Loading...
HomeMy WebLinkAbout1160-L 1P 4-+ not .4 • i - 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA , CALIFORNIA 91730 - HIGHLAND AVE. WK H AV tlt THE WILLIAM LYON COMPANY INC U) a 4 -PM ■ -- Ix SHEET INDEX 10185 �.. o ;z.r -- TR ■ X COVER SHEET C-1 CONSTRUCTION PLAN C-2 CONSTRUCTION PLAN w0.,P�.s .^ j t 1-1 IRRIGATION PLAN w -- ,-Nay, ' - r, - 1-2 IRRIGATION PLANIT ID T-1 TREE, VINE, & GROUNDCOVER PLANTING PLAN N Iq 1 -2 TREE, VINE, & GROUNDCOVER PLANTING PLAN ` N _ � r�- "� _ • , I wv cnecyc wsw S-1 SHRUB PLANTING PLAN S-2 SHRUB PLANTING PLAN N _ ,; J' - �`- °` --- ---- i ---------------- C4 - - D-1 CONSTRUCTION DETAILS -fir-�`._�"ti.tz��-�_ SIPMROW D-2 IRRIGATION, DETAILS & LEGEND © D,3. MEDIAN IRRIGATION DETAILS AND LEGEND w w FAIPJAGN ` 'r '' Cr SP-1 IRRIGATION SPECIFICATIONS i� QUANTITY ESTIMATE w SP-2 IRRIGATION SPECIFICATIONS � ' o - v U MORSECONSULTING GROUP MILLIKEN AVENUE SP-3 LANDSCAPE SPECIFICATIONS, LEGEND & DETAILS PLANNING 0 ENGINEERING • LANDSCAPE ARCHITECTURE (sPRR to Victoria Park Lane) _ C SOUTHERN PACIFIC RAILROAD GROUNDCOVER 32062 SO. FT. 4860 IRVINE BOULEVARD, SUITE #201 TURF 14,634 S.F. IRVINE, CALIFORNIA 92714-1299 MILLIKEN AVENUE r�1ANs SHEET KEY MAP (714) 730-7117 MILLIKEN AVENUE (Victoria Park Lane to Highland) `' • (Victoria Park Lane to Highland) & PLAN CHECK SUBMITTALS GROUNDCOVER 10,350 S.F. _ Submitted Department Returned Approved �,.. GROUNDCOVER 6,420 S.F. COBBLESTONE 81830 S.F. O B-210-8� ,nee�,n 10-1-0� TURF 27,2ro3 S.F. 8-'L(9-$"1 Plannyn lo-1-$-f ID-2°I-al nG�ef,n Z to-2q-$1 Plann�n NO SCALE nrrva & DELETE MEO!, 155 FROM QUr�1TIT�( ESTtI�iP.TES 5-24-SS ABBREVIATIONS VICINITY MAP � Avn M�o>�Ns To aUa�IJrlrY E�>TIMATE�RE�/1sESH1:E'7" ItJt�6X II- 2-a9 PROJECT SITE b c -o -sae, DuJ4. a M I!?fc �orz rn I-, ( -rREFrl7 �L @ AT DS. DUWNSpOUT INV. INVERT ELEVATION S. SEWER © UPPATtD � f CEr)T ��c*J�CT ��FE�•=lIC-3S /IIf11�% �'S���J A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH ♦y A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC SCH. SCHEDULE A.C. ASPHALTIC CONCRETE E.C. END OF CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRADE A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET SFIT. SHEET Q ALT. ALTERNATE E.J. EXPANSION JOINT LT, LEFT S.F. SQUARE FOOT, FEET w �Qtv ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS DESCRIPTION OF REVISION DATE APPROVED I-6ghland Ave. APPROX. APPROXIMATE E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE CITY OF RANCHO CUCAMONGA PACIFIC B.C. BEGINNING OF CURVE EX. EXIST. EXISTING MII. MANHOLE ST. STREET Baseline Rd. B.C. BOTTOM OF CURB F.F.E. FINISH FLOOR ELEVATION MIIJ. MINIMUM SFS. SURFACE FOUR SIDES �lo q PM 10185 & TRACT 13279 B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH T. TANGENT VINEYARDS NORTH VICTORIA T.C. TOP OF GUn3 BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT f.C.B. i0P Or CATC:1 „AS:iI oJ���P� ° Foothill Blvd.B. ° STREETSCAPE C.S GOND CONDUIT. BOTTOM F STEP F.FTS FEETSHFOOTFACE NO. , # ONMBER CENTER > Q Q n.F. TOP OF FOOTING 5 m > > MILLIKEN AVENUE C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER "..C. T P OF CRATE ra C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE j ° co � COVER SHEET C.J. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE T.P. TOP OF PAVING ° YUj 3 C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP Q T.W. TOP OF WALLUj �� Il r �_ .� w►Tt! �, C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED _SAM P.R.C. POINT OF REVERSE CURVE S,q o ADDROV[O Iry ( ` �� R.C.t, ND.' 22397 C.O. CLEAN OUT G.P.M. GALLONS PER MINUTE PL. L PROPERTY LINE TVP. TYPICAL ` ti DESIctryGN ENOtN[!1� CONC. CONCRETE GR. GRADING P.S.I. P�UNDS� PER SQUARE ITCH V. VOLTAGE DEtION RECDMMENDEC BERNARDINO FREEWAY 1 - 10 A &0n6 CONSULTING CROUP CONT. CONTINUOUS ORND. