10r-0 80'. SPACING -- 00 . RAS SHOWN.Zr ' , SLUMP BLOCK RETAINING WALL; � / / / , ��� •/ SEE GRADING PLAN. 60 CONCRETE WALK. C y � s° / - •••-- 6WIDE CONCRETE MOW STRIP. i31 " o................. WROUGHT IRON FENCE OVER LOW BLOCK WALL. I WITH COLUMN � ! - LIGHT FIXTURE, SEE NOTE - / ------------------ EQUESTRIAN FENCE.' Soo a• '� � ���� TRACT 44 Q ; \ NOTE: IMPROVEMENT PLANS FOR GRADING ®AbbElp WIVAr5 MAINrr=T A CE t30QNI7)A 'r IU-14-erg O1 ' SEE STREET r ' AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL DIESCR oAtt ArrR vEo 1 ' MVO[t0 7M/w1.li T[MYOr CITY OF RANCHO CUCAMONGA TRACT 13279 J M I'I VICTORIA VINEYARDS NORTH ' III Ism 11"amwo man I �.,. `m STREETSCAPE M I'i 1 KENYON WAY CONSTRUCTION PLAN vl IV PREPARED BY: PREPARED FOR: Lm L APPROVED u ccnr tNatr4mm �L. a R.C.E. No 22397 VII I I I tWt i OtO10N PaCommaNDlD `� "�" •i•••►,..••YT1 MORSE CONSULTING GROUP C. 0*"PINIMORSE CONSULTING GROUP vlll X $ PLANNING •£1VGINFrERINC LANDSCAPE ARCHITECTURE LYON �a"Im 111 FJ ^0 a ut�SCAI[ARQQ7EC 1L/1tE IX M I DRAWN ■.Mco7uslishif I•"� s►+aR L Lm I 4860 IRVINE BOULEVARD, SUITE#201 - rJOB NO. 240-46��" ( —$ — -LOWIMIAN PA51IRVINE,CALIFORNIA 92714.1299 C.P. (714) 7307117 ieWILLIAM LYON� mfazt o[ac.cOa I/ � oRAwc�w ►ro. 8540 ARCHIBALD SUITE B ll' SCALE: �r t w r KEY MAP NO SCALE RANCHO CUCAMOH(IA, CALIfORH1A 9170 pA� � I �JS�L� [ 1 =30 tZelt'I WYAI..I. 0I -roe or- SL-SLd12 6'-o" �Iq, r-Iom �K Q� W'611.I To �' I N46 TA L-!.e v �-*AST e5u I !,� , 515-E� G�I qG r-"NS ♦ I� � ♦ 1 TRACT 1344 1 AV 1 1 + + 1 - ♦ w _ zuj 1 �� Q - - 1 FAIRM NT _ - W ♦� uj ♦♦ � - — - r ' %' - I � z z Ij� r1 GLS• C�'GL�. •• 1 O r' Gl.�� � �,w , 1 0 raw �o� ��a �/ 5rl�l I� ti .� �• ♦ z z 1 Y v � u L I N G =� G K- U rY� �h '►'� JI J� 0 ,� �Z' ted, TRACT 13444 "' �� �� m10 = wz ti� ^� � � (• PO 2 w W CC AT TO P or- 510 Pp a g 6'-0" �� I N, a Jr- W.&I.- WN.-IL- ` K. 'r0 � I�5"r�..l.c� )S r.?,. , S >i V_j FALIl P:0;2. = 1 i .•• i e.LI 1 I �U 5' x i r✓, � TRAC 13443 w NOTE. ANS FOR GRADING IL SEE STREETS IMPROVEMENT PL AND LAYOUT OF ALL WALKS AND AILS TYPICAL 1 U •••• •• • Q '� SEE EI�61tJ�EtZS STREET IMPieo\tMEN1' V1-SIS Q, WR TP-&-CT- 13444 FSR I N Fo RM�TI O N ON � — 0 CKs wx�5 A to PP.A401PE IfAR0062H + 1 I H 0UM5. IF THEERE AtZE MY t�iSGREI°PNcI�S, �N P v �T1FY I.mt2sfe-, AKcHi Tr-c-T i — 1 > O - 1 FA�R�ON 1 ' UJ - zl i J •`N F S � �•t�� AC 44 Apps p�'' N G. 0 4 THAI � p�AN- ��'• v • 6'G \ CONSTRUCTION LEGEND z O S � G � ��� \ . TRA T 444 .X >Iw 1 - �f31,01 ,, 6' HT. SLUMP BLOCK WALL. AI Q LwlJ 1= 2 ADDEp i3RlXOKS 80?C �' DRAIN.PIPI; TNIZU CU42$ (o— I-0b z0 �\ U)1 u) arld ►J�Te Q GUNS• M01h/ TI2.1 hT =� SLUMP BLOCK RETAINING WALL; C, SEE GRADING PLAN. ,, oArc APPROVED CONCRETE WALK. f }- �c�� 8\ MO►OLLO iN/we.LaTlti[q" CITY OF RANCHO CUCAMONGA ... ..._. 6' WIDE CONCRETE MOW STRIP. I TRACT 13279 \ I `•" II I ...... ... WROUGHT IRON FENCE OVER LOW BLOCK ►� ••�.�• M I; ; � �- -I VICTORIA VINEYARDS NORTH --J III I Ill rtr,,,,,a.4 CowT V I WALL WITH COLUMN Lm I'I ,Low Com," , STREETSCAPE V I�I °"°^"""'" IVi ; - _ FAIRONT WAY Y •Lnox 1/AY YTLro = M it - EQUESTRIAN FENCE. CONSTRUCTION PLAN IV 1i11PREPARED BY: PREPARED FOR: V11 �Tz Lm Lm CmrApp [NOINqovRo R ( / ��. - may:,...- R. . . No. 223 97 , II I I�MORSE CONSULTING GROUP VIl i I O[ ION gtCOMM[NOtD '� ,L ,,.0 Y„ r MORSE CONSULTING GROUP C.P. /�•� L- ws�C�S„MAS --' v u r X I i PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON WO.VIC OWL•AMD WM X00 L � � M I i � DRAWN ,r,arsniT SMt�T 4860 IRVINE BOULEVARD, SUITE#x201 JOB NO. 240-46 IRVINE,CALIFORNIA 92714-1299 WILLIAM LYON rmoIIIiC7/�2 �•P• C-9 os 7-1 (714> 73x7117 � o�tc[cw �,.. �Ia� � DRi►wLNo rro. I I I 8540 ARCHIBALD SUITE B /� RANCHO CUCAMONGA, CALIFORNIA 91730 oATf ✓ SCALE: 1"=30' KEY MAP NO SCALE O Af2FA3 WITHIN THE,; I I M I T5 Or- TH 15 00UNI7Af?Y - 5HALL L3E PIZI VATF_�Y MPSI NTAI N Eb FUTURE COMMUNITY FACILITY of RE M 1 woo 00� 1 Z _ 1 Lu W I 1 0 y ���o - 1 1 I 1 'c N� 6: . .• I ,All - � 0 / I_c�ATE. Wim.. A-f-rO�O I= 6I--O Pe O f_ eo ` ;zto M e ar- w"A I.K , W,A i: Ta ?;kpa 1'.6TH- c) it r i �i TRACT 13440 CONSTRUCTION LEGEND � _ _ Z 6' HT. SLUMP BLOCK WALL. A �� _) �� SLUMP BLOCK RETAINING WALL; _Oki SEE GRADING PLAN ' , . CONCRETE WALK. -� --••t 6" WIDE CONCRETE MOW STRIP. M'oW STPP LARK — ��V ............0•••••••••••••• WROUGHT IRON FENCE OVER LOW BLOCK WALL (� / WITH COLUMN Ix N 01 ...... EQUESTRIAN FENCE. row TRAC' 13441 NOTE: SEE STREET IMPROVEMENT PLANS FOR GRADING AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL ,* I L4e5F i�> o cu l L-V i5e.. s5s G"'e4v I ��k I Z � � 2 ADDED �ROaKs BOJ( DRAINPIP� '(NRU CU lo— l- ,�,.� AND COTE APP50 PMVATE MAINTENANCE E�OUNMA ,Y to-14- \ ', SES FI`IGINEEf�S 5TRt�ETr IMPRO/EMENT K 145 GT 12E m2L2L=IsIcm DArf APPROVED 13491 � I NFo IzMA.T1o�l oN �tZC�KS �Ji�S P�t1 D tDR�I N PI P E ' T_iARoLbbH CURB. IF l+ERa AFE A14Y PMCR5rA440Ie5, NOTI fy CITY OF RANCHO CUCAMONGA LAN05cAP>✓ AI?C H ITecT, 02 TRACT 13279 Ju IM VICTORIA VINEYARDS NORTH GU► lri, Mv�� ST I M Lm 1;1 rx"CON"'°` ' STREETSCAPE CSI V V .c.•o......�,. III az G1tlx M7r1 a , JI WOODRUFF PLACE . I LARK DRIVE Y M III � ( \ ►;I CONSTRUCTION PLAN A IV I�� PREPARED BY: PREPARED FOR: Lm `t. 111 I APPROV[O my ` y DAT� i CfTY [NOIN�tw (/ /� '-`-= Ho. 22397 Vil Lm I DESIGN q[COMMEND<O ` ' 1 MORSE CONSULTING GROUPftPLANVNCMORSE CONSULTING CROUP •cw•o. •.0•rt• i LYON C.P. .�,d.LAmIXA rt , 4oIN,�,�S Vill Ix = x I PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE r°-vc c- "'��"° 1.Im ' . � L L"� � M IL 4860 IRVINE BOULEVARD, SUfIE A►201 � � ONAWN "�"`„"'u;`."���""" s►.�rT IRVINE,CALIFORNIA 92714.1299 ��ie WILLIAM LYON Z�am Cr/YL-r . C.P. JOB NO. 240-46 C-10 v, 51 " - (714) 7347117 GitCKSD � I� 01lAWICN� NO- n � RANCH08540 CUCAMON(3A�CA !PORN A 91730 SCALE: 1 = 30 KEY MAP NO SCALE "" ' I I FUTURE M I z Z 1 � 1 QI ROCHESTER - - - - - _ 1 EE 1 _ AVENUE 01 _ _ 1� o w1 MI .� Tj5'-0' - - Iw I � I OLmmmmmm U _ Z> d - cc z iF > 1 1 I I 1 445 TRACT 5- ►� - a 1 -� �V�•I.Ih �T Yar' Oi;s iv P � �e -� M i�. ii�o� AL► � 1 1 r ar WALK, W.6�5-TO V0 I ' `r _ 1 1 � C�.�I� ��f2- , g�� C�12��1�1C� �'iAVS Fa ►2. Ti�=GY � f3 � GL _ 1 to/ fi�c•G ILII�� ' NORTH O1 N Q/ Q LU ER 1 O — LUMB �1 ARD FUTURE a I �I_oII -- './ LU ; --- -- - ROCHESTER � 1 Q Q 1 ENU _ to V 1 L 1 Z - _ 1 c° 1 cc � - - - w 1 � 1 cn 1 O 1 cc 1 NOT. IGHT-FIXTURE- SYLVANIA` "ALLEY--KAT`"--70' WATT HIGH o d Ig '0 : RESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE 1 u ;'�— . " O MATCH FIXTURE. MOUNTING HT. 1or-0", SPACING 8Y-- 0• OR74 1 V W/ R' AS SHOWN. 1 CONSTRUCTION LEGEND ALL WORK IN THIS AREA- FUTURE- (NIC) �.r• -"' '� 6' HT. SLUMP BLOCK WALL. I I ;.rte SLUMP BLOCK RETAINING WALL; SEE GRADING PLAN. 1 O CONCRETE WALK. < I 1 01 6" WIDE CONCRETE MOW STRIP. AVENUE ........... E _ _ p••••••••••••••••• , WROUGHT IRON FENCE OVER LOW BLOCK wa�L WITH COLUMN -- LIGHT FIXTURE, SEE NOTE H c1 OG��S��R - Lu b"I / _ z --------------- EQUESTRIAN FENCE. I wlo1 U) Q Cj/ } II m l 1 L1=T1=I? ROCHE5TEf2 AVe. r1201`1 6PM 10-14-bb cc l � I TOS�LI N� oAl� 21 ICTORIA VINEYARDS SOUTHDATE APPA VIED ZI � . IMO►Oi[0 2N iY. .[iT[MiION CITY OF RANCHO CUCAMONGA mono TRACT 13279 cL I I ;.� „ �;� NOTE: VINEYARDS NORTH - — — J M III �y 1 i SEE STREET IMPROVEMENT PLANS FOR GRADING VICTORIA SM rt.MM OPQ COU"" 1 um iII now cclawim AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL STREETSCAPE V ,c « ,_"y• til DAY CIA""so i ROCHESTER AVENUE / M CONSTRUCTION PLAN / 1 vl ,v �;� PREPARED BY: PREPARED FOR: `t LM L III I iy MTS SZG391 wnagOv[O t1/ �7vkllz II i CfTY [NpINQA Vil � i DesION ii[COMMENDtO 'm '�` .• ,....r,i MORSE CONSULTING GROUP 0*,PLAAMNCOLArANtMPJOCOLAAD3CokPfARChTTrcnxtORSEONSULINGouP LYON C.P. .�.v..MU.,mAM io.., xA!' vlll IX M I i PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE •.� u.�..�T.•Imo. I DRAWN �n�isms sFl[R I. un I JOB NO. 240-46 4860 IRVINE BOULEVARD, surrE�r2o1 6 C-11 51 I ; IRVINE,CALIFORNIA 92714.1299 ��ie WILLIAM LYON ram" CLI2t �•P• �`— _ _ (714) 7347117 owA�M PamI 8540 ARCHIBALD SUITE 8 � RANCHO CUCAMONGA, CALIFORNIA 91730 SCALE: f 58-L . 1 —-30 KEY MAP O SCALE 2"BACKFLOW PREVENTION AUTOMATIC CONTROLLER 11 B"a 11 D�' ASSEMBLY 16/32-STATIONS ELECT. SERVICE TO METER TO BE INDEPENDENT 115V 60CYC 2 AMP ELECTRIC PROVIDED BY DEVELOPER CIRCUIT TO BE PROVIDED BY DEVELOPER TYPE A PEDESTAL SEE LEGEND EXACT LOCATION TO BE DETERMINED IN THE FIELD B6 B7 B8 I I BB 1310 I�i'I ly-(,'I �2l I � �I l01 1311 Iy 11 �f�il �II 1 '��► �2 J aa 2d r M j� '2 '�y f� u B 12 B 1 J 1 nfh I I f O dXX 3 i, 121 1t I I I l I u I ! X2,1 ` 3" X I r ._ , r?a /,/ ► I`a,, , id I 2" , �2d -' � • , � 'h/is I , I � Il , � q 'Q,1 ' `�' , �, © � ► 2,1 I r I , p. yp �� �� - _ ---. .,�i ,�, 11r21 ( / +•+• __ ,L • ! / ---��- -- rrr---.•-++--- • / • .r...- • -s--r_r,.``` , O V //L/ r 43/ 1 A f / �/ ' �p r�l I' Y ! 1 I �i +r+-_ -- _'—_ +� — �r�� • , ' 2! I I 'll,' �j +___ — ______+- ••• I ++••. ,/ '•`l/ /Ll f p 7/l" •__rr-- I l �Q I - N ' /d: - - �� 2 U rl2u 1 '1 9, 21 ,L!`1'j l rl2 +.�� / r A �� ' g a Mq �' U9N 31A" /2"o r�2 �'I I' � 1 , 1 l it / `� ��i/y44L 113 a i Q / V �2 —f-� l ya`�j1 MA I w1 1 u _ __=.— till — _ �,�,, t, •.. t��,, ,, VCTv/9% cqp� - - � — - Ila -u - P/ '�" ,4!, r - D 7 ��z12 C;gNs too B14 ly . /// - 'a I" ,it ly 11 '� I • u �'� �< 1 �r I1711e '� =1 1/Q'IDI , '�• /2� ' I ! �� 6 Z a O tl , u •, , Z WI a 2 , 2 p 1 I �1 !� 1 • ' '�' � I I I r�, • I�q�, �.�� O �2 ��(11 1 I I !I '1 /2 til 1Q I ti ►I2" ,I21 ?o I �� `'20�,\`i4 a Q O W 1 Ifer II21 q 1�2� Z — _ VICTORIA _ _ PARK o AT n It II/�'I • �1 �Id '2 (0- Z 01 + W J 4 ' I r / i `2" /�n '�" r e" l r�.n ,2n I " — —1 '2rl 2l N'!�� 1 LA U B15 + I ' JI W�1 r211 " — " 2// '/2 ,' ,2a � � �l p�" I a / r , ® X11 � E — � � I�id � Ytl �� YIt IV J 1 I d e " r2 %X 2" I I I /� j� ... , ► ,fir 1 1 L p1 g !/2i/ , r 211 • It 1p2 '�!� 1 A I Q �t � ' I2 2 �� 1�, V. 70 - q 1 1 2� - Intel ��2 d �9--� -t— ,/"' �t ,l ' �p �2 `�2a ��y f 2, �� I ! 12,1 2t �� 2t Iy�u �u ��2 , ► 12� �2 g U ) 4 r 'J2 ` �2 �,l • ��d �) , • 11 I�'� 1 5s 2d , �I I l2 r l' , I� p � �2 I ' SLI' ` ' �' 2•• � ` � � I I I ,� ►, '! I �n1 5 DI7 m JIM fql � D12 -i I` 2 D13 �s D 14 � /�, LIQ , l2 kit I�ti I' �z� � � .. X11 � 1' � 2 9 1 � - � � D 19 lu ' '2p j�21 r !�!I y GENERAL NOTES 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS 2 '9 �Cy, 21I SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.D-2• SP-2. �Y� z & SP-3 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. Cs TOC, BE 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLD GS,WALKS,AND ROAD- WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES �0 6. AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXACT s LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OFTHE INSTALLING CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. NOSITE REVIEWS ARETO BE CONDUCTED WITHOUTTHESE DRAWINGS. 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWEDAND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACYOF SIZE AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE B RQJ!`'HT DE8oZn0N OF REY 81001 DATE AP1PR VED TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BYFAILINGTO DO SO,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- CITY OF RANCHO CUCAMONGA M ENTS REQUIRED. rnoroxD:w,w..ctnhsa� TRACT 13279 � " VICTORIA VINEYARDS NORTH M r III �1liwn.un.o.o town I � 1 �M Ill „D°Dcw„a + ! STREETSCAPE I I Dwc Ott.MM I I . VICTORIA PARK LANE a V .GwOW I•.k W11 M , it t IRRIGATION PLAN vi ,v �;� 1 PREPARED BY: PREPARED FOR: yr,g� qI�i� I II v G► wL� a►n. 8.5.E� Lm /5�_ Crry anoarQw 22397 VII U,d D[tlpN A[CDMMIND90 '� ""` . .,.. .. MORSE CONSULTING GROUP A.I.C. wPUP ?f1`C 0 °"S`.'Ll PV LYON .I.C. . .. .. , , o���.� vlll ,X M PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE �• • I L � � I I DRAWN aiwrsnn �NttT 4860 IRVINE BOULEVARD, SUITE Al201 A.I.C. JOB NO. 240-46 os IRVINE,CALIFORNIA 92714-1299 3fie WILLIAM LYON ram ami I-1 51 —� - (714) 730.7117 o4111CKIIIO DRAWING moo I ! 11 8540 ARCHIBALD SUITE B 1 150-L SCALE: 1"=30' KEY MAP NO SCALE Q°�°�'° ASSOCIATED IRRIGATION CONSULTANTS (213) 477-5525 RANCHO CUCAMONGA. CALIFORNIA 91730 A.I.C. OATS r?p° s I YI Y` y' ti ti � r "T I wl 11 IL t o�c — 41 E7 _Trr_ E9 E10 1� � _ �n .fit ,�'' I�It ly II - I E 2 y, '' E3 M � Y� B-5' _ I tic E I �$ III y �yll E 5 4`I E 6 1 yti E 8 a 1 Y4 1 � z 1 dVA U ® 1 �{" ' I r ' YI�1 1 y" I 1 I t II 1 + 1 I N 1 y2� I11 , • I 1 1 I ��; Y� �►� Iu „ yti I A ` "T I I" 2` • u t I rl t + u YA n�G r, 1 „ • -'- loop -j--i__- ---- ( �/I i �1' ' 1t I lid i ( 1 ,/�r ' �` 1' ®1 .t� ' - I y'r I' -•--=•• �, 74, 1 1 �° 1 (Vy 'G' ® Y'' 1 'L� �I 1 t I ' 1 � •r yin y'L`' r Ytil� '��Y� � Y,clr 1 M I� 1 I "� , " y,G11 �, '__ — • /� _ ' 1 1 1 1 • --rrr r- /' do— �' m - - ------------- �_' __. _■� r r--rrr uj 4 yti y" 11 cnl AV' YI' I+ (n – _-�—A w I U) t I yz" " I ytii► 1'ti11 yti^ YZ y,✓v U yn y,�i 4 I I i I yti I I I , 1 t I 1 1 Q 1 1 D 2 I q. ,� -�y�/� X _�(_ � � 2.1 _ _ I�1 n � �(r �( ./J��1— I ,1 y ��- � 1 I ,, ,Gf, ' X X— -- ' -�--XX �r, 1 I 1 t I 1 1 1 1 I 1 1 + 1 1 t ► I 1 1 1 1 11 1 I 1 , ,, I x y,�� �, - 21 C TOIR IA I ��,I ti11 PA J W' yfr1 yti'' , yam' -ye z E I y,�11 y, �4, ��, 1w w1 �1 - R K _ LANE _ - - - - z - - - A z yti ti ,�11 y y l yam" y`G„ Y j1vi 'YA ,�I, },,Lu }•finrlu 1 U U I f�ii1 A 211 ' ` I I J '1 y" n, 1� 1 © n `� �! y'y� 7 M yr 1 j1 '' Q 4 I �, yti Co ,� X l - �.�,1 _ y� g y,, ¢ ® ti I , y�l� LL y I 1 21 �I`11�d �s r „ I • y'' 2ll y y^ I © 0 ,, ll , ® 2'' 0�I 11 �`� + , i 11 , , I '' IYtJX yti X2 �„ 12, .c , "2 yG yti` �`� �p 11 mm 11.m X '�'4 2 � •_—� 1/ �i Y� 1 _x_ ib , Yn I ti _ _ ti �' ® lYti'I_ _ ' �11 , /�• 1 • • �� ' � �( —x x-�r-\ —— , `1 1z" x n 1 �` Y�r l ,/ ��r �r r I�'Ln , Yti 1 4 1 Y I y-� 1 ► I I I I t t ti t I „ I� 1 ye y 1 �' ... •• ytil y ' y �Y� � I° �, �, n yn III Y,c 1 , 1 �' y V I �"' 4 ti m"�m'�'�' 4 4q D24 D25 D26 yti yti" D28 � MATCHLINE E FAIR ON W EET 1-9 MATCHLINE - SEE T CT .13443 TRAILS O- 11 DWG. NO. �D D2 , I p. . i GENERALNOTES ti 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY "T EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.D-2. SP-2. & SP-3 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. oArE twn v o 5. ADJTALL SYSTEMS TIOAVOID SPRAYONTO BLDGS,WALKS,AND ROAD- Mowu"="...."=r"�you CITY OF RANCHO CUCAMONGA WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HOS AND CONTROLVALVES 6. AREAS THAT NEED TO BE DEFINED INORDER-TODETERMINE EXACT 1 =�•• II III I TRACT 13279 MH fAc%nv LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING J M III til II VICTORIA VINEYARDS NORTH CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. � ,",w.u."owcown 1 1 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT '< ISI DAY co"11""` 1 i STREETS CAPE .c"•oL6P m all I I 1 ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. VI VICTORIA PARK LANE NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. ` M Iil , I,I IRRIGATION PLAN 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VI IV PREPARED BY: PREPARED FOR: VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE tilI 1 u" ii l i ty►rs_ -S P5fl AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT ,I I i w►Pnovtto ttry VII � 22:397 ecru 111491tvm1p w.c.t. rvo. w TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TOLmI otesloN ptGOMM[NOtO DO SO,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- I 1 MORSE CONSULTING GROUP MORSE CONSULTING GROUP MENTS REQUIRED. •"�•,•••••"• X ; LYONA.I.C. �'u'IMM` MM�M?�"`.`.VMIfcArc"Ra`ru""tf � WA to Vill IX I $ PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE A.I. ,-•0y ft a,LI,,M„U„1001 4860 IRVINE BOULEVARD, SUITE 111201G ' JOB NO. 240-46 IRVINE,CALIFORNIA 92714.1299 A.I.C. 1-2 cw 51 (714) 730,7117 Y& WILLIAM LYON w0, ,6 . 0540 ARCHIBALD SUITE 0 � , I Ids onAVlnMo taw. SCALE: 1 30' KEY MAP NO SCALE QIC., ASSOCIATED IRRIGATION CONSULTANTS (213) 477m 6525 RANCHO CUCAMONGA. CALWORNIA 01750 A.I.C. V l 1 �8 L. a FUTC MATIC CONTROLLER "Ell Bel"F" (2) 32—STATIONS INDEPENDENT 115V 60CYC 2 AMP ELECTRIC CIRCUIT TO BE PROVIDED BY DEVELOPER ELECT. SERVICE TO METER TO 8E , EXACT LOCATION TO BE DETERMINED IN THE FIELD PROVIDED BY DEVELOPER TYPE-A PEDESTAL SEE LEGEND ,,I E 12A 4f 2" BACKFLOW PREVENTION Yti ASSEMBLY— 2 PRESSURE E I 1 ly�l, it REGULATOR SETAT 95 PSI 00 00 'YID •. �1nta •. ' ,� ,ti� still © \ `I SAss,00 -- 100 �04o q4 0000 E 1§ yti ti cp E 1 ,s v n Yau u Itis E 14A o I 17B , ��. 51 E 18 ! N 4 ti01 ,,�'' Yti Yti �'►v� MPS �;•'' tial " Al 2l ♦ ti Ii t� 11 ,a SS 1 E15 E I E I?A y I �" 1' ►I ,: ��" - I ' , / • , i 1/I� �1 au 2 yti � ,� , 2q y/ 11 I' q �� y,�a 2' a ,r �- y, y r ` � Y.c n,f �; ♦ ,, I'!; I ' ® . •• '�'; ' ' ,� , �,� � ' �'� �''� }u y.r I �. , y� �I � ` � � 'gyp %'c til '� � 00 ' �/� ♦ `y � � 7jCi ti / r '� � ht► � , '� Y/ yr ,�rl�-Il � y.�►1 YN rl p - ���� �yr �' A � y.. - �• ya r yfr ri II 1 1 k4Ir00 '� Q /` !; / �jll " ••• . 11 I /1 L 1 1 1 1 f. �/ f L r / i--- •-- ��/� J, I) I_ ,� �M "�. l 1 'GN � •• • • � �/ � ' ' , �/\ � 'LGl' �� �" 1 ''- � a Y •_ 1 /4/4 / • t G16 4 IMP N1 �R ��L�/r `L �, M • ' // T'� � 'L r ' / 1 �!I y c7 I,- , 2 Y�� 1 i , 7� V/ ---'- ♦ ,tl �. �• . II �'Xp ( �,-' l , I [ y 1 K Y�. n►I Q i-�.0-' ♦ %� p ' i T L Zai �r,`(},. y2rl 'G y, I • 2j1 L ^ ,y� r p� I I'�.(� yell y� I yi[ '� i S/ y� �.� ♦ r !. ----- yi�jll Q �� y-fi' I � ••. }��� � p - ---- "L 'Y 1 � i , , � •f ' i � V 1) J,6r 1 Yl�/ � , II � - --' � S•r T � � ---•.____ ..,..� •�'• ' 1 LTi • Y/� ---- ' yti �,a / `♦ ti" / y ' /" �'' ' o I 1 7 ?� 'C IISt51 �I . y ¢" �// �'��� (j'1 � II - 2 +� yl ti t -c' E 1 � .01 �, 7�' �' y ( ( fir rl G/ ya (� I'{• —At/ — F9 yr 55 F — ► 1 Ir ,l 1 Q ��1 Il Fal �i1 ti �4 r ,► "1..,� I d �'tiq Yti y�l, w41 ?'� r d q /LI 1.•_ ` ;;yr �n 1 Y'I 21 _� ,� ,�, 1 , 1 —��� 1 ' 1 ( ' i1 ti ���p F30 �, ,kitI rn 21 �_ Yr,'l y�rl + 1 ♦ r00 j �y y ►,- - !i y r V/CTO �¢n " yti, rti' �� F7B , 1 �-� _ Y.� �'� t r I yf R lq y yPARK yell, � LANE_ I'll V1,111 Alf F 2 F 5 y!. 'y� I y �' y n 111y j it �11 a d \N Y r 1p yti" y vti Yti`, l Y� 1a `�' / �';$ �I F �_ ti" �� �� '' T �� AGM �' /U� 'l yti � r 1 ��� \` �,I %f 1 1611,411 ���'�'- • ""'��'�'•�•�� �' �""""""�-- —� ) Y.(.� Y Ir Yti Y�11 '�'.�`�1� i stir n,l� M , 1 1 I I 1 1 , II y� 1V1 / � � FII Il Y.t -I 41 -; I l r Y.Ur y rl j/,L y2f yw 0 ,� C ��l I►I�� I lV� PO.C. TO 2 WATER METER lye y� y 1 1 y 1 1 1 yti ytil, ,( I 4 PROVIDED 13Y DEVELOPER yr r ,► ti n ytif► �� ��" F 15 ss F16 r; F 13 s, F14 F12 1%11 I'I + 1 CONSTRUCT ION NOT E§ 1O CUT & CAP EXIST. LATERAL LINE Q EXTEND NEW WIRES FROM EXIST. REMOTE 6N OR CONTROLVILVETO NEW VALVE LOCATIONS. AS NOTED ADD NEW VALVE TO EXIST. MAIN LINE. SIDEWALK, CURB, ETC. © NEADS® SIN THIS AREA TO BE HANGED FINISH GRADE TO A 121 POP-UP(SEE DETAIL'A" BELOW) SPRINKLER NOZZLE Q CONNECT NEW VALVE TO EXIST. SYSTEM � As sNowN. SCH.40 PVC STREET ELBOWS t2° �U VAI.VO5 d5T O TU IFRR16.�DJ —1 8 SCH.80 PVC NIPPLE(LENGTH AS REO�D) ��� TO �Q CHECK VALVE WHERE NOTED SCH.80 PVC NIPPLE (LENGTH AS REQ'I ) J 5T IP-FL IIcA G T1Lcx..�• 10 p -g� PVC TEE OR ELBOW ( S x S x T ) Tt CITY OF RANCHO CUCAMONGA J MH -`�• IM �;I i i TRACT 13279 III u" n�.�O.a,.n.I;I,ww•UwM. T"mn ; VICTORIA VINEYARDS NORTH ISI i I LATERAL LINE •..a(••...- I I SCH. 40 PVC STREET ELBOW v .�..-.••--,. I ' STREETS CAPE M ;I ; VICTORIA PARK LANE POP-UP ASSEMBLY (INSTALLED I" ABOVE FINISH GRADE IN OPEN AREAS IRRIGATION PLAN NOTE : OR AS NOTED) • i IV �1 PREPARED BY: PREPARED FOR: I. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS 8 CORNERS, e• III ' 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. VII APPPOVaO WYLm II � i Corry c►rornrsA � �c � 223 L3 ww 97 rA_"'�TYPICAL SHRUB HEAD POP—UP ASSEMBLY MORSE CONSULTING GROUP o"1ON M ORSE CONSULTING CROUP II LYON NO SCALE JR-005-84 VIII IX = M I PLANNING •ENGINEERING^L.ANDSCAPEARCHI ARCHITECTURE A.I.C.C• ,.,. ,, ��•+�A`s•/�Ms 7 I I L Lm vc tin 4860 IRVINE BOIt�:VARD, SUfTE X201 G" J08 NO. 240- _III—min • IRVINE, (714)7Rt� 1NIA 171 12 r me WILLIAM LYON earn 22n y . • • 46 f � AIc. ' ' I vAAVnmo No. SCALE: 1"=30' KEY MSP NO SCALE Al C. ASSOCIATED IRRIGATION CONSULTANTS (213)' 477-6525 8St0 AACH18AL0 SUITE !! �"""� 1 6- 1 RANCHO CUCAMONGA. CALWORNIA 91730 A.I.C. pA� I I 8•1,. 1 1 1 r u , E27 E26I z11 �, G 21 E22 4 E25 11/illI N G2 E24 ki E23Jkli ki Yti7I 1 � ' � 1l , � m ` 1 � � n �19 � I CJI f r f 3 I 1 I 111 i I I � � j" •+� �,„ � 1 I , 1 ''/I` I�j 1 I�1 ' j1 1 t n 1 �l —� �t • �� �-� �� ' h I I I • I all i \ r2 n I I y r �I 'Lit ' / 1 �lf �� �1 - --------- E 21 , � �� !`� — — � ' I IYr n14 Ip'© n • -La y I y�r _ "— -------------------------- ------------ ---;----- -- �— uy It n G3 �' „ � � y�,l — a, 311 i� � � _ � � • t , n NI �o E3o Ir' ly�ll �'q� y ► n �` a �' u / W L Q 1-04 0 co �II PARK _ LANE _ _ _ a 45, ' \ , 11 , n I X11 © ,• 2 „ Irv, / �Qy a- D 20 OL P-12 ` 1 _ y� ---------- , � n Iz --------------------- ------ -------------------- . -- --.. _ J Y4 a, _ _ _Qi 11NU a 1�� II I I Q,, � f'p �¢ __-__ ti' 3, r► O2 1/11 n II 12 �' II �I I Y4" G20 � iy 1 4-tG21 2 Int" ly'� I Ilk i 21 � 1 E31 1 DESCOUPTION OF REY 810N r r DATE APPROVED MO►OE[D 210/wr,EXTENSION CITY OF RANCHO CUCAMONGA TRACT 13279 JMH .....,. M 11 II I I;�.�EEr I ��n I VICTORIA VINEYARDS NORTH Lm I'I now Conn" ' STREETSCAPE I� Dwr Gn[Et ME•1 I I r v .�_a.....�r. VICTORIA PARK LANE M IRRIGATION PLAN VIIv ,� PREPARED BY: PREPARED FOR: UA A;p"otio Ht: V ) ti"`' R.e.t. ►o. 22397 VII fir, i i O[tlpN AtGOMMENOEO `m "AR` I MORSE CONSULTING CROUP ,M,•MORSE CONSULTING CROUP A.I.C. H,\My„uc r�toMC o L\>DsCAPE�TrECn AE l.au rL+Br a MA S VIII IX M I i PLANNING •ENGINEERING•LANDSCAPEARCNITEC7VRE LYON ONAWN am"d own Am wm not'"",T�`�",W""'" .►.ttT g L `m I 1 4860 IRVINE BOULEVARD, SUM x11201 JOB NO. 240-46 IRVINE,CALIFORNIA 92714-1299 A.I•C. (714) 7307117 tNte WILLIAM LYON ram�jc�rnz I-4 : s / x ORAWINS nw. 8540 ARCHIBALD SUITE B K/� IllV6) STALE: 1"=30E KEY MAP NO SCALE A.I.