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HomeMy WebLinkAbout2002-LDEVELOPER /OWNER LANI)ZOUAPE ARCHITECTURAL PLANS RANCHO SUMMIT FOR RANCHO SUMMIT TRACT NO. 14759 TRACT NO. 14759 S/S OF WILSON AVENUE, WARDMAN BULLOCK ROAD AND SUMMIT AVENUE O��NfERS PULTE GROUP 27101 PUERTA REAL, SUITE 300 MISSION VWO, CA6 92691 ATTN: DAVE HUTCHINS LANDSCAPE MAINTENANCE DISTRICT LMD NO.7 ph. (949) 330 -8536 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE L-1 TITLE LANDSCAPE ARCHITECT AND THE CITY. L-2 CONSTRUCTION PLAN 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L3 CONSTRUCTION PLAN L4 CONSTRUCTION PLAN 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L-6 CONSTRUCTION PLAN Z pprl ►c�+T �y0� SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L'8 CONSTRLCTION PLAN EQUESTRIAN TRAIL PF?O JGV L-7 ENTRY SIT, CONSTRUCTION PLAN v GP 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY &ELEVATION o SITE P� DAMAGE INSURANCE AS REQUIRED BY LAW. L-8 RCN WTNLfil 3 m OJ�G 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-9 L- -110 � PLAN WILSON AV SUMMIT 1 -800- 227 -2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. _ L -11 IRRI(iAl10N PLAN r 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L -12 IRRGATOr1 PLAN RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L -13 IRR11GATION PLAN EQUESTRIAN TRAIL L -14 CATION BUBBLER PLAN 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L -18 0WATI IN BUBBLER PLAN HAVE BEEN APPROVED BY THE CITY ENGINEER. L -18 NWMTION BUBBLER PLAN L -17 1IRRIGATION BUBBLER PLAN SUMMIT AV 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L -18 IRRIIGATON MIA" WIDE FLAT AREA AT THE TOE OF SLOPE. L -19 TREE &VINE PLAN 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-2 L -21 TREE &VINE PLAN 1 TREE &VINE PLAN ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL L-22 TREE 6 VINE PLAN a Q CONCLUDE ONLY AFTER VERIFICATION OF LEAF -OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L-23 TREE PLAN EQUES7f8AN TRAIL OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-24 SHRUB PLANTING PLAN GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL L-25 SHRUB PLANTING PLAN HIGHLAND AV 30 REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-28 SHRUB PLANTING PLAN L -27 SHRUB PLANTMK4 PLAN 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L-28 SHRUB PLANTING PLAN EQUESTRIAN TRAIL PLANTING & CONSTRUCT10N DETAILS Cl i(A 15 N. T. S. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. � ATION SPECOCATIONS w W L31 1TION SPECIFrATIONS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L„32 PLANTINGSpEq11CATIONS • BETWEEN CITY- MAINTAINED TURF AND CITY- MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS • BETWEEN CITY- MAINTAINED TURF AND ANY PRIVATE- MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY- MAINTAINED G.C. AND ANY PRIVATE - MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. /+ MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY- MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS . PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. . PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. „ ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. C+VIL ENGINEER �� - - - - -- -- - - -�- - -- - Sf4g7L -2 * ALL PUBLIC TREES ARE SUB,'ECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT N1 IF - * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CIARKAND GREENASSOCIATES FUSQOE II G - -v - SHEET L b 130 PALJIARINO AVE S1Ti 160 16795 VON BARMAN, SUITE 100 SHEET L -1S, IRVDM CA 92606 22 LANDSCAPE QUANTITIES c�e0=sA,ca926� (714) 430= (949) 4141960 I ATIN: JONATHAN I�NLER SHEET L-3 I - - �_11 Affi -CA.4C ENCH49ORIIQO VPNO q fts Tf ®6 SwnoN �- al�'� L WLBON AVlb N TOTAL SF. OF CoE9LE AREAS Q� 8,000 SF. l PAIMCN®11 WAY TOTAL SF, of COBBLE AREAS fiiAlQ�C 2,900 SF, S- 20' la0N RIdN TOTAL S.F. OF COBBLE AREAS 460 SF. TOTAL SF, of NOWTURF LANDSCAPE AREAS ASOO SF, TOTAL S.F. OF NOWTLFr- LANDSCAIFE AREAS 6.700 SF. TOTAL Sr-. CF NON -TIFF LANDSCAPE AREAS O SF. TOTAL SF. TIFF AREA O SF. TOTAL SF. TURF AREA O 8F. TOTAL SF. TLW AREA O 8F. TOTAL S.F. DEC.ORATNE WARDSCPAE AREA O SF. TOTAL SF. DECORATIVE 4 CPAE AREA O SF, TOTAL SF, DECORATIVE N4RDeCPAE AREA O SF. TOTAL Sr- . WALK AREA O Sr_. TOTAL SF. WALK AREA 3AOO SF, TOTAL SF. WALK AREA O SF. TOTAL SF. TRAL AREA (F APPLICABLE) 26,400 SA TOTAL SF. TRAIL AREA IF APPLCA" O S.F. TOTAL OP, TRAIL AREA (F APPLICA" 25700 SF. TOTAL. SF. OF ALL AREAS 86100 SF, TOTAL SF. OF ALL AREAS 13.000 BF, TOTAL SF. oP ALL AREAS 25,900 SF. TOTAL ACM L29 AC. TOTAL ACRES 0.30 AC. TOTAL ACRES 0.60 AC TOTAL LF. OF TRAL FB4CI G 600 L..F, TOTAL LF. OF TRAIL FENCING SOO LF. TOTAL LF. OF TRAIL. FENCING 1300 LF. * TOTAL LF. OF CITY MAINTAINED WALL O LF. * TOTAL LF, OF CRY MANTANED WALL O LIZ. * TOTAL L..F, OF CRY MANTANED WALL O LF, TOTAL LF. OF CRY MANTANED RETANNG WAI 1 O LF. TOTAL LF. OF CITY MAWA14ED RETANNG WALL b0 LF. TOTAL L.F. OF CITY MAINTAINED RETANW, WALL O Lim. TOTAL STREET 1f7EE6 40 EA TOTAL STREET TREES FJ EA PNILS CANARENBB IS GAU 33 EA GELERA PARVFLORA (b GAU B EA PLATAMLS ACERFOLLA (b CAU 25 EA PLATANI S RACEMOSA (24"150)0 4 EA TOTAL S.F. of COBBLE AREAS, 36AOOSF. A. 9LANYAN Arffi41E TOTAL SF. OF COEIBLE AREAS tilAHI'llY 0100 SF. # TOTAL LF. OF CITY MANTANED WALL ! O L.F. TOTAL Sr-. of NoN-TURF LANDSCAPE AREAS 92,800 SF, TOTAL. SF. OF NON•TFF LANDSCAPE AREAb 53po0 SF, TOTAL LF. OF CRY MANTANED RETANNG WALT- O L.F. TOTAL SF. TFF AREA O SF, TOTAL SF. TURF AREA O SF, TOTAL SF. DISCO TvH i�LARDSCPAE AREA O SF, TOTAL SF. DECORATIVE KARDSCPAE AREA O SF. 1. YOIbL36 CANYON ROAD dilAbmrf TOTAL SF. WALK AREA 13,100 S.F. TOTAL. 6.F. UW.K AREA 8700 SF, TOTAL S.F. OF COEIBLE AREAS 6700 SF. TOTAL SF, TRAL AREA IF APPLir •.+ ei 25,000 SF, TOTAL SF. TRAIL AREA (F APPLICABLE) SAW SF. TOTAL S.F. OF NON -TFF LANDSCAPE AREAb 13,000 SF, TOTAL SF. OF ALL ALAS 195,400 8F. TOTAL SF, OF ALL AREAS 88,900 SF. TOTAL SF. TURF AREA O SF, TOTAL ACRES 4AS AC. TOTAL ACRES 2.04 AC TOTAL Sr-. DISCORATME FWRDSCPAE AREA O SF. TOTAL LF. OF TRAL Tf?1CNG L700 LF. TOTAL LF. OF TRAL FENCING SOO LF. TOTAL SF. WALK AREA 4AOO SF. * TOTAL LF. OF CITY MAINTA 41D WALL O LF. * TOTAL LF. OF CRY MAINTAINED WALL O LF, TOTAL SF. TRAIL AREA IF APPLCAMILEO 00 SF, TOTAL. LF. OF CITY MANTAN® RETANNG U1AL,L 325 LF. TOTAL LF. OF CITY MAINTAINED RETAINING WALL 1090 LF, TOTAL Sr-. OF ALL AREAS 24,100 8F, TOTAL STREET TR®8 94 EA TOTAL STREET 714"m EA TOTAL ACRES b5 AC PLATAMLS RACEMO A (b GAL) T9 EA L..AA39MT OEMLA NO" 1b EA TOTAL LF. of TRAL FENCING O L.F. PLATANMS RACEHO&A 124" 90 0 7 EA T'AMKOC$ m4" BO>d * TOTAL L..F. OF CITY MANTANED WALL. O LF, CLEQLO AGRFOLLA IS C*AU 68 EA PLATANLS RACEMO" (b CsN J 9 EA TOTAL LF. OF CITY MAINTAINED RETANNG LLWJ_ O LF. PL.ATAN3IS RACET108A (24" 110)0 1 EA TOTAL STREET TREES 16 EA GLERQIB LEx (b GAU 21 EA PLATANLS RACEMOSA (b GAL) 5 EA PLATANS RACO'1084 (24" BOX) 3 EA ONO A 4tFOLIA (b GAU 8 EA I_.. * CRY MAINTAINED WALLS SNOILD OM-7 NCLLDE 1114LI.A r"T ARE LOCATED N THE L.MD. EASEMENT, ALL PERMITER WAU.S WILL BE PRIVATELY hWNTANED. 