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL I �PI.INMhG FJ✓CJIVE£ROMG LANDSC.IPEARCM7ECrt1RE CSK. COUNTERSINK H. ,11T. HEIGHT R. , RAD. RADIUS W. WITH D,K. �R� ��.y4�� �t�1K �, . �+��-�' C:l, CUBIC HDR. 11EADER R.C.V. REMOTE CONTROL VALVE W. WEST R�vCcwrnRw� 0-2 DRAWN ■%•� ,7141 7]0,7111 PALM DE3fJ r eFi[[T DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING D K JOB NO. 24O-2S X- Ds 1 5 CIitCKtD +/���' 1i " DRAWING NO• 13279 D.F. PRINKING FOUNTAIN 1[.P. 11IGHPOINT REQ, REQUIRED J DIA. O DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD CATs 1 1 1 1 1 i I27.6� O DR N I I �j28� A 1 1 M C E - EE C RIA 1 1 Ft TbR�MH - TFtAET--#32-79-- 1 i FUTURE M - TRACT 1321 j \ 1 1 V S NORTH 1 1 1 S RE CAP KEN N i 1 W I 1 Z 1 >- u l u ` � I I I I i I t- I I W ` > - 1 SI_ all I-OII I_oII �-Gill �o"�.lb rIAKI"rlt�l� .. ci�,�•) _ 145' 0- 30-d �D.Q 30-O d Q I 4 GNU - '(YFIC/tL = w TYPI01 - 0 1 w w 1 IrIT _V�- - _ _ IKENAL 4 o Im i �. zz", ® - 4 -4 ° MlLLIK N �- N IW W< -----� lc� ; c� r r AVENUE m � o - - _ ' Q_ _ = Q o �, n z aW- ,-o�� = p p a �1'-a�� fia r✓�1b IPr`• �- POINT OF TANGENCY -� 9 1� ' w J 1 R7I N TaF' T�16Et�G� _ � q ' ' -d.. -�- � Z I 1 Z Z �. Z z 2c�1 1= Iv -� I � Iv-w cr_1 Z I- a I Z � 1 I 1 T. TRACT 13722 i 1 -rR. �q 12-10 i 1 +-{ . 1-E) 1 I NORTH 1 i SEE SHEET D-1 FOR ALL COBBLESTONE CONSTRUCTION DETAILS AND NOTES. �OF� 51e�v�A.LK GOt1�UL-FIvN ANn �a'(O��E� 5'T�Z�ET I M PI�DY�M 1�LAN5 F41Z 1 . IU►85 FINAL LAYOUT AND GRADING OF COBBLESTONE TO BE APPROVED IN FIELD BY CITY INSPECTOR PRIOR TO INSTALLATION. I i 1 FUTURE M - TRACT�-2-79-- 1 1 IIN w1 W10 O - Z 1 F" m Q I �I li I II I ,I I II i u I il i u I n � IW ! -o -o -a - 1w 10 TY = I II cii wl =o Ir4 TVa�� o "� 'o _o . "o .o �� _ :� _4 =,p 0 =o o Q =0 2---0 i I I I I I I _I 0I I I _ I I ! _ I _ I _ m _I I _ I I _ I I - R. TTN 0 Ic' w MJLLIKEN-11' ::�;' -oo -cv -rn c- - �- ® r �- VENUE in - - -�- Q wm o a. Qj wl J LD r Z F- l > 16 Q1 1¢ I 1 _r 1 (........fir. �?.......... 1 HO -FE :E N CO TR S U T CI ON LEGEND END 1 1 72 2 G T. TRACT 3 1 E \\/EHLJ E MEt 1AHS FROM H 16HLAND o VIGTdl�I�, P�°,RK I , t`E 6' MIN. HT. DECORATIVE ARE NOT IN CONT . .G.). oR S ^LL 1510 ,� ANIS INST IPRI6►,.T10H ROAD C IN6 SLEEVES SLUMP BLOCK WALL OR4 ,WIN6S To ^LLOW FUTLIR� "o W/COLUMN ORTH ECTRIC^L SERVICE To THE MEPIA 4S. , -:>r -=-_.-- SLUMP BLOCK RETAINING WALL; /�UpD�firCD A D�A���r PRoJ�c r Q�FG���c�S r��ll/�L ��f� SEE GRADING PLAN. A MF_oL^N NOTE MLETI= MILLIKE ,&,\/F_rlUE MEIN,-N Ifs ji-povt=MEN I(-8-88 CONCRETE WALK. AA MILLIKEH A EQUE MEDIAN IM OVEM 5 I1-2.89 SEE STREET IMPROVEMENT PLANS. ---•••-- 6" WIDE CONCRETE MOW STRIP. 1101111�\ GATE A VEo MOIOEED7N/wT.ECTEeLO" CITY OF RANCHO CUCAMONGA MEANDERING COBBLESTONE_- PM 10185 & TRACT 13279 STREAM BED M " I'I _ VICTORIA VINEYARDS NORTH { r.ca/n M II III 11I.MaM.0.4 COwn Lm III IIDOOCWT1101 i i STREETSCAPE tCw00\1••tt YTt 1!1 OAT GtEt MM MILLIKEN AVENUE ® DRAINAGE SUMP SEE PLAN M I.' CONSTRUCTION v1 IV I;I PREPARED BY: PR ARED Lm ,. Lm i ,►oonovto w► 'rte--1w nwn CR,► [NDINMR w.c.t° Ho. 22397 VII I DESIGN gtCOMMENDlD '� ' ` MORSE CONSULTING GROUP WWAA RSE�CONSULTING . f tt.•00.,.At4 NTt r LYNN C.P. L v1Z.X .1KAr5 VIII IX M I PLANNING •ENGINEERING•LANDSCAPEARCHITEC7URE ORAWN 1`"",T, T I�' E�' •N••* Z 1 4860 IRVINE BOULEVARD, SUn`E#201 JOB NO. 240-28 IRVINE,CAUFORNIA 92714-1299 fie WILLIAM LYON ram Cl ' C.P. C-1 D`— 777�. — - (714) 7347117 aS40 ARCHIHALD SUITE B ��� I� � , � . I - •o DgAWErA HO. SCALE. 