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-5525 RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. �„ II 5�'�- 1 G5 4,tL G6 , G8 �► G9 GIO zoo G12 G15 G16 ao 11 0 U G 17 I� A 1 111_u 1 y r A In a/y N11 /LI' /Z' r "_ 3 n I�LI' 211 �L' '3/q 3/�y 3411 uLIf I 1 +i 11 —�4A N l 1 1 II 1 veil ' a r y N �J�llfffn J u I IILA ' I n k IfZ4 If �4VLu I� " ► , q Q G 18 J " 't " '�. ' 1 2 I 1 I 1 /2 + ' 'y ► , i1I • Y I —'` -X �X �tY ' +Za + , Ikd , is aI a CIL v t �, G I9 1 � In • � - • . . . ��• ' r 1 �i", + VA.u I 1 „ 3/I 3�r 3�N 1 _ rG n ly a f�q� 1 ► ` I I n 3 A , - _ __ - I a 1 vtn A w I--�V 35 I �YII ' ' ' ' u N I 11 - a / a 211 'X Biu�/ ,© Z ,!��' YLr • ` 2 I It A 3 II I�II 21 a 3j4 ti a u a� u I --JL 2 4 a Z I/L" _ - ----- - ------- ---•�•• — — Y 1 1N �� �L_y-_ - _- _ _11 �A -� '�N® II�ZII/ ► 3,a1 l II �r,( ► Y , I n I•-1 I/11 , I �/n - ___ '�. s � . • _ a - I I I ► Ijl I �2 N I - -- _ n - ___y�lf __ --------------- 777M. _--__-�2_-____-_- I Nil 3�1i 3,1 r 4.'l ` 1'►" , l II ,fin V 3 y , 1 = a h4N l" a M�u a. �' �`' ��11 a b1r I �4" © In l L r1 1'1 �► lu �" �u IIll /Ill ll ( �® �� .�� ►V by AI L' /� •'' ', n ` ` � Ihu yw I , ® I�" 1/d /�' ' V ' ' ► 'r`" I ► '/' ► !f ► ' (I/N O`,'1 Vjl A , I Q t A I 2 _ 2 G 14 4 r 2 ® Ik� �Y 1�j 3/' 3 _-'-___ • VLII g N I " , �v��- • )eu II' ------ rig ---- - --- �1 III a N 3/n Q- u 0. 3ju IA II 3 11 b /II b I'f r b Iky Uil u 1 Y Iu2 - �' _ I'>�" ---------- OL n° I/ I I I �. • , I h 3/�I' b 1 — n—" II/4u In 11 lu IN 'L (y hM -X-�►li°--X- X - - _ _ b ,I - N>1 �1 1 ® 221 h4M ® � •• ► u ' ' 'h° a r ® (�-X 221 u u I �i u - - G23 X11 21 I P.O.C. TO 2" WATER Iw I n �r , G7 Ir�j l ,•, _ ,�N - I 4 - METER PROVIDED Co 4" �� �4A III Itiq C� G11 G13 Ih" - ®7 - "�' _�_ I 211 • 3w - ,L�,I BY DEVELOPER Iw n I �' i l • aI -�•• 211 I' .Z—.11 — :-��� I b b 1�/�II y�r I�/�(,II �'�— N I/Eu®3 w ri a II/4U�i A Ik '/Zu I�ZtI G22 ® a ' �2' 11 nj A II lull 3�yY y q 1w II 3 1 {� =1-- - � t b ® 11 4 � -L.� y Ir II II Ikon - r n nl' ► fill, — — _ — — I u y '�' �j�u b III 1 h 11 /4 11 u 4 n , '�" ►' 'kit lu—/\ 'hl qN t IVl► ' + I �4-1I I Ihu ' Ik' 1 VICTORIA I I b �?_.._. /¢"� a rl 1 3U ® � �'" " - PARK �� III � • n , Y _ — _ , "►� lkY h"� h,I _ II V II I y - _ LAN E _ - _ _ ►/ N G29 X31 �� G32 1Lo -�•�(•—.L we 4 ®hr y a— ," r1 .1 SII Iy G 30 1 .�� �� __ I IN �Ln© o I 1 ® 112'x® 3/� ®3/4n U ® )l,y a �'/r I n III n u 3 Y _ P�II jk11 �1 �r21t �I� 1 113 1 � J,IV 2► — �_ • 1.—�'�- ��r ��/a 21�n I Y ��� Iu ® ® �� p 3�II ® 1w 1 �1 ' I' ' " • 11 " — / n ',I� �j`I ® ly A I u 3® 411 3j U N-ll 0 U ill) , I I I n t q I u 4 '3/A 1 II 3 4 r a II z I, ► yz ® 0-4-1151-1311-0 04 0 � IA —_ • MOP �_ i I�u , i !!/tl II�,11 Wil Il A I�" I II ® Jill ® " 341, �-- yell ® w• , I �II I ';1 I l u �� I' 7�•I „ •n ® k ® ® ® 11 0 rG n yL'' IJV•• 2'�z / 2 • 3/411 / T ��k _�I'� 2� II " / IIS„ n IN �n— 1 ' � 7QI , , _� I N ► • � (h \ �' G26 \ ® ® qli /,�" I II \ ' Z W (Lll t ' � ' / `_ — o�� Lo I G 24 / 11 Illky®-�- 1 Z �LL / ► I" s 1 u w f.11 - a I14n Ih/1 � J V I u 311 3 1 ^ \ ® `® 1' • ® _ 1�1N hw ' Al IiN G 28 J i /L IJ 1 11 I 1 II ky © 1 11 — if I ry G25 }y� ® ( I� I w a. 7 ® .. 'II I 4 f I�y 3/�u i Q N pill I I U , yL y kil 11/4t1 11.211 G 27 too I I n �� ' 1 ► 14 1�Y I' I kit I • IIN - A 1 AUTOMATIC CONTROLLER " G'1a " H" 1 (2) 32 - STATIONS 2 BACKFLOW 1 PREVENTION 1 INDEPENDENT 1 15V 60CYC 2 AMP ELECTRICELECT. SERVICE TO METER TO BE ASSEMBLY 1 CIRCUIT TO BE PROVIDED BY DEVELOPER PROVIDED BY DEVELOPER 1 EXACT LOCATION TO BE DETERMINED IN THE FIELD TYPE A PEDESTAL SEE LEGEND I 1 1 1 + H 10 �3 + _ H21 �o H22 &a H2S _ 1 + 3rg H24 43 �2rJ _ S"► H27 III �y II Iy��I It ly 1 Tr t q yy 3 I � II II 3/FUTURE �L1 I�1 �/n *4 *e ICY y II 1 tl I10 11 3 u 3/11 34q I '� �4 41 h" 8211 �' kl � � 14 it �r 4p �I I�,1 �U 21 h Ihu �U �n �,4u �" I{yy �I 4La Ihi1 �/II ��4" lu �4n 341 Ihu I u hn I ` r I A 3 n — /r n r '�/nit n n u tl 1 1 n ^N 1 I A u 5 u , .t 3 ,I — /� /� — -- ® -V--G 4-�-9i — — — by ( — I1 — �'-Z ,car — — -- I If9 ® - -�-Iz Ian Iii �II� — I� I+ _. hA - 1.._ r 1 f '1 r ►h �/ IN r I� r / Ihu I 'k'' k n ��I�1 I I- LII I `� --�- T -�-- —i— .� �l l� I 'I tl n I ' /� u I y r 1 d 17 n • �� �� I • n ,�3 � 21l Ihu ' � ' I n ► I Ik I I r �,I©v 'p �a ' , �Z �l - - - 1 �tl NII =--- /�=- I L - -- - - '--------- ��------ �----- t2 i4------�--- ' _I_ �iY 1 y - u 'k � �! L1�1 X41 ' tl tl W - - - -- - - - - -- ---- - 'L-- - -------- I u — _ _ _ - -- ------ - - ---- - -- - ------ ---- - -- -- - i t y y I p 1 1 A 11 u I I e 1 n " la I y �l r ► , ' ► I , 1-- tl • In IIiA 1' 1y_1/ • n �f— ► 1 r1 , 1 - _ I YY � n n t'1 1.1 A 1 A. 11 1 � 1 ' I �¢' , ► � Ihu I � � a A -� • 1'- --------- 1-------�----- � � xy 1 a W � q 4 I ► � -�-- ' ,1 La - O�— _ _ ziiv _ q I .Hi I .q{, I SII H _ _ H�S. _ �{$ H I$ _ I " ® ,kr Ihe34t © 11 a 3/�, - ► - - - - - - IIlicit - q � � In It1 i 4 �,, �I, ' " z 11 Q 1 > I�-tr I I 1�II A Il 11 Ihu I II - - 11 --�-®- - n O w f I 21 I�q �1 _ � , • � • IN '17.11 ® II-1 �a, � 'h�.0 � 'h�ll ' a IM ly• �° a/p 11 1 Ihy` II 12n yi/q L/u 111 I" 3/41 �/q N ' Imo' r� II® Zn Z�/DA� 3 11 kill �l n r n ► + 1 A + ` 1 , 1 ' X -X- �(-i— X I"I�It ••� + I�,1 1 1 "A ► II 1i`)�, ® 1 Il Q_ 1 A rG" /4n "N411 ®I • I G �q ► ,- IjZn ' 1/ i l'f" '1 11 3/1 v, 'I I ,�I��', I 0. — / �1 t o r 4 1 h �/ v,1 y 3iu A �.... 1 . z >1 1 _� 1 I , /' I 1 1 ) 1 1 ► I ► I I ► r ► + I 1 , 1 ,J I ► 0. /`f 4 0� In p� 1 U 2 ' 11 u —L--- —f— lu hw - 1 U 2 O � � � n I ¢ I��411 !J_. 1 z1 H8 X11 _ VICTORIA _ PARK _ LANE Iy �M _ Itis - - _ ��II X411? I'1 411 _ J _ �- 1{Lu (�1 u U) I U 1?1 4A4 �/I' 11 Il 'I '1 IN �. a 1211 J U lkll "� n it1n I„ I n 1141, 11 11 3 _ _ I Q u Ihp ,hl Ihu 3/r I'�' Q U (��I I Ikn IV 'I " It I 11 i u I'�L� ' '1 u n ca w • n +� � 4 moo �t�.��t" — — ��t. • ® ' �" , 11` Ihu I n '�L '��'1 11 u ll III I► 241% q u Ihq awmanomo 0 Lu Y— — m m—— —— ;111® ' � %tIII 2 Il 2r hk - ® lht, IyU4/r u 44 44 , tl I ' I�tl h I- it • Z1 D hr T I ,. I1t �4A - O X ¢3 H 1�2 43 H 16 21 � 3411 � Cn Ihl► IhA Ij'tia l 'I H 17 ,?i H]9- 4s H28 44H 20 r� I 1 0 lylr y,l Iti11 � O MAT E-I SEE ROCH STER AVE UE SHEET 1-11 OWATER METER TO BE z PROVIDED BY DEVELOPER FOR FUTURE USE Qi GEfI�.I�AI. I�I�-�-� R�VI51o1�S G-2-gg ION DATE APPR VEO ►norof[•:wrwr."a t"Nsiw CITY OF RANCHO CUCAMONGA TRACT 13279 MH GENERAL NOTES M III i;l:m�„� cn ; i VICTORIA VINEYARDS NORTH 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY 6. AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXACT Lm oxwo'I Owr coat" mm I I STREETS CAPE \ EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING r V .LwO0l1�.4 Yta I'I I I VICTORIA PARK LANE SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. r M �I 2 WITH ALL EQUIPMENT PECS.AND CONSTRUCTION DETAILS. SHEDIN ET NOCD 2DSP 2E 7. AS-BUILT ALL TIMES DRAWINGS AS-BUILT DRAWINGS SHALL BE MAINTAINED ON SITE AT li l 1 IRRIGATION PLAN� UPDATED ON DAILY BASIS. V) IV ,� I PREPARED BY: PREPARED FOR: NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. Lm Lm 11 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 °� lil i APPROv[o�s^tr Cl8J5- 7 1 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VII If, i 1 crTv [NOINQr1 �Q�"�t'` 22397 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE Lm ,,,,RocalYN Att^,pMMtNO[O BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD ,LnD.II....YTa Y I I MORSE CONSULTING GROUP I MORSE CONSULTING GROUP PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BR, GH I A.I.C. `^I''"^01C• �K" Tt"� LUKA 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- TO THE OWN ER'S ATTENTION BEFORE INSTALLATION. BY FAILINGT VIII IX w X I 1 PLANNING •ENGINEMN.G 0 LANDSCAPE ARCHITECTURE LYON C� "'°"''"°""""0 44iam m .rK+.L,w..Qr,.l! M I OrrAWN ,n«rano &M[[T WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES DO SO,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- O z f 1 MENTS REQUIRED. 4860 IRVINE BOULEVARD, SUITE#201 JOB NO. 240-46 IRVINE,CALIFORNIA 92714.1299 A.I.C. fie WILLIAM LYON�ami . I-5 51 I , —�1 (714) 7347117 h flyl� ORAwn� No. 8640 ARCHIBALD SUITE 8 � � I�� SCALE: 1°=30` KEY MAP NO SCALE ATC' ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO CUCAMONGA• CALIFORNIA 91730 A•I•C. DA" ,L AVt,:A5 WITHIN THE LIMM5 Or TH15 60UNDARY SMUL OF I21vIVA-FW I"AINTAINEp, 0 64 ui Z2 '2 2 ,own �C = .KENYO -- — t J ® f 2 211 p - ti q ` ♦ �Q. 0 uj c!)/ •�-.,, r ,/LI I► _ 10 J J � J � � O U " 1211PROVIDED BY DEVELOPERPOI TO 2 WATER / s R2 �m R I . �� GENERAL NOTES Lu �z 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY + 0 EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE 2 - WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.D-2, SP-2. & SP-3 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. AUTOMATIC CONTROLLER rr o rr 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- 4 STATIONS WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HOS AND CONTROL VALVES. I INDEPENDENT 115Y/60CYC/2 AMP ELECTRIC CIRCUIT TO 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT I BEPROYIDEDBY' DEVELOPER LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. EXACT LOCATION TO BE DETERMINED IN THE FIELD. I 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. I NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. ELECT. SERVICE TO ELECT. METER TO BE PROVIDED BY DEVELOPER 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND � VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE I AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT TOTHE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO I DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- MENTS REQUIRED. - DWG. NO I MATCHLIN - SEE VIC ORIA 48 K281 K27 SG VINEYARD N RTH LA DSCAPE ly!! ytill I PLANS A CT r1 21� BACKFLOW PREVENTION ASSEMBLY r go I Q2 >I l still 2 2 I t �� �, , z r. t I� m X11 - - - TQ W Iwomew-moo 2` y J 12 I I v� I - - • ROV M•7 ` �C -�� ► KENYON NYo - _ _ _ _ - OATH KE . NO• z � p�ANs CWG _' Z WATER METER TO BE of �- — PROVIDED BY DEVELOPER ` Q/ I FOR FUTURE USE ( y P.O.C. TO 2"WATER METER Q / I PROVIDED BY DEVELOPER I AREAS WITHIN THE L I M I T5 OF::- TH 15 130UNr2AIZY SHALL M rRIVATELY MAINTA WD Z�hAPWP PP_I\/Atte MAINTEi:NANCE I30UNI9A-12Y , d�nle qtr I RRI�•TIo�J REV15lo[J 6-2-88 DATE APPROVED MWOUD 210 FIAT.IRT114300M CITY OF RANCHO CUCAMONGA TRACT 13279M VICTORIA VINEYARDS NORTH cwr. II 1 __jIII II[.rn000CO TILT. u,r I 1 STREETSCAPE III ,.�OOMTgOI I I r ,...�„ M ! KENYON WAY IRRIGATION PLAN � 1 vi IV �;j I ; PREPARED BY: PREPARED FOR: LM U,A A I I 1 cwTt �I t C vvn � DvD W► 22397 crry ENOINma R.e.[. No. Vll ,,,,,I DESIGN AEGOMMENDEO `m ' ' ,c�.,,...�, r I ' I MORSE CONSULTING GROUP ,�,.�oRs�csuLc GROUP �,,,�, LYON A.I.C. m avN.IAm xm i� lAwrvs�s s M 1 PLANNlNC •ENGINEERING LAN SCAPE9RCHlTECTURE DRAWN ,T1wT,[T,q DHZIFT VILI I I JOB NO. 240-46 48W IRVINE BOULEVA , SUfTE Al201 �D 51 I 1 ; IRVINE,CALIFORNIA 92714-1299 XeWILLIAM LYON om CUl2 t - A.I.C. "j&y I-6 �`(714) 730-7117h �cK.o DRAWING No. 8540 ARCHIBALD SUITE B A.W. ASSOCIATED IRRIGATION CONSULTANTS (2 1'3Y 477-6525 RANCHO CUCAMONGA, CALIFORNIA 91750 A.I.C. OATS I SCALE: 1"=30[ KEY MAP NO SCALE LI..I > 1 K 24 si •• a 2,1 % �, CHLINE_ S / �• '2"' �` s K2 � �►� � � � g'�, � ARK RIVE SHEET 1_10 , Ift JIM 'm JIM ,�;1 '1 ,,M 1I � i � 14'I ISI 2�'1 �I �,._ .��`• � I N ' • 21 � � ` •2 5 !,,,� _ – I2 � " .. IGI 120• C i� �6 oor K 26 ' ® ros K13 � 14 �I a — — ----- / - cN� Inti i I ,, � , I" �, �� / _ — — _ RTjy SNF 1 , o, , �� �,, �2 2 K 10 -T I 'I�"I � ,< \ 21 I / •,� � � � � O � C/G+\Np S V� �� �" � A � �2' r� •2 , � ly I I ��,r �06- / �V SAF C C�-p �, �,� IVp T h?jq �C ANS y \ 2t + 4 / pps cr I" n I n fin 10 / � z � I dry- ►�W \ AIZr:::A5 WITHIN THF, LIMIT5 OF: TH15 00UNQARZY v z a PO.C. TO 2�� WATER METER � 2 ' y � – I % ' .r SHALL 13F MIVATELY MANTAINE:-d• PROVIDED BY DEVELOPER ALI, GENERAL NOTES — , ` ,� ''' — _ 2 1� 11 1 I a -'Y V INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY 6. AREAS THAT NEED TO BE DEFINED IN ORDER.-TO DETERMINE EXACT • qi� ► ► / EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS LOCATION OF SPNKLR NDS ARE THE RESPONSIBILITY OF THE INSTALLING -F • q, °i-y ILI 1 W SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) CONTRACTOR TO SEE THEY ARE DEFINED PRIOATO INSTALLATION. , x'2'1 2 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.D-2, SP-2, 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT & SP-3 ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BAS}S 2„BACKFLOW PREVENTION 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. ASSEMBLY ELECT SERVICE TO METER TO ST K K I I _ �j► 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND BE PROVIDED BY DEVELOPER 8E ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE Ile AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD / 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT , WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO 1 DOS ,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- ME SREQUIRED. AUTOMATIC CONTROLLER K 1 Ilk , - — 32 -STATIONS INDEPENDENT 115V 60CYC 2 AMP ELECTRIC CIRCUIT TO BE PROVIDED BY DEVELOPER �2tl Ile EXACT LOCATION TO BE DETERMINED IN THE FIELD cv) w II W z +, 1Is Is w Q w \ � I \ 1 CC 3fi 1 -- — OIK 4 1 '� co Z y _ • 1 11 , 2 O 11 _ I w of �'�' '��� ,2�I it �,�'I 9 12'1 L.. I y'L J — — �` . r 2' .i i. �. — W r ¢ 0.. ; 0 Q 1 W �l • • i • 21 j)� I I n '�' 2 '�-�' ''i� / eu v I�r v 12 / i y�1 f l 3 1 W I 1 ^-�-'-^ - - -- - 2 e I 2►{ `r 1 J 1 w 1 Y i W 21 9 1 2 I W 5� — KE WAY — 21 �' �� s 2 �- _ — -1 I -mmmmm".Z _ N YOI� — _ { M v e— , 2� •2n 1 , J — ,P. — _ I Z Q 1 U 41:c it - -2u O 1 Q t _ — , , — ,2y K 3 38 s2 K 2 ; > 1 1 Ip I ;; 1 • I I 01 ” I 3 K7 ORTH tu I y,�1t K 6 Z cc AAbbPe FP-IVAcTE NAJWF_yMCE 0oUNnAp_Y-cr DATE APPROVED 1� \ I CITY OF RANCHO CUCAMONGA MO►OL[0 7N/Mit.EXTENSION l� TRACT 13279 I J IM .0 L..� Ao.a cou�n VICTORIA VINEYARDS NORTH III I�I � I � LM I i I now,cwTI" 11 I;I „M., • STREETSCAPE y V IC.Qt l PA"YT. ' KENYON WAY � M lil j i1 ►,i IRRIGATION PLAN vi ,V 1 ; PREPARED BY: PREPARED FOR: Lm Lmt i • GATE AovnDvaD wy22397 VII I cmr [NOINfiA w.c.�. No. LM t i I D[a,pN A[COMMENDEO .. ....... 1 MORSE CONSULTING GROUP MORSE CONSULTING CROUP VIII Ix M I PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON A.I.C. ,��LCA�„&M, I DRAWN 0140361111 •NaR L LM I I 48W IRVINE BOULEVARD, SUITE#201 JOB NO. 240-46 IRVINE,CALIFORNIA 92714.1299 A.I.C. 1-7 os 51 _ /' - (714) 7347117 tNte WILLIAM LYON ram a�1 . 1 I cmacxuo ✓ DIIAWtIA w0• I Aola � ASSOCIATED IRRIGATION N LTANT •Z � � 8540 ARCHIBALD SUITE B SCALE: 1"=30' KEY MAP NO SCALE C ASSOCiCONSULTANTS S (213 477 5525 RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. OAT. ��� t v ' r 0 CC 2 2, cr. . O c 0 Ii GNOTEs Iv RAL E E �Q . ` I� >-r F Z7 F $ Q 54 F25 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY I / / / /I /q � / I u �I r J� � Q EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS c SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) ul 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE , �� qj12p , WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D-2, SP-2. 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 NQ�� too / IqN �� 1 II , X I11 O 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO �Q P`x`'� 2� P � I BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. � � . 2 � it � , 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLOGS,WALKS,AND ROAD- '�O� �� 2 �,�� ` ,� ► �I q ` �A 7 q - • WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. v�G �P.S • // / \ I 1 %� _ s� ��F 2 y�I %z �, ► X2.1 1 ,1L� , • �I F26 6. AREASTHAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT 5 WITHIN 1`H� UMITS O� T�f15 �OUNDAfZY G NO�N�' NS , % y �� ' / �� F2� c} �� 1 :• I�Zn LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLINGA OvV G1 j1� (G Q 2 g" I I i �! CONTRAC tOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATIO 4. SHALL 09� MIVATEL�Y I"IAINTA,INPDQ , n I !� •�I , � MPNos�P 2► � � , ,�� Int. �� , _ -;• - P 2 �, 7. AS-SU ILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT �. ' ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. / � • �' .l 2 t ZA / ►� n 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE ' AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT F 23 TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO / ^ • DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- MENTS REQUIRED. Ilya S' 2 1 / (Lit I �'� 2y I �y \ 1 • - �I •I � y� �,1 i AUTOMATIC CONTROLLER " S to 4 STATIONS INDEPENDENT 115V/60CYG2 AMP ELECTRIC CIRCUIT TO BE PROVIDED BY DETERMINED IN THE FIELD. \ 2 ti / F20 ? EXACT LOCATION TO BE � / I Va" ELECT'8ERVICE TO ELECT METER I � TO BE PQO9/IDED BY DEVELOPER / � / 11Z11 1 211 BACKFLOW PREVENTION Iti ASSEMBLYRO.C.TO 2'1 WATER til �� • \ �,1 �7 PROVIDED BY DEVELOPER I'9/1 / VO\ I IIJ AlI I,-// �� 2 IL F18�nl �ti h2 FIS 1► ,'"� �2 F 1 7 AbI�Eb v T I V, PI21 A E MAINTf:NANCE 130UND?W I0-14-ve, cr. IRT�IGP.-(ld4 1�YtSioI�S O OATS Mfl V¢0 1 CITY OF RANCHO CUCAMONGA 7 � \ ` rorotte tw rrr.utteta. I 1 JIm TRACT 13279 VICTORIA VINEYARDS NORTH Lm now co"m rtrma,P.M WTI I'I i I STREETSCAPE M I;i ' KENYON WAY VI IV PREPARED BY: PREPARED FOR: IRRIGATION PLAN ILM UA �� DOTS 8-5 - 4' I'I I I c r a o Hew � �Y L" -- CLArs IVO. 22397 YII i I L" . �•...AA.n MORSE CONSULTING GROUP D"'"" I�►MORSE CONSULTING CROUP p[COMM[ND[O X � ' LYON A.I.C. M., , �� rt VIII IX M PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE .Ov",�c�,U,4�,.,� 11+urr�► kM�'+►s zz �� I I 4860 IRVINE BOULEVARD SUITE #201 DRAWN r«,aaut srt�� I ��te WILLIAM LYON rm,�a;ovJOB No. 240-46 IRVINE,CALIFORNIA 92714.1299 (714) 73a7117A.I.C.. • I-8 0, 51. I1 I I CIP-M CKISO •s %114 INS mom t A.I.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6625 aS40 ARCHIAALD SUITE 0A ALE: 1 =30 KEY MAP NO SCALE ' RANCHO CUCAMOHGA, CAIIFORHtA 91790 A.I.C. OATS ( ��8•� AUTOMATIC CONTROLLER C�� ` ELECT. SERVICE TO METER�TO BE PROVIDED BYDEVELOPE 32 - STATIONS INDEPENDE T 115V 60CYC 2 A P ELECTRIC ' CIRCUIT TO BE PROVIDED BY DE ELOPER 1 EXACT LOC TION TO BE DETE MINED IN THE FIELD 1 2BACKFLOW PREVENTION �+ , 1 ASSEM LY W/ 2 PRESSURE 5� CIO O CII C 18 , 1 REGUL TOR SET AT 95 P.S.I. lIl.y�lt �I) II i z 1 I 21 a d td ll I IU a C 15 C16 + Q Q a a R d ai, Q z W Wo • • __ a I II q 4 4 Q II a I II 0. �� '2 a In a lu a OL I I� �/ I I � 3 rr q 0. I% I ® in W1111 Ill � / Q �ry l 2! I � I�` l II � � � � a , �_ � I IIq � ► � > , . 1 I in 1 P.O.C. TO 2�� WATER METER '� a a PROVIDED BY DEVELOPER _ _ FA I R M O N T _ _ 2�j nt n d / 1 Y Z y t: 1 Q+ Q� 21 QI, 211 21 21 �, q �!� n ,2'12 W _ el II 1$M 2M Iwool ,y �z \ I�,11 2� Iwa C12 \ C13 I C14 4o Q ly�l 1y211 ,c!I 1 0 r2� �� I w sl C18 z w1w< I U 2� C17kit ZIYV :31 ;� 0 ly ll I =1 w z CL tv— w r1iQ Q w oC 0 Z I I I I I • I � / 1 1 I C C25 4 2 til / s3 Iy n 1 _s,, II I�j1 1 I wl QW-, 0 M II21 �e ■- - �� . . z 2� , x �0 4. Z I i Q// 'L W Z I � Y ri / �h y r � lu - 23 sl ' � - , ,, �i�+lI IF 11 _� ,�2u , Iy ti "'//til �► ® d nil 0.. �U C2� 21 � � �" '�• 12 �qa ^`� ,tli z ���>,_... v--- ,y9 ®l�� y �� �, —� _ • II `I e / A 2!I +2 � �.. ��� �� � � r!. P` 1►r 1 ��°" � 3 0 � '► '2 — . • „a,� 01 3 C �' Y _ C21 I �2 J� 2 � � d � ► 2 � 2 I 11 ro � 1y II 1 > O ntl T I,� F A I�' °. w I Ire . • '� I — e e ' �� `�- " 0. z 1 a \ � 42 111 ►21 NI r! 211 r � � I � 0` 0., MAIC 122' ��11it ,211 '2 _4I, 12N e d I r a Q NES i W ,II ���,► \ w 1 I A C y ANDS • (� ,�— \ 5 1 /l / O C, N4 4 ]'RAI p� pCq NS •. Nr J a a C29 2S \ w 01cm �- C27 Ir- i zoo 1'1 C 26 ly I' -, C28 r w 1 w < w = cc GENERAL NOTES w1u) m 1. INS ALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY 6. AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXACT Q EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY. ) CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. DA APPROVED \\ MVOL[•IN/wt.LL1LNLw 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE 7, AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT CITY OF RANCHO CUCAMONGA WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.D-2, SP-2. ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. & SP-3 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. TRACT 13279 �« II III I I 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 \ M II I \ J III I'ILNN�„a„�a,,,,� I I 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHP.LL BE REVIEW ED AND VICTORIA VINEYARDS NORTH I 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE I. Lm Ili comp" 1 BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD STREETSCAPE 'I *Vill"M,~ I i PROVE DETRIMENTALTO FINAL COVERAGE,THIS SHALL BE BROUGHT ^ r v MIVA-YTL FAIRMONT WAY Y M II 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO SII I WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES DO SO,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- MENTS REQUIRIRRIGATION PLAN III J vi Iv ,I l PREPARED BY. ER EPAR ED FOR! Lm Lm III an Aovnovsc ry - -r R.�.�. � I 1 cmr [NOINQA No. 22397 VII LAKI I I 1 ROUP DESIGN A[cDMMENOEO .. ...... , Y I MORSE CONSULTING G M'�°�UCOE�L '",K, GROUP ,, LYON ��Ki�e .s PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE A.I' �Ka... . VIII IX ML UA I I DRAWN JOB NO. 240-46 sH�rT I I I 4860 IRVINE BOULEVARD, SUITE#201 AteWILLIAM ' (p -9 51 Z IRVINE,CALIFORNIA 92714-1299 LYON 7�am C7/I2? , A.I.C.AIC - --- -� - (714) 7347117 � � ��� 1 `� J DRAWIIA NOS, I 8540 ARCHIBALD SUITE 8 , SCALE: 1 =30 KEY MAP NO SCALE AM ASSOCIATED IRRIGATION CONSULTANTS (213) 4776525 RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. DAT, 1158-1- ",EEA5 WITHIN THE LIMITS Or THIS 13OUNOAIz.Y ZBACKFLOW PREVENTION Q SHALL 0E WIVATet-Y MAINTAIN50. - cn 01 ASSEMBLY P.O.0 TO 2"—W _TER METER PROVIDED BY DEVELOPER I Q 1 i y 1 d Il � I Y �,• , r �1 �� Z q y ) n 1 yd777o R F F • _ q " 211 I i PLA _ A V11 l u e Now At • u • -_- QI _ 77 ,y _ • 1 1 N y �y ��N I y � 11 ,'L _ _ _ N12 s� AUTOMATIC CONTROLLER O _ �"��. ' " �, L•• O lI ELECT. SERVICE TO ELECT. METER TO BE 4 STATIONS �. _ — ��. Z -_ V INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO PROVIDED BY DEVELOPER , N11 '— -- �. � 2n WI 2 , BE PROVIDED BY DEVELOPER Y EXACT LOCATION TO BE DETERMINED IN THE FIELD. Iy II i � I � I LL • y11� I u I�u I K 16 K 15 2a if �, �1� Iy l Iy u v� V-- ' GENERAL NOTES a Cr. r I" f 3�" 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY K 20 `n `� ' 1 ✓ � I" ' a 1Y4� �I'"t r ly4"®I'1 I' , ly ' „I � � EQUIPMENT INSIDE PLATING AREAS WHEREVER POSSIBLE. (fTEMS SHOWN OUTSIDE SUCH AREAS OR PURPOSES OF CLARITY ONLY.) 