937 SO A7 VIA IA COLTON, CA 92324 ��� AR q p (909) 783-0101 0) A m q.1 lgnatu e k 12 31 14 enewa to `P'T 8/27/13 �P Q9TF OF CAL L F QREVISED STREET TREES AND SPACING PER TRACT JDD 08- 08-13! ; OCVCA�O ® 18741. SEE SHEETS L -2, L -9 8 L -19. ROW 2013 - ADDED STREETSCAPE PLANTING AND IRRIGATION JDD 07 -25-07 DED FIR PIDLSATE SE ACR COWNERESS STBORHOODENTRY JDD 01-19.06 QADDED STREETSCAPE PLANTING AND IRRIGATION ARG 12 -01 -05 DESCRIPTION OF REVISION DATE CITY APPROVED: r 0 CITY OF RANCHO CUCAMONGA RANCHO NO. 4759 j > TITLE SHEET PULTE HOW=EI, VMB APPROVED BY: DATE: CITY ENGINEER ' RCE: 53672 DESIGN `PT.'XF" r I ZrC Fr: RECOMMENDED BID CLAM AND GUWASS0(IA78S IS PAULARINO AV6 818140 DRAWN 0OSrA1@Nti CA.9XX SHEET (714)4344= :,'�',�.� FAX(714)4344109 L-1 OF 32 AT1N:XKA7H MDEK= CHECKED ==r_ R.L.A. NO 4233 DRAWING NO. DATE FWASUDIM3 FILE NO 224' I,I I � I ! 15 I � 43 I r� 4,1 �j 2,1 SEE SHEET L3 1,4 u u 4� MATERIAL AND FINISH SC448X .E A. CONCRETE FLATWORK- CCN,I E HEADER TO BE Lr44T BROOM FINISH NATURAL CONCRETE. B. DECOMPOSED C%li (DA&) EGlIESTRIAN PATH TO BE 4" THICK - GOLD, COLOR SAMPLE TO BE PROVIDED FOR APPROVAL BY LANDSCAPE ARCHITECT COLOR SAMPLE AND CITY INSPECTOR. C. EGG ESTRIAN FENCE - POST, RAILS, AND CAP SHALL BE 100% VIRGIN PVC VINYL FENCE AVAILABLE FROM= COUNTRY ESTATE FENCE PA, BOX 755 YORBA LINDA, CA 92686 (714) 524-0999 D. BLOCK MASONRY I. BLOCK MASONRY WALL SHALL BE "SANDSTONE" SPLIT FACE BLOCK BY ANGELUS 2. PILASTER CAPS SHALL BE "SANDSTONE" SPLIT FACE BLOCK BY ANGELUS AVAILABLE AT: ANGELUS BLOCK COMPANY 1495 WHITTRAM ST, FONTANA, CA 92335 (909) 350 -0244 E BRICK SHALL BE KING SUE (3" X 2%" X 9369 UNLESS OTHERWISED NOTED ON DETAILS OR PLAN BRICK TO BE " NEW CASTLE" BY ACME AVAILABLE AT: VALLEY BUIDING MATERIALS 23271 CHERRY AVENUE LAKE FOREST, CA 92630 (714) 851 CONTACT: JIM SAME n Z m a U) m m J u IMPROVEMENTS ON LOT A OF TR 14759 SHALL BE INSTALLED PER CONDMON OF TR 18741. 840 N A/E UE LIMIT OF WORK 20 o'- s" L3, -9 x 9�liwl in n -4inT =&. 2S u r r i4 r it ir,,r i. ri.r r in r..r r =7 m 2s MATCHUNE SEE SHEET L-3 lkit-9 L1 POLE 20 4,1 L4 E 74" 1 110 101T lWil 11=0 TMW ME On min imm On 3,1 91 1 1) 1) 1 e) COAL CONSTRUCTION NOTES 1, ALL DIMENSIONS ARE TAKEN FROM CURB FACE, BUILDING FACE OR EDGE OF Pi, UNLESS OTHERWISE NOTED ON PLAN, THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII AND CLRVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS. 2, ALL FORMS AND ALIGNMENT OF PAVING ARE SUBJECT TO REVIEW BY CITY INSPECTOR PRIOR TO POKING (GIVE A MINIMUM OF 24 HODS NOTICE), 3, CONTRACTOR SHALL VERIFY LOCATION OF ALL UTLITIIS PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES 4, CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN ON RRr%ATION PLAN AND CONSTRLICTION PLAN. CONTRACTOR MAY PROTECT AND UTILUE EXISTING SLEEVE AS DEEMED NECESSARY. 5, EXPANSION JOINTS SHALL BE PROVIDED WHERE CONCRETE FLAT WORK ABUTS WALLS, STAN, BUILDINGS, CUR96 , COLUMN, POOL BOND BEAMS AND ANY E <STNG CONCRETE PAVING OR STRICTURES. EXPANSION JOINTS SHALL CONSIST OF 1/2 ASPHALT IMPREGNATED FELT FIBRE, ALL JOINTS SHALL HAVE A URETHANE COLORED SEALANT CAULKING TO MATCH CONCRETE COLOR OR EXP, JOINT FILLER UNLESS INDICATED OTHER WISE. RIP TOP FOAM IS ACCEPTABLE IF APPROVED BY CITY INSPECTOR 6, ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST UNIFORM BU1LDIN3 CODE. 7, THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR 8, CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK, CITY INSPECTOR SHALL BE NCr FED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. 9, CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIAL. 10, THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING TEMPORARY SUPPORTS, SHORING ETC, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT R.IGLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORGSITE, THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS BY THE CITY INSPECTOR It DESIGN, MATERIALS, EGUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE nO4ER, LANDSCAPE ARCHITECT AND CITY INSPECTOR 12, BUILDING PERMITS SHALL BE OBTAINED BY THE OWNER OR CONTRACTOR FOR ALL ELEMENTS OF THE DESIGN RECUIRED BY LOCI( CODE, 13. WHERE WATER PROOFING IS INDICATED ON THE PLANS OR DETAILS FOR RETAINING WALLS, PLANTER WALLS, FLASH WALLS OR ANY OTHER VERTICAL MOISTURE BARRIER, THE WATERPROOFING SHALL CONSIST OF YELLOW JACKET MEMBRANE AND AN APPROVED WATER PROOFINCs COMPOUND SUCH AS THOROSEAL OR PER CITY NSPECTOR CONBTRA.M ON NOTM 14 haLw= AEHCASC CIVIL STREET wOAPR R N LC, 1.2 CONCRETE RAMP PER AEI-CAW CIVIL STET IMPROVEMENT PLANS - OCONCR =TE BIKE PATH PER AEI CASC CIVIL 1,4 STREET IPIPROVEIMIENT PLANS - N.I,C, 12' WIDE D,G, EaESTRIAN PATH SHALL BE FR-E GRADED 4 15 FREE OF ALL A1T� SEE FINISH SG4EDULE AND DETAIL I SHEET ZO 21 COBBLE VENEER ENTRY MONUMENT PER CLARK 4 GREEN ASSOCIATES WALL PLAN (FOR REFERENCE ONLY), 2A COBBLE VENEER LOW PILASTER PER CLARK 4 GREEN G WALL PLANS (FOR REFERENCE ONLY), 25 COBBLE VENEER TALL PILASTER PER CLARK 4 GREEN WALL PLANS (FOR REFERENCE ONLY). 2,9 COBBLE VENEER LCW ENTRY WALL PER CLARK 4 GREEN 8 WALL PLAN (FOR REFERENCE ONLY), 3;0 agumm 3,1 CONCRETE HEADER INSTALL PER DETAIL H , SHT, L-29 , 410 G4,1 EXCAVATION AREA FOR COBBLE INSTALLATION PER DETAIL -iii!- SHEET L_29 . TOTAL EXCAVATION AREA FOR THIS SHEET - 8,000 S.F, O42 LANDSCAPE BOULDERS, SUE AS SHOWN, FINAL BOULDER PLACEMENT SHALL BE APPROVED BY THE CITY INSPECTOR AND LANDSCAPE ARCHITECT, DETAIL St, SHEET L_29 , 8 43 ECLUESTRIAN FENCE INSTALL PER DETAIL -L SHEET L_29_, liki REFER TO SHEET L -2 FOR FINISH SG- (EDIA.E, ABBREVIATION AND GENERAL CONSTRUCTION NOTES, CONSTRUCTION SYMMX LEC490 24" LANDSCAPE BOULDERS OGb 36" LANDSCAPE BOULDERS CONCRETE HEADER LANDSCAPE COBBLE AREA o a EQJESTRIAN FENCE NEKsHBORHOOD ENTRY PILASTER ® LOW PILASTER ® COBBLE VENEER PILASTER CIVIL ENGINEER'S RETANNG WALL AND PIASTERS REFER TO CLARK 4 GREEN ASSOCIATES WALL PLANS FOR ENTRY WALLS AND PERIMETER WALLS, PILASTERS AND DETAILS OUTSIDE OF L.M.D. 4 AEI -CASC RETANNG WALL PLANS FOR FRETANING WALLS WITHIN L.M.D. Z O SCALE: 1" = 4(Y u O SHEET _ OF_ y 74" 1 110 101T lWil 11=0 TMW ME On min imm On 3,1 91 1 1) 1) 1 e) COAL CONSTRUCTION NOTES 1, ALL DIMENSIONS ARE TAKEN FROM CURB FACE, BUILDING FACE OR EDGE OF Pi, UNLESS OTHERWISE NOTED ON PLAN, THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII AND CLRVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS. 2, ALL FORMS AND ALIGNMENT OF PAVING ARE SUBJECT TO REVIEW BY CITY INSPECTOR PRIOR TO POKING (GIVE A MINIMUM OF 24 HODS NOTICE), 3, CONTRACTOR SHALL VERIFY LOCATION OF ALL UTLITIIS PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES 4, CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN ON RRr%ATION PLAN AND CONSTRLICTION PLAN. CONTRACTOR MAY PROTECT AND UTILUE EXISTING SLEEVE AS DEEMED NECESSARY. 