1 _30 KEY MAP� NO SCALE RANCHO CUCAMONOA, CALIFORNIA 9170 1 . 1 1 TRACT 13443 �L-UM I�oc - �f,�L-1, /GGL UMIJ �o �� N��"ALLEA b I I T� - �ulI.DER a+-�o� �l•o�� K�DIt�6 PI-> NS 1 G 134-x-3 0� w. A*A "I� O 1 I 1 L F T ►�, � No fi' � 1 I 1 � L, HE16T�, G. o. 46 45 44 43 .42 41 40 39 38 37 36 35 34 33 I INE SEE T IA (VINE D ORT STRE TSCAP CTO IA PA K L NE 9`1 v11 � � I w� OR 5119e Al-K ON5 tZU oQ o 55� s E� EMeN f� � T � � L�•Y �' � T M�� T I X 1 PL•A t-15 �� T'g>�T 13-1,'3. 1 W wl z Im cwnll Q T Iw :.•.•...•.•...•.•.•.•.•....: w 1 J :.•::::::::...•:::........•........•:.......:::::::::..:..........::.•............:............:...•.............................•.......................................•.•.....•.•.•.•...•.•.•.•.•.....•...• ta# :::::.:::.::::•.•...•::..:.•:::::..::......:::..:.•.•.•::...•::...•.....•::.•.......•.•.•...•.•.•.•:.•.•.....•.•...•.•.•.•.•...•.........•...•...•.•.•.•.•.•........:.•.•.•.•.•...•...•...•.•.•.•.•.•.•.•.•.•.•.......•.•.•.•.......•...•.•...•.•.•.•.•... :::.:::::::..::.•.....•....::........:::..:.•::.•.....•:.•.•...•.•.•.•:.•.•.•.•.•.....•:::...•.•.•.•.•.............•...•.............•...•.•.•.........•...•.•...•...•.•.•.•.•.•.•...•.•.•...•.•.•...•...•.•..............:..................... ::::.•........•::::.•.•.•..::.•.....•::.......•.•.•:.•....:.•...•..::.•........:....................................................................................4 4...4.4...........,...... . . . .. .. .... ..... .. �.... �... _. ... cn ................................................... 4444......................... ...................................... 1.. — — — — — — ...4444... ..w.. ..r.r.. .. ...............................................................................................................................................4444... ..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•4.4.4.4•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.. ..•.•.•.•.•.•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:�:•:•:•:•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'.•.•.'.•.•.•.•.•.•.•.•.•.•.•.•:.•.•.•.•.•4444•.•.•.•.•.•.•.•.•.•.•.•.•.•.'.•.•.•. .............................................................. 1 N 1 ...•.• .:::•::::.•.•.•:.•.•.•.•.•:...._.•...•...,...•._.....•...,.,.....•...•.•.•.•.•.•..,.....•.•.•...,.•.•.•.•...............................•.•.•...•::::::::::::............. . �1 . I 1 Y -2 ZI Q I IZ J =1 a. I j UI .. ............................... ...................................................................................•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.....•.•.•.•.•...•.•.•.•.•.•.•....,.•......,............•...•..............•.•.•.•..•.•.•.•.•.•.•.•.....•.•.•.•.•................................................................................... 2 1-- ..... . . ................ .. .. ... .. . ... . . ...................................................................................................................... ......................... ............................................. . U 1 Q :::.:.:::::::•:::::::::::::::::::::::::.:.:.:.:•:•:•:•:•::.:.:•:•:•..:::.:.:.:•:•:::•:••'•:•::.::...:.:.:.:.:.;...:.::::..•:.:•:•:.:•:.'••:•:•:•::'.'.:.:.:::....::•:••.•:.::.:.:.:...::.:.:.:•:•:•::•.•.•.•.•.•...........................................................................................•.•.••444.4. :....::::......::..::.......•:..:.•.•.•.•.•...•.•.•...•.•.:.:.;.• .:.:.:.:.:.....•:•::::•:.•.•:•:•:.:•:•:•:•::::.•...:•:.:.:•..:•:•::::.;.:.. :.•.:.....:::..:..:.:.:.:...:.:.:.:.:.:.:..:.:.:.:.:.:.;.:.:.:.:.:..:.;...:.:.:.:.:.•......:•:.::.::.:....:.::.:.:.:.:.:.:...::.:•:•:•:•::.