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE u 1► ` ys° WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D-2, SP-2. & SP-3 I" I 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 1 � 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO ' ® — a BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. u 5. ADJT ALL SYSTEMS TO AVOID SPRAY OTO BLDGS,WALKS,AND ROAD- 3jy , ` IV411 I'/" y 111 WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. e 11h" r 3/q T � 92 " *4 y u �� 11 qZlil 6. AREAS THAT NEED TO BE DEFINED IN ORDER,TO DETERMINE EXACT I l3¢u 3/ly 1/iu 11.4 �' T T 1 11 k y u i �, 1 ,, 1 ,+ LOCATION OF SPNKLR NDS ARE THE RESPONSIBILfTY OF THE INSTALLING Id2„ u 1 � CONTRACTOR TOSEE THEY ARE DEFINED PRIOR TOINSTALLATION. / I I 3 ' • f 11 1Z 1 I� I ® u I 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT 111 y ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. Z . `—” `t I ., ! 2� �Lkn 3��1 ��,1 `�u ' � NO SITE REVIEWS ARETO 8E CONDUCTED WITHOUTTHESE DRAWINGS. ijz - 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND _K1? VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE `V ♦ �'" LA II u I y r AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD R K �- , I° I Iy 11 PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL.BE BROUGHT r _ TO THE I u r r O OWNER'S BEFORE u I 1 �u ` e r p DO SO,THE CO TR CTOR MAY BEESPONS E INSTALLATION. O R ANY ADJUST 4y ' y" 4,1 K 19 \ / METS REQUIRED. I� � Ih" � II 0u K 18 �o /.,, IY I(I F ' l \ I \ -z* K 23 �11 4o K22 I. — IY z 4. AWF—P ptzJVATE MAINI`ENANCF- 13oUNOAW 10- 14- ,A 0- 14Q V ,5_-MP NON- CITY-MAlKTAIN6C> AizF�S g5.4.BP� '�� Q fJERf�L IFZR�.TTON NE1/15kDN5 6-2- DIESCIlLIFTION OF IN DATI APPROVED ►• MOIQUO 7M/w►.EXTENiW CITY OF RANCHO CUCAMONGA TRACT 13279 QQ MH .Cka, 'M VICTORIA VINEYARDS NORTH • III 11 UAw.a•Ao.o town v LmI; n000co"T� I , STREETSCAPE I;� .......1 WOODRUFF PLACE . J LARK DRIVE • Ij / ` V .CwOOLI I.M T. I Y M IRRIGATION PLAN 1 IIS PREPARED BY: PREPARED FOR. / C(TY • , onto �► b Ill I 1 Crry [NOIN22397Qw f � -� w.c.t. NO. \ VII `"" 11 I I�MORSE CONSULTING GROUP O[tlpN AtCOMMENOtO �" ' ; MORSE CONSULTING GROUP A.,•C. WwftA�NC� � rt s X I i l PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON I VIII IX I„1 I ■vft(nuuva.ClllLM OAAWN alufsnn •MitT L Lm 1 I 4860 IRVINE BOULEVARD,SUITE#201 G_" C• JOB'NO. 240-46 11_10 cw_ 51 Z _ i 1 Y& WILLIAM LYON�am fia�n IRVINE,CALIFORNIA 927141299 � A.I. ►A (714) 7347117 ! 1 I 8540 ARCHIBALD SUITE B � f oru►wrM wo. SCALE: 1 =30r KEY MAP NO SCALE Q1C, ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. o�,� Y `i' 1 ELECT. SERVICE TO ELECT. METER AUTOM T C CONTROLLER ' T' i I 1 T TO BE PROVIDED BY DEVELOPER 4 ATION'S 1 2 + 44 kif T 2 I/L © 1'� li a V r ' —ter ���r ��. •. � 1 W r v�� iha ��► z ^ ^ / + 1 I I J I q r 4 n n n n ^ g '� all ol 1 ROCHES ER f1r _ 1 — — — — — - — — — _ _ 2.. BACKFLOW ^ _ :( 1 1 - VENUE ASSE ASSEMBLY 1 — F— 1 37 " "8' H6 — —=. _ P.O.C. TO Z "+WATER METER ;O PROVIDED' BY DEVELOPER m " r r n Iw w ,,\d (j �' 'k�. 'iia qtr I �U V �u t�p • n— n r) of 41 11 u 1 `� I 11 Eud 1 r 7 /�— I I 1 ( � W s ' >1le, I . I I , , r I 1 I q ccl 1 0 211 � a I��I 1r � + �. h ' � ORTH m �- n , � TO BE PROVIDED BY hIf ELECT. SERVICE TO METE Q qyu 3/r a/n ' aallimil DEVELOPER if that i ' � J"( 1Ulf If Ila I p s 2" BACKFLOW _J 1/a" ytr �/„ ® �� k 1 `1 PREVENTION FUTURE I� I" "1" 3 n u 3 u ASSEMBLY � � �mIf ■ — A � n2 tri ( ^� �� l y / 3 0 � t ROCHESTER , A �n O' N • � � — ',s t a 3" © Iznn {1' IiP ,¢, _ z� II s1 H 3 - - J� 2 CHESTER VI�/n II H 2 — _ LL II 11 A4 Z L C� ll 1 I(,r _ 3 G2 NI 2 D,. _ P.O.C. TO 2 WATER METER 1 r N , , OS 2' V �, Ir �/r _ UE •42 U 4 Ill IP OVIDED BY DEVELOPER 1 O '14 r � a Ir � la � � � — _ _ — �W Ir Biu " ' " (A I !v , ha 341 I 3 r 2BACKFLONV 1 N 1 4 , Ike�1 - PREVENTION ASSEMBLY I ►� I f/ ly r y r �n �" • ` n top '�`J' f tiN '`� 'ell I 1� / — _ , Q • Val ® �! ! 2"WATER METER TO BE PROVIDED E DEVELOPER FOR FUTURE USE ALL WORK IN THIS AREA- FUTURE- (NIC) - U6 4� 21 Iytll NORTH 41 U V �.���. i In_ la �u L g r I n ' AUTOMATIC CONTROLLER IIu " � $ - STATIONS INDEPENDENT 115V 60CYC 2 AMP ELECTRIC ^ � O CIRCUIT TO BE PROVIDED BY DEVELOPER EXACT LOCATION TO BE DETERMINED IN THE FIELD _ AVENUE 43 ^ - L AUTOMATIC CONTROLLER II LII ELECT. SERVICE TO ELECT. METER L• L" - 4 • STATIONS TO BE PROVIDED BY DEVELOPEF O SEER - ,�� - W Ds OCN� z d-IR I -wl littl W . a � dEL.>~T�p i�CH!✓9T�F2 AvE. rI�M .5Pt12 10-14-fib d/ y r ,N� �' II - I OFi=N ER L I fRRIc�TIoN RtMnic-As 6-Z-88 • 3 L r 1 • _ L 3 DATE PPR VEO - 9(o s� L2 lyll CITY OF RANCHO CUCAMONGA sh II MaouO iN/wt.EXTENSION _ .---- I «• II I� � I TRACT 13279 J M �,i i VICTORIA VINEYARDS NORTH III Ili.,, STR E ETS CA P GENERAL NOTES JI. '�� nO0 rommm TER AVENUE y .cmu i ' NORTH ROCHESTER < V iCwOW 1•.Y Yi[ I I I 1. INSTALL ALL�RESSURE AND NON-PRESSURE LINES AND ANY 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT EQUIPMENT I SIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING M Iil IRRIGATION PLAN SHOWN OUT ESUCHAREASFORPURPOSESOFCLARITYONLY.) „ CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. I'I I PREPARED BY: PREPARED FOR: 2. ALL EQUIPME SHALL BE SELECTED AND INSTALLED IN ACCORDANCE VI IV (� I > WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D-2, SP-2. 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT LM II i / �� & SP-3 ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. `t.,� li i wnvrrovco r � `��..-r-� c 22397 CITY [NOINd/1 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. VII ,,,,r I I DE[ION ri[OOMM1L?l Lm "AftE PRESSURE REGULATING VALVES ARE USED VALVES ARE 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND I , MORSE CONSULTING GROUP MORSE CONSULTING CROUP 4. WHERE LYON ,� %as am m WT BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE ' A.I. L.,wl� s.wws X , I PLANNING ENGINEERING•LANDSCAPE ARCHITECTURE OPtAWN C� "'n",'�"„n'�`� .►+■ff* AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD VIII lX M I 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT L UA It 4860 IRVINE BOULEVARD, SUITE 111201 3/teWILLIAM " , JOB NO. 240-46 1-11 cw, 1 WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO Z I ; IRVINE,CALIFORNIA 927141299 LYON r m�idi�2 t A.I.C. DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST —� - (714) 7347117 e►rcucso �a owAwnrr� wo. MENTS REQUIRED. 'I' 1 I I !lS40 ARCHIBALD SUITE B �I SCALE: 1°=30' KEY MAP O SCALE A.W. ASSOCIATED IRRIGATION CONSULTANTS (2 i 3) 477-6525 RANCHO CUCAMONGA. CALIFORNIA 91790 A.I.C. on•• � l 5�+� I J N I -•. - '-- - ••• rr rr rr `--•r--•.__.--•- rrr---- --rrrr- rr. •- - {y. i • .•• ` -•--- rrr--rrrrr ••• __ r • ' ----------- • • , ---------rrrrr . -r • • • • •••• Mq TC n/O • ------- ♦�Fqq �q SICqp� I w1 -- _ .-. uj W w • L ` zl • e • \ 1 T• • zl VICTORIA . . Q - `. 1 ARK ; r• / .°' wr o '1 - LANE . • . • - . Lu r ♦ J ` -; s ;• ' IN IN •• • • ' `' f J. • ,,`� I I • • S ° - N, / w RL •• Ali cc z S S ? c'9,o *Q* 29" DATE APPROVED CITY OF RANCHO CUCAMONGA M°r0[[D 7M rwt.Lt i[r110r TRACT 13279 III I VICTORIA VINEYARDS NORTH I Corr. MH r•cun IM I I I J III SA14OLMA I'IAAC01-t I I Lm III rlomco."" + i SEE SHEET SP-4 FOR TREE, VINE, AND GROUNDCOVER STREETSCAPE I °"`""""" i PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE VICTORIA PARK LANE V ,Cp« ••µ~r• PLANTING & GROUNDCOVER PLANTING PLAN M Iii SPECIFICATIONS. PREPARED BY: PREPARED FOR: VI IV �� 8_S Lm Lm bl , APPnOVKO My ,L,. - _ 22397 •br4 Iil I i CRY [NDINQR VIII MORSE Lyo Dcs1oN W'�o� CONSULTING �P Lm . CONSULTING GROUP •LP.TB. AtpD,M M[ND X I i PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE NDRAWN ''"``014.Us"�� '� N«* JOB NO. 240-4651 VIL Lm M I i 4860 IRVINE BOULEVARD, SUITE#201 G— D•K• T 1_.os 1 IRVINE,CALIFORNIA 92714.1299 ��ie WILLIAM LYON ram ami _ ►, p _ (714) 7347117 (� CNiGCSD I �r�� DRAWING NQ 8840 ARCHIBALD SUITE B L l 5Pj•- RANCHO CUCAMONGA, CALIFORNIA 91730 o/►tf SCALE: 1„=30• KEY MAP NO SCALE I� U ' -v - � 5 CL - tr CL 59 � , 1 I - • 1 1 1 1 ••' 1 1 • �' lyr .•+i • • • 1 r 1 rrrrrr . • _ r• Q •• --___ rr d ° • ° r... . . ......r.. r r Q ° •• • •7 1w rr..rrr WI r r• •r�rrr rr r .. Q • • Q Q •• L1J WI 2/ 1 —I(/) VJ — — w — — — uj LUI 1 � 1 1 111 1 1 LL � 1 1 1C\I 4-1 — — — I I I L I III 1 i 1 1111 >1 — — — VICTOR IA x PARK LANE Az _R z _ _ Iz — ZI . • : : .. - - - =1 • ' ' Q Q _ x oC ° A A ULQ I 4 ; • Q Q • •. 6 C qtr I 1 ; v1 ...1 HLINE E FAIR ON W T-9 MEET 1 .. .. t.t... r••• ....t.... �� MATO _ ATCHLINE — SEE T CT ,13443 TRAILS 0- 1 1 ti OATS ►►R V 0 /Q-05107N/N1.LLTLNL�OM CITY OF RANCHO CUCAMONGA TRACT 13279 J MH M VICTORIA VINEYARDS NORTH III I;L.NKAftAOP000M" I ; SEE SHEET SP-4 FOR TREE, VINE, AND GROUNDCOVER �. Lm 1;I o�M; PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE STREETSCAPE V •�••• -••••OT• ,I , SPECIFICATIONS. M VICTORIA PARK LANE TREE, VINE & GROUNDCOVER PLANTING PLAN vl ,v I;� PREPARED BY: PREPARED FOR: `a'1 Lm I;I ; l "T: 8- �� �..aO�to �► / ..L.�— 22397 �� I I cmr tNo�Nttw w.e.t. No. VII uwt � ' Ott1oN wa=mM[NO[O Lm / r I MORSE CONSULTING GROUP MORSE CONSULTING CROUP ls�Vtul\ �senrl► LYON s VIII IX X PLANNING •ENGINEERING•LANDSCAPEARCHMCTURE DRAV"d L111610"',��"•�� smacT L . � M 4860 IRVINE BOULEVARD, SUITE 11201 G'" JOB NO. 240-46 IRVINE,CALIFORNIA 92714.1299 7-ie WILLIAM LYON rom fi a�n i D.K. "r-2 cw 51 — - (714) 734711 T or+tucw '')��.� „/ ownvnmo KOM l' 1 I 6540 ARCHIBALD SUITE 6 1 SCALE: 1"=:30' KEY MAP NO SCALE RANCHO CUCAMONGA• CALIFORNIA 91730 15a , _ �i`I ,x^11 • - L5 0000 t `l � i 0000 00 SN��\ i I.A 00 00 -- 00 00 0 O 000 00 ��j . - 100y� Qji ��, ' Cli ♦ III J- 10 / � ••' 10 � _ / ••.• 6.111 11 1 • r ••• - _ _ OIT I • \ — ' •'41 • . - 100• i� ,ice' - ' •• '%' �0 X00 00 ♦ • . VICTOR • ' • ' . . ' ♦ ►q Q _ PgRK _ .11 1 for o - - LANEto 14 - - - • • ' 15 ' - 00 �' • G F © c 59 59 i SEE SHEET SP-4 FOR TREE, VINE, AND GROUNDC�OVER PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE • SPECIFICATIONS. �t�1UST' `ftp v�NEs �.c ®Flp-1 Low b-2�-s DArt APPR VIED moroslo=w,■.."T"Ic" CITY OF RANCHO CUCAMONGA AY X I I I TRACT 13279 MI, m VICTORIA VINEYARDS NORTH r 111 � Lm on \ i noCal-VIM 1 �. oA* Mi i . STREETSCAPE r y ••N •LwOOIIYT• I I VICTORIA PARK LANE Y M TREE, VINE & GROUNQCOVER PLANTING PLAN Vi IV �;j PREPARED BY: PREPARED FOR:Lm Lm _ - •ty �III� � j AoO/ OV[O SI DAT3 L`5 S§)X-K�' 2397 crry [ voIN[[w N.C.S. I VII LAME O[tlpN AtCOMM[NO[D `A CONSULTING GROUP P �°R.• CoNSULICNAG G �,VIII Ix XPLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON .T.B. Ow*wj ,�VMC ��,M, . t��.�s ftA I I OIIAWNI u1Ytsnn aM[tT JOB NO. 240-46 � ` L'" � � 1 4860 IRVINE BOULEVARD, surrE�r2o1 01-7 - T-3 51 IRVINE,CALIFORNIA 92714-1299 ie WILLIAM LYON�OdmhCli�2t D.K. —.�----- -i • " - ' I (714) 730.7117 / oRAwNe NO. ' I ! 8540 ARCHIBALD SUITE B SCALE: 1"=30f KEY MAP NO SCALE RANCHO CUCAMON(iA• CALIFORNIA 91730 J 24 P �G 5G 1 1 . T 15 1 o ol0 r uj x --------- _ - - • X ;. , X x V/ rrr _ — — _ — .` • �'• •, . • -x --_ !I Too r — • S .I - . • • • , x •I 1 x x x X •x. x X Iw r x — CO sr PARK _ LANE x X = v�C-�pR1A — _ •�� r r — •. r - - lo, r �N 1 �O 1 r , 1 1 SEE SHEET SP-4 FOR TREE, VINE, AND GROUNDCOVER PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE SPECIF4CATIONS. GATE All VED CITY OF RANCHO CUCAMONGA reorosco as rrr.caTcsa• u VICTORIA VINEYARDS NORTH MH •.cw.. M III KANAD A. •o cow" I � ,• • , , STREETSCAPE Lm 1,1 DAY GriSAM VICTORIA PARK LANE V ..••. Ta � J TREE,VINE & GROUNDCOVER PLANTING PLAN vl PREPARED BY: PREPARED FOR: Ta LM Lm III APPROVKD r v'—✓=— ZZ397 Y rya lil I i CITtNOINttr1 C t MMENDED VII V Sr'yM�r, I i oct�ON Lm "Afti I IMNMORSE CONSULTING GROUP . , ,.... MORSE CONSULTING GROUP P.T.B. WunAVOHc� � rtAxvcnc LRE L\VOL*-(2 X I i PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON •��1��•�� VIII IX M I DnAWN a.«7s�ui sMt<T L LM I I 48W IRVINE NE•CA101 ORMAR. SUM E299 01 �' D.K. JOB NO. 240-46 -I--4 os 51 Z ��ie WILLIAM LYON r mfia�� _ ►, _ (714) 7347117 oRAwIND MOM8540 ARCHIEALD SUITE B yl. 1 I :595. L RANCHO CUCAMONGA• CALIFORNIA 91730 / oAtf SCALE: 1 30' KEY MAP NO SCALE 1 1 1 1 1 1 cl .. ... LXJ1 • ✓ • - 1 e • 1 d'1------------------ - - ---- / 1 • - _ _ _ - 1 0 1 • . 1.t• ww •°• o J (, •' • , • • s O VICTORIA a - PARK LANE Ij - oz 0 0 r, z '.' '� I G JI I • • W I � 59 59 I 1 1 J I 1 24" 1 • � 1 1 P 0 1 1 5G z - 1 + 1 1 LITU RF- e • e {—' 1 z I I LAI IT V/ e • W It W. d x • '. 01 _ — Z — — — — — /� '^ m 1 _ — — V_J — `1 ♦ . — — — x • w Ix , ' Q X ' •: x x • � 1i 11 11-7 x • x • • p x X X .' • . '1 � . x A '` �% x • • . •• •. ' u.. W1 I - _ - - _ _ _ VICTORIA _ PARK _ LANE_ - x Ld — V 1 U) _ — — — — — _ z 0 X x x` I-- O U) 1 6c cr. I 1 Z mm m GIG MAT l�.l E- SEE ROCH STER AVE UE SHEET GG"T-11 DATE APPA VED CITY OF RANCHO CUCAMONGA •eorosc•iw•w .c•Tcsa• TRACT 13279 MH '•`""' 1M I�� SEE SHEET SP-4 FOR TREE, VINE, AND GROUNDCOVER ,; aVICTORIA VINEYARDS NORTH J 11I IIY.L•mVw0CYn I STREETSCAPE LM I! 00 Co."" I I PLANTING LEGE-ND, PLANTING DETAILS, AND LANDSCAPE DCM�.Mfw � � VICTORIA PARK LANE r •CwoO•II•MYT• I SPECIFICATIONS. � M ISI TREE,VINE & GROUNDCOVER PLANTING PLAN PREPARED BY: PREPARED FOR: •s . im LMI DATV 1%;5-5 l.M III crT'y APPROVED hIl.G.l. . 22397 tya Iil I i GRY [NDINISA —• n AICOMM[NDIO VII 4 I I D[t1•N rr `m 1 MORSE CONSULTING GROUP KUMAM414C#•E CONSULTING .• ..,.. Y,~ Y P.T.B. ...•.,�•a...•.•�.., X I i PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON DRAWN �,,6 TAI"I •�" .►.!!T V111 1X M I o �"" 4860 IRVINE BOULEVARD, SUfIE#201D.K. JOB NO. 240-46 T-5 ��_ IRVINE,CALIFORNIA 92714-1299 AteWILLIAM LYON ram D•K _ (714) 730.7117 w[cacw I� RAW1Nti NO• II 8540 ARCHIBALD SUITE 8 1 l 5� •it RANCHO CUCAMONGA, CALIFORNIA 91730 oI►Tf SCALE: 1"=30' KEY MAP NO SCALE AREAS WITHIN Tl-I� SIM I T5 or THIS 13OUNPARY 5RA,I 6fE rM VATF_l�Y MAIN TAI ISI F-0. Ll.1 \ X / x / x \ / x 1 ' • x • KENYON ` -` • x - - •� — 1 MA WA - Y- , •x • • x � (n ' —r _ ` x ,• • 77 • X;.. • it-� -• x .• •`t' X3 uj • x •e,' r.i• ,• K , — — ' • �( ` OR lF � r x 70 o \ / x •WON co y Qj SC y + /U / 02 r J DWG- NO. _ P MATCHLIN — SEE VIC ORIA 59 VINEYARD NORTH LA DSCAPE ��TLjRE TR��, -('�1�; ��I,I.C.) + PLANS INF TRUCT E TRAILS .., �► 1 oilco 11' ` X a � uj co x 1 x x • • ., , x _ � �. � co • x ' X • x x '• - N KE NY C)N oiv0 �1 NOI - pwG,• NO . - __ IA 1 ACAS WITHIN TNS LIMITS Or— TMS I30UNOAIZY 2 SNARL. 13E IvRJ VATS �Y M"(AI NTAI NFP. 4 Ai�MD PM\/ATE MAINTENANNCE' 130UNPARY 10-14- DIESCRI Ito" DATE APPROVED M0101[O IN/w1.(iTIMjgM CITY OF RANCHO CUCAMONGA AMMI ; W: TRACT 13279 MH__j "' III �;I ' i VICTORIA VINEYARDS NORTH S.KA.A�0.O CQ.I i I SEE SHEET SP-4 FOR TREE, VINE, AND GROUNDCOVER ISI FLOWCO•InwL I STREETSCAPE • S' i I o.r cnet.Ma. I I PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE TREET WAY < V sc—m I F."WTI ! SPECIFICATIONS. M I;I TREE, VINE & GROUNDCOVER PLANTING PLAN J VI IV PREPARED BY: PREPARED FOR: , Lm �� d►TK S 8� IIS � I ,�►vvRovEo W► � 22397 VII I i cmy ENDINQA ��i` R.C.t, No. i ! MORSE CONSULTING GROUP Lm oca�oN MORSE CONSULTING GROUP iiiCOMMENDEO c icwow I r..a i.n Y I � UoUvEFJtN�G wasr-APE AROCTEMRE VIII IX ft M i I PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON P.T.B. WIN)I c�W„4m, I DRAWN 4710.?jo 7 IT 4860 IRVINE BOULEVARD, SUITE #201201 G"' �D JOB NO. 240-46 • Eer IRVINE,CALIFORNIA 927141299 WILLIAM LYON 7�am c�2 t D•K• T—6 cw 51 - (714) 730 7117 �I' ! I CtECKto 'y/ o1lAW1AA Pam. � � RANCH08CUCAMO GAACA MORN A 9170/ �> 1 _- 30 KEY MAP NO SCALE ( I 58 t SCALE. owr� w > , I� C] Y •• < i M TCHLINE- S •' //l �9 1 LARK RIVE SHEET _ / ;.. ••• x•i • �•• • ,• ` All \tea __- we l�6 i sto 2s x 11 �l / o�vc �!S S NS x • , O + A IW x .•, — — • x� x loo • _ Iw / 5 WIT I THE LIMITS OI= THI5 �OUNDWY - • AICA H N • I3� IVATF-LY MAINTAIN�b. ,- S ALL � . • xt 1 ♦ X e ♦� ..x 1z ♦ ♦♦ co /FIG w 1 I w Q + w / > 1 1 DC 5 g � 1 ; 1 • _ 1 OI J 1 1 0l0 I I E- 15 Z _ 1 11_ X. wCL • . X •. • • 1 O Q 1 w • X. . X _ — — — - 0 X. X w 1 Y ' , z Q = ' • ••. • • • • x • • .• by A• • • • x • • • x • • • • • X •• • •• • .'• x• U 1 1 o >' Q 1 _ > 1I ' O 1 Wcc U A AP5150 M VA•rF- l" NTENANCI: I3CWi rAf ZY 10-14-(� Q S DATE APPROVED C MO►OAO 3N/•/.L3 iLNf10• CITY OF RANCHO CUCAMONGA I II I� I 'TRACT 13279 J M I VICTORIA VINEYARDS NORTH � II r III Il�.µ « SEE SHEET SP-4 FOR TREE, VINE, AND GROUNDCOVER LM I now c(mv i Ow. PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE STREETSCAPE V •�•a.••••�r• '` `` ,I I SPECIFICATIONS. KENYON WAY M TREE VINE � PREPARED FOR: � & GROUNDCOVER PLANTING PLAN vl IV I PREPARED BY: a' s L m Lm I DATA at!5 `t•, IAVPnOV[D MY cmr cNoInraw �`L._--� ...�.�. NO. 22397 �� I VII i i DIMON RlCDMM[ND<D MORSE CONSULTING GROUP _ M•KAoRs�c CONSULTING GROUP . ...... , r LYON P.T:s. Lao��a m4$ x Pr VFIW PLANNING •ENGINEERING*LANDSCAPE ARCHITECTURE .0•"••Oi1"'M XXR=' VIII Ix = M ( DRAWN •••C(n�is la? •1•• OMssT L Lm 4860 IRVINE BOULEVARD, SUITE#201G"' � JOB NO. 240-46 T-7 51 IRVINE,CALIFORNIA 92714-1299 fie WILLIAM LYON Tann Cli�2t D.K• D`- —, - (714) 730.7117 I I i I cr+ac+cwd� DrtAwi� wo. 8540 ARCHIBALD SUITE B SCALE: 1°=30' KEY MAP NO SCALE RANCHO CUCAMON(3A, CALIFORNIA 91730 C� DAT* Iso 5� 7 Q crJ 2 . x O x . LL- 1-10 1 ,v . � r, .. ' •• r. _ U .t x J{ • M X X , � 100 x ' s N� . x + O &- Np. , sNS x MPS sG PQ .. r • i/ �N Pl x �� x iX . ® ARF�AS WITHIN THE WMIT5 0r;` TH15 13OUNOA \( 5HAL1- L*35 PRIVAT5F-LY MAINT'AINFid. A / loe � /0 � ( X x --''' x X \ x O 01 )< �• �_ x i . x x / � SEE SHEET SP-4 F OR TREE PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE SPECIFICATIONS. CAPE so \ Z4S AOMD pf2JVAT� MAINTIFNANCE t3OUN 10-1+- !_ . O � DATE APPROVED 0 CITY OF RANCHO CUCAMONGA 0;11 01110-01190:w rw..ura�a/a+ TRACT 13279 III I ,,o,,,w,,,,, , VICTORIA VINEYARDS NORTH � 1 � n�`� I STREETSCAPE M o.r wu b.aw I I V "�� ""Y' 111 KENYON WAY � 1 � I � ' PREPARED BY: TREE, VINE & GROUNDCOVER PLANTING PLAN II IV I PREPARED FOR: `r% I VII ww � cmr [NGINWw w.c.t. No. 22397 `m ` •.......u .. MORSE CONSULTING GROUP I�rMORSE CONSULTING GROUP 'itCOMM[NOtO r X LYON P.T.B. Iy1. Ut"IC.[ aL41 XAPCARC?ffMCnPX ��. �>:e�As VIII IX r M I PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE _ pw Wo,•�aaunMo awn-1 Z L � _ AWN maraonn •NttT Lm 4864 IRVINE BOULEVARD, SUITE#201 1 6/— JOB NO. 240-46 IRVINE,CALIFORNIA 92714.1299 [�,I(, T=8 cw 51 _ —, - (714) 734711, ��ie WILLIAM LYON rmha,.�v2t , I ! I as o+sc+csD O. 40 ARCHIBALO SUITE B ORAWING N '� . SCALE.. 1"=30' KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91780 e LcJ . 15 1 � � EPS � i - 1 �N W O 4 O p 0 p ° Z O O W . ; 1 O Q _— FAIRM NT _ ' • o • f ` z 1 W 1 - r O '• iW° I ♦ ° w Q I w ♦ z JIJ� U � ♦ =IJW Oz K� I U � (L Wrri �A• I < w � � L�uElli�ER LI � 15 G z L �,y>✓N i�E1`Z 15� I _ I I � 1 " 1 59 1 1 ° ••. 1 J U ° o ' ' \ .. f - o P� o 1 I- ° o o ° 1 U NFAIRVQ� O s . . Z1 MA,r1 Q C � S w( _ i5� 0-Q., I \ QI n AC 1 44LAN0 p���` U \ SEE SHEET SP-4 FOR FREE, VINE AND GR G. 3 T F p eN W I N OUNDCOVER O RAl SANS L5 \ \ I z i y PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE = 21j.- SPECIFICATIONS. tv- W 1 IWIJ �g U)I� m \� Qf essatenom Of RFYI WON DATE APPROVED CITY OF RANCHOA u° rr..t.TaYSIoY CUC MONGA M i i i TRACT 13279 \ , SAN•U•.004COUYTr i VICTORIA VINEYARDS NORTH I'I "°°°`°"�°` ' STREETSCAPE coat.waw i i f = V ,CNOI 11.1•. T. I 1 FAIRMONT WAY r M - - TREE, VINE & GROUNDCOVER PLANTING- PLAN vi IV �;j PREPARED BY: PREPARED FOR: Lm I .• Lm �� 8. AVpROVtp ry P VII Cr Y ENDINSlR 22397 - � / R.C.t, NO. LM tµt i DESIGN RECOMMEND90 .. .I..... r MORSE CONSULTING GROUP OWAANNC 0 U CONSULTING CROUP vul IX rX i PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON P.T.B. u,crirzxo�.to m�sc u•t ulycrun,u LAv an.Cia,► .s YI..•vK DW-n MID xrn M1 •.aCA16 TA710-1a10-. L M I DRAWN 171Y1P711/ •M<tT VA I 4860 IRVINE BOULEVARD, SUITE #201 , z I i IRVINE,CALIFORNIA 92714.1299 G— D.K. J08 NO. 240-46 T-9 CW- 51 - (714) 730-7117 �/ie WILLIAM LYON r m , . _ II ! I / � CHacK s ,� 1v DRAWING NO• 8540 ARCHIBALD SUITE 0 SCALE: 1"=30` KEY MAP NO SCALE RANCHO CUCAMON(3A, CALtfORN1A 91730 OATO ........ .......... A 0,,,o0'o............ AMAS WITHIN THS LIMITS OF THIS 00UNPARY � MI 5HAW, 13JVAT�LY MAINTAINE50. 1 RUFF F! WOODR - - - - 1 PLA w 7 w —' \11 r�s 1 I FP 0 � I c 121 V 1 - � cv gG .. • �R1 _ co , 000 �cw _ LARK , Q• I G SEE SHEET SP-4 FOR TREE, VINE, AND GROUNDCOVER PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE I z SPECIFICATIONS. V 4 Abid pKl VATS MAI N r�FNPNCI; 130U N DN Y 10-14- DES ISION 0-14-DATE APPROVED Qom' CITY OF RANCHO CUCAMONGA �` � morose°:w•w+.unsa. TRACT 13279 MH "Mal IM VICTORIA VINEYARDS NORTH 11� IIILw KAMAD04 COJ"TT Lm 1 i I FLOOD co"Tax ,�wpq�•.•t YT. , °"""`°`�"'� i WOODRUFF TPLACE . I ARK DRIVE • V I � I Y M TREE VINE & GROUNDCOVER PLANTING PLAN i I IV IIS PREPARED BY: PREPARED FOR: ♦oo►iOV[D �/ !� L /s.�s./ - L1ATt �• 22397 CfTY [NOINQA ll// �� ILC.[. No. VIl we i D[[tON AlGDMMEND[O Lm 'A` . „•.., , ' I III MOR � �CONSULTING �SE CONSULTING GROUP P.T.B. A� ;< ' m .Im, x •ENGINEERING LANDSCAPE ARCHITECURE LYON <„�"W11 Vui Ix M DRAWN U1M7397117 .►+[[T L u" € I i JOB NO. 240-46 ¢ 4860 IRVINE BOULEVARD, SUITE#x201 51 IRVINE,CAUFORNIA 92714-1299 fie WILLIAM LYON �am cLn r . D.K. T-10 os — ►, � - r± - (714) 7347117 oacctsAim ,� A DRAWIme NO• I .! III 8640 ARCHIBALD SUITE B „++��'' � I l!!�� I � 58• SCALED � _30s KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91730 oATf R I I LI 1 I I 1 -� �- i• - ' ``� \ \ \ '_'\ td TUI`�E TIQEE, TYP, N AL mmmmmm A Y 146 A • .