5, EXPANSION JOINTS SHALL BE PROVIDED WHERE CONCRETE FLAT WORK ABUTS WALLS, STAN, BUILDINGS, CUR96 , COLUMN, POOL BOND BEAMS AND ANY E <STNG CONCRETE PAVING OR STRICTURES. EXPANSION JOINTS SHALL CONSIST OF 1/2 ASPHALT IMPREGNATED FELT FIBRE, ALL JOINTS SHALL HAVE A URETHANE COLORED SEALANT CAULKING TO MATCH CONCRETE COLOR OR EXP, JOINT FILLER UNLESS INDICATED OTHER WISE. RIP TOP FOAM IS ACCEPTABLE IF APPROVED BY CITY INSPECTOR 6, ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST UNIFORM BU1LDIN3 CODE. 7, THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR 8, CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK, CITY INSPECTOR SHALL BE NCr FED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. 9, CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIAL. 10, THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING TEMPORARY SUPPORTS, SHORING ETC, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT R.IGLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORGSITE, THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS BY THE CITY INSPECTOR It DESIGN, MATERIALS, EGUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE nO4ER, LANDSCAPE ARCHITECT AND CITY INSPECTOR 12, BUILDING PERMITS SHALL BE OBTAINED BY THE OWNER OR CONTRACTOR FOR ALL ELEMENTS OF THE DESIGN RECUIRED BY LOCI( CODE, 13. WHERE WATER PROOFING IS INDICATED ON THE PLANS OR DETAILS FOR RETAINING WALLS, PLANTER WALLS, FLASH WALLS OR ANY OTHER VERTICAL MOISTURE BARRIER, THE WATERPROOFING SHALL CONSIST OF YELLOW JACKET MEMBRANE AND AN APPROVED WATER PROOFINCs COMPOUND SUCH AS THOROSEAL OR PER CITY NSPECTOR CONBTRA.M ON NOTM 14 haLw= AEHCASC CIVIL STREET wOAPR R N LC, 1.2 CONCRETE RAMP PER AEI-CAW CIVIL STET IMPROVEMENT PLANS - OCONCR =TE BIKE PATH PER AEI CASC CIVIL 1,4 STREET IPIPROVEIMIENT PLANS - N.I,C, 12' WIDE D,G, EaESTRIAN PATH SHALL BE FR-E GRADED 4 15 FREE OF ALL A1T� SEE FINISH SG4EDULE AND DETAIL I SHEET ZO 21 COBBLE VENEER ENTRY MONUMENT PER CLARK 4 GREEN ASSOCIATES WALL PLAN (FOR REFERENCE ONLY), 2A COBBLE VENEER LOW PILASTER PER CLARK 4 GREEN G WALL PLANS (FOR REFERENCE ONLY), 25 COBBLE VENEER TALL PILASTER PER CLARK 4 GREEN WALL PLANS (FOR REFERENCE ONLY). 2,9 COBBLE VENEER LCW ENTRY WALL PER CLARK 4 GREEN 8 WALL PLAN (FOR REFERENCE ONLY), 3;0 agumm 3,1 CONCRETE HEADER INSTALL PER DETAIL H , SHT, L-29 , 410 G4,1 EXCAVATION AREA FOR COBBLE INSTALLATION PER DETAIL -iii!- SHEET L_29 . TOTAL EXCAVATION AREA FOR THIS SHEET - 8,000 S.F, O42 LANDSCAPE BOULDERS, SUE AS SHOWN, FINAL BOULDER PLACEMENT SHALL BE APPROVED BY THE CITY INSPECTOR AND LANDSCAPE ARCHITECT, DETAIL St, SHEET L_29 , 8 43 ECLUESTRIAN FENCE INSTALL PER DETAIL -L SHEET L_29_, liki REFER TO SHEET L -2 FOR FINISH SG- (EDIA.E, ABBREVIATION AND GENERAL CONSTRUCTION NOTES, CONSTRUCTION SYMMX LEC490 24" LANDSCAPE BOULDERS OGb 36" LANDSCAPE BOULDERS CONCRETE HEADER LANDSCAPE COBBLE AREA o a EQJESTRIAN FENCE NEKsHBORHOOD ENTRY PILASTER ® LOW PILASTER ® COBBLE VENEER PILASTER CIVIL ENGINEER'S RETANNG WALL AND PIASTERS REFER TO CLARK 4 GREEN ASSOCIATES WALL PLANS FOR ENTRY WALLS AND PERIMETER WALLS, PILASTERS AND DETAILS OUTSIDE OF L.M.D. 4 AEI -CASC RETANNG WALL PLANS FOR FRETANING WALLS WITHIN L.M.D. Z O SCALE: 1" = 4(Y u O SHEET _ OF_ :[•1 C-41 W 2.7 (N CD W W LIM OF W_ ORK W _ z► fie fif w as w sir fff w w ,ma w fff e® w w f� w w w s w w f® w fw tee••••• ®/�.•s.e w w w isw w w ws w w w sw w w LIMIT C w w ,Iw w s.0 C?h I r � v tfd 47;- mot' i� C7 , 2.7j p! :1 ' �C3i 2.7 2.7 2.7 ? 2.7 nh I I = .�..`_. _ —._ ......�.. ....u............._ ................. ...4.... _ ewes_ _nr —uw w a-- iew-� -'iair -JSFi � ws w �.� --® w 1-G w ter! wG -�. -11, =-ice _ 1 LIMIT OF WORK > F c? �^1�1. 0..