•:••:•:::•::::::•::::::•'::.::.::::::: ..... . . . . .................................................................................................................................................................... .......................... ......................................... ...................................... ............. ... .................. F-- :.•.•.•:::.....•.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:•:•:•:•:•:•.•.•::.:•.•.•• .•.•.•.....:.:.:..•...•.:•::..••::::'......:.. .... ..:... ............... .........:.•..•..•...:•:: ..................:.:...:.:.:......•.•.....•.•.:.........................•..........•.•.•.......... ... .•..... ... ... ... ...... ::.:..•:• .•:•:•:•:•:.:•:•:•:.:•:•:•:•:•:•::•:•:•:•:•:•:.:•:•:•.•:•:•:•:•:•:•:•::•:•:•:•:•:•:•::::�:I�E a.bl44•:•:•:•:•:•::•:•:•:•:•:.:•:•:•:•:•:•:•:•:•:•:•:•:•:.:•:•:•:•:•:•:•:•:•:•:•:•:•'•:.:•:.'.'.'.'.'.'.'.'.'.'.'.' ............ :.'.'.'..:.:•:•:.:.'.:.:•:.:::.:.:.'..•:.::::.:...:•::•:.:•:.:•:•::.:.:.:•...:•:::.:.:.:.:............................ . y.. ...•......•...•.•..•.•..•.•.•.•...:.:.:.:.:.:.:..:.:.:.:.:.:.:.:...:..:.:.:.:.::..:.•..:•:•:•:...:.::.:.'. ...... .:•.:.:::.:........:.:.....:•::.:.:.:.:::....:.:.:::.'.:•:•::.:...:.:.:.....:::: .::::: •......::.:.: ..:.'•'• .. .......... ..........................•.•.•.•.•.•.•.....•.•.....................•.......•.•.•.•.•.•................................•.•.•....................•.•...•.........•................................:.......:.:.:•:•:.:.:•:•:•:•:•:•:•:•:•:•:•:.:.:.:•:.:.:.:.:.:.:.:..:.:.:.:.:•:.:.:.:.:.:•:•:•:•:•:•...•.•...•...•.•.•.•....:....•.•.........•.•.•:......•.•........:•:•:•:•:•:•:.:•:•:•:•:•:•:•:•:•:•:•::::•:•:•:•:•:•:•:•::.:.:.:.:•:•:•:•:•:•:•'•:•:•:•:•:.:.:.:•:.:.:.:•:•:•:•:•:.:.:.:.:.:.:.....•...•...............•...•.........:.:.:.:.:.:............................:.:.:.:.:.'.:.:•:•:.:.:.:.'•:.::.:•:•:•:•:•:.:.:.:.:•:•:•::•:•:•:•:•:.:.:.:.:.:•:.:•:•:.:•:.:.:•:.... 1 1 ::•:.:.:.:•:.:.:.:.:•:•:.::...::.•.•.:.:.:.:.::.:.:.:...:..............•.......•.......•..........•.......•....•............... Q :::::...•......::....:::........... ............. ..•................... . ........•.•.....•.•.•.•.....•:.•.•.•.•.•.•...•.......•.•.•..... ..•.•.•...•.•.•. :::::.•.....•::::....:::.............•::.•.•.•.•.•.•.....•...•.•.•.•,•........ ........1...4 4 4..................4.......... ..... .......•.•..........•.•..................................................................... ............................................................ ............................................. .................................•.•.•.•.•.•.•...•...•.•.•.•...•.•.•.•...•.•...•.•...•...•.•.•.•...:...•....:.:•...•.•.•.•.....•....:•:•:•:.:.:•:.:.:.:.•.•.•.•...•...•.•..•.•.•.•.•.•...•...•.....•..•.•.•...•.•...•...•.•.....•.........................................................•.•. o .............................................. ..•.•...... ......•.•.•.•.•.•.•.•.•....•.•...•..............•.....•...............•.•.•..•.•..•.•.•.•.•.•.•.•.•.•........ . ......... ......... ................................................................................................. ......................................................................................................................... ::::.•.•.•:::::.•.•:.•.•::...•...•....•.........•.•.•.•.•.•...•.•...•.•.•.•.• . :......:.•......................:...•. 1..•........:.•.•.......•.•.•...•...•...•.•.•.•.•.•...•.•.•:.•.•.•.•..•.......•.•.•.•.•.•.•.•.•.•.•.•.•.......•.•.•.•.•...•.•.•.•.•.•.....•.•.•.•.•.•.•...•.•.•.•.•.....•...•.•...•.....•.•.•. ::::.•.•:.•::::...•....::.•.