• ` • v ° 411 ' 4 a. 1 ROCHESTER AVENUE CL O 1 :- _ _ 1 O U 1 I� — Im > 1 - _ 1 Iw will .n..,,...r. • • 1 U i°C z Te Iw tr• �► • •••' ' z W I vP I . 59 I _ OE t- s 1 ( I I I 0 Q l i I i NORTH Lli 0 .,. a • ` CIO Q� I' a • Q LUMBER YARD - — a wl • --.. �/ a .• -• ' s , d J '_'ter - a- ccQ ♦ • a ROCHESTER_ ESTER U 1 X _ LL . . , Q Q _ 1 10 UE - - Im 1 z - _ _ - cc - — w 1 t 1 cn a 1N a • / �� ' O 1 AL 44 46 A rdTUKF- TRf �-z l ��� �.c1) ALL WORK IN THIS AREA- FUTURE- (NIC) 7 �•\ • / ♦ • • e • • • A • • • I NORTH /� � � • Y • • _ • V • • 1 '-N • • • • _� Q • ' / 1 Ah A 11111111111111 (FIL VENU - - SEE SHEET SP-4 FOR TREE, VINE, AND GROUNDCOVER _ - w IPLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE QI J SPECIFICATIONS. 1 - w N 1 a . m I 1->ELF-rtEo P-OCHE5TFR PVF. rlZOM 5PPR-' I0-14 _ep d1 •_ • • • • �� /1 •• � � � / � �� • • a • ♦ ♦ ir 11 I it olooll TO �iAs�l�NF IzD � U31 'ALL —+ �-- OATS APPROVED s ` /• ii\ CITY OF/RANCHO CUCAMONPA mo►osco:a ew..sansar RIF TRACTs•�.327a$ VICTORIA VINEYARDS' NORTH MH '•c"" IM ISI I I 1�1su� u,ao town —1 Lm I STREETSCAPE .� . �� novo ra,� � I o,. 51 I I ROCHESTER AVENUE S V tCNOI I IN•f Yt/ 1 M til j TREE, VINE & GROUNDCOVER PLANTING PLAN j VI IV �;j PREPARED BY: PREPARED FOR: RATS 5 . ` Lm t.M lil I APPROVED WY ► r- 4 CRY [NDINEER r• III I I AtCOMMtNDtO vll t�Yt O[t10N UA CONSULTING GROUP tWRMORS6 CONSULTING CROUP MORSE CO �`ruNranc•roc•u�Art.�aaru rv� � • ... ,....YT{ lit LYON P.T.B. X am 0*19 NI me am mm Vlll IX M PLANNING •ENGINEERING•LANDSCAPEARCHnECTURE ORIAWN '""�"«==".a""� t►.tsT L UA i I IRVINE,IRVINE BOUT-AR92714�299 01 G' D.K. JOB NO. 240-46 T-11 c (714) 730-7117 fie WILLIAM LYON r mh6" j o,tAvnpm ►,o. I1 i 8540 ARCHIBALD SUITE 8 � I I � �• I RANCHO CUCAMON(iA• CALtt%ORNtA 91790 OATS SCALE: 1"=30' KEY MAP 0 SCALE Air i q0 ACS - • \IFL v- Xis ty.• Fz0 I 1 - O 5 ..... . ...... ..... . . ....... - i� 1 ............ . ... Ir- J� - Ti - 'r -777777777 `hI rl�r r - - \fs • 1 h - ll - • • 10 ..........u 1 u x r • u u u y • rr rr _ _ • • ' ♦ - _ Ir • by u .r u • • u u Y h u u • • • • • • h u Y •� • u u u i y y u u " -• , • . a .......'.' • r ::': _•• rrrr --�-- rrrr I .�• rrrrr --- rrr ••_ _ - r -r r I ---- - ------ •_ - N 4IAJ �o PLO I (A I ------- IV 14 c `14 SCO FLO$ mp WC IQ W wl Y YxYY �`Yy YY ♦i.•�, �:• I� �1 �:: Y rYYYYYYYr �r.YYY - ter. pPc Z WI ,• •.. •• .. •. .• •• ...y „• • , ; • •Y • ' Y YYY YYY YYY YY YY • Yy Y yY Y YYYy Y YY•• :::•Y YYY f Y_ Y Y Y YYY W >1 • •'••• •�Yr Y�YYrY YC YFrYyY �E �Y cx rr r r • �• 1 t •• • ••• • ./� ,,• III VICTORIA j'f••;r/ _ Y I _ _ -- - - - - - - - - _ _ PA R K F.IP + •- Z -� + \ xco W 1 — L •. owl + + + t +++ + + + + + + ++ + + + ++ NE � }�.o t +t + t.+ + ++ + t ++ t + + ++ + . . . . . + + + t + + + + + \ J LI.1 +++ +t y - + + + r*+t+ t + t J 1 �� n ° y r t + t t + t ++ W ;•t t + ttti + ttttt ++ tttt �•� *4••• \ y . . . . ... . ... t t t+ + t - ♦, —6w N5 - t _ ♦_ •� \�1�`_iJ1,- -Lim%I ,, _ � rr2v 1 _ • Lt :11 It, L IY� JI .•• �• •_c`!_sa(:2i:Zll;f'i�-��`c, _'_- � ,d. .�: ,'I�l��-�%ii`.i'�„ ����i:� ,y. ,♦ 2 •••• •• • `�,.ti�ji�L�i:�.•�`n•r`=-`C:'�,:i _ _Cv �:'.ti_�..,i:✓;_,`i r' l.__ :: �\ y b. Ei "� -iii •: 1 - ..'^:::..::. ••• \ �,, yyy / ` ♦•• \ • • , `,`, by I _ • 1� YYy` • • , G 15 �-r to 1-M r Y • i� Y x� • ao �!. Y Y YYi '• , 4*1 �� 40 Z0 ' ti rQF Ca xc� o All, s DATE APPROVED PROPOSED a%*IMV.[.,XVIII CITY OF RANCHO CUCAMONGA TRACT 13279 M VICTORIA ' I V ORIA VINEYARDS NORTH II � I r III I�ISw .unwn.a coven Lm �I� rt��a I STREETSCAPE �I OwT GI1tL.MlII y VICTORIA PARK LANE < v I,--I I.—.T/ I - I __— M SHRUB PLANTING PLAN SEE SHEET SP-4FOR SHRUB PLANTING LEGEND, PLANTING VI Iv I,� PREPARED BY: PREPARED FOR. m.c.E. No. 22397 cmr ENOINQR DETAILS, & LANDSCAPE SPECIFICATIONS. ' . AVVROVED r VIII i ( DEEION AECOMMENDEO Lm .p-q 1.-..� r GROUP 4MORSE CONSULTING GROUP WW MOR�S0�C NPC 0 CONSULTING * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA x i PLANNING •ENGINEERING LANDSCAPE ARCHITECTURE LYON C.P. ,��(�w,�,m, lA►�as es 10 TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES vL Ix M ' I L DRAWN ITIu T>of11, SHEET ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. 4860 IRVINE BOULEVARD, surrE�r2o1 AteWILLIAM -- JOB NO. 240-46 S-1 51� IRVINE,CALIFORNIA 92714-1299 LYON rdm fia�rLl C.P. L.R. �` I. A (714) 73x7117 - o,ac,cEo DnAw�►� POO..t � I 8540 ARCHIHALD SUITE B a e RANCHO CUCAMONGA, CALIFORNIA 91730 � �s pA SCALE: 1 = 3CMT* KEY MAP NO SCALE iI wl 2Y> hal� X.Q 2a 04906., 28 AA Qi -7AA M� - �I -�— 28 � XGfr Mie a1 o Xc& 10 12 5 A6f �70 �4G�i �30 A06% 35oa,4 y FKo A6.1 � X� A ' �G alo 1 • • • L ll •; •. •. 1 • u u u u.. r u .. uu j u r u .. r 4 u uuu,uuuuuur r + + + + • • • • ' . , • r r LL u u a r r 4 u Y u u u r u u L 4 4 LL u LL LL a y+ + + + + + + y t . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . + . . . . . . . . i _ - •I . . . . . . . .. . . . .. . .. . . . . + ++ + + + + + + + ������� . •' ..u.�.vr..vv.MnN Y LL u u y LL u r u u . . . . . . . . . . . '- Y 4 Y M (/� .``•.•`- LLyYLL t + + + i + + + + + xYxY YyYxY `•� I �� i t+ + Y LL 4 LL 4 Y Y Y Y Y �� •�� u u L Y 4'•• Y u :. u x Y u Y ...... ...... ......:. _ r.�� ��� ... wl ___________• _ __ w = 1 U51 _ F3 PV co w tw OLS - - - 1-10 Fo w 1(v© AV4% vim h,. I 1015 F•o -- ?.t3 �M A}oo �- iw 1 • . , I _ ,. • • , .,.. Q - AAS 1 ..• YYYYYY YYr YYY Y YYY Y YYY�YY Y •. , 3t ••• • • • • • . YY YYYY� yCYy,yYY YYy.Y YY YY Y�Y Y'Y.yr y.YY Yy.1�Y yYY- Y yy-YYY Y. ` Yy.YY'Yj�,"u,"' �YY-Y1 Y YkY`Y�Yv�:Y YYY - - -- 1 '1 • • , • .. . , �, rYv YYY YYY I `� > V 1 , -------- VICTORIA IA _ Y• �, zl x - PARK _ LANE _ _ - - - z - - - � z JI J A _ �0G I • • r 8660 LL MATCHLINE - SEE TRA T .13443 TRAILS MATCHLINE E FAIR ONI W NN TI S-9 L..�... �,.....>.. DWG. NO.- � N 630 PI;oN a AN 6�5 9-0 - �p pu 4 I zoo, 61offs"LIPTION OF OATS A"ROV110 M0/0(LO(N/wt.LtT(m»11 CITY OF RANCHO CUCAMONGA I MH m I TRACT 13279 J ..L.,,. I I VICTORIA VINEYARDS NORTH Lm II n000 CONTam II STREETSCAPE •;� � "T cm"M.. I i ;i M VICTORIA PARK LANE SEE SHEET SP-4 FOR SHRUB PLANTING LEGEND, PLANTING �I IV I,� PREPARED BY: SHRUB PLANTING PLAN , Lm � iii PREPARED FOR: - DETAILS, & LANDSCAPE SPECIFICATIONS. ' MATS 8•� II I I AP►ROV.D My � I cm► sn.o�rv.tw /�` ��'�.• w.c.t. NVO.- 22397 A'A` ' I MORSE CONSULTING TIN M• (� O[.I O N •oMwl••Mrn ` i A[COMM[f+1D[O ROUP MORSE CONSULTING CROUP * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA vIII IX M I i B PLANNING •ENClNEERINC�LANDSCAPEARCHlTECTURE LYON CA P. ~`PLAANNIC� ` ` `� "`""my"III as am AIIIIII L,o�rt,o.�a TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES L .�L,a.�,..ITla�. (VI it DRAWN ula Ty).n •MtlT ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. 11 1 4860 IRVINE BOULEVARD, SUM#x201 _ IRVINE,CALIFORNIA 927141299fie WILLIAM LYON'eam- a)2 t . C P L.R. JOB NO. 240-46 S-2 c, 51 I I (714) 7347117 � P. SALE' 1"=30' KEY MAP ' NO SCALE 8540 ARCHIBALD SUITE S )�� (1 RANCHO CUCAMONGA. CALIFORNIA 91730 � �+, OATS OATS• OI�AWIM ao. �0 N 5 �2 SGL 15 H P ♦ 8° yt�' sap �'p AGS ♦ '1t'J 'd„°` soA.A., A 124 A& 4f 4�6 A61 0000 to 00 too -30 00 O A, YQI •i 41f 100 OW tv4(vl yc� x a Y a Y Y x a a l , G, Y Y y Y Y r Y Y Y x Y Y , • VV . l a Y a x a r x „ • ' ' ]t 41'• YYY Y 1 L x Y YxY II � �.�� © • \� ` ' Y ♦ • Y Y 1 rY Y! Y .`T;,,h.1 Y YY Y Y • ' / Y _ _ Y Y • . • Y • Y 4 YYY H,`,-� • • •• YaY r rYY4 r rN,. YY .. xY444r4 -�11_:'iJ'V::iirtT Y a i _ �� � hYY ! Y 1 h Y Y a x '• YY ]YYf�Y['Y• •• \ � • Z•'•••''' ' t4 arY x 1 Y ax'J hY Y Y 3 x1♦a a Y Y Y Y a L Y Y I I Y xraa aY YJ a a a x a00 • to 100 • • • / I � YYYY Yy YY 3`1/0 p%," ` 4Yrr x Y Y irh r 3YY J Y Y x 3 ..� ������ �• . I yyYyY YY yY •• Y x Y Y Y •••� '•i'•:' Y Y Y Y 1 r Y Y Ya x xYx a Y YYa aYY YY YY Y Y Y Y Y Y Y J Y Y Y Y Y Y x r Y ! ,,� • • _ .J•- Y Y Y• y�y, a r �i ii•��•i�%i ii ••iii Y 3 Y a Y r x Y } J a a 1` L r a Y Y Y Y Y Y//Y Y a x• �y (� •N yYYyY y • rYa Ya Y a L rix Y a J J Y �YYxI 4Y xxl a Y a Y 1 a '{/ \ ]•' 'fir _ xY a :•.•.•^.�:! a a a x x a xY :•L • r ia ` / x x.�,xx Y r Y�• • � � Ya Y �•'••• a •i••i I I , x J� I I •N Yr n I YYY Ya Y 4r � YJ J YYY ij Y x a Y x Y �t x Jl J x Y 1 t' x A <14f •1.1 1•1•1•• 1.1 r rif- Y1 r ♦ � x Yy,Y' YY ,xY r a •• '• 1 1 1 1 1 1•' •',•,• ,1,1.1.1.1 -: •• ' x x aYY rYr Yxr r a a a a Y x a Y xYr aY ��:Yyy y.YY •• r' Y Y a x a h Y Y x Y 1 Y x J Y a a x Y l Y xYY �� x J Y• YYY rr '• •Y •Y••„•a•• -YYY YY Y Y l Y Y Y J Y Y 3 � / • •�C_ � _�.xx x l YYYYY Y:: •• .'''''•'''''.'.'.'.'.'.'.'.'.'.'••' '''.'.'.'.'..'.'..'.'.'.'•':.. a a x Y4 Y YY Y Y Y , • 1X YYY '.S. ♦ Y x h Y Y1 YY Y YYY �• jai yr Y • V Y :�'..'..'..'.'.'.'. .' •.' ... dp 41 Y�`fYy "Y YY YYYY / YYYY` ��YYY YYY / Y Y `YYY Y Yy Yy YYYY I /1 • 41,144�1* YYYy Y • • • • • co y-_ 41 .uf.'1'• • FP p \ •�,•�• ••• •� ti• • y• yY yY,YyYY • I .• • i.�••,•••� :�•�•.4,• Y Y_ Y�f YYY'.Y /v��`/\ / J�/� • • Y YYYYY Y YYYY , �YI I ` ,.'.Y.i' '.,•.. •,.f.•:.Y:f:::••:.••:•• Y '• Y. Yr - 'r Y•• YYy'r�yY Y ''4YY ]C ' r"tet`,1 Y •, Y Y YY YYY••iY YY Y•YY•• �Y Y fYYYyfYY Y Y Y�`YY �� E5 LI 41 i i Y Y 00 ' 41 t�`f • .�r�i��li \ • y,Y'YY Y'�f Y ['YY Y`YY,YY Y Y Y ,YYY Y • ii 1 rY Y YYY_. ,1 -�Z.'l`I��1- -1`j_ YYYYy..YyY �• / 100 100 I' 00 to 41 TOR / A � �I L .PARK - _ � • .• • . • . LANE— — — • ' • ' •S.S`•S-L�,�^L•S• .S-w.33:.••• .��i�., Q .I•�d, yrs ��� `` IAF P := ;;�. :. 0000 1000 00 40 sl rr- �o P o Itp A,0 5 (LO' �+ LOCTI IUM M. U 23-84 0 ofacm BMWDATL CITY OF RANCHO CUCAMONGA TRACT 1679 MH 1 `� " Ili VICTORIA VINEYARDS NORTH J ..�,,.. M I; i i ,I I�� Its IIi . STREETSCAPE I! a'Q""•"m i ; VICTORIA PARK LANE V •�•.•,,..�r„ i M SHRUB PLANTING PLAN SEE SHEET SP-4 FOR SHRUB PLANTING LEGEND PLANTING 1V I�� I PREPARED BY. TAILS & LANDSCAPE SPECIFICATIONS. �, Lm •w I� t PREPARED FOR: ' ty.T. 8•s •� .wovso MY DE 4y Ili cmr VII ta,. I IxtI�N w[coMM[NO[O ,..,; i I MORSE CONSUL77NG CROUP MORSE CONSULTING GROUP M• ,K. 1..,�•uT'� s * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA •�� = x � i � PLANMNC •ENCINEF.RINC*LANDSCAPE ARCHl7EC7TJRE LYON 'P' 'a�t�W�W" owAwrr Ina t,.ttt► H s ffT TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES Vnl � M I i 4860 IRVINE BOULEVARD,SUIT #201 G-- R.P. JOB NO. 240-46 S-3 61 ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. IRVINE,CALIFORNIA 927141299 ��ie WILLIAM LYON ram — �� , - (714) 7347117 A e540 ARCHISALD SUITES � �� Imo. SCALE: 1"=30� KEY MAP NO SCALE RANCHO CUCAMOMGA• CALlfORNIA 9170 cave TT 4t5I xc-c' 06 A N5 0 40 ry 41 co X38 �Iz UJI I i i p 3 rt TR T -, _ T T T Trt TrtTT � Trtrt rt rt T � , - - ............ T rtTrt TTrtTT T RrtTrt RTR R TTrt TT rt T i T.R.. T,���i � T, /www` R R RT - rtRT TTrt TR rtRR Trt TTTRT T RTR T RTRTrt rtT TTTTT •rTR • •• • • - 1 YL _ - - -UJI _ - - w _ 1 I VJI Y YY ,r.� 111, YYY Yy Luuj ILU �Y YYY -Y -------- \\\\\\\\\\ .•. -� AO A%Oah'.' — I 1co 1 IW 1 YYYY Y s YY yr r yYYYYYYyyy. PARK QLA •�Y YYYY r yY YrY YYY YYYYYYY V I - 4�-rY r YrrYyYYYYr I I v�C�f ORIA - - � - 1 _ _< • `_""YY YYY�.Y . ¢YY YYYY _ _ • YYYYKy�Y ��Yc'YY Y Y rYr ..'X....•..'.'.'.'.'.'.':':':':':''''••.'.':':''''••.':':''''••.'.'.'.''''•••.•.'.''''•••.':':''''••.'.':':''''••:': r 1 • Yy"'�`rr'r"'rrcrr'r�''r r Y _ - I LU Y - z YY,�'yYY• - I r < n ••£Y YY y YYy,Y,Yyvy J>a y Y < L Y x)YY Y y _ J I ^l Y J 1 t y y YY _ y Y iC Y u'Y Y n tra r< >L n r - Y Y�y c Y•y .r I I IV _ r L i Y'•r•'.• I I I I � "<^^> � �^ < c a c>r < rJ n ^ ^a n <^>^< n ^ "Y Y '••'`'•'�'•'•• r RTT TTTTTT Trt TTrt RTTT I I I IyI I L I 1 ••>i• 'at Ja^r>a < n c > L>n rJ< + <^ c J c L a 3•S i.e14'�'�!�'7"Fr�Y�r�td<�l^ `1����Yi�'�-YY_ �_ ....,.:..�YYYYYYcr r Trtv v�Trtnrt i I-r�l�l 1� �'. — ';c:. •: }• r J r r v _'.+ a .��>•'�l .Yl. �r.�jfY `r 11'"•I�l�3��i•Id'rT.T �r_rrr.�- I*I*I � 1 • ••a•• a > ^> rtr� "'! a L rr J y-yr x.Yr- I 1 1 1 1 1 1 `r .,r> < ^r>^�<r<rr ar<< a•. rr*+ ^ ^r >^ <rc <r Yy YrXY'�. yY,r II I I I I 1 I I •<•� +>c c rJ t > a L>r >">J _ I T I I I I I I I1 I I I I � 1— �• < < cr°�> nar > � >` j,irr► � - rr>yr>r L a Yy.YY Y-YYy y.�}r�c -,�'- TTT I I I I I I I I I II I I I I I I I I I ,, + rf 1 YY I •1 J I n r J r I I I < I I r I I r . n a I I _ IIII _ r> rr Y�s.•Y•YYY � II 1 > TTtTT I I 1 YY + I II >r n YYY TTT RTRrt I I I yR R I rtTT ••Yy _ +r I RTT R TTTI I I I I I I I}:'��• ••�. �� L r Tart rtrtT rtTrtTT R ••rt••••rt•R RT T r rrr -- r <r >^ a, r�,�r c„���rt r, R � mIr , -" rtrt• u'E�,x'_�y J>• La �r1yT�a ' I , ■`1 Y Y'�YxrYYr yY YYYY Y rf_r y''�`r��s'���y'1�-7�<L<cr LTa>^>^ - _ - _ I} ''``yI ' 1,4f/�Y����I'�y.Y yTi-_��Yt �T��.�Y YYY n + r t �7 1 �• 1 212A(q 210 bL1 1 1 z I SEE SHEET SP-4 FOR SHRUB PLANTING LEGEND, PLANTING DATE APVR veD DETAILS, & LANDSCAPE SPECIFICATIONS. CITY OF RANCHO CUCAMONGA r"orouo aro�w>.c><tc>Is�w mil #.Cut, a I;� ; I TRACT 13279 M 11 I � * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA VICTORIA VINEYARDS NORTH III I Is&M"KI.D.c cowry Lm I;1 „��a,,,o, ; TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES STREETSCAPE •<�� I,� -� �-� i ; ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING• r v I I VICTORIA PARK LANE M � vl 11� 3 ' PREP PREPARED FOR: SHRUB PLANTING PLAN PREPARED BY. O ,t LM LM Ij1 I rete CIAT'sAVOROV[D wt."_Cmr [NDIFVMN7 N.C.Q. No. ZZ397 — VII Lm PAAK D[tlpN AtCOMMENDEO `c�N0.,>L••"m MORSE CONSULTING GROUP �MOR.S�c CONSULTING GROUP r i I LYON C:P. ��.f�a�+�s X I I PLANNING ENGINEERING LANDSCAPE ":;<<�W744jW' VIII IX M I ONAWN 41107i111r &FIttT L 4860 IRVINE BOULEVARD, SUrlE#201 �—' JOB NO. 240-46 S-4 51 , IRVINE,CALIFORNIA 927141299 Xie WILLIAM LYON ram j-ra�t C.P. L•R• �` m (714) 730.7117 I I i L CKso *&5'5-�. oNAw�N. NO. n I 8540 ARCHIBALD SUITE B a-)I S;,ALE: 1"' 3O' KEY MAP NO SCALE RANCHO CUCAMONGA, CALWORN1A 91730 OA„ 58 L _Z60 Xao ► �-M 1 Ilo 12f Mon ... .. ... ... g � �i,jl��IT �j y f + t a I I IIIIIIIIIII 111111 I I + + + + + + + + + + + t+ + ++ 1 I i I I V I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. ./ O 4Ito 1 + + . . . . . . . . . . . . . . . t t t t ��•• II I ^ti I III I I I . . . ... . . .. . - v= I II I I I �T.R I I I I I + I I I I I I I + + I I + + I + + t I I I I }+ ':�'• 1 Y I I II I 1 I I I I I rtrtrt Trt I I I rtrtrt I II II i I I I I < I I I I I I I I I I I I I I I t • II I I I V III - - + ++ + + •• I — rtTrt <� rtrt�rrtT I I I ,r rtT I I I artrtrt I I I rtrtrt I I I II - -- II II I I - I I I I I I I I I i I I t I — i I I I I I I I I I rtrtrt rtttt tt + + t t t t t t t - t t t + r,t VJ i + t + + t t i+ t _1 --- — t t t t t t +t t t t 1AAi - - t t t t t t t _ r_ _ — • see W --- — ---- - -�___ rtrtrt t t + t t +t t t t t t t +t „:.'=71i -�� rt rt rt rt rt W — --------- ----- — ----- — — --- +rt< . ... ... . . . . . . . . . 21 rt .. . . . . .. . . t - • -� WI + + + + + + tt ++++ + -�- 1 �l •• • u'I.•• > +•:i:•::::A:: •::: • • r T^v ^r na•J<r>•a•�^•'a< J<• • >n+v+v J+r+ t v+a+; + +• t + t + + t 300 0 tttt + + t + + ttttt + tt+. >1 n + t + t + t + tttt + +tt 1W n ^ + +t t + ttttt' vs,±< t + + t + + . .... �Lut t + t + t t t +t t t + t T — 1 Z 1 • :.'i•' •:! 'lIllI iiI1lI1•I11rI111�I1I n1^IV I>J 1J1I r 1i^I a'I^vIr v•"lnI>a"aIr.i a^c"<J�^irrJ^"r��ao�a^^•^>c>ra^a+>na"r-r;>a r`r"j rrn<vaa1l.a°,I r I�Jrr^,<i J^o J`<<a<>a""<^Varrn^>"atn> ^ Jrnrr11I+111I 111I 11 1I I II t + + t tt+++t++i + t + + + t t t t t + t t t t t > at + } t t t + t+ + +• ' + 6.. .. . tt } } } } } } t +•.'x� x x � x _ M� 1W } WW 1 + + + + + + + + + + + t t + I + t + t + ++ + + + + + �J J IllilrlLlllllllllal Jr Ja 11111 + + + + + + + ++ t + ++ + + _ _ Jx�•••• I I Ililllll V I I I III I I I I I I 1 111 1 1 " + 1 1 1 1 1 1 1 + ��x _ �">< - _ • + + - 1 _� _ I I II I II I + + + t + tt + + + t + + ::•��::'::•::•:•: ( I I I I I I I I J 1 1 1 1 1 1 1 I I + + t+ + + + + + t � �+ t + t t _ ";��`•".�-�.,� - ,,�,�>"����� x���� " •• • • I I lV I I 1 r I I I 1 + + I— ttt 'tt +� a - - _ VICTO t + tt tttttt + + ttttttttttttttttt +t RIA PARK } t . .. . . . .. . . . . . .. 1 .. ....... ::::. �1 - - - LANE ++ Lo 1 _ AA _ 41 1> II 1 1111111111111111 I I I I I I I I II111 111111 W 1 I,I I I I I I IIII VIII III I I I I I 1 1 1 1 1 J 1X .I,1111111111111111111 I _ CLI • I L 2,� I ? . • ' • . . i _tea 1 J • �� � Wl � is x� m! Z6 A-4 • 82X 1 I CI AA a �� 16 AA 1 quo xrl C., 1 l 'o 1 --- j52 IL P p 1 + r/ + + —1050 Z 116 AA �,� � V-0 � 1 FUTURE �si-�'£•��il`/- �ZO;e,-..'`�:,fr4,C;�i5sj-'ir�:3,,�y,-„ _'y';1,`:: ��i�;`.rrs�i:`.�. 1 .. x v `�1` - vrtv <rtv vrtv .rtvrtv .h'. iGl_` Trtrt I I ( I I I 1 1 1 1 1 III 1 1 1 1 1 1 1 1 I'i I I>I Illllllit1111111 I I I I I I I I I I I I I I I I I I I I I I I,I,I,I,I,I.I I I I I 1 - `1111111111111111 VIII ------------------------------------------------------------------------ ----------- ......::::•:::::::::::::::::::::::::::::::::::::•::::::::::::::::::... .. II11 II - ---- - -- - - - - - - - -- T R R R ♦ — 11 • . R - t rrY � •1_`'1 i.l'S'-ham- - iir�S'� - --__ - i_I\���i/:_ ..T.r<J.'_ ___ i�l\.\✓ice IrY 11 i'i1r` __ ,�7_r.li 1.��`�.riY�l Tifr'• ___ _ 1•i.��i'1✓< _ I,/ -iY„•<I ri i�.l=c _ I'is= ,1 , o10 F-0z 1 - - zAij - - - - - - - - - - - - - - O -ZOO A004C U) W Aat • / • • ' • • • • • --yy� Y YY Y'yrYYYXYy:Y�Y rY Y�c t..�'y,r-y x'� y��Yyy Y'Y YYY YY XX yy _ -- YYY Y YY Y'Y-YY'Y y-Yyryyyy,YY Y Y YXY'YY'X Yy, Y XY YY YYYYYyY >�yYYyY yY YyyYYYyY� X_ Y'Y YX YYY YyY XYy YyYY'Y yXS[YYYyYYYyYY Xyy y.YYY X Y� y YY Y YYYY I �� �•I' z CO •• � � ��r'� YYY YYY'3�ryYr YrY�YY�rYY --- x��YX yvY..yYY>��:Y r yYrY Yrs-��=YYY Y Y �"" Y YYY �j `1"J l 1 '•-YrY�FYYr r'rrx'-`Y `,F y Yrs`.• YYYY y-y y_ _ "Y�,Y 'e•r. Y '�Y - ` v > 111 ,o„ll 1 Scy F..o O W1 j _ , _ _ _ _ _ _ _ _ VICTORIA _ PARK _ LANE U- U � �.. �.... - Ory- --..� _ 1 U) . . 1 z MAT L.1 E-I SEE ROCH STER AVE UE SHEETS-11 DATE APPA VEO MOIO[[07N/wr.[EiENEgM CITY OF RANCHO CUCAMONGA TRACT 13279 '�•,�;' II �'� VICTORIA VINEYARDS NORTH __j M II I iIll SI[µ111LAN le•lo Gown �. `m fto ' STREETSCAPE ar eEa mo-M• C14" I I M al..•.�t[ I�� VICTORIA PARK LANE SHRUB PLANTING PLAN SEE SHEET SP-4 FOR SHRUB PLANTING LEGEND, PLANTING VI IV I,j PREPARED BY: PREPARED FOR: u" Lm b t "Tu DETAILS, & LANDSCAPE SPECIFICATIONS, r, i;l 1 Aoon0VED Wf VII II I C[TY [N0tr4MR – �— w.c.t. No. 22397 Lm PAAX I O[t10N wlCOMM<NDtD I&rM IN CROUP MORSE CONSULTING GROUP WWAA �sE CONSULTING 0 L c * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA vul IX r P. LAWXA'aOfw-A $ M I it PLANNING •ENGINEERINGoLANDSCAPE ARCHITECTURE LYON D�IAWN, �~icco4sum6714.rs"rw?`14`ng .FItc. TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES "" i aaso IRVINE BOULEVARD, surrE X201 G-- JOB No. 240-46 S-5 51 END FOR SPECIFIED SPACING. IRVINE,CALIFORNIA 92714.1299 // C.P. L.R. �'—�—�— ONLY. REFER TO SHRUB LEGEND J�Ze WILLIAM LYON �am �t ' (714) 730.7117 ! I a,aC+c.a t� owwvm� No. n [ I 1 RANCHO8540 CUCAMONGA. CALWORN A 91790 lopAhl 115S- L. SCALE: 1 =30 KEY MAP NO SCALE A AlZEAS WITHIN THE , LIMITS OF- 1-1415 [30UNPAAY -- — SHAL-L- 131 PMVAT5LY MAINTAIN5P, 111 go goo Ma- ui K_E NYON -- WAY MA T O V _ yC1NE, O wir-L - - _ _ ♦ OR l� Z cin Lu _ F uj CC J 7-Z `n 1 � aft,FT 8'10 J 1 uj = C� 7 / s �U O soma so co yw Z + �X � d0 � 2 J DWG. NO. SEE SHEET SP-4 FOR SHRUB PLANTING LEGEND, PLANTING MATCHLIN — SEE VIC ORIA ry VINEYARD NORTH LA DSCAPEp DETAILS, & LANDSCAPE SPECIFICATIONS. k PLANS INF A TRU CT E TRAILS r j * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA = �, l TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES SES ............. 50 .. ..........ONLY. REFER TO SHRUB LEGEND FORSPECIFIEDSPACING. ...........:::::........... wM. I ir s9 0 v, Y• ••Y Y of co 4y yY Y ' YL ui1 _ I22Lu o W� — —_ co 1 — co KENY — 1 _ AN wl — — — — ,� KE�lY O O z — — — — NpR N WG. N PLANS D Z j A ZE d � REAg WITHIN THE LIM IT5 01% T4,90OUNbAl2Y 2 HALL 13E pIZIVATr_LY MAINTAINED. 1 )1101 4 ArVeF0 PPAVAT5T r1NINTrNANC.I; 00UN0At2Y I0-4_up DIE SCRIP TIO N-OF-R. DATE APPROVED CITY OF RANCHO CUCAMONGA MH r.cun. I TRACT 13279 J M VICTORIA VINEYARDS NORTH III IISAM.ur.o.Q c°u.wit I I �. L.AM I FLOW conn I I °.r G.0 u..n I I r � . ,.... t. I I STREETSCAPE M KENYON WAY —J vi IV .j PREPARED BY: PREPARED FOR: SHRUB PLANTING PLAN. Lm Lm I �I DAT[ y APPnOV[O N 22397 crrr [NDIN[[R ��z'`A--� VII I ( — `m ' ` . ...... . r MORSE CONSULTING GROUP I&MORSE CONSULTING GROUP ii[COMMEND[D LYON C.P. M KAYO c� „� �, L VKoftI 5dvAs Vnl IX M I I PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE �NVK u, �U 1 44�MI , DRAWN rLF RP" aN[[T Z tom+ I 4860 IRVINE BOULEVARD, SUITE#201 IRVINE,CALIFORNIA 92714-1299 tAie WILLIAM LYON ram Cl/I2t C.P. L.R. JOB N0. 240-46 S-6 DO 51 —�I - (714) 730.7117 a540 ARCHIBALD SUITE 8wlr.� /` '� OIIAWINE! NO. I I Gft[CK[O V J (O+ • ° RANCHO CUCAMO GA, CA WORN A 91730 OA� . SCALE. 1 =30 KEY MAP NO SCALE 58=•1- ._ w h el ., fro w LL Y• . . .; 12- M JIM On 72 A4x •YLLY Y il • Tj 1c) m •Y Y YL Y • Y Y Y • a\y/ I TCHLINE_ S • ; ] LARK VE S 6l® ' �o 'LLYLLY': SHEET YL . . . . . • r •• .� S-10 am mom an am Y LL Y 44. Fv ••: •. +�u Y Y il Y Y ��� �LLYLLY Y ��� Yily •-�i!\�- • `[i[•� � i.�l�.` -�- 'r __ `'sir/•i=r:r' _•���•s�r:' •• �1r 'Ili\1�_ �'i•i - ' �� �. :.1�-Irl.�l/�'_r r- ',�\������r _ PIP 5 XGro / 51 HCi ,o Mq T , -, r; • ; 1 �'ri\ • ��• �_1 n / r_='; ° o°po o°oo o°poo S� \1_`�I\1 ° °pp°Op pOp pO°pp 32 AI - �``) wq y • , �o°o o°�Q o°°g ..� Y - Op o vfC o° ° G� •1 7',q, q pF TOAD - J� iCs p'qN q ViN 1� s -J, pwC S , 'NFFyq p 1p + � � NO• Aq . . Iw AA Ip AREA5 WITTHIN THS LII" W5 Or TH15 13OUNPAIZY _ / 4 SHALL � pIZIVAT�LY MAINT'DtIN�p• lOo ,�Br-- ♦♦ XGri + Iw 9♦ / -76 1 Y LL ��♦ / / YilY LL LL LL LL Y Y Y LL Y LL LLYil `�� • / � 1 � � YYYLLLL YLL Y Y Y Y Y Y Y Y Y � � Y Y Y Y Y Y Y Y LL LL Y 1 L • 1(v61 YLLY Y Y Y Y Y LL LL LL Y Y ('_ M 1152 AA I uj 1 W w Z + �}D > Q ol 001 1 1 I � 1 JIl�O Z1 00 u 1 I 1 Mia O ,I 71 cr- w of m O I I2.. Pte• - - _ I 00 Op ° O O,•n 0------- --- - Y o o pp o o - .................... 0 0 0 o p-o 0 00 00° opo °o _ -- - p oo 0 0 0 0 0 0 0 0 00 C pp O Opo p0 O p 00 pp I c . ............. ......... . . ...... . ,p p o 00 p p p0 p p p p O O _ - 0 'p p o0 O p°Op Op 00 00 0 °CO • -_ - • O p0 O p 00 p O O 000 Op O ° O O O W O O O • O O O O 00 p O •• :: ��//�� • p 00 pp O p0 O p p 00 p .