-Q tA.l} f 7 Ck, I Cl. I j i ' L. LIMIT C w w ,Iw w s.0 C?h I r � v tfd 47;- mot' i� C7 , 2.7j p! :1 ' �C3i 2.7 2.7 2.7 ? 2.7 nh I I = .�..`_. _ —._ ......�.. ....u............._ ................. ...4.... _ ewes_ _nr —uw w a-- iew-� -'iair -JSFi � ws w �.� --® w 1-G w ter! wG -�. -11, =-ice _ 1 LIMIT OF WORK `a- *®• _.:- .all�p,_,,, I w w w w w w w w� i�. ws w' w w � w w w w swe _mm- w a lu -ix 1 co W w w U i UWOOF WORK L0 SCALE. I"= MY C0N5T1IZJCTM NOM lA mm wow 11 0 AEWAS CIVIL STREET I� �N�T PLANS A�E4CASC CIVIL STREET 13P 6�•A5C CIVIL SiiiEET 15 l TAsH � ALL VEGETTvK SEE FM zVWMMLE t AND DETAL 1 SHEET L-9 2O nAACHM D2 7 RETAINNG WALL PM AEF�GASC RE fAINW3 WALL FLAN - N.I.C. 3j0 3J CONCRETE HEADER "TALL FIER DETAIL H . SHT.1-29-. 4jO JUJ.AM 4.1 EXCAVATIOI.I AREA FOR COOOLE MSTALLATION PER DETAIL -,L SHEET x -221 TOTAL EXCAVATION AREA FOR THIS SHEET - SPOO S.F. nLANDSCAPE ®OULDERS. SIZE AS SHO.IX DETAL Sa, SHEET L_29 . 4 3 E L 1 RIAN FENCE MSTALL PER DETAL -L SHEET L-25 . N1 lm TO SHEET -L-L FOR FN04 SCHEDULF, A6EEVIATIONS AND SAL CONSTRUCTION NOTES. II 72.7 2.7) p Q C (�V 7 ■'.mow' w w' w w' w :a ADDED STREETSCAPE PLANTING AND IRRIGATION JDD 07 -25 -07 ADDED FIRE ACCESS RD. JDD 01 -19 -06 21\ ADDED STREETSCAPE PLANTING AND IRRIGATION ARG 12 -01 -05 TY DESCRIPTION OF REVISION DATE a APPROVED CITY OF RANCHO CUCAMONGA RANCHO SUMMIT TRACT NO. 14759.2 CONSTRUCTION PLAN WARDMAN BULLOCK ROAD PULTB HOM WEL WEBB Approved BY ?'' DATE: CITY ENGINEER . "'' '` RCE NO. 24,953 )HAWN BY: 150 Paularino Ave., ante, b Suite 160, L-3 OF 32 Costa Mesa, JHECKED BY: DRAWING NO. i� California 92626 000 -1_ SHEET OF I F c? �^1�1. 0..-Q tA.l} f 7 Ck, I Cl. I j i ' L. `a- *®• _.:- .all�p,_,,, I w w w w w w w w� i�. ws w' w w � w w w w swe _mm- w a lu -ix 1 co W w w U i UWOOF WORK L0 SCALE. I"= MY C0N5T1IZJCTM NOM lA mm wow 11 0 AEWAS CIVIL STREET I� �N�T PLANS A�E4CASC CIVIL STREET 13P 6�•A5C CIVIL SiiiEET 15 l TAsH � ALL VEGETTvK SEE FM zVWMMLE t AND DETAL 1 SHEET L-9 2O nAACHM D2 7 RETAINNG WALL PM AEF�GASC RE fAINW3 WALL FLAN - N.I.C. 3j0 3J CONCRETE HEADER "TALL FIER DETAIL H . SHT.1-29-. 4jO JUJ.AM 4.1 EXCAVATIOI.I AREA FOR COOOLE MSTALLATION PER DETAIL -,L SHEET x -221 TOTAL EXCAVATION AREA FOR THIS SHEET - SPOO S.F. nLANDSCAPE ®OULDERS. SIZE AS SHO.IX DETAL Sa, SHEET L_29 . 4 3 E L 1 RIAN FENCE MSTALL PER DETAL -L SHEET L-25 . N1 lm TO SHEET -L-L FOR FN04 SCHEDULF, A6EEVIATIONS AND SAL CONSTRUCTION NOTES. II 72.7 2.7) p Q C (�V 7 ■'.mow' w w' w w' w :a ADDED STREETSCAPE PLANTING AND IRRIGATION JDD 07 -25 -07 ADDED FIRE ACCESS RD. JDD 01 -19 -06 21\ ADDED STREETSCAPE PLANTING AND IRRIGATION ARG 12 -01 -05 TY DESCRIPTION OF REVISION DATE a APPROVED CITY OF RANCHO CUCAMONGA RANCHO SUMMIT TRACT NO. 14759.2 CONSTRUCTION PLAN WARDMAN BULLOCK ROAD PULTB HOM WEL WEBB Approved BY ?'' DATE: CITY ENGINEER . "'' '` RCE NO. 24,953 )HAWN BY: 150 Paularino Ave., ante, b Suite 160, L-3 OF 32 Costa Mesa, JHECKED BY: DRAWING NO. i� California 92626 000 -1_ SHEET OF IIVA WIW 1 4=10N NOTM 1.0 g912m I.1 CURg AND GUTTER PER AEI -CASC CIVIL STREET IMf'ROVEMF_NT FLANS - N.I.C. 12 CARTE RAMP PER AEI CASC CIVL STREET N I.C. 13 COITE WALK PER AEIGASC CIVL STREET IMPROVEMENT PLANS - N.I.C, A WD DG EEA PATH g� EGRADT t Ib FINIS S• A E A Ib SAL AC408 ROAD Lm E SWEET ON THIS SFT AND 2.7 RETAINING WALL PER AEkCASC RETAINING WALL PLAN - N.LC, 3j0 3.1 CONCRIETIE HEADER INSTALL PER DETAIL H SHT. L-25. 