•................................4 -....::...........66..:::::::::::::::::.•.•.: 4.4.4 .4....... .. ........................................................ ................. O i t- 1 U ........ .....6.... 44......4.. .. ....... . 1 N R 1 0 1 1 Folz SIdEVAUC COWS` gUGTIOW �_ L, f0lO 4T 5EE. sT�5T I MPRovEM5"r 1 I�LAIA5 r-o?- Ty�T I311,q 1 GO t�G. ti(ow ST I P LU�I I�►-�o�K rz Ai N 10 6a WALI, 5E E G�t�I N(R FL.&A5 �o� Thr I `� wiz- > T��IN� cor�elTloN -� 1�J�]'� ��� M WAL-� I-+�1 'f s. i 1 sl_L IMf:-" 15L 6K W,aLL W/ COL umd I To 131= INsTa�i-�-p TRACT 13444 1 Tl�a oT 0 I L bE AT TOl' O F 5L-o?E. . SF, 12.I�I NC-1 DRWG. NO. rLA1J S-T cr I�444 �i2- c-T l-G�•�T IaNI 1 MATCHLINE- S E VIC RI VINEYAR R STREETSCAPE/FAI MONT WAY I I 1016w. �1 l - 48 47 46 45 44 43 I-• I ��rn[���m- 11 5, . 1 13 I I z 32 14 5 1 I 50 49 w 1 1 I 1 w . o o W 0 ml QI I O rz wl _J cwn 1 Q ........................................•.........•.•.................................................•... ..... .4. ...6 6 4... .......... M :::...:.::::::...::.::.:.:.::::::.:.::::::::::.:•:.::.:.:.:.::.::.:.::.::•:.:.::.>:.:•:•:.:.:•:::::.::.:.:.:.'.:•:.:.:.::::.:.:.:.:.:.:.:•:.:.:.:.:•:.:.:.:.:.:.:...:.:.:.:.:.:.;.:.:•:•.:•:,:.:•.. ....:........•:':•:.:.:•:•:.:.:.'.:...:.:::.:.:•:•:.:.:.:•'•'.:•:•:.:• LLIKEN ............................................................. ................................. V ..4 4 4 4. . ....................................... ...•..........................•.•........,.,.............,................ .................... ........ ...................................4.- .... ... .............. A ENUE .. . o� 1........:.......:•:.'.'.'.'.'.'. •:.:.:.:.:•:•:•..:.:....•.•.•.•.......:...•...........•.•.•...•.•.•.•.•.•.•.•.•.•.•.•.•.....•:.•.•.:.:.......:..............,.,.................... ......................... ............. . . ...............................................................................•...•.•.•.......,...•...•.•...........•...............•...•.......•.•...•...........•...•.........•:.....•.•.....•..........1.4.6.6•.....•..... ::::::::::::::::::::•>:•:•:•:.:.:..:.....................,.. �. . �.. 6...66. ...6................ w,..� . .-' - - - - - •.......•.•.•.•.•.4 4.4......6........•... ....... .. 4444. ... ..w. — _ ... ....•F.Fh..f0 4444. .. 4444 44.....4....4. ...................................................................... .. — — — — — ....... .. .. .. ...�,.,....,..�_;........ 4 4 4 4... .. ......... 4 4 4 4. ' ... ...................... 4444.. 444•:4.•.•.•.•.• 4444.. ....................... ........................ 4444 ...................:..... . .. 4444..........................--r.. ..er,.'rrr,tiv..tirr...`r�+.r..� . .. .......................... .. ............ ......................4................ .....................•.....•.•.•.•.•..... 1:•:.:.'•:.'.:.:.:.:.:.'.'.:.:.:.: :•:•:•:•:•:•:•:•:•:•:•:•'•:•:•:•:•:•:•:•:•::::::::::::::::::6:6:6:4::: .. ...............................................................................................•.....•.•.•...,.,.•.•.,...•.•.,........,.,...........•.........•...•.....•. .......................•.•.•.•4.4.4.4•.•.•.•.•.•.• 4444. 4444.. .....................................................................................................................•.•............................•.......•.•.•.•.•.•...•.•.•.•:...•...................................................•...:.....•.•4444..•.•.•.•........•.•.•.•.........•.....................•.•.•.•.•.•.•.•.•.•...........•.•.•...•.•.•.•.•.•.•.•.....................•...•.•..•.•.•.•.•.•.•..•.•.•.•.•.•...•.•.•.•.•...........•...