•= - - ,i - w VJ O O 00 ° O O O _ - •�• • Op O OOp p 00 O O Opo .�\i ..✓G•rl' I • pp000 C pp O O°p000 O p •• 1 • _ .r 1.r�il�:l! - i��`r `ll'1�r:l�•��'���'ii_ r`•.: "\-•1:� ^p o_00 pop - ".\)i�r_` ;\h�=. - - - _ - - �Ci :�••ii'r:iir'4_'-- - r.l`.�`:r::1:?:i'�` • - !•r:�:��`�• �.l-,'ll��r-iii- ili'�• - 1 M - _ I > 1 d• YI _ – I w 1 1 Y i� WAY KENY ; Z Q I z YY YYY . . ' • ••�`••••••••.••• � cc 1 1 — U O Y il • ; . 1 Q U 1 A YilLL p 0 1 Yu YUY LLLLu S L .I 1 I I Q .j 7 '� 8 YI • I OI ' J 82 YR ' I 415 Ai� oo Lu q H6 ORTH � 12$ 105 \/K Q 1 &ArVFb pI21VArE MAINTe�NANCE t3OUNDAPY 10-1.4- . XGG DAT[ APPROVED M10.0690 Ile I*T.UT[NSION CITY OF RANCHO CUCAMONGA �;1 I TRACT 13279 'lI� �• II VICTORIA VINEYARDS NORTH MH WWI M , � I III I ASMI raMY°.•o oaten j X `m I'I "°C-44"M°` � ' STREETSCAPE { V •LMO0.1•.•l Yf• M �I � KENYON WAY . --- I,I I SHRUB PLANTING PLAN SEE SHEET SP-4 FOR SHRUB PLANTING LEGEND, PLANTING II1/ �� PREPARED BY: PREPARED FOR: DETAILS, & LANDSCAPE SPECIFICATIONS. L" III I DAT,[- 8 s 4 I AVVROV[D Wy Vil r,4 22397 wt i O[<ION q[COMMENO[O Lm .Lw•Ol 1...{�, M R ECONSULTING RO Pft'RAAVNCMORSE CONSULTING GROUP * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA � X I I O S GROUP C.P. �E,�,,,�p„�,�,,rt, ,i„� ��q 0:50W-4S TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES VIII IX „ M 1 i $ PLANNINC •ENCINEERINC�LANDSCAPEARCHITEC7URE LYON DRAWN • �•„ ,i�'" `�' ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. ` `”" 4860 IRVINE BOULEVARD, SUITE 1x201 G-- JOB NO. 240-46 _ IRVINE,CALIFORNIA 92714 1299 �/ie WILLIAM LYON ram fia�rz1 • c,P• L•R� S-7 51 1 - (714) 730.7117 - 8540 ARCHIBALD SUITE B �,I�• SCALE: 1"=30' KEY MAP NO SCALE RANCHO CUCAMOHf3A• CALIfORN1A 91730 — I ' 58' L OAT. 48 & - 54AAX . n 03rD XC4, 0 • �� Ion 2Z rA Q 12 pl A15 Xcc' O •` cr 26 PP J G' 2 N. i Q O cr. O lowo U. �2 �� �• _ — Ilo� �S per•, I - I90 H5 cc: .........:::: W I2 5 l O�� � cn %; �100 , O� G � 01 '00 too O P�GN CPN=g�G�PP� i i � q• XGG r. ' :y 32 M RP NORTH D PLANTING � � �� " " I � \ SEE SHEET SP-4 FOR SHRUB PLANTING LEGEN $ �� A^ DETAILS9 & LANDSCAPE SPECIFICATIONS. * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA ES TAKE OFFS. THE NUMBERS SHODW FOR SP IF EID SPACING. ONLY. REFER TO SHRUB LEGEND \ •Z AP-FA5 WITHIN THE LIMITS Or- THIS 130UNPAR, f SHALL t3FEF pNVAT5-:L-Y MANT'AINF,b• / \ ® g 102 ^69 101 A46, � . . . \ 112 r —150 1, 1 4 Abb15o p1Z1VATE MAINTENANCE 60UN0A;, 10-14- OoAr1E r►R VED � � 20 CITY OF RANCHO CUCAMONGA I TRACT 13279 �• IM VICTORIA VINEYARDS NORTH JIII I i 11.,E S&Aft 10110 MUTT �. L" ISI ^°°°°° STREETSCAPE y I;) Ow1 GML11 MIA I ' 4 v ,Lw001 l 1.11{YT1 KENYON WAY "' SHRUB PLANTING PLAN A Iv �;j PREPARED BY: PREPARED FOR: um Lm lil I jc� 8 22 97 t. 11 I 1 APVROVtD tM �Ls�i- 11 1 CIT/ [NOINt=w w.c.t. No. VII ,�,� I Lm "Aft � ' � MORSE CONSULTING GROUP Dastard FMORSE CONSULTING CROUP ptCOMM[NOtO •clrw 1•.0 wn i C•P PEAWNG.Chrim VC 9 LAND APC AR'O'GTEMAE �n^9s6o s vu1 Ix x M I I $ PLANMNG •ENGINEERING•LANDSCAPE ARCHITECTURE LYON DRAWN V" Ln 40 um P. .►+ttr F5 L I zz �" 4860 IRVINE BOULEVARD, SUITE #201 (J' a JOB NO. 240-46 S-8 51 IRVINE,CALIFORNIA 92714.1299 fie W I LLI A M LYON Wamh �)t2 i C.P. L:R. cw I' — - (714) 7347117 1 8540 ARCHIBALD SUITE B , ) I. ��� DwAwltw No.� � - SCALE: 1"=30' KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 9170 OAT,, y Ilx� 1 �D I°fac T -r Y Y Y Y 111 95 Xc,U FA Ittitt"— - — w . w + + YY ..www 1 wYY4- FF Y Y Y Y Y Y Y x uY YYY YY xYYYY ss w ss 'w uw YY • •— q— -vo u 4 Y Y Y Y Y 4 I w I III II u W I II III I — - I III I I II I I x II I I. I I I III I O ILII i II IIIII!III II I. I I I I II I I I i li I I II li �III��I i 1. III II ................... Z 1 Il lilllh v� ...:::: ....... w 1 II ill Q — — i FAIR MC)NT _ w - - v- ar��i4'iii;i�____ -_ •./ ♦� Lu I�z \ I - ♦� 1 w \ •' I LLJ 1>0- I U ♦ p Q�r� 60 X GG �}2�1 ♦ Z I IwQ I (L _ z1YU = 1 ~ ' UI �w Q f— w friIli CC > I j 6 O XGci I I I I 50 too AA 1 � 1 i I T-T 1 ii,� i }: �� r`'� Ilullunuui x C�, 4:,i' II III III w S 1 Z CL I Q i •�•" O - — R5 cv 4� 1 Q . Y A61 - all u x Y .....:.:.. � U 1 > N T O _ I :�- - F� A _ F 1 zI 50 fr— �1 M Y 4 YYY ^ Q Y Y ly ATC I I Y YY N e W 1 S E Q /1 1 . . . . .......::::::::::::::::::::::::::::::::.. � U AC1 4 ANDS • Q : Yz• w ®1c\I O Np 3 TRA/ p S ' ' 41.-1c1 vl � O �5 vo� 1w w1w - l( Corr �� to \/r. 2 U)1u) Cc co 40 X4& � Xw DATE APPROVED \ rnorouo ave rwY.catc�sar CITY OF RANCHO CUCAMONGA TRACT 13279 ��I ' ' �}{ VICTORIA VINEYARDS NORTH I cwr. (l \ I r.can. M J II 111 �Ic.0 rar.a.a Coven Lm STREETSCAPE DAY C/Ka.5^30 I I r V acrooalH.{YTa � FAIRIViONT WAY "" SHRUB PLANTING PLAN LEGEND PLANTING vi ,v I;j PREPARED BY: PREPARED FOR: - SEE SHEET SP—4 FOR SHRUB PLANTING LM IV MATS DETAILS & LANDSCAPE SPECIFIG�ATIONS. cND o S � ��� MCA. No. 22397 crT'ry E►vviNa=w vll LAAK 0. I DESIGN INMORSE CONSULTING GROUP gtcOMMENDtO `� '�` .� ,.....� r MORSE CONSULTING GROUP C.P. /�•� �� � FOR SHRUB AREA X I i PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON DaAwN • '��,"4.?is?"aa? "" arsttT * CONTRACTOR SHALL BE RESPONSIBLE � vul � � M TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES 4860 IRVINE BOULEVARD, SUM #201 � JOB NO. 240-46 R SPECIFIED SPACING. Z IRVINE,CALIFORNIA 92714-1299 C.P. L.R. os LEGEND FOR _ tie WILLIAM LYONrdm amiL, RAW 51 ONLY. REFER TO SHRUB L 4 � ►• _ (714) 730.7117 CK Qj-t.4 � DRAWING WO. 8540 ARCHIHALD SUITE B RANCHO CUCAMONGA• CALIFORNIA 91730 OATS SCALE: 1"=30' KEY MAP NO SCALE CA -A!L3ITHIN THS l-IMIT"5 or THIS DOUN Al2Y r, P'NVATC-i-Y MAIN-FAINP-d0. 1 v — d 1 (0 / WOODRUFF 1 1 _r 1 7 / W 1y 1 1 z UJ s �°� i 1 1 leo t 13 A +0 a 4YY Z03IAej d � Y Y 4h c �3 L u , '• L I� I 4ll4 u u u 4 u " u u 4 Y 1 ll 1 _ 4ll4 4 4 444 444 y 41 c/ / 44u1 u u - � _ LARK _ If SEE SHEET SP-4 FOR SHRUB PLANTING LEGEND, PLANTING DETAILS, & LANDSCAPE SPECIFICATIONS. - �to 0441 * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. ?.gyp fly I V/ } q- AIDIMP rips m MAINTENANCE OOUNO WY 10-14-eO _ p DATE APPROVED MOIOE[0lNlrrr.EETEnLOM CITY OF RANCHO CUCAMONGA TRACT 13279 M VICTORIA VINEYARDS NORTH III 1 i�0"NAD.4 cw.n 1 , '"' ISI now°°w ' 1 STREETSCAPE IC-01I-M YT. 1 WOODRUFF PLACE . J LARK DRIVE M SHRUB PLANTING PLAN i VI IV PREPARED BY: PREPARED FOR: LM Lm I� ; DATE mr 8 5 8g AP -Y [n.oIEND D �► �---`�-� 22397 ciN�sw w.c.t. No. VII ,,,,,1 LM O[t10N AtCOMM[NDtO r MORSE CONSULTING CROUP MORSE CONSULTING CROUPS i C P ua NC* VNE,I W#C9L4,-0WAPC ARCTOTinVRf 80AJ%AM 36M M X i PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON ..�C.:.w..W744 ID. VIII IX M ( DRAWN1?141s7117 SHEffT L Lm 1 4860 IRVINE BOULEVARD, SUITE #201 G-'" JOB NO. 240-46 S-1051 IL IRVINE,CALIFORNIA 92714-1299 ��ie WILLIAM LYON 4�Qm�ia�n C.P. L.R. Ror— " - (714) 730.7117 .! I CNGC ttD I� DAWEN. NO. 8540 ARCHIBALD SUITE B l' y (`� SCALE: 1°=30E KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIA 91730 DA" 1158.1, j y- I Lo 1 I I 1 kl-j 1 t t i 1 W r v >• to z i Jt QI / J 1 YI � 1 ROCHESTER _ t _ Q - _ - - - - - - - - AVENUE �. 01 10 _ � 1 Iw Q �w l - t � t i#1 , 0 L- Y 1 1 1 U — z - ac iuj 1 Ell I > OVA 1 I I I 1 _ I .,t - 1 �o + ' 1 j/ •f• ,,,. OR m o 7AA W1 O 5 • J .. :---.. ..�.................. .......................... ..... W/ _ :........... ........ �:: � ........................ ROCHESTER .... - 1 ...................... ............_......... ............ . ................. Q 4yI Q S HS a. 3 �C 03 vig EN E AA% 10 ......... ... - - _ o xo� I w 1 z ' - 1 m .................................. ......... Lu LU � Y N I i ' w 10 ,i t ORTH 1 O Q - 1 � t E 11 - - - - - - - - co STER _ w 4.1 ROGt-SIE z wl -j I �1 _ U) CA 1 m t 4 DE!_ETeO f?DCHF-5T5R AVV-. FKQM 5PKR 10-14-b8 - d 1 t TO 13A5F�LI N e POA50 W1 Z 1 slowDATt APPA VEO CITY OF RANCHO CUCAMONGA �1 fPofOEE•iN fwt.Ei TEME,Ow TRACT 13279 IM VICTORIA VINEYARDS NORTH 1 � tll s�Eun.�wa town � t LM ISI nowromn" i i STREETSCAPE NORTH r V ic„,a,...{.rt. M ROCHESTER AVENUE ti SHRUB PLANTING PLAN 1 SEE SHEET SP-4 FOR SHRUB PLANTING LEGEND, PLANTING A IV PREPARED BY: PREPARED FOR: oAn 8'S•8g 1 APPROV[0 WY 22397 t! CfTY [NoINQA R•C•t• MD• DETAILS, & LANDSCAPE SPECIFICATIONS. �r,� "� ""' �f � � _...��.� VII i DEt1oN AtCOMMtNDtO `m .� ,,.�.� ' ! MGROUP ORSE CONSULTING GROUPM01 EONSULITINAc ����s * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA x i • N •LANDSCAPEARCHI7ECTURE LYON C.P. TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES Vul Ix M t PLANNING ENGINEERI C DRAWN '�•"`,' i""�' .►..ff* als ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. o IRVINE BOULEVARD, 71112#201Y& WILLIAM -- LYON rami"" iJOB NO. 240-46 S-i1 51 IRVINE,CALIFORNIA 927141299 �c P• L.R.L•R• p�A,,,,,,,; - 7_1� a71 _ �71a� 7s17 /J ',I ! I I 8540 ARCHIBALD SUITE BI"ld� 1 ' �8. L SCALE. 1°-30' KEY MAP 0 SCALE RANCHO CUCAMONf3A. CALIFORNIA 91730 oA.. WCURl� PER 5TO' 303 (2)'4 BAR ?A'LONG SYS' STEEL A CHER DRAIN THRU NO.2124 CAST IRON D-AN Z,(MI :' MEDIUM aRooM FINISH PARKWAY GRATE 3►S' :�TEEt-I}-iR1J • 112 ��I-JRFAG'I� I LII.P�`Z DIf?EC IO t� r \�� .3' ?�.. DRAIN TceLEt7 JOINT �/�'1�fi-t of TR�°�PFIC, (5Ml VAI�IE5 (SER PL,4l zv: ,_ I�Z• L.:k; - . ZT�ot~JEL FINI51-i C W 9 4 g �., 11 CNC. Mo "Pow I � SECTION A-A � A ��' ceeF eCD f , (�F, AT 101 O ,. � � yg-" R CASED EDGE `l 11 p�coMl°bsEt� GRANITE \ PRoF1 _>` h FR FIU.EV6 ' JaINT �T 4(:) o•GCURB CONDITION 261 COMUEP�PTGtgIAWN RTO1�LAL-FILR.-SWTIONTE1 R0 %AT LL. c+ . c am bEr1,51-ry. COVER MAY BE PRIZE NO.2424 BODY PAINTED OR GALVANIZED WT.-2� -0 Or AS REQ. PYG ��Fir/I AL WT.-PER 12--606• y 6�'ANC>AF"2p -Yla to -�j Loc^TE. 2 <-IO3FRAlAE(OPTIONAL) FENCING 1 I�51/"Y.-� r� CI� TURF �+5 SHOWN oN FLAN gt9,wN515TENT �\ ,2 COMPACT F5F? 9011. i�F�?r ➢ W/ CITY 5-TAIJOP1rZl� FdK TP^L, 4•SIDEWALK /'5 NCT�p �I`I r�N j - U INS o T1ATl 'HF_ TIME of 33 35' STEEL THR(l •PER STD. 310 i IDRAw NATU ,. coNC% TE Itil/ D • � 2' MIN. (..� � • �• T , 4" �g I�ApI us C�IRI✓GT1ON UGHT GON�i, r-��W�T�Ip SIM. 23 U E -� ERC'oP'1 FINISH �ei- H36 JOINT ANKH ,;. I I bGi." DOER 611 hoc-,�T� ON o U1'� �1✓ O� MAX.IL �� -, r' t s J D• :�: �H C �'DE, '# Az ; ; - _ _ T ' I I�• s iol_op -I�Ii ` I I SIDEWALK CONDITION - 44- RV5,49 C NT - :� -' (PROFILE) all I 03 R B FRAME I t-•/-V'1 �"I L�(iI-TIO S I P11 NO SCALE BROOKS BOX & DRAINPIPE THRU CURB A CONC. MOW STRIP NO SCALE B CONC, WALK FINISHING NO SCALE C EQUESTRIAN TRAIL SECTION NO SCALED -r`ri'lr.►1.. corit�[c;1 'm�L aR >ye',c � - , EA0-i CONNECTON -rfr. hJrN I' , E)_ MASONRY NOTES Lai., �?AGCR WHFRe ROM 7WOitS M-&--K FAJALL-1 'L! �►Q' S1`BMP K 1. CONCRETE MASONRY UNITS TO BE GRADE "N" PER ASTM C-90-52. o- rvac. coy-CMN A7 5 0 _ ll Q /� / McM BACK OF 31D 2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE STRENGTH OF �/ 2,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. -%StNG Ti C i FV75 O 4 aG,�'Tp d'd ~�'X• y�R?X11-.f •/� I I 1 III III I I I - I I III 1 I 1 I 1 I I ( I I 1 III III )() ( 3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO THREE PARTSSAND. 4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, } PART LIME CONC. DING G°�hT INi�j' I I PUTTY, 31 PARTS SAND PER ASTM C270-52T. �ge PL.AGEi OIC CUT F140M / p ( I�CjL-.�t/TI�I'•F (� !� I V1�7 `Of`•i IY �NT�' `� /�O�•i 5. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE g•�-O..G. L1T WAN AS WEEP HOLE OR PROV4DE 2" DIAMETER PIPE AT 10'-0"ON CENTER. _ PRE - c�5� CONC- MANHoL.E `cTlo ' 6. PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE AT RETAINING CONDITION. \ I p M N 15M CO�,I�ON �' I��� 7. BOTTOM OF FOOTING TO BE MINIMUM 18" BELOW NATURAL GRADE. ii -�uf2r �� I I `"ICE r�r� (/r' i, 8. MAXIMUM SOILS PRESSURE USED 1800 PSF. WITH 1/3 INCREASE FOR WIND GQ�VMN wN�f<E 1 SEISMIC. IT OCCU'COLUMN 3.fXP�1�1N T, 01NT-W671 ? �b� �P' +A .TG R.I '��;��/I�✓�r.I�1/ ��Pr'V��I�1� �IIVT+ � ��r�/ �"�;ff.Tl�/V'` 9. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A615-40. 10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS'DRAWINGS. PA (60�09-71V M�4'T�jW Acyl��� (3 I OG M �� r (�,,,� 11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS II. SToPCbI�c � I PLANT VINO IN CENTVK i OVERLAP AT SPLICES. CD C ' RI K �E I I`<EMrd FIQoM STAKE OH416 � � �T'�p� , �p� Ti 6 Ta �� �� 12. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL Vuhp azcK UALL )u mi 6LUMP BL.ocK ► PcwL- r f LANTdO l or.,�,T►o1�.9 Tt IN �ENr1E LIQ (�t�ALL. ��J j� ��. ,/ { BARS. GW-�•C- 'MI5Q 0N,COLOR NO SCALE S S�`I- �M M k*- RA)I U J POI Iii'r�, (7l) 13. ALLOW FOR ADJOINING CONSTRUCTION. VIIVI �t�� �.� Vi) I � 14. ALL WORKMANHIP AND MATERIALS TO CONFORM TO GOVERNING CODES AND ORDINANCES. NO SCALE 15. DESIGN BASED ON U.B.C. "NO CONTINUOUS INSPECTION"LIMIT. BLOCK COLUMN W/WROUGHT IRON FENCE E CONC. VINE COLLAR ( IN LAWN AREAS ONLY.) F TYPICAL WALK SCORING G 16, PORTLAND CEMENT SHALL CONFORM TO ASTM C150. 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOLID GROUT ALL RETAINING WALLS. 18. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORMANSHIP AND CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES ALL WALLS SHALL BE PLUMB AND TRUE. STEP FOOTINGS IN EVEN BLOCK INCREMENTS. WRC. WALK - rcR TYP CONN. 19. EXPANSION JOINTS SHALL BE LOCATED AT 150' MAX. AND AT MAJOR 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR CHANGE IN HEIGHT OF WALL. TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 20. ALL GROUT SHALL BE NATURAL COLOR. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO l',66 AiG&Wfi-1_F! Aoki 014166"4604 INN'6114 • OMIT CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES ' � INCURRED. • - - 6' HT. SLUMP BLOCK WALL. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. 22. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO t7-I • THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND BE ORCO MISSION COLOR. • - SLUMP BLOCK RETAINING WALL; DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 23. ALL BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL ' •, • : �1�. ���� wz pm SEE GRADING PLAN. 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED BE CONCAVE. AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF CONCRETE WALK. G G 48 HOURS PRIOR TO THE INSPECTION.) • rO �L•V W� I -I S. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED 1•'T' e�nisT � � ON THE IRRIGATION PLANS PRIOR TO PAVING. �16 II H f 0" 1 '� •-• 8 WIDE CONCRETE MOW STRIP. _i 2 -0 �N� .OriL PLR 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR • ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP. • S ,JGTt.,IRAL -. - ...........o ••••••••••••••• WROUGHT IRON FENCE WITH BLOCK COLUMN. I ALL WALKS AND MOW STRIPS STAKED FROM OFFSETS SHALL BE 2 ADDED ORPOK5 130X 4 DRA KPIP5� ' CONSTRUCTED WITH SMOOTH GRADUAL CURVES. ' 8. FENCES AND MOW STRIPS STAKED ALONG PROPERTY LINES SHALL BE IlrOl) L I �IXTt.IRE .��p _ ��y,�AI STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. "&%l +AI`GiH EQUESTRIAN FENCE, p_ 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90° ANGLE, uUNLESS SPECIFICALLY SHOWN DIFFERENTLY E.G. ALONG PROPERTY GATE I� SOpluM FIXTd APPROVED �' IZ (ut0I.I47W oti ANEooaeb ft) LINES. T4 t=IXTiJRe-MOUNTING10. LOCATE SIDEYARD FENCES ADJACENT TO STREET A MINIMUM OF 5'-0" CITY OF RANCHO CUCAMONGA HeIFHT Id-C)" S10,&CWq 8P1_(D#t FROM BACK OF WALK OR TOP OF SLOPE TYPICAL. S As.H0WN oto CONST. NOTE. 11. STAKING OF ALL MEANDERING WALKS - ALONG VICTORIA PARK LANE TRACT 13279 AND MILLIKEN AVENUE SHALL BE APPROVED IN THE FIELD AND ADJUSTED VICTORIA VINEYARDS NORTH AS H HE PUBLIC WORKS SEE ENGINEERS GRADING PLANS FOR LOCATION, INSPECTOR,NECESSARY PROJECT PLANNER AND DLANDSCAPE ITIONS BY T ARCHITECT PRIOR STREETSCAPE LIGHT FIXTURE ON CONC. PAD TO CONSTRUCTION. CONSTRUCTION & QUANTITIES OF ALL WALLS 12. 9" mowstrips shall be provided between all shrub/ground cover areas and turf areas. 9" mowstrips shall also be provided where City maintained areas are adjacent privately maintained areas. CONSTRUCTION DETAILS PREPARED BY: PREPARED FOR: _ OATS �.. APPROVK0 my 22397 CrTr E"0111QR s' R.C.S. NO. MORSE CONSULTING GROUP "'°" AE�MMEFVDtCJ 0*AAW?,CMORSE CONSULTING CROUP LYON .FJrVm9UWoG.LANWAPE ARGI TECTL IPS (-Nu RA(u r�A S PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE 4M MVM KXU.�3LM-O' c DRAWN .s�c jus 1A 7117ar,.1aO rAur DExxT sH[tT 4860 IRVINE BOULEVARD,SUITE #201 af" JOB NO. 240-46 IRVINE,CALIFORNIA 927141299 ie WILLIAM LYON �o rt tCl/�L1l, �-�DG 51- (714) 7347117 f U U C11iCKtC ` P � DRAWING SUITE B RANCHO CUCAMO «AA If CA ORN A 91130 1 " -`�- 06.4 �� ,�S �� CATs �� �- QUICK COUPLING VALVE GENERAL LEGEND SET FLUSH WITH FINISH GRADE IN LAWN AREA SIDEWALK,CURB, 3"ABOVE FINISH GRADE ELECTRICAL METER T'0 BE ETC. IN OTHER AREAS SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE PROVIDED BY IRRIGATION ; CONTRACTORFINISH GRADE BOX TO ISE PLACED SIDEWALK,CURB, �� ���• LAWN AREAS P.O.C. POINT OF CONNECTION SPECIFICATION CONTRACTOR IS TO PROVIDE AT RIGHT ANGLE ETC.TO l� 1 �41i ENCLOSURE MYERS NO.MEUG-I-M TO HARDSCAPE EDGE +�� ' ' ROAD CROSSING SLEEVES CLASS 315 PVC WITH MOUNTING BASE INSTALL AS PER MANUFACTURERS RECOMMEN- / FINISH GRADE DATIONl2' •. '� SHRUB AREAS ������• PRESSURE SUPPLY LINES & SIZE (2-1/2" & LGR) CLASS 315 PVC SPECIFICATION AS NOT • tea 180 PLASTIC BOX 8 COVER WITH . • • I �.� PRESSURE SUPPLY LINES & SIZE 2" & SMLR SCHEDULE 40 PVC SPECIFICATION ELECTRICAL CONDUIT TO SOURCE LOCK TOP MARKED R.C.1l , _. o J \ t ( ) TO BE PROVIDED BY DEVELOPER WALL TYPE CONTROL- r� / I CURL TYPE EXPANSION LOOP • - •''' STAINLESS STEEL CLAMP NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION LER MOUNTED INSIDE 1 CONCRETE FOOTING-INSTALL 3" (MIX 24') ::=x�-� • �. �� ENCLOSURE I J MIN. ABOVE FINISH GRADE AND - ix --- CONTROLLER SEQUENCE -x.IKi K SZ I OR 2 PER SLOPE CONCRETE AT 29�TO DRAIN WATERPROOFED WIRE CONNECTION i Y ':. ENCLOSURE �`� NON-PRESSURE �� SIZE A LENGTH AS REQ'D 1 GALLONS PER MINUTE CHRISTY S I.D. TAG(STANDARD) - -�- ---- -%.- LINE FITTING , SCH. 80 PVC NIPPLE Q� REMOTE CONTROL VALVE SIZE ( MYERS MEUGD-1 �`� I I CONTROL WIRE TO EACH R.C.V. O SOLENOID SECURE TO TYPE ENC.FOR 2 •. I I - :- CONTROLLERS) I 1 I I COMMON WIRE TO ALL R.C.V.'S PIGTAIL 0 - 3 ® ELECTRICAL PEDESTAL MYERS MEUG-I-M OR MEUGD-I DETAIL NO. 1 I �iJ CONTROL WIRING(AWG IF 14 MIN.) FA>�AREAS H. 40 PVC � ELBOW SCH.40 PVC STREET ELBOW AUTOMATIC CONTROLLERS RAIN BIRD ISC-32-LPP-K DETAIL NO. 1 1 i 6,�)d FINISH GRADE LINE PIPE O REMOTE CONTROL VALVES RAIN BIRD EFA-CP SERIES DETAIL NO. 2 SHRUB AREAS SOLENOID PVC SUPPLY SCH. 80 PVC NIPPLE �� �� •} .�!� >G, , . LINE (SxSxT) SIZE a LENGTH AS REQ'D 0 QUICK COUPLING VALVES RAIN BIRD 3 R DETAIL NO. 3 FINISH \ >< •• '+%•'- -� � FLOW ADJUSTWNT FITTING GRADE ` �OP � '4/ •\'• JJ `-PEA GRAVEL 1B+4. BACKFLOW PREVENTION ASSEMBLY (B.P.A.) WILKINS 575 RP (MOD I1Q DETAIL NO. 4 SPI' (MM.3 CU FT) 8" PVC SCH. 40 MALE ADAPTOR I PVC SUPPLY LINE GATE VALVES (LINE SIZE) HAMMOND IB631 OR EQUAL DETAIL NO. 5 ELECTRICAL TAPE-TAPE WIRING AT ;e IT INTERVALS OF 12'O.C. �I}t• /' /, ITYP 2 PLACES )PVC LINE PIPE NEW WATER METER BY DEVELOPER SPECIFICATION NOTES: PVC SUPPLY LINE FITTING 1. COMMON WIRE TO BE WHITE a CONTROL WIRE TO BE BLACK IN COLOR UNLESS OTHERWISE NOTED. (sxsxs ) ✓ SCH. 40 PVC STREET ELBOW ® MOISTURE SENSING EQUIPMENT HYDROMASTER BY SYSTEMATIC DETAIL NO. 9 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER a REMOTE CONTROL VALVE UNLESS COMMON WIRE OTHERWISE APPROVED. PILOT WIRE REMOTE CONTROL VALVES - PRESSURE REGULATED RAIN BIRD EFA-CP-PRS SERIES DETAIL NO. 2 3. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL NOTEI PE NOTE= USE TEFLON TArL� I) VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED. (SCH. PVC PIPE STAKE --�— SERVICE LINE FROM METER TO BPA. 8G—PV' VALVES a AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR ON ALL THREADED (SCH.40) GLWp, CORRECT VALVE SEQUENCE. 2) WHEN NICK THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MN. FITTING " OF 3 F APART. MIN. 36 LONG OR AS SITE 3) USE TEFLON TAPE ON ALL THREADED FITTINGS. REQUIRES TYPICAL ELECTRICAL METER AND CONTROLLER 2 TYPICAL REMOTE CONTROL VALVE ASSEMBLY 3 TYPICAL QUICK COUPLING VALVE NO SCE ASSEMBLY JR-84 NO SCALE "�12 °' NO SCALE ASSEMBLY JR-85 6" OR� �,••• •,. GATE VALVE BRASS NIPPLE AS NOTED .. (TYP. 5 PLACES) . • • . 1�Z TEST COCK(TYP 2 PLACES) • ' REDUCED PRESSURE SIDEWALK, CURB, ETC. BACKFLOW PREVENTION BRASS ELBOW ROUND PLASTIC BOX a COVER '' FINISH GRADE SET REGULATOR SPRINKLER HEAD LEGEND COVER MARKED IRRI GATE " ?` �` � AS NOTEDON�{�WG. FINISH GRADE (DELIVERY PRESSUI7E) BRASS NIPPLE x •r x LAWN AREAS SPRINKLER NOZZLE .��>w BRASS UNION • STRAINER 40 + " xm '` h FINISH GRADE MESH MONEL SHRUB AREAS SCH.40 PVC STREET ELBOWS SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. AD. MAX.SP. PSI REFERENCE PVC SCH. 40 BRASS ELBOW " MALE ADAPTOR 12 rF ' • 1/2 CIRCLE STRIP HDS RAIN BIRD 1812 - 15 SST' SAM SERIES 1.0 15' 25 DETAIL NO. 6 BRASS NIPPLE !�•'' X HANDWHEEL Q v 1/4, 1/2 & F CIR FLT SHRB HDS RAIN BIRD 1812 - 8 FLT SAM SERIES .4,.8,1.5 7- 7' 25 DETAIL NO. 6 GATE VALVE /Q RELIEF 0 v X 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1812 - 10 SAM SERIES .5 1 0,2.0 10' 12' 25 DETAIL NO. 6 3� fC:)� FINISH PORT LINEPRESSURE Y CHAR SCH.80 PVC NIPPLE (LENGTH AS REQ'D) t ' GRADE LOOSE KEY PVC TEE OR ELBOW ( SxSxT ) V 1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1812 - 15 SAM SERIES .8,1.5,3.0 13' 15' 25 DETAIL NO. 6 1-1 PVC SUPPLY HOSE BIBS .� LINE BRASS ELBOW • BRASS PIPE PIPE 114, 1/2 & F CIR SHRUB HUS RAIN BIRD 1812 - 16 SAM SERIES .7,1.3,2.6 14' 16' 25 DETAIL NO. 6 PEA GRAVEL PRESSURE1/4, 1/2 & F CIR SHRUB HDS RAIN BIRD 1812 - 22 SAM SERIES .75,1.5,3. 