4j0 tUCALLAbIM 0 d,I EXCAVATION AREA FOR COBBLE INSTALLATION PER DETAL -, SWEET L_2S " TOTAL EXCAVATION AREA FOR THIS SHEET - 8,000 S.F. 4s LANDSCAPE BOULDERS, SIZE AS SHCWlN. FINAL BOULDER PLA I h SHALL BE APPROVED BY THE CITY INSPECTOR AND LANDSCAPE ARCHITECT. DETAIL -ja- SHEET L_2S . B43 E=ESTRIAN FENCE INSTALL PER DETAIL J . SHEET L_2B . N091m RE a TO SWEET L-2 FOR FINISH SCAMILE, ABBREVIATIONS AND ORAL CONSTRUCTION NOTES. I,I �s F A PA' ZG% 2' N✓ s ^°S s Cj"TmjcTVN GI _ !1 LANDSCAPE 6060 24" BOULDERS 00o 36" LANDS�APE S CONCRETE .E- LANDSCAPE C405BLE AREA ISCIIIIESTRIAN FENCE c3 NE1644BORWOOD ENTRY -- COBBLE VENEER PL45TER - - - I PLASTERS ♦t - - -- TO CLARK 4 GREEN O ENTRY �. PLASTERS AND DIETALS, PERMTER OUTSIDE ♦ L.M.D. RETAINING WALL PLANS FOR RETANIN63 WALLS WITHIN LIMID. 1-01. li3 I A'Q � „J ' ?' v C ,� a a, �, 13 t � n 4}s 3.1 OR _.-t 0 nA r m I► 1-5 3.1 43 r IS f„ "7 4t�v 4.1 13 �A Q �• f �- O la),jj I 6,11 CY P P' e. :9. if 6. �s L6 , 4.1 P; C_ 3.1 43 ,, \ , cti �� 4ti 2.2 N 1.J rii A 1: 4.1 Xx 42 ; L YOUNGS CANYON ROAD -j I 3.1 50' 32' A. C. PAVEMENT 2.09 IN 3.1 r ' '• n 3.1 4i PROPOSED / R/W R W 12.9' 14.2' 12' 18' Y 0.5' Y W 6' Q0 4' S/W Lu LU 172.0 >c9> LU 0.5' � o 4.09 1.09 9 2.09 _____ LIMITED A &/� FiLl LITTLE OAK COURT TRACT 14759 -1 ALTERNATE FIRE ACCESS (N.T.S.) N7 0 " F1 CONSTRUCT 8" CONCRETE ROADWAY SECTION. 8" SECTION MAINTAINED 1 !b 4G 4.2 ! k, 2] INSTALL CHAIN ON BOLLARDS WITH FIRE DEPARTMENT LOCK ACROSS EMERGENCY DRIVE ACCESS "EMERGENCY �V ! 13 PLACE 2 -SIDED SIGN IN CENTER OF CHAIN STATING FIRE ACCESS ONLY" ® �3 INSTALL "NO PARKING FIRE LANE" SIGN ! ° 4,1 ' 1 1 /O 4❑ s 4.1 REFERENCE RCFPD STANDARD 9 -7 FOR ACCESS ROADWAY CONSTRUCTION ! \ 41 M THE ANGLE OF APPROACH AND DEPARTURE MUST NOT EXCEED 209 ALL CONSTRUCTION AND INSTALLATION SHALL CONFORM TO RCFPD STANDARDS Q ` ! • ; ° 11 5 4 \ , T ` 9 Q �• f �- O la),jj I 6,11 CY P P' e. :9. if 6. �s L6 , 4.1 P; C_ 3.1 43 ,, \ , cti �� 4ti 2.2 N 1.J rii A 1: 4.1 Xx 42 ; L YOUNGS CANYON ROAD -j I 3.1 50' 32' A. C. PAVEMENT 2.09 IN 3.1 r ' '• n 3.1 4i PROPOSED / R/W R W 12.9' 14.2' 12' 18' Y 0.5' Y W 6' Q0 4' S/W Lu LU 172.0 >c9> LU 0.5' � o 4.09 1.09 9 2.09 _____ LIMITED A &/� FiLl LITTLE OAK COURT TRACT 14759 -1 ALTERNATE FIRE ACCESS (N.T.S.) N7 3.1 4.2 �! 1 c# ! PARK NOT APART OF PROJECT u, J ! / ! r, ! L�. 4 _I V/P lvj NORTH �Gj SCALE: 1" = MY SM SHEET L -11 t IS FOR IRRKsATION PLAN FOR THIS AREA SEE SHEET L_20 FOR TREE PLANTING PLAN FOR THIS AREA. SEE SHEET L_ A- FOR SHRUB PLANTING PLAN FOR THIS AAA. ADDED FIRE ACCESS RD. JDD 01 -19 -06 DESCRIPTION OF REVISION DATE cr APPROVED CITY OF RANCHO CUCAMONGA RANCHO SUMMIT TRACT NO. 14759.2 CONSTRUCTION PLAN WARDMAN BULLOCK ROAD PULTE HOM &WEL WEBB Approved BY DATE: CITY ENGINEER RCE N0. 24953 DESIGNED BY: FEAM RECOMMENDED: APIMC DATE: SNW04 - DRAWN Br 150 Paularino Ave., sHE r: Suite 160, L-4 OF 32 : Costa Mesa, CHECKED BY DRAWING ^N0. WdAFM California 92626• of �d SHEET i OF_ F1 CONSTRUCT 8" CONCRETE ROADWAY SECTION. 8" SECTION MAINTAINED THROUGH S/W AS DETAILED PER STD. 101 (DRIVE APPROACH AND SIDEWALK TYPE C). PROVIDE A COBBLESTONE FINISH PER STD. 542 CASE 1 (CONCRETE BED =8 ") 2] INSTALL CHAIN ON BOLLARDS WITH FIRE DEPARTMENT LOCK ACROSS EMERGENCY DRIVE ACCESS "EMERGENCY PLACE 2 -SIDED SIGN IN CENTER OF CHAIN STATING FIRE ACCESS ONLY" ® �3 INSTALL "NO PARKING FIRE LANE" SIGN 4,1 , Qy /O 4❑ PAINT TOP OF CURB RED WITH 3" "FIRE LANE" PER RCFPD STD. 9 -7 REFERENCE RCFPD STANDARD 9 -7 FOR ACCESS ROADWAY CONSTRUCTION ! THE SLOPE OF ROADWAY MUST NOT EXCEED 1290 THE ANGLE OF APPROACH AND DEPARTURE MUST NOT EXCEED 209 ALL CONSTRUCTION AND INSTALLATION SHALL CONFORM TO RCFPD STANDARDS Q ` ! • ; ° 11 5 CONSTRUCT LIMITED ACCES CURB PER CITY STD. 105 -C (WIDTH = 25') TRANSITION LENGTH =4' TO MATCH EXISTING 6" CURB FACE 3.1 4.2 �! 