•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•..:............................................... �,U 21 �. • . 1 ZO ?.Q zl IZ i cCI z U Q i- . I..i... Q 1 W 6666::: 6666 6666:: 6666::: ; ;6;6;6;6; ':•:.:.:.:.:.:.:..• ::... .. . ... :::' :.::.:•:.:.:.:•:•:.:::.:•.•......:•:•'.:•:::.:.:.:••:•::::..:.:•:..•:•:...•644 6 . ::::.:........:.... :: •.•.:.:::.......:::.:....:.:.:: ....:::•:.:..• ...:.. ::.:::.:....•'.:.::::::.. ::: ::>:::::: :::::::::::::: ::::::::::::1:::::::::::::.::::::::.:::::::::::::':::::'::.:::::::::::::::::.::::::.::::::::::.:::. ....:.. .............. ............. ......... ............... ......... .... ............ .... ......... . . . E k .t� :.:.:.•...... ..... .....•....... ............... ........ ........ ...................... ....6..... .. ....•:•: •.•...•.•.........•.•.•.•...•...•.....•.•.•.•.....•.•.•.•.•.•.•...•.•.•.•.•.•.•.....•.• :: ......... ....... .................... .............. ............................•.•.........•.•....•.........•....................•.•.•.•.......•...•1. ..:::....::........::.•.....•.•.•:.•...•:...•.......•.•.•.•.............•.•.......•.•.•.........•.•.•.•.•.........•.•.•.•..•...•.•.•.•.•.•.•.•.........•.•.•...........•.•.•:.•.....•...•.•.......•.•.•.....•.•.•.•...........•.............•.........•...•.•.......•.•.•.•.•...•.•.....•...................•.•...........•.•........................•.•.......................•.•.....•...•.............................•...............•.•.............•.....•.•.•.......•...•.........•.•.•........ ,C. .4.4.4.4•................. ....... ...............................................•....•.•.....•.....•...•.•.•.•...•.•.•...•...•...•.......•.•.•..................•.•.•.............. I- - ...............................•...•.•........... .......•.•.•.•.:.•.....•...•... 1 I O CONSTRUCTION LEGEND -- . . -ORTH 6• MIN. HT. DECORATIVE N SLUMP BLOCK WALL �`'` J'1�l.L- HEIC-0ITs �S FoU,0O JS I"EIK /> o� EIrcAL. RF100 j": W/COLUMN �2oM V1 G TO i _l^ I�.RK I LAH5 T° Fa I V-10�4T Wo,Y (l -AO fi 3�"�) I . . Lo T•s 13, I'l = -o H Ica� . LoTs 32 THhLa 43 _ G11_6111 �'�h`H' .1� � SLUMP BLOCK RETAINING WALL; LCJT�3 �}{I�La �� - {�I�' SEE GRADING PLAN. -- FNOM �AIRMoIIT (�Y Td SouTHeRf� PACIFIC f�PIL `ZoV� E�.Z5MffNT �-�f�Gr 1�+'s) : LoTs 4 3 THMU 50 - d_ou L CONCRETE WALK. SEE STREET IMPROVEMENT PLANS. — ALL I4ALc , ,6 Trom �N ��' 6��i, - ••� 6" WIDE CONCRETE MOW STRIP. CI DATE ppm VED Mo-Que lY/wy.L1TL"som I CITY OF RANCHO CUCAMONGA PM 10185 & TRACT 13279 1 F�. f1 ISI 1I VICTORIA VINEYARDS NORTH J ►�., 4444,,. M II II III I Ils..l LLrluow coin" I. `"I' `,I �M i i STREETSCAPE I V sc QLI?&"WTI ji I I MILLIKEN AVENUE x "' III CONSTRUCTION PLAN vl IV II PREPARED BY: PREPARED FOR: ""' III � I �� a,� // 7 fir' II I I APPgOV[O •"I .�i%�Lr� V °t• II I ccnr [Nouv[[w R.c.t. No. 22397 ll -- - l.M •� i i O[t16N A[cOMM[NO[o ••,041,1.."� � I I MORSE CONSUL TING: GROUP �MA E�o�NSUI G VIII IX r X III PLANNING •ENGINEERING•LANDSCAPEARCHHECTURE LYON �•P• �..�.�..W7i4IM 1. ,•I�►C�owrs » M I owwwN ..xc�Tlu +.1[Il.ls �lit[T zz I I 1 4860 IRVINE BOULEVARD, SUITE#201 G" , JOB NO. 240-28 C-2 �5 IRVINE,CALIFORNIA927141299 Y& WILLIAM LYON'eom ami c•P• �`---- (714) 7347117 I I i I V c.+aQK90 1 �I DRAwINM NO•"�' . 8540 ARCHIBALD SUITE 8 / Cis- Y-1-0- I ' /_ SCALE: 1"=301 KEY MAP NO SCALE RANCHO CUCAMONGA• CALIFORNIA 91730 "„ I . ! 'IN" , �� ' II LOCATE CONTROLLER AND BACKFLOW PREVENTOR - SLEEVING IS DIAGRAMMATIC ACTUAL LOCATION 1 AUTOMATIC CONTROLLER N Y ELECT. SERVICE'TO METER TO BE BEHIND WALK IN FUTURE GROUND COVER AREA IS BACK OF EXISTING CURB RETURN 1 2-12 - STATIONS TM - 17-M03 3 7 PROVIDED BY DEVELOPER / 5z ��Q ! INDEPENDENT 115V 60CYC 2 AMP ELECTRIC `FUTURE—FUTURE -MHFUTURE M - TRACT 1327-99 1 2 \�A I CIRCUIT TO BE PROVIDED BY DEVELOPER 2 BACKFLOW � PREVENTION {I 1 \ 1 EXACT LOCATION TO BE DETERMINED IN THE FIELD N ASSEMBLY I 2 ! 1 1 �y►I 1 M E - EE C IA I \ u I I ! S NORTH NOT CITY MAINTAINED CAP KEN N IDRWG. NO. � " c "'�• 1 1 . I DIS DIS m m DEI!• tD1D1 II L1J �.��'� ��� '211 (�� F F�-.... I / 5 W 1 '2 � ��' 1 rI I� 1 pfl SEE DETAIL NO. I Q 1 > 120 PLANTS `' FOR MASTER VALVE c IS V 6 Q I 5f2 $ 1 B v I 3 TREES `v PROVIDEDETER TO BE DEVELOPER 2 V s 04, 1 � 1 II a tE z Z 1 __ I 2 4 PROVIDED BY DEVELOPER �METERII I II I E D J�, r- �, .,�....- --- -� I�` -- ��1 MILLIKEN X2,1 o 0 o o �I �, g AVENUE '�" t 'I u !w °- d = - -- - GI 0 ! O Lb O Oo O 0 C , Z 139 PLANTS 2 yll 0, � /7r 4J z � V.7 I 1 z _ W! � 8 TREES I� 21 1� Q I U � W r� I 1= z t! J � � _ CrQWII-1 w r r2'1 u AN, 41A u n J LLj 0 2 SO(0 I i2, 92° V 114-1l" �' � 1� 1 � J 2 � 2 2 r.yr- `� `.L '12a �2 Q� '2'' ?� I 'b II ` • —A no-own I 3n 1 1 - - CAP MAIN LINE FOR 53 7 ! 1 FUTURE USE 1 lil' TRACT 14121 I NORTH T. TRACT 13722 1 I 1 PROVIDE _COMMON 2 CONTROL MAE FROM CONTROLLER V ' TO THIS POINT:FOR FUTURE USE:WIRES ARE TO BE IN- STALLED IN VALVE BOX. IF ONE IS NOT LOCATED AT THIS POINT PROVIDE A ROUND PLASTIC BOX FOR THIS PURPOSE. ' AUTOMATIC CONTROLLER "BAR- ' STATIONS ELECT. SERVICE TO ELECT. METER 2" BACKFLOW PREVENTION INDEPENDENT 115V/60CYC/2 AMP ELECTRIC gRCU1T TO TO BE PROVIDED BY DEVELOPER ASSEMBLY f NOTE: THE r5AST PARKWAY PSI:TW SEN K�NYO N WAY r^^It, BE PROVIDED BY DEVELOPER V IGTOIRIA PARK L IE: 15 TO REMAIN PjzIvA-TELY f ANTAINEO EXACT LOCATION TO BE DETERMINED IN THE FIELD. I RANO IS NOT' TO r�F_ TIED INTI` .GITY-MAINTAlA1i=D AREAS . SEE DETAIL 1 NO.I FOR 4� R�4 - FUTURE M TRACT 2- I VASTER R yIl • ! , � III I�. tj� ��1 ��� �L I/2 d21 2 --� • � � v ��� ® 2Q �— r/ t ��. . r .. �� � 4 l2 21 �A ,I�d 1/j� r • ... . � ' � r r P 'G'1 I!N O 2 2 I QI '!; '2 1� Jr� r�r fV �, r�o�t c.,TY MA(rJTAIN,6�� �n ��' 1 �' /9 14i � i f,l 1r1 i�r M 3p z IW l f Iw 1 1.35- PLANTS B 2 343 PLANTS I 5 TREES 7 TREES 4{ 2u °Igfa51 1W W1 u I � Iw I ,I MILLIKEN ,21 �„ i1 AVENUE 2' II2N I'll �2►, .�I Q,Iw _ O� a c� - Ck D.. E 1 p 9�' �,� y� ,ti �,IV 2 21 W! r 2 -� B I Q J i - `' dd 398 PLANTS 64 �1� Q PO.C. TO 2`E WATER METER ! v 21 9 I u 12 TREES g REES TS - q 5 �y rl PROVIDED BY DEVELOPER IW U 1 `I 2 2 F— IZ >rap 1U 2/ 1 211 ,r ! 2 S 2� , b� 12 ►J r i f 1 l ( 121 I r. l I M I 1DRIP EMITTER (Mrmurm .... . ..... .... - GE f�E AL N E OT S 1 GAL. SHRUB - 1 EMITTER OUTLET PER SHRUB .I>. . .........:........ ... lNTL PRESSURE 1 S A LL AN D R ER DETERMINE 3 NPR T NEED T BE DEFINED IN O D TO ETER lNE EXA NO ESSUREUNE AND 6. AREAS THAT O CT S V I O - 3 SHRUBS PER SALCO P C6.2 EMITTER IPI NT INSIDE EQUIP I S PLANTINGI i N F PNKLR RE THE RE N B LITY F AREA AT HDS A SPO S THE WHER V R I L 10 O S O S E E POSS BLE. ITEMS OC CAP 3 REMAINING PORTS r 1 I I R S FOR FUTURE ti H W DE N I S O NbUT SUCH AR R T E THEY ARE DEFINED PRIOR T INSTALLATION.S EA CONTRACTOR TO E D O O STALLA S R P ONT C ON FOR PURPOSES F C U POS RARITY ONLY.)SOC O 1� r �C 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB T. TRACT 13722 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT • - 2 SHRUBS PER SALCO PC6.2 EMITTER WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.�U� ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. `�t''i 2 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. - CAP 2 REMAINING PORTS FOR FUTURE 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO.-'V-"t) 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND 15 GAL. TREE - 4 EMITTER OUTLETS PER TREE ORM 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE - 1 TREE RECEIVES 2 SALCO PC6.2 EMITTERS BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD - CAP 4 REMAINING PORTS PER EACH EMITTER FOR FUTURE PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- TOTHEOWNER'SATTENTIONBEFORE INSTALLATION. BYFAILINGTO 24" BOX TREE - 6 EMITTER OUTLETS PER TREE UPD/�7FD AC�1ACE�iT P1eC�•1��T ��FEKrnCF,$ !r WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- - 1 TREE RECEIVES 2 SALCO PC6.2 EMITTERS MENTS REQUIRED. - CAP 3 REMAINING PORTS PER EACH EMITTER FOR FUTURE NOTE: SEE SHEET D-3 FOR MEDIAN DETAILS AND LEGEND �eNFf� IRR .-rko>J IeE\/isloN5 �-2--ee PRESSURE uuuunDRs vaEswAc uuvuTlaas oatSwAE nuuuTlrwS 36" BOX TREE - 10 EMITTER OUTLETS PER TREE �l�b MEf�I�N NOTE 8-2 .A,ER METE"r "B" SISI 2" UATEA NETER► �Ra Sin 2n a-L1 METER► VFX Sig 2" - 1 TREE RECEIVES 2 SALCO PCS-2 EMITTERS 4 '�J M. L.L. ir1rr2 1 L. L. 1642 "•L•L• /� - CAP 1 REMAINING PORT PER EACH EMITTER FOR FUTURE ®t�LETE r'iIL1,IK�1`�,��. ME1�Ittih1 IMPf�VEMEFJ 1 1-8- uEV"Ila 14rjb ntrATloA� �X430 ELEVATION 14 0 ®RDD MIlLIk);N AVE MEDIAN IMpga sm5NTS {{_z-89 r: 172 s .w• 14.45 vs. DAT< p 432 , •,,,. ,00,4t/ ,•s,I 2�i? 11 .433. ioo.4u ►•s•, 48 BOX TREE - 12 EMITTER OUTLETS PER TREE - aE,114 cOnAOL uLrE a-4 sIrt !12" PAIDIU EOE A O VALVE Al? fb sltt 1'2N MI.K cDEMMO uErE 1.r�0 SI it II�L, - 1 TREE RECEIVES 2 SALCO PC6.2 EMITTERS CITY OF RANCHO CUCAMONGA wi,1rEA DCKIMD �L.►.R. MASIKA DEMARD 40 L.r.R. M1:R..1 DCMMD � L.I.A. MOP9Aa0 Iw rrr.Li TLMtAM ELEVATION ELEVATION /49 0 ELEVATION - , PRESSURE D R.E.T. r.s.I. PRESSURE D R.E.r. r•s.t. FRMINtE•R.[.r, F.S.I. 1 ' PM 10185 TR 13279 c•rr. Il Iil I I sl Eris r.s•t• sl ETu P.S.I. sizE tTA r.s_L M 2' SunRrenR 1.5 �" wnRrcnR 1.1 �L' wnRME,ER 13 '�" III 111fL000 i I VICTORIA VINEYARDS NORTH CONTROL RAC,ILOY DEVICE /0.0 2" JI LAELFLCY DEVICE )0-0 /Lu A.r. AACEILDY DEVICE /0.0 L m I SAM AEAb.D.A cwrn LATE VALVE LATE VALK cAn VALrt �I o.ratLM i I STREETSCAPE ' MILLIKEN AVENUE .C/OOl l I...YTA w.inR rALrt vasnR TALK T_ R..sTEe VALrt I I 2" Re1A EEAE LDS: �-4f ^=72" MAtR LIRE LDss OW) 7:21 MIL LIKE EDss M IRRIGATION IGATI N I,� O PLAN 1128 AUGn C21I VALrt 1*s - f12" woTI COKMOE VALVE 3 i12� kLMn CDMna VALVIE j FLATEW IMALLIRE °° LATERAL LIKE timmi11"` '°° A PREPARED BY: PREPARED FOR: Y r1nIALs Loss(los) 2.74• [Enlace Encs llos> 54'1 rmlAL$Loss(los) �J•2rJ � IV , 2U ltd II I �_ C►ATIR r, ' ELEVATION CWGI ELEVATION CWiM[E ([t7�J ELEVATION Cw,R CE .r , y• .. Mpl STSTESI LOSSES �°.ra TOTA:STSTLA OSSES �. ,:T��SYSTU LOS= •00 ISI i i APPnOVao - 22397 PRESSURE REQUIRED AT MEAD: "JO.0 PRI REWIRED AT MEAD: 30 PRESSURE REQUIRED AT MEAD: 00 VII LArt 1 1 CETT [NOINdA - 1tl.C.t. NO. Tout russURt REQUIRED: W.19 TOTAL PRESSURE REWIRLD: D•39 TOTAL PRESSURE REDUTACD: eo•00 •`�" I D[tIYN A[GOMM[ND[O ' ' MORSE CONSULTING GROUP MORSE„ 0 L ,K,,GROUP STATIC►aswAE AruwLE: IDD.-f[o STATES►AESSURE ATAIWLES lGb�9U STATIC rRESSORE ArAIWLE: 7•¢••� .cr.w�..u.rn I LYON ft RESIDUAL wnR rAESSMS . RESIOUAL wnR PRESSURE: /0.07 RESI°uL PARE PRESSURE: /!/.43 X IA.I.C. �•� NAM�AM VIII IX I I PLANNING •ENGINEERING LANDSCAPEARCHlTECTUf2E SAIL , i,” RESIDUAL YA7ER►RCSSI,AE REWESTED: RESIDUAL PATER PRESSURE REWESTED: RESIDUAL rA7LR PRESSURE REQUESTED: (� 1. M I i DIiEAWN u]•Tout aNttT z I I 48W IRVINE BOULEVARD, SUITE#201 XeWILLIAM •' IRVINE,CALIFORNIA 92714.1299 LYON rami JOB No. a4o-2s I_1 E» 15 —,1 - (714) 7347117 L A.I.C. • .( � I v E�.L[E:D�� /lr � oR.►WEE>,,. P.o. a640 ARCHIBALD SUITE B SCALE: 1"=30I KEY MAP NO SCALE A° -C ASSOCIATED IRRIGATION CONSULTANTS (213) 4776525 RANCHO CUCAMONGA, CALIFORNIA 21730 A.I.C. GA" I I(��6 -L