18' 20' 25 DETAIL NO. 6 -(MIN.2 CU.FT.) LINE- SUPPLY BRASS ELBOW LINE-INTAKE y- - GATE VALVE LATERAL LINE 114 1/2 & F CIR FLT LAWN HDS RAIN BIRD 1804 - 8 FLT SAM SERIES .4,.8,1.5 7' 7' 25 DETAIL NO. 7 (' 1 .. SCH. 40 PVC STREET ELBOW QD n Q '' � � •` PVC MALE 1147 1/2 & F CIR LAWN HDS RAIN BIRD 1804 - 12 SAM SERIES .5,1.0,2.0 11' 12' 25 DETAIL NO. 7 � ADAPTORS NOTE • EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12"FROM WALLS,BLDGS,ETC. OP-UP ASSEMBLY INSTALLED I° (D ® 0 1/4, 1/2 & F CIR LAWN HDS RAIN BIRD 1804 - 15 SAM SERIES .8,1.5,3.0 13' 15' 25 DETAIL NO. 7 1�1� 2 - _:- .••�• ABOVE FINISH GRADE IN OPEN AREAS • WHEN UNIT IS NEXT TO BUILDING, WALL,ETC,TEST COCKS ARE TO BE NOTE : OR AS NOTED) ON OUTSIDE. I. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS 8 CORNERS. 11 114, 1/2 & F CIR LAWN HDS RAIN BIRD 1804 - 15 SST SAM SERIE 1.0 15' 25 DETAIL NO. 7 NOTE GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS EXCEPT HEAD. PART CIR ROTOR LAWN HDS TORO S606-PC-6.0 5.5 40' 40' 50 DETAIL NO. 7 4 TYPICAL GATE VALVE ASSEMBLY 5 TYPICAL BACKFLOW PREVENTER ASSEMBLY 6% TYPICAL SHRUB HEAD POP-UP ASSEMBLY V6 PART CIR ROTOR LAWN HDS TORO S606-pc-9.0 9.0 50' 50' 50 DETAIL NO. 7v NO SCALE (3 AND SMALLER) JR-84 NO SCALE (2 V2" AND SMALLER) JR-85 NO SCALE JR-005-84 p a PART CIR ROTOR LAWN HDS TORO S606-PC-3.0 3.0 30' 30' 50 DETAIL NO. 7 0. PART CIR ROTOR SHRUB HDS TORO 300-12-02 1.75 30' 30' 50 DETAIL NO. 8 IRRIGATION CONTROLLER i4-30 VAC 6M GTION WLTAGE CONTACT PCINTS PART CIR ROTOR SHRUB HDS TORO XP300-HP-07 3.5 40' 40' 50 DETAIL NO. 8 • 1134S6COM. I" SIDEWALK,CURB, 2"OR AS NOTED (� 6 PART CIR ROTOR SHRUB HDS TORO XP300-HP-10 5.0 45' 45, 50 DETAIL NO. 8 ETC. TRANSFONMER SIDEWALK , CURB, 12O° DENOTES DEGREE OF ARC ' ETC. 10-120 VAC SPRINKLER NOZZLE REPLACE EXIST.TRANSFORMER 0 DAG •� '�' W/SYSTEMATIC ICO-4001 CENTRAL FINISH GRADE OVERRIDE 51STEM S N0 0 -Q P-UP BODY ASSEMBLY (INSTALL 1/21'ABOVE SPRINKLER NOZZLE FINISH GRADE) SENSOR BURY SEE DETAIL N0. i +w+ I3 SIRES yORIZONTALZONE TURF•6 _ 2 SHRUB•It POP-UP ASSEMBLY( INSTALLED I" TREES-24• FINISH GRADE ABOVE FINISH GRADE IN OPEN AREAS I OR AS NOTED ) / SENSOR CONTROL / I PVC SCH. 80 NIPPLE UNIT DiEsCRIPTION OF REVISION DATI[ AppnOvE0 SIZE AS REQUIRED — CONNECT COMMON a CONTROL 1 NOTES: wiNENOTE FROMCONTRD CITY OF RANCHO CUCAMONGA SENSOR UNIT NOTED CLOC7f PVC SCH.40 STREET ELBOW I. INSTALL HEAD FLUSH WITH TOP ` NOTENq 2 WEUTO R.C.Y.FROM NIT OF HARDSCAPE AT INTERSECTION: NOTEI INSTALLATION SHALL CONFORM AND CORNERS. TO ALL MANUFACTURER'5 RECOMMENDATION " PVC SCH.4o ELBOW 2. USE TEFLON TAPE ON ALL 414CONTROL� VICTORIA VINEYARDS NORTH THREADED FITTINGS EXCEPT WIRES 12 PVC SCH.80 NIPPLE(SIZE AS HEAD. ALL CONNECTIONS SHALL BE p �1 /� REQUIRED) IN FINAL POSITION WATERPROOFED INAAPPROVED STREETSCAPE PVC TEE SxSxT OR RISER SHALL BE AT A LATERAL LINE CONNECTOR ELBOW 45 ANGLE PVC TEE (SxSxT) I ' 3/8"x 1/2" INSERT ELL ( PVC) TYPICAL MOISTURE SENSOR 8 CENTRAL BYPASS . OR ELBOW - ,e05GALE-'6T SYSTEM ASSEMBLY IRRIGATION DETAILS & LEGEND / TORO'S THICK-WALLED PREPARED BY: PREPARED FOR: �/' �� PVC SCH.40 STREET ELBOW POLY PIPE(FUNNY aov[o Iry PIPE) OR EQUAL Aaa cmr ENOINaw �L`'/ R.e.[. No. 9 2-!>9 7 I3/8" x I/2" INSERT ELL (PVC) ocaloN Wj��OLCONS�LTljG CROUP iiECOMMEND[O LATERAL LINE ( SIZE AS NOTED ON DRAWING ) 3/8"x 3/4"INSERT ELL (PVC) ORSE CONSULTING GROUP �. ,� L��, x ,,15 LYON A.I. .m.y,6.�.,aum m NOTE PLANNING •ENGINEERING•LANDSCAPEARCHITECTURE RNI.(ALlrJV&A'w7I.IMP USE TEFLON TAPE ON ALL THREADED FITTINGS DRAWN ��[ 62Iauona •H[ET 4860 IRVINE BOULEVARD, SUITE#201 �p JOB # 240-46 7 TYPICAL LAWN HEAD ASSEMBLY IRVINE,CALIFORNIA 927141299 Nle WILLIAM LYON m �r A,I,C, O-2 0. 5 1___ S TYPICAL SHRUB HEAD POP-UP ASSEMBLY IRVINE (714) 730.7117 PALM DESERT �- NOSCALE JR-004-84 8340 ARCHIBALD SUITE B d,tc�t[O •� onwwlNo nom. NO SCALE J.R.-8 RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. PATS CONSTRUCTION SPECIFICATIONS 5-030OF- 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 tine 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. 1.01 Job Conditions: PART 1 - 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: temperatures, and in climatic conditions recommen6ed by the manufi,cturer•. installation of cast-in-place concrete complete as indicated, and/or scheduled on the c'rawings including formwork and reinforcing in accordance with Section 5-05500 METALS of Prior to work of this Section, carefully inspect the installed work Ph.'.T 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 accordance with Section 210 of the "STAtX ARD 1 .02 Related Work Specified Elsewhere: Other requirements of the Contract SPECIFICATIONS" and as herein sp.,cified. Primers., intermediate, and finish Documents including, but not necessarily limited to, pertinent portions ofPART 1 - GENERAL B. Discrepancies: In the event of discrepancy, immediately notify the c9its in each paint system murt be the products of one manufacturer, inch;di;;g "STANDARD SPECIFICATIONS" apply to work of this Section as fully as though .Landscape Architect. thinners and coloring agents, unless otherwi$e specified and then they shall repeated herein. be certified by tine manufacturers that they are compatible. p 1.01 Scope: Provide labor, materials, equipment, and services necessary for 3.02 Installation: Installation shall be in accordance with Section X04-2 1.03 Submittals: installation of metal fabrications complete as indicated on the drawings . 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 A. Materials List: Submit in accordance with Pa-t 1 "GENERAL PROVISIONS" Documents including,but not necessarily limited to, pertinent portions in 3.03 Items Of Metal Fabrications: for application. of the "STANDARD SPEC IFICATIONS".,complete lists of materials proposed "SlANDARD SPECIFICATIONS" apply to the work of this Section as fully as though 2.03 Materials: Paint materials of Dunn Edwards Sinclair Paint Co. Pratt to be provided under this portion of the Work. repeated herein. & Lambert Paint Co. except as indicated on drawings B. Association's Recommendations: Accompan;�i g tl�e Materials list, st+`mit and Stain materials of Darworth Company. Olympia, or Behr may A. Reinforcing steel for concrete work. be used upon acceptance; however conform to requirements regarding paint copies of the Associat..ion' s et:rrent method of instal laticn of the malt-E,-ials and equipment provided under this portion )f t`.e Work. B. Setting of items of steel embedded in concrete. "Wrought Iron" fencing shall be steel tubing, sizes as indicated or stain systems specified herein before. PART 2 Productson drawings. Shop prime, install and paint as specified herein. 1.03 Quality Assurance: P;':RT 3 - EXECUTION All Other- Items: Miscellaneous metal items, not specified or 2.01 Materials : Shall be in accordance with Section 201 of ;:he "STANDARD A. Association's Recommendations: The Association's recormended methods listed herein, not specified in other Sections or otherwise provided 3.01 Surface Conditions: SPECIFICATION". of installation, when accepted by the Lanascape Architect shall be the for, but indicated and required by the drawings for a completed pro- basis for acceptance or rejection of actual installation methods used ject shall be provided. A. Prior to work of this Section, carefully inspect tine installed work 2.02 Other Materials : All other materials, riot snccificilly desr.rib� d 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 wort: of this S�cti; ;., 8 . 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 bi Lh,: an,' regulations, comply witi; pertinent recommendations contained in the 5-09900 FINISHES Contractor subject to acceptance of the- Landscape Architect and City of Rancho following: - B. Discrepancies: In the event of discrepancy, immediately notify the Cucamonga 5-09900 - PAINTING Engineer. PART 3 EXECUTION 1 . "Standard Specification For Public Works Construction", 1965 Edition Section 206, 210 and 304. PART 1 - 3.02 INSTALLATION: Installation shall be in accordance with Section 310 of 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 labor, materials, equipment, and services necessary for on drawings. A. Prior to work of this Section, carefully inspect the installed work installation of painting complete as indicated on drawings and required. 0 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 published point where this installation may properly continence. 1 .02 Related Work Specified Elsewhere: Other requirements of the Contract coverage rate based on unthinned material . In event paint is extended 1.04 Submittals: Documents including,but not necessarily limited to, pertinent portions of beyond recommended coverage, or "hide" produced is inadequte, as detennine B. Discrepancies: In the event of discrepancy, immediately notify the "STr1rlDARD SPEC IFICATIONS"apply to the work of this Section as fully as thoughby Landscape Architect, apply one or more additional coats as directed at Landscape Architect A. Shop Drawings: Shall be in accordance with Part 1 "GENERAL PRO`iIFIOIdS" repeated herein. no additional cost 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 303-1 as taken from manufacturer's container. A. Shop prime coats. _ 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 tine 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 with diving manufacturers 's name, catalog number, and catalog cut for each 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 painter's finish: A. Exterior Surfaces: 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 ne'tals 1st Coat Chrome Oxide Primer completion of work, rubbish, 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 1.0:; Quality Assurance: following OSHA requirements that they shall be capable of withstanding a load of at least 200 pounds in any direction at any point on the rail . A. Association's Recommendations: The Association' s recor.7!enred methods POLYVINYL CHLORIDE FENCING: of instal lation , when accepted by the En-ainee.-, shall be the ba-,is for PART 1 - GENERAL PART 2 - PRODUCTS acceptance or rejection of actual installation methods used in this vicrk. B. Colors: as noted on drawings and approved 2.01 Materials: Shall be in accordance with Section 206 of the "STANDARD - g pp oved by Landscape Architect 1 .01 Scope: Provide labor, materials, equipment, and sc;',iices necessary for SPECIFICATION" and as follows: B. Codes and Standards: In addition to complying with a}1 pertinent coded and regulations, comply with pertinent recornnerdatio,is container, in the 3.04 Cleanup:installation of PVC fencing completeg' p: Ade ua as in(;icated on drawings . following: Adequately protect all work from damage by subsequent A. Anchors set in drilled holes in concrete for securing miscellaneous 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" cr N ej-It'- with hexagonal heads. 1 . Standard Specification For Public Works Construction", 1985 Edition completion of work, rubbish, excess materials and equipment are to be "STANDARD SPECIFICATIONS" apply to the work of this Section as fully as tltcugh Sections 210 and 310. removed from the site, leaving areas acceptably clean. repeated herein. B. Shop Primer: Equal to lnemec Company #10-1009, grey primer over surface 2. Painting and Decorating Contractors of America (PDCA), Architectural A. Cast-in-place Concrete. preparation SSPC-SP1. Specification-Manual published and distributed by tine 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 accordance 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". submit a complete list of all materials proposed to manufacturers' s name, catalog number, and catalog cut for each item where to the provisions of the "Code of Standard Practice for Steel Builoings ' be provided under this portion of the work , giving applicable. and Bridges" , and the "Specifications for the Design, Fabrication, an,i manufacturers's name, catalog number= and description for each item where Erection of Structural Steel for Buildings" , in the tat?st edition of applicable." *including primers , thinn..rs, and coloring agents. Identify B. Manufacturer' s Recommendations: Accompaoyina the Materials List, sub(nit surfaces to receive various paint materials . Make no deviation from the "Steel Construction Manual " by the American Institute of Steel accepted list. Submit list within 30 days after award of Contract. copies of the manufacturers current recommended method of installation. Construction. C. Accompying the Materials List, submit for the Landscape Architect's B. General: B. Association's Recommendations: Accompanying the Materials List, submit acceptance and selection samples in accordance with "STANDARD SPECIFICATIONS". 1. For metals which will be exposed to view, use materials which are copies of the Association' s Current recommended method of installation. 2. Remove blemishes by grinding or filling prior to applying shop C. Accompanyingthe Materials List submit for the Lands Arch acceptance 1. Before starting work, submit 2 samples for acceptance of Landscape finishes, including zinc coatings. ' 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 list, prepare and submit 1.05 Product Handling: Shall be in accordance with Part 1 "General Provisions" with hairline joints . 12" square samples of each complete paint finish, leaving 3" wide strips of the "STANDARD SPECIFICATIONS" 5. Grind all exposed welds smooth. along one edge showing each undercoat. Tint each undercoat and paint coat 6. Form bends, where required, smooth, with uniform cross-sections, as specified hereinafter. Engineers color selections will be taken from without buckling or flattening. selected Paint Manufacturer' s Standard Color System; not more than 5 A. Fencing shall be delivered to site palletized or banded and set off exterior colors are required.. ground on blocks. C. Welding: PART 2 - PRODUCTS 1. Weld all connections except where indicated otherwise. D. Final Record Samples and Wet Samples: Prepare record samples of each 2. Weld corners and connections continuous and grind all welds final paint finish and color on suitable prepared cardboard 8-1/2 x. 11 2.01 Materials: smooth and flush. size, cross-referenced with wet samples. Maintain an accurate record by 3. Use care and procedures to minimize lock-in stresses and title and location where each color and finish is used. Prior to final A. PVC Fencingshall be Country Estate Fence, P.O. Box 1268, San Juan Capistrano, inspection, deliver one set of record samples to Engineer together with y p' distortion. CA 92693, (714) 661-2237 or consistent with City Standard for trail fencing at a 1-gallon wet sample of each finish paint used, each wet sample labeledas to color, brand, and contents. the time of installation. PCV post and rails shall be manufactured of rigid PVC 2.04 GALVANIZING: Shall be in accordance with Subsection 210-3 of the Homopolymer Compound with pre-drilled holes. Posts and rails shall be of size "STANDARD SPECIFICATIONS". Items specified to be galvanized shall be OATS PPA vEo and length indicated on City of Rancho Cucamonga standard drawing #1010. hot-dip galvanized after fabrication in accordance with ASTM A 123. CITY OF RANCHO CUCAMONGA ASTM A 154, or ASTM A386, as applicable. Fabricate units complete or in larges practicable sections before galvanizing. Components of bolted assemblies shall be galvanized separately before assembly. TRACT 13279 2.05 Shop Painting: VICTORIA VINEYARDS NORTH 2.02 Other Products : At I otner products , not specifically described but A . Shall be in accordance with Section 210 of the "STANDARD STREETSCAPE required for a complete and proper installation of the work of this ' ection, SPECIFICATIONS". Except as otherwise specified in this section or in shall be new, first quality of their respective kinds , and shall ba as the project drawings, prefabricated metalwork, except zinc-coated surfaces selected by the Contractor subject to acceptance of the Landscape Architect a,d metalwork to be embedded in concrete or mortar, shall be shop painted. CONSTRUCTION SPECIFICATIONS and City of Rancho Cucamonga. . Surfaces to be wel-.;ed shall not be coated within three inches of the veld, , PART 3 - EXECUTION prior to welding. Surfaces shall be throughly dry and clean when the paint PREPARED BY: PREPARED FOR. 3.01 Surface Conditions: is applied . No painting small be done in freezing or wet weather except AVORDv[D KY DAT* tinder cover; the temperature shall be above 45 degrees F. but not over emr [NOIN[[w / �y�'-`-_ a.e.[. No. 22397 A. Prior to work of this Section, carefully inspect the i:�stalled aro-k 90 degrees F . Surfaces which will b2 concealed or inaccessible alter DE[IQN q[COMMEND[D of other trades and verify that all such work is complete to the point assembly shall be painted prior to assembly. MORSE CONSULTING GROUP MORSE CONSULTING LYON M.�„ �. , . � , SRAP1>IA�s where this installation may properly commence. PWPLAMVING •ENGINEERINGeLANDSCAPEARCHnECTURE "°•""°�`""'°'""�°' DRAWN NNW ..vM.cnKlV44?jolt ia�us� rAuAwut aN[[T B . Discrepancies : In the event of discrepancy, immediately notify the 4860 IRVINE BOULEVARD, SUnE #201 �p JOB # 240-46 Landscape Architect. IRVINE,CALIFORNIA 92714-1299 ��E V�'ILLIAM LYON moms SP-1 Ds 5 (714) 730-7117 �� C74[CK[O DRAWING Nom. 8540 ARCHIBALO SUITE B ik RANCHO CUCAMONGA, CALIFORNIA 91730 JDATIII V IRRIGATION SPECIFICATIONS 4. Before the date of the final site review, the Contractor shall 5. Contractor shall be responsible for the total performance of such 4. All P.V.C. pipe must bear the following markings: transfer all information from the "as-built" prints to a sepia rylar substitution to equal or surpass the original in every respect. 1,00- .GEN T, or similar mylar material procured from the Architect. All work shall a. Manufacturer's name be-in waterproof India ink and applied to the mylar by a technical pen 6. If the substitution proves to be unsatisfactory in the opinion of the 1.01 DESCRIPTION made expressly for use on mylar material. Such pen shall be similar Architect, Contractor shall remove such work and replace it with b. Nominal pipe size to those manufactured by Rapidograph, Kueffel & Esser, or Faber originally specified item (including installation) as part of the work A. Scope of Work: Provide all labor, materials, transportation, and services Castell. The dimensions shall be made so as to be easily readable of this section, c. Schedule or class necessary to furnish and install Irrigation Systems as shown on the even on the final controller chart (see Section 1.03-C) . The original drawings and described herein. mylar "as-built" plan shall be submitted to the Architect for approval U. Pressure rating in A.S.T. (not required on drip tubing) prior to the making of controller chart. B. The Architect shall have the sole responsibility for accepting or rejecting 1.02 QUALITY ASSURANCE & REQUIREMENTSany substituted item as an approved eC,ual to ecuipment and materials listed e. NSF (National Sanitation Foundation) approval (not required on 5. The Contractor shall dimension from two permanent points of reference, on the irrigation drawings and specifications, drip tubing) A. Permits and Fees: The Contractor shall obtain and pay for any and all building corners, sidewalk, or road intersections, etc., the location ; permits and all inspections as required. of the following items: 1.06 GUARANTEE f. Date of extrusion B. Manufacturer's Directions: Manufacturer's directions and detailed drawings a. Connection to existing water lines. A. The guarantee for the sprinkler irrigation system shall be made in 5. Solvent cement and primer for P.V.C. solvent-weld pipe and fittings shall be followed in all cases where the manufacturers of articles used in accordance with the following form. The general conditions and 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. supplementary conditions of these specifications shall be filed with the manufacturer. and specifications. Owner or his representative prior to acceptance of the irrigation system. C, Gate valves. 6. Brass Pipe & Fittings: uarantee form shall be included in the operations and C. Ordinances and Regulations: All local, Brass pipe shall be red brass, American National Standard Institute (ANSI) , Schedule 40 screwed pipe C. The guarantee form shall be retyped onto the Contractors letterhead and municipal and state laws, and rules B. A copy of the g and regulations governing or relating to any portion of this work are d. Routing and/or directional turns of sprinkler pressure lines maintenance manual. a. hereby incorporated into and made a part of these specifications, and their (dimension max. 100' along routing) provisions shall be carried out by the contractor. Anything contained in these specifications shall not be construed to conflict with any of the e. Sprinkler control valves. contain the following information: b. Fittings shall be medium brass, screwed 125 pound class. above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, f. Routing of control wiring. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 2.03 ELDCTRICAL (HIGH VOLTAI;E) workmanship, or construction of a better quality, higher standard, or We hereby guarantee that the sprinkler irrigation system we have furnished A. All high voltage electrical service required for automatic controller and larger size than is required by the above rules and regulations, the g. Quick coupling valves. provisions of these specifications and drawings shall take precedence. and installed is free from defects in materials and workmanship, and the other equipment noted on drawing for irrigation system will be provided by work has been completed in accordance with the drawings and specifications, others. h. Other related equipment as directed by the A-rchitect. ordinary wear and tear and unusual abuse or neglect excepted. We agree to D. Superintendent: repair or replace any defects in material or workmanship which may develop B. Provide approved type enclosure for meter, similar to that ner-ufactured by 6. On or before the date of the final site review, the Contractor shall during the period of one year from the date of acceptance and also to 11yers Electrical Products, Inc. (213) 724-0450, model as specified on 1. A superintendent satisfactory to the owner's Representative shall be deliver the corrected and completed sepias to the Architect. Delivery present on the site at all times during progress of the work. repair or replace any damage resulting from the repairing or ��lacing of drawing. Enclosure shall be of adequate size to house automatic controller of the sepias will not relieve the Contractor of the responsibility of such defects at no additional cost to the Owner. We shall make such specified on drawing. Enclosure shall be zinc coated steel, mininLm 12 furnishing required information that may be anitted from the prints. repairs or replacements within a reasonable time, as determined by the gauge thickness. Cabinet shall be protected against corrosion in 2. The Superintendent shall not be changed except with the consent of the Owner, after receipt of written notice. In the event of our failure to accordance with U.L. 50, Cabinets and Boxes, Section 13. Exterior covers Owner's Representative. C. Controller Charts: make such repairs or replacements within a reasonable time after receipt of to be minimum 14 gauge steel and shall have padlocking provisions. 3. The Superintendent shall be authorized to represent the Contractor. written notice from Owner, we authorize the Owner to proceed to have said Deadfront shall be a hinged type, 16 gauge minimum, and shall not require 1. As-built drawings shall be approved by the Architect before controller repairs or replacements made at our e)l ense and we will pay the costs and the use of installation or servicing. All factory instalIEd components charts are prepared. charges therefore upon demand. shall be U.L. listed. All factory installed conductors shall be copper, E. Explanation of Drawings: size and type to conform: to NEC and U.L. requirements. Enclosure shall be 2. Provide one controller chart for each controller supplied. PROJECT: _,_s _ __ _ _ _ furnished with a detachable sub-base with 1/2 inch diameter bolts. 1. Due to the scale of drawings, it is not possible to indicate all Mounting bolts shall not be visible outside the enclosure after offsets, fittings, sleeves, etc. , which may be required. The 3. The chart shall show the area controlled by the automatic controller CONTRACTOR: _ PHONE NO.:_ ._._.�__-_------ installation on sub-base. Enclosure finish shall consist of one coat zinc contractor shall carefully investigate the structural and finished and shall be the maximum size which the controller door will allow. "` ---���~�� chromate primer and two coats baked enamel paint. conditions affecting all of his work and plan his work accordingly, -, furrrishiW smIr- fittings, etc., as may be required to meet such The chart is to be a reduced drawing of the actual as=built system, of ADDRESS• "`� - �• � conditions. Drawings, are generally diagrammatic and indicative of 4• C. All connections between electrical services and equipment shall be in rigid a maximum size that will fit inside controller housing, double sided _ galvanized electrical conduit, with conduit and wiring size as required. the work to be installed. The work shall be installed in such a -~ �' '- �• - manner as to avoid conflicts between irrigation systems, planting and if required for readability. architectural features. 5. The chart shall be a blackline print and a different color shall be DATE OF ACCEYi14JCL: used to indicate the area of coverage for each station, using pastel 2.04 ELECTRICAL (LOW VOLTAGE) 2. The word Architect as used herein shall refer to the Owr;c or transparent colors. 2.M�-P-AA---ate A. Connections between controller and remote control valves shall be made with authorized representative. 6. When completed and approved, the chart shall be hermetically sealed direct burial AWG-UF, 600 volt wire, insulation thickness 3/64 • inch, " 3. All work called for on the drawings by notes or details shall be between two pieces of plastic, each piece being a mininLun 20 mils. 2.01 MATERIALS utilizing law density high molecular weight polyethylene insulation. furnished and installed whether or not specifically mentioned in the specifications. 7. These charts shall be completed and approved prior to final acceptance A. General: Use only new materials of brands and types noted on drawings specified herein, or approved equals. J � B. Splices, where permitted, shall be waterproofed using Rain Bird, Pen-•'1'lt of the irrigation system. Connectors or fusable heat shrinking tubing, and housed in a box. Boxes 4. The Contractor shall not willfully install the irrigation system as 2.02 PIPE & FITTINGS for other irrigation use may be utilized for this purpose. shown on the drawings when it is obvious in the field that D. Operation and Maintenance Manuals: obstructions, grade differences or discrepancies in area dimensions C. Wire sizing shall be a minimum of #14 "UF" 600 volt underground wirii#g, A. Pressure Main Line Piping and Fittings: Sizes 2-1/2 inches or larger shall exist that might not have been considered in engineering. Sm-h 1. Prepare and deliver to the Architect within 10 calendar days prior to unless a shielded cable is used in which case 418 wire may be used. C6mzon be P.V.C. class 315 solvent weld type or (as a contractor option) rubber obstructions or differences should be brought to the attention of the completion of construction, two hard cover binders with three rings gasket type, unless otherZvi� wire to be white in color, and all others a different color. Owner's authorized representative. In the event this notification is containing the following information: e noted on drawing. not performed, the irrigation contractor shall assume full 2.05 GATE VALVES responsibility for any revision necessary. a. B. Pressure Main Line Piping and Fittings: Sizes 2 inches and smaller shall be Index sheet stating Contractor's address and telephone number, list of equipment with name and addresses of local manufacturer's V Schedule 40 P.V.C. A. 3 inches and smaller (unless otheneise noted on Drawings) : ASTM 13,62 brass 5. Work of this Section which is allied with the work of other trades representative. C. Non-pressure lines (buried) : Shall be P.V.C. class 200. body. 150 pound saturated steam rated; with screwed joints; non-rising shall be coordinated as necessary. seem: screwed bonnet,, solid disc. Provide with handwheel. b. Catalog and part sheets on every material and e;uiproent installed F. Underwriters Laboratories: Electrical wiring, controls, motors, and under this contract. D. Non-pressure lines (surface) : Shall be P.V.C. schedule 40. 2.06 QUICK C(xJPLIPU VALVES devices shall be U.L. listed, and so labeled. E. Road crossing sleeves: Shall be P.V.C. class SIS. C. Guarantee statement. y. One piece type brass body, 150 pound class, with 3/4 inch female threads 1.03 SUBMITTALSopening at base, permitting operation with a special connecting device d. Complete operating and maintenance instruction on all major F. All pipe and fittings shall conform to specific requirements as folly: (coupler) designed for this purpose. A. Material List: p"'- "t' 1. P.V.C. (Solvent Weld or Rubber Gasket) 1.. Coupler threads: lug type 1. The Contractor shall furnish the articles, equipment, materials, or 2. In addition to the above mentioned maintenance manuals, provide the a. Pipe: Manufactured from virgin polyvinyl chloride compound in processes specified by name in the drawings and specifications. No Owner's maintenance personnel with instructions for major equipment 2. Hinge cover• Provide with rubber-like vinyl cover. substitution will be allowed without prior written acceptance by the and show evidence in writing to the Architect at the conclusion of the accordance by with ASTM D 1784 or ASTM D 2241, cell classification Architect. project that this service has been rendered. 12.454B, hydrostatic design stress rating not less than 2,000 _ p.s.i. CHECK VALVES 2. Complete material list shall be submitted prior to performing any b. Fittings (solvent weld or thread) : Standard weight, schedule 40, A. : Swing check valve, 2 inches and smaller on non-p%essire lines: bronze or work. Material list shall include the manufacturer, model number and E. Equipment to be Furnished: side gated, injection molded P.V.C. ccKmplying with ASTM D 1784, plastic construction, 100 pound s.w.p. female i.p.:�. description of all materials and equipment to be used. cell classification 13454B, including threads when required. 1. Supply as part of this contract the following tools: B. ,Antidrain valve: plastic construction, with soft compesiticr,. disc, 3. Fcuipment or materials installed or furnished without prior approval stainless steel internal parts. Spring tension adjustable from 4 p.s.i. to of the Architect may be rejected and the Contractor required to remove a. Two keys for o ni valve boxes. C. Fittings (rubber gasket) : Schedule 40 injection threaded outlets y n9 shall be required, with stainless steel bands and support 15 .p.s.i. Valve may be an integral part of sprinkler head. such materials from the site at his own expense. gussets. All tees and ells supported with an angle brace as-a b. One 36 inch soil probe, Oakfield Model B. part of fitting. Similar in all respects to those manufactured by 4. Approval of any item, alternate or substitute indicates only that the alled in full accordance with manufacturer product or products apparently meet the requirements of the drawings C. Two keys for each automatic controller. recommendations. and specifications on the basis of the information or samples submitted. d. One quick-coupler key and matching hose swivel and globe valve d• Fittings (2" through 8") slip type may be used, but must be for every ten, or fraction thereof, valves installed. similar in all respects to those manufactured by Cal Am 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement 2. The above mentioned equipment shall be turned over to the Owner at the Manufacturing Company and installed in accordance with their the guarantee, conclusion of the project. Before final acceptance can occur, recomariendations. evidence that the Owner has received material must be shown to the 2. Surface installation: Pipe and fittings shall have additional compound B. Record and As-Built Drawings: Architect. for ultra-violet resistance, Schedule 1. The Contractor shall provide and keep up to date and complete "as- 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 3. P.V.C. nipples shall be schedule 80 with molded threads. built" record set of blue-line ozalid prints which shall be corrected daily and show every charge from the original drawings and A. Handling of P.V.C. Pipe and Fittings: The Contractor is cautioned to specifications and the exact "as-built" locations, sizes, and kinds of exercise care in handling, loading, unloading, and storing of P.V.C. pipe equipment. Prints for these purposes may be obtained from the and fittings. All P.V.C. pipe shall be transported in a vehicle which Architect at cost. This set of drawings shall be kept on the site and allows the length of pipe to lie flat so as not to subject it to undue shall be used only as a record set. bending or concentrated external load at any point. Any section of pipe oAT PVR veo that has been dented or damaged will be discarded and, if installed, shall CITY OF RANCHO C U C A M O N G A 2. These drawings shall also serve as work progress sheets and shall be be replaced with new piping. the basis for measurement and payment for work completed. These drawings shall be available at all times for site reviews and shall be 1.05 SUBSTITUTIONS kept in a location designated by the Architect. Should the record VICTORIA VINEYARDS NORTH blueline as-built progress sheets not be available for review or not A. If the Irrigation Contractor wishes to substitute any equipment or STREETSCAPE up to date at the time of any site reviews (refer to Section 3.02-13-3 materials for those equiprent or materials listed on the irrigation - Observation Schedule) , it will be assumed no work has been completed drawings and specifications, he may do so by providing the following and the Contractor will be assessed the cost of that site visit at the information to the Architect for approval: current billing rate of the Architect. No other inspections shad IRRIGATION SPECIFICATIONS take place prior to payment of that assessment. 1. Provide a statement indicating the reason for making the substitution. PREPARED B Y: PREPARED FOR: Use a separate sheet of paper for each iter to be substituted. 3. The Contractor shall make neat and legible notations on the as--built LSAT[ the work proceeds, showing the work as t iterature performance charts and flow A T-Y IND O sv �.-res: progress sheets daily as e p , 9 2. Provide descriptive catalog 1 , pe ctry [NOINt=a p.c.[. No. actually installed. For example, should a piece of equipment be charts for each item to be substituted. installed in a location that does not match the plan, the Contractor DESIGN ii[COMMENO[O manner or MORSE CONSULTING GROUPPU°� CONSULTING APE �,, "e o,-% ,S must indicate that equipment has been relocated in a graphic mann 3. Provide the amount of cost savings if the substituted item is LYON A.I.C.AIC as to match the original symbols as indicated in the irrigation approved. PWPLANNING •ENGINEERING•LANDSCAPE ARCHRECTURE '•`°'""°"`�"'""""'�� legend. The relocated equipment and dimensions will then be O ( 0-4 DRAWN ■'Nt o��,t�on�t t�woUui eN[R 4860 IRVINE BOULEVARD, SUITE A�201 AteWILLIAM . • � JOB # 240-46 SP-2 Os 51 transferred to the original as-built plan at the proper time. 4. Approval of any item as a substitution or alternate is for desicp IRVINE,CALIFORNIA 92714-1299 cLYON �o'd?2h Q/�21 A I C only, based on information or samples provided by the Contractor. (714) 7307117 / - �' CHaCKSO 1 C / D DRAWING NIC. 8540 ARCHIBALD SUITE B I I �8 L RANCHO CUCAMONGA• CALIFORNIA 91730 A•I•C• DATE 2'08 BAQKFIAW PREVENTION ( Ts B. Observation Schedule: D. Trenching and Backfill Under Paving: 3. Identification tags shall be attached to each remote control valve A. Backflow preventor: designed to operate on a "reduced pressure" principle; 1. Contractor shall be responsible for notifying ^ G showing number that corresponds with controller sequence. Tags shall I� Eying the Architect in advance 1. Trenches located under areas where paving, asphaltic concrete or be manufactured of polyurethane Behr Desopaid, yellow in color with equipped with gate valves cord field test cocks. for the following observation meetings, according to the tine concrete will be installed shall be backfilled with sand (a layer 6 black letters 2-3/4 inches by 2-1,/4 inches. F. hie strainers at backflow prevention units shall be 125# class cast brass indicated: inches below the pipe and 3 inches above the pipe) , and compacted in with 40 mesh morel screen, unless othenii:a ncted on c►ra%vir.5. layers to 95% compaction using manual or mechanical tamping devices. 4. All boxes shall be permanently marked on top, desiclnating type of a, Pre-job conference - 7 days Trenches for piping shall be compacted to equal the compaction of the equipment installed therein stenciled in 2" high black letters/numbers 2.09 Auia f7c oomrROU " existing adiacent undisturbed soil and shall be left in a firm using AVERO black, ND. 206M paint or approved equal. b. Backflow assembly location - 48 hours unyielding condition. All trenches shall be left flush with the 3.04 TE79PORARY REPAIRS adjoining grade. The Sprinkler Irrigation Contractor shall set in A. Type: ft im automatic operation, capable of operating the nunt�er of c, Pressure supply line installation and testing - 48 hours place, cap, and pressure test all piping under paving prior to the stat;cx� �rld type indicated on Drawings, paving work. A. The Owner reserves the right to make temporary repairs as necessary to keep 1. Wall mount type in a housing with locking hinged cover. d. Automatic controller location - 48 hours the sprinkler system equipment in operating condition. The exercise of 2. Piping under existing walks is generally done by jacking, boring or this right by the Owner shall not relieve the Contractor of his • Automtic oorYtroller shall be counted in electrical pedestal. e• Conte wore installation - 48 hours hydraulic driving. Any cutting or breaking of sidewalks and/or responsibilities under the terms of the guarantee as herein specified. concrete necessary shall be performed by the Contractor and paving 2.10 F421M 0ONTHL VALVES f. Lateral line and sprinkler installation - 48 hours replaced as a part of the contract cost. Permission to cut or break 3.05 MOISTURE SENSING EQUIPMENT sidewalks and/or concrete shall be obtained from the Architect. No A. Valve type: spring-loaded, packless diaphragm activated, normally closed 9• Coverage test - 48 hours hydraulic driving will be permitted under asphaltic concrete paving. A. Locate in field as directed by owners Representative and'City Representative type with plastic body, equipped with flow control and pressure regulation h. Final site review - 7 days 3. Coordinate installation of piping and wires under paved areas with B. Check the system to ensure that sensors are orerating correctly, not less capabilities where noted. General Contractor. than four times over a 30-day period. adjust or relocate moisture sensing B. Valve solenoid: 24 volt a.c. 4.5 watt maximum, 500 milli-amp maximum surge, 2. When observations have been conducted by other than the Architect, equipment as necessary. ccrrosicn-proof, stainless steel construction, epoxy encapsulated to form a show evidence in writing of when and by whom these observations were 4. The installing contractor sway (but is not required to) install sleeve made. for future installation of water lines and wires, unless otherwise C. Any relocation of. equipment required shall be within 1� feet of oric,in��3 single integral unit. noted. ]ccation and shall be a part of the o k of this Section pNo si- .LA. tee: 3. No site observations will commence without as-built drawings. In the N01" ono -rwo- As-e5u,t'-r �w1r�r 1 C. Provide bleeder valve to permit operation in the field without power at the event the Contractor calls for a site visit without as-built drawings, E. Assemblies: 3.06 FIELD QUALITY ODNTRCL controller. event completing previously noted corrections, or without preparing 2.11 SAIL ISt N SPRINKLE HEJAW the system for said visit, he shall be responsible for reimbursing th1. Routing of sprinkler irrigation lines as indicated on the drawings is A. Adjustment of the System: Architect at his current billing rates per hour, portal to portal, diagrammatic. Install lines (and various assemblies) in such a manner A. Sprinklers shall be similar in all respects to type noted in legend on (plus transportation costs) for inconvenience. No further site visits as to conform with the details per plans. 1. The Contractor shall adjust all sprinkler heads and valves for optimum drawing. will be scheduled until this charge has been paid and received. ., performance and to prevent as much as possible any overspray onto 2. Install Plc multiple assemblies in walks and roadways. No a is permitted on p plastic lines. Provide each Y spray I� buildings. B. Beads shall have screw adjustments. C. Final Observation Prior to Acceptance: assembly with its own outlet. 2. If it is determined that adjustments in the irrigation equipment will (p 1. The Contractor shall operate each system in its entirety for the 3. Install all assemblies specified herein in accordance with respective provide proper and more adequate coverage, the Contractot shall make C. Nozzle shall rise a minimum of __ _ _. inches. , CIIYNWoArchitect at time of final observation. Any items deemed not detail. In absence of detail drawings or specification pertaining to such adjustments prior to planting. Adjustments may include changes D. Body shall be equipped with a built-in check valve. acceptable by the Architect, or not in compliance with these specific items required to complete work, perform such work in in nozzle sizes or degrees of arc, as required. specifications and drawings, shall be reworked to the complete accordance with best standard practice, with prior approval from satisfaction of the Architect. Architect. 3. All sprinkler heads shall be set perpendicular to finished grades 2.12 ROTARY SPRINKLER DADS unless otherwise designated on the plans and at height aril distance 2. The Contractor shall show evidence to the Architect that the Owner has 4. P.V.C. pipe and fittings shall be thoroughly cleaned of dirt, dust and from walks, buildings, etc, as noted. A. Type: gear driven, with pop-up sprinkler heads. Lawn and shrub type heads received all accessories, charts, record drawings, and equipment as moisture before installation. Installation and solvent welding shall be a Hated in legend. required before final observation can occur. methods shall be as recc4Taended b the B. Testing of Irrigation System: �N y pipe and fitting, manufacturer. 1. Equipped with built-in check valve D. Physical Layout: 5. On P.V.C. to metal connections, the Contractor shall work the metal 1. Test all pressure lines under hydrostatic pressure of 150 pounds per connections,first. Teflon tape or apprc�;ed equal shall be used on all square inch, and prove watertight,, 6, u1rtS. mi"IMurn. B. Part circle heads shall have arc setting as noted. 1. Alli in p p g or equipment shown diagrammatically on drawings outside threaded P.V.C. to P.V.C., and on all threaded P.V.C. to metal joints. 2 Testi of main lines shall occur planting areas shall be installed inside planting area whenever Light wrench pressure is all that is required. Where threaded P.V.C. � pressure prior to installation of 2,13 SMALL SHRUBBERY SPRINKLER HEADS possible. connections are recuired, use threaded P.V.C. adapters into which the electric control valves, quick couplers or any other equirrient that pipe may be welded, might prevent a proper test from being performed. A. Sprinklers shall be similar in all respects to type noted on drawing. 2. Prior to installation, the Contractor shall stake out all pressure 3. All piping under paved areas shall be tested under hydrostatic B. Where noted, pop-up type body shall be used, with height as noted in legend supply lines, routing and location of sprinkler heads. 6. Install backflow assemblies in shrub areas at minimum height permitted pressure of 150 pounds per square inch, and proved watertight, prior on drawing. 3. All layout shall be approved by Architect prior to installation. by local code. to paving. 7. Quick coupling valves: Unless otherwise indicated, locate valves 4. Sustain pressure in lines for not less than 6 hours. If leaks C. Body shall be equipped with a built-in check valve. 3.03 INSTALLATION within 12 inches of hardscape. develop, replace joints and repeat test until entire system is proven 2.14 MOISTURE SENSING EQUIPMENT watertight. A. General: 8. Backflow prevention unit and controllers; Verify exact location with resentative^Np crtY fL ES TA'C7vE. A. Provide model as shown on drawing for lawn and ground Dover areas, as the Owner's Rep � 5. All hydrostatic tests shall be made only in the presence of the manufactured by Hydtedyne. 5•(5TGr*%,kT(G 1KAt �PrT1oN. 1. All plastic pipe and fittings shall be installed in c(vpl.ete accord Et^fY Ini�P�ToI'L No with manufacturer instructions for same. F. Electrical Supply: pipe shall be completely backfilled until it has been inspected, 1. Provide low voltage wires to each remote control valve controlled by tested and approved in writing. 2. If gasket type pipe and fitting are used, provide concrete thrust 1. 115 volt electrical service for automatic controllers shall be sensor• blocks at each change of direction and at terminal points of all ung po provided for by others. 6. Furnish necessary force pump and all other test equipment. 2. Length of units shall be as noted on drawings. rubber gasket piping. Block in accord with pipe manufacturer's instructions. 2. Electrical service for pumps shall be provided as noted on drawing. 7. When the sprinkler irrigation system is completed, perform a coverage 3. Unit shall be equipped with central bypass system. test in the presence of the GtT`(' , to determine if the water 3. Line Clearance: All lines shall have a minimum clearance of 6 inches 3. Low voltage wiring shall be placed in the same ditch and along side of coverage for planting areas is complete and adequate. Furnish all 2.15 VALVE BOXES from each other and from lines of other trades. Parallel lines sha11 main lines unless otherwise approved. materials and perform all work required to correct any inadequacies of not be installed directly over one another. coverage due to deviations from plans, or where the system has been A. Valve boxes shall be fabricated from a durable plastic material resistent 4. When more than one wire is placed in a trench, tape wires together at willfully installed as indicated on the drawings when it is obviously maximum 1feet on center. , without bringing this to the attention of the Architect. to weather,, sunlight and chemical action of soils. B. Trenching: i0 inadequate B. Valve box extensions shall be by the same manufacturer as the valve box. 1. Excavate trenches to required depths. Follow approved layout for each 5. Provide a 12 inch expansion loop at each correction aril directional This test shall be accomplished before any Ground cover is planted. system, change. 8. Upon completion of each phase of work, entire system shall be tested C. Gate valve boxes shall be round plastic boxes with flex lock covers, CARSON and adjusted to n+eet site recuirenents, or approved equal. 2. Trench bottom shall be flat to ensure piping is supported continuously 6. Use a continuous wire between controller and rEmte control valves. on an even grade. Except as otherwise approved, do not splice wire at any point. All 9. Low voltage wiring under paving shall be tested for rxvtinuity, prior D. Remote control valve boxes shall be rectangular plastic boxes, CAPSCN or approved splices shall be enclosed in an acceptable box. to paving. approved equal, with hinged covers with flex lock. 3. Where lines occur under paved areas, consider dimension to be below the subgrade. 7. Each controller shall be provided with separate ground wire. 3.07 MAINrENAICE 3.00_ EX-nr'rrrloN G. Automatic Controller: A. The entire 4. Provide minimum coverage as follows: sprinkler irrigation system shall be under full automatic 3.01 SITE CONDITIONS operation for a period of seven days prior to any planting. a, Pressure supply lines (2-1/2 inches and smaller) : 18 inches 1. Install as per manufacturer's instructions. Remote control valves A. All scaled dimensions are approximate. The. Contractor shall check and shall be connected to controller in numerical sequence as shown on the B. The Architect reserves the right to waive or shorten the operation period. drawings. verify all size dimensions arid, receive Architect's approval prior to b. Pressure supply lines (3 inches and larger: 24 inches 9 c u e,°400 SAALL co��+e�_ra�ca �orh -rt-IE c'r( IrasP�cTotz , ,o. igo ao•Y ,",^,NrEn,�+�vice proceeding with work under this section. 3.08 CLEANUP c. Non-pressure lines: 12 inches 2. Controller shall be mounted, inside an electrical pedestal.Au- C�-ANETS p To E. , Fa�1•�7�n P�rz ATY'S o1Re_c-TtoN A. Clean- shall be B. Exercise extreme care in excavating and working near existing utilities. H. Flush' of System: Clean-up performed as each portion of the work progresses, Refuse Contractor shall be responsible for damages to utilities which are caused d. Control wire: 18 inches an9 Y and excess dirt shall be raroved from the site, all walks and paving shall by his operations or neglect. Check existing utilities drawings for be broomed or washed down, and any damage sustained to the work of others connected, all necessary diversion work has been complete existing utility locations. e. Road crossing sleeves: 24 inches 1. After all new sprinkler pipe lines and risers are in place and baand prior arra shall be repaired and work returned to its original condition. C. Coordinate installation of sprinkler irrigation materials including pipe, C. Backfilling: to installation of sprinkler heads, the control valves shall be opened 3.09 OPERATING INSIX=IONS so there will be NO interference with utilities or other construction or and full head of water used to flush out the sy=;ter::. A. The Contractor shall be required to train Owner's maintenance personnel in difficulty in planting trees, shrubs, and ground covers. 1. Buried pipe in trenches shall be center loaded only until all recpIred proper operation of all major equipment. Provide written evidence of the tests are performed. Trenches shall be carefully backfilled, with the sprinkler heads shall be installed only after flushing of the system person or persons so trained to the Architect. D. The Contractor shall carefully check all grades to satisfy himself that he excavated materials approved for backfilling, consisting of earth, has been accomplished to the complete satisfaction of the Architect. may safely proceed before starting work on the sprinkler irrigation system. loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in I. Sprinkler Heads: 3.02 PREPARATION landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without 1. Install the sprinkler heads as designated on the drawincs and in di sunken areas raiur. s or other surface irr accordance with their respective detail. A. Water Supply: dips, r P egularities. 1. The Owner will provide new meters. 2. A fine granular material backfill will be initially placed on all 2. Spacing of heads shall not exceed the maximum indicated on the DATE APPA9VE0 lines• No foreign matter larger than 1/2 inch in size will be drawings. In no case shall the spacing exceed the maxinuri recararenaea CITY OF RANCHO CUCAMONGA 2. Sprinkler irrigation system shall be connected to water supply points permitted in the initial backfill. by the ararmfacturer, of connection as indicated on the drawings. 3. Floodingof trenches will be permitted only with J. Valve Boxes: pe y approval of the 3. Connections shall be made at approximate locations as. Shown on Architect. 1. All buried valves and ecVICTORIA VINEYARDS NORTH drawings. Contractor is responsible for minor changes caused by ,,jiprrent shall be installed with a proper box. actual site conditions. 4. If settlement occurs and subsequent adjustments in pipe, valves, 2. Fill area under box with a minimum of 3 cubic feet of pea gravel STREETSCAPE sprinkler heads,, lawn or planting, or other construction are before box is installed. necessary, the Contractor shall make all required adjustments without cost to the (,:Ter. I IRRIGATION SPECIFICATIONS PREPARED BY: PREPARED FOR: C AT19 APPAOVED WY CITY ENDINQR /� �- R.C.E. NO. MORSE CONSULTING GROUP DESIGN A[CDMMENDEO MORSE CONSULTING GROUP PLANNING •ENGINEERING�LANDSCAPE ARCKlTECTURE LYON A.I.C. Pu�,Mc•�^'�°"C°�A"f � LAuKa�o�S DRAWN ■h+[ °�VC C.ALFIAs'1 2 7141Dw r"DLWAT SHEET 4860 IRVINE BOULEVARD, SUITE#201 rom1ha,,3,V. JOB # 240,46 IRVINE,CALIFORNIA 92714.1299 9fie WILLIAM LYON A•I•c• sP-3D,- 51(714) 730 7117CHECKED DRAWING NC. 8540 ARCNIBALD SUITE B A.I.C. JJ ( I �8• L� RANCHO CUCAMONGA, CALWORN1A 91730 DATE NOTE: QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS & LANDSCAPE SPECIFICATIONS PLANTING LEGEND: INSTALLING ALL PLANT MATERIAL INDICATED ON THE PLANS -- eff �uy��_ . IN THE CONFIGURATIONS SHOWN SLI`)f 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 12. ALL TREES SHALL BE PLANTED A MINIMUM OF 3'-0" FROM WALLS, BUILDINGS, TREES : - -- AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR WALLS, AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED - - ---- - --- -- - ---- - - - - - ----- - SIZE REMARKS QUANTITY BUILDING LAWS. IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. SYMBOL KEY BOTANICAL NAME COMMON NAME 11�e PLe4j 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURKISHING OF ALL LABOR, 13. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE AND QUALITY. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. • BP BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL. 35 LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. _ J��. V41 14.14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "NINES NURSERY"_* t3 '1a1P't . •" �C EC EUCALYPTUS CLADOCALYX SUGAR GUM 15 GAL. 2/2 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE STANDARDS FOR SIZE AND QUALITY. 12.E�. !"" `- PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK = - 1Ll - T -f� LX � AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY 44 - - DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION. EN EUCALYPTUS NICHOLII NICHOLM WILLOW-LEAFED 15 GAL. PEPPERMINT ' IF'E' 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 EM EUCALYPTUS MACULATA SPOTTED GUM 15 GAL. 150 Gu'f WIR5S - TO ts NO Gtf>5E� OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT. "t�•G°SN 3 4F ANY gkcuL,4moIi TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE O ER EUCALYPTUS RUDIS DESERT GUM 15 GAL. 94 �T}•} GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT'. 17. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR -. MANNER WITH A MINIMUM RADIUS OF 3' TYPICAL. 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, JM JACARANDA MIMOSIFOLIA JACARANDA 24" BOX 112 MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 18. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL (TO BE TAGGED BY LANDSCAPE ARCHITECT) P,21C`FLAI mix AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER OR FENCE PER DETAIL. KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE ?A 11 BOX MATCHED STANDARD 121 ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER X �Il � )� � �-0-rkms -u., CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED lg, ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT AND TO BE TAGGED BY LANDSCAPE ARCHITECT) 6' BRANCHING HT. Z I TO DRAIN AWAY FROM WALK,. DRIVEWAY LOCATIONS. LLL Tkv,5,:� IN TO 9F AR e^6 To F IN�t�.L W Al2�?1G' 11 tJ�� 6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED 20, ALL VINES IN TURF AREAS SHALL BE INSTALLED IN CONCRETE VINE COLLARS �. LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15. GAL. DARK PINK, PINK & LAVENDAR 60 AS NOTED ON PLAN SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SHOULD PER DETAIL. 24" BOX AND LARGER BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. 21. MAINTENANCE SHALL BEGIN WHEN THE G►"rY r;l•if�'r`J�K• OR HIS 7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL. FALL COLOR 596 COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND FERTILIZER SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST SOILS AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO REPORT. AyAll.ASIE FROM TH>✓ WM._�`CoN Co._ CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PA PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX MATCHED STANDARDS 7 PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING (TO BE TAGGED BY LANDSCAPE ARCHITECT) 6' BRANCHING HT. TQ: THI EXTENT FEASIBLE ALL kREAS TO BE LANDSCAPED ' SHOULDI B& AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER. CARE AND V.I.T. TWIST ��ACE CROSSRIPPED OR OTHERWISE TILLED TO ' A DEPTH OF 9 - 12 INCHES. NQi UPKEEP. t CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS OF 3:I OR GREATER. PE PINUS ELDARICA MONDELL PINE 15 GAL. 795 IN ADDITION, ALL' ROCKY MATERIAL IN EXCESS OF 1 INCH IN DIAMETER SHOULD FINAL APPROVAL AND ACCEPTANCE OF WORK .WILL BE GIVEN AT THE END OF M _ BE REMOVED TO A MINIMUM 6 INCH DEPTH. THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN 100 PERCENT - GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. EL EUCALYP-ru5 LEdCoxyLAIJ k1HITE IRvI�BPRK 15 6AL, 183 FOR TURF AND GROUNDCOVER PLANTING THE FOLLOWING AMENDMENTSCITY OF R.C. RESERVES THE OPTION TO EXTEND THE MAINTENANCE SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TOPERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT SHRUBS' ILS 1 A 4 - 6 INCH DEPTH BY.MEANS OF ROTOTILLER OR EQUAL:. AMOUNT PER,1,000 S.F. rc DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO ESTABLISH QUANTITY c SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS 2 I { /►�rI�F•Mb 4 CU. YDS: NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED PLANT MATERIALS. - X FROM REDWOOD, FIR OR CEDAR SAWDUST 15 LBS. 12-12-12 COMMERCIAL FERTILIZER 22. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF J ,• •• : AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. @ 18" O/C BLUE FLOWERS 16,142 THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES THE DEPTH OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. Y u LL FLOWER 5,932 y u u OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION @ u" "u " - AG ABELIA GRANDIFLORA EDWARD GOUCHER ABELIA 1 GAL. 3 O/C - PINK MIX �� • ` � AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL OF MAINTENANCE PERIOD. "EDWARD GOUCHERPSI?- RS T - MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING 23. TURF HYDROSEED MIX: FORMULA: SEED: 90 % FALCON FESCUE • � X {���>✓rE� O� ACX-�T�L� _ y��Yy�Y Y� BL BOUGAINVILLEA BOUGAINVILLEA 1 GAL. @ 3' 0/C RED FLOWERS 2,25 10 % MERIT KENTUCKY BLUE yYyy Y""` .. " 6 PARTS BY VOLUME ONSITE SCREENED SOIL AT APPLICATION RATE 12 LBS. PER 1,000 SQ FT. LA JOLLA �P ;✓r= iN T,_1e- TO �� 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE ' �l�P � 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX M BINDER SOILS STABILENT 60 GALLONS PER ACRE. ��'�'�'��������i �����' " 11�1Gf P,u,W 1N�p�� 2 LBS. IRON SULFATE PER CU: YD. OF MIX 1155YI I i HN HELIANTHEMUM NUMMULARIUM SUNROSE 1 GAL @ 30 O/C 2 150 LBS /ACRE GRO-POWER HI-NITROGEN 14-4-9 THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN 24. GROUNDCOVER HYDROSEED MIX: HS HEMEROCALLIS SPP DAYLILY I GAL. @ 12" O/C YELLOW FLOWERS 15,302 5 GAL TREE B ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER SEED: K LBS/AC. PURITY GERMINATION PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS GAZANIA SPLENDENS 12 70 % 85 % PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME WELL GAILLARDIA PULCHELLA 3 85 % 75 % °° °°° ° ° ° ° ° ° HG HETEROPTERYS, GLABRA RED WING 5 GAL. @ T O/C Y LLOW FLOWERS 92 ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE ALYSSUM 'CARPET OF SNOW' 2 95 % 80 % .o oo°oo°oogoo'�°o DECREASED. O'CONNORS LEGUME 1 98 % 85 % . . . . . . . . + + + + + + + 8. HYDROSEEDING EQUIPMENT CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE + + + ++ + ++ + LM LANTANA "MONTEVIDENSIS LANTANA 1 GAL @ T O/C PURPLE FLOWERS 535 M BINDER SOILS STABILENT 60 GALLONS PER ACRE. . .. .. ... . + USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTQM AND WITH 150 LBS /ACRE GRO-POWER. HI-NITROGEN 14-4-9 .. ..:..:. . .. AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND 25. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW MP MYOPORUM PE�RVIFOLIUM "�IYOPORUM 1 GAL. @ 5' 0/C PINK FLOWERS 1022 HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLAN': MATERIAL. SOLIDS FOR EACH 100 GALLONS OF WATER. TJ TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL 30" O/C WHITE FLOWERS 1,752 - R. 1;11 d a e areas Shown on these )Ila I Ile 71te iilta i ned � I�.U1JI� �`� ter- 9. HYDROSEEDING 72 4 by the dev ' I ennex o a lzrndgcape Ma.intenzlnce Imo- -� -� l _ G� District . SIto111d rhes ex�jj nto a. Fk-lvate I PF PHOTINIA FRASERI PHOTINIA 5 GAL. @ T O/C A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER Naintenal�l.ee Agso on. ha sed. act. theaend use 0 W *RNMIR the irri n syste:•�s wl l L be �nod.i.Fiecl. to be ca�tutee tNe Q MULCH. i y s stem. the developer. X - B. BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED Pr Y PV PITTOSPORUM TOBIRA VARIEGATED PITTOSPORUM 5 GAL. @ 5 O/C WHITE FLOWERS 7 5 AND WATERED AS SPECIFIED. � y - "o-Te *26 VARIEGATA 5 GAL. @ 5' O/C WHITE TO LIGHT BLUE 576 C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX k�-�' PA PLUMBAGO AURICULATA CAPE PLUMBAGO .COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES 23 do 24. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE t Io.�}i• AND AS APPROVED. PSC PYRACANTHA "SANTA CRUZ" SANTA CRUZ FIRETHORN 1 GAL. @ 5' O/C 289 10. ALL INSPECTIONS WILL BE MADE ' BY THE LANDSCAPE ARCHITECT AND THE = CITY OF R.C.. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST P� \ "` - ` " - 3563 =`r ;^z; RP RAPHIOLEPIS "PINKIE" INDIA HAWTHORN 1 GAL. @ 3' O/C PINK FLOWERS '�, X {�1�.1'•'IET�I`Z � L�-' TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION IS REQUIRED. 27. Any trees within 3 feet of walls, walks, curbs or other potentially ii. ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ON root-damaged. hardscape shall be installed with root control RO ROSMARINUS'OFFICINALIS DWARF ROSEMARY I GAL @ 4' O/C THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. containers. Prior to backfilling tree pits contractor shall have City 1,246 �- inspect deep root container installation. usE uT� s�o• o1�wIN� C�osA "PROSTRATUS" 15 GAL. TREES: DOUBLE STAKED PER DETAIL. CIwin -f`� �tD DI:TD�IL-5 �5f'' 1--�.��._� ������r✓-✓�_�e 24" BOX OR LARGER TREE: GUYED PER DETAIL. 28. Al l trees are to be located: ten feet from any light standard, power le or reinforced concrete box; five feet from any drive approach, VR VERBENA RIGIDA ST. PAUL PINK 1 GAL @ 3' O/C BRIGHT PINK FLOWERS 2823 pole, i I O ' fire hydrant, or underground structure (e.g. , catch basins, vaults) ; and 6 EQQ5.STRI� FENGE OFZ O `E ff, 44-C► three feet from any meter. XCC. XYLOSMA CONGESTUM XYLOSMA 1 GAL @ 3' O/C 5, 5 O 0 O "COMPACTA+� ..VINES: hL Q O 16" " ,�Ia�ccE NoTe 24, 4- t•88 IN p-ADtP-I- Pp, w fi��a�- O SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE REMARKS QUANTITY � r� mvtr 2� IP�c-� W 4 )h Co I<.Y•E ��ON W FP FIC PUMILA CREEPING FIL 5 GAL. 6-2 88 S Z/1 1"TtONAI- O Ho 3$4 3- s� egovi m P,c��s X02 �p M N I T I D U M a P'>t�i F Y J�cOT 2 R�eK NorCE 3.2 ��`j QC' FCCM% ��� � rH �-'I I I - < JN . JASMINU ANGELWINE JASMINE 5 GAL. WHITE FLOWER 108 P�I2�uST P T'arlTie X2,1 TMErIT�®PM 1x-23- �� ♦ JP JASMINUM POLYANTHUM JASMINE 5 GAL. WHITE/PINK FLOWER 16 GATE A AOVEO -{:-+Y`► O QQ CR CAMPSIS RADICANS COMMON TRUMPET CREEPER S GAL. RED FLOWER 127 CITY OF RANCHO CUCAMONGA COLIC• UIrIE COLLAR Irl PALL - _ _ 41 PT PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. f02 Q ' riJRF ARES OT�IL`( SEE � ��U� 5��� O O --- - . FTRACT 13279 -I - - VICTORIA VINEYARDS NORTH IN - GROUNDCOVER: � '`l-^C 9 -- BOTANICAL NAME COMMON NAME SIZE REMARKS FINISH GI�I�� _ __._ .. sYAABoI • GAZANIA 'SUNRISE YELLOW' GAZANIA FLATS 8" O.C. 71,400 SF STREETSCAP {. - - HYDROSEED MIX GROUNDCOVER -- SEE SPECIFICATIONS 335,851 SF -� .� _ 5 N -- SEE SPECIFICATIONS 475,626 SF NDSCAPE DETAILS, LEGEND & SPECIFICATION HYDROSEED MIX TURF J OATS58 � GfTYAPPRENOtNE=R f DEEIpN AEGOMMENOEO - M MORSE CONSULTING CROUP Mon?, Civ�meNo�Uu ACE C � \L�uFtA Ret-v%PLANNING!ENCINFrERINC LANDSCAPE ARCHrrECwRE LYON P.T.B. ,�-�.�„",x„M' DRAWN �+a 11aipnit ruypcsut ■HEFT SHRUBS @ WALK E PAC. I . DE SAC 4860 IRVINE BOULEVARD, SUrrE A�201 AlIeWILLIAM <p JOB N0. 240-46 SP-4Os�_ p TM IRVINE, CALIFORNIA 927141299 LYON 7�0�njz a��z r : P:T•B• A� G14ECKtD ORAWIN. NQ. (714) 7347117 j � x640 ARCHIBALD SUITE B I I r'JS'L RANCHO CUCAMONQA. CALIFORNIA 91730 OATS