1 c# ! PARK NOT APART OF PROJECT u, J ! / ! r, ! L�. 4 _I V/P lvj NORTH �Gj SCALE: 1" = MY SM SHEET L -11 t IS FOR IRRKsATION PLAN FOR THIS AREA SEE SHEET L_20 FOR TREE PLANTING PLAN FOR THIS AREA. SEE SHEET L_ A- FOR SHRUB PLANTING PLAN FOR THIS AAA. ADDED FIRE ACCESS RD. JDD 01 -19 -06 DESCRIPTION OF REVISION DATE cr APPROVED CITY OF RANCHO CUCAMONGA RANCHO SUMMIT TRACT NO. 14759.2 CONSTRUCTION PLAN WARDMAN BULLOCK ROAD PULTE HOM &WEL WEBB Approved BY DATE: CITY ENGINEER RCE N0. 24953 DESIGNED BY: FEAM RECOMMENDED: APIMC DATE: SNW04 - DRAWN Br 150 Paularino Ave., sHE r: Suite 160, L-4 OF 32 : Costa Mesa, CHECKED BY DRAWING ^N0. WdAFM California 92626• of �d SHEET i OF_ L'- P,A- CIFFVF 1300PC331MMP9M0IMI WX- MPRN0=M PRESSURE COMPENSATING SCREENS fPCS1 SHALL BE ON 15 FT. RADIUS HALF PATTERN HEADS THROWING BETWEEN A 10 FT. TO 12 FT. RADIUS, ON 10 FT. AND 15 FT. U HEADS THROWING BETWEEN A 5 FT. TO 8 FT. RADIUS, AND ON 8 FT. HEADS TO 12 FT. Q RADIUS HEADS THROWING LESS THAN 3 FT. RADIUS. MODEL PCS -010 PCS -020 PCS -030 PCs -040 PCS -060 PCS -090 PCS -123 PCs -175 PCS -260 PCS-370 GPM: 1 2 3 4 6 9 1.25 1.75 2.8 3.7 COLOR: PURPLE BROWN SILF ORANGE BLACK WHITE EN YELLOW BLUE RED 5F -_ .- 8' 8 1812 SAM PRS 12" POP -UP SHRUB 5H 4' 5' IF REQ'D.) 360' 180" 90' 3.301.65 D .83 25 14': B ® M p RAINBIRD 1812 SAM PRS 12" 50 5' SPRAY_ - 12F,12H,12Q (12VAN IF REQ'D.) 360' 180' 90' 2.401.20 .60 25 11'` tS' _ W RAINBIRD 1812 8H - 5' 7: ! % ' SHRUB SPRAY 10F,10H,10Q (10VAN IF REQ'Dj 8T - 6' 7 .72 .36 25 9" S BQ 4 li RAINBIRD 1812 SAM PRS 12" SHRUB SPRAY —r — IF NEEDED) 1'.. 4' -8' 10' .07 25 4' ' 10H 10T 3' 4' 6' 9' 1KF RAINBIRD 1812 SAM PRS 12" POP —UP 100 2' s' 8' 10' 4'x28 } 12F - L___ - ._ 2' 2' 3' 5' - 6 7' 8' 10' ti RAINBIRD 1812 1277 _. - 2' 4' 6' 9' 12' STRIP 12H - 12T 120 - - 2' 3' 4' 6' 8' 6' 10' 11, 10' 11' 12' 12; 12 25 N/A B 15F - - - - 4' 6' ., n' 12' 16' 1570 _ 157 _ - 1' - 2' - 4' 7 6' 8' e' 10 14' 1 16' . 15H - 15T - 150 - - - 3' 3 5' 5' 4 7' 9' 12' 12' '4' 1' 16F -SLA 16H -SLA - �_- 05 i' 0.5 4' 2' 9' 3' 12' j 6' 18' 16Q -SLA 18 90' -VAN - 18 ((18�) -VAN - 18 (27M -VAN - 18 (330') -VAN - 2' - - - d' 0.5' - - 11' 2' 1' 0.5' 0.5' 18' 6' 3' 1' _ 1' 12' S' 3' 3' - 1T 5' 4' t♦Y 9' 12' 15' 22F -SS - - _ __ -�� - _ 2' 5' It 4' 7' 22' 18' 2Z' 22H -SS - - 2' 4' 8' 220-SS - 2' 7' 12' 20' 2Z SF -B _ _ 5H -B -- - 1. 5 s, 5Q -B 5CST -8 - 3' V 1550 - - - - - 4'X4' ! 7'x7' 11'x71' ' 16'%15' 76'X1 s' 9SST _ y6 i 9'X11' 9'x13 9'X14' 4' ' X ' 71 15SST 4'X5' 4'X10' 4X15 ' 4X16 15EST - - 4'x12' 4'X15' BOLD TYPE INDICATE RECOMMENDED NOZZLE /SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. HEAD SYMBOL LEGEND MAKER DETAIL MODEL NUMBER - DESCRIPTION NOZZLE I Q PATTERN GPM PSI RADIUS DETAIL m N/A SOT. MOISTURE SENSORS. (10) RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 18F,18H,18Q (18VAN IF REQ'D.) 360' 180' 90' 4.862.43 H 1.2 25 17' B V p RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 15F,15H,15Q (15VAN IF REQ'D.) 360' 180" 90' 3.301.65 D .83 25 14': B ® M p RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY_ - 12F,12H,12Q (12VAN IF REQ'D.) 360' 180' 90' 2.401.20 .60 25 11'` e V W RAINBIRD 1812 SAM PRS 12" POP —UP SHRUB SPRAY 10F,10H,10Q (10VAN IF REQ'Dj 360' 180' 90' 1.44 .72 .36 25 9" S V 8 RAINBIRD 1812 SAM PRS 12" POP —UP SHRUB SPRAY 5H,5Q (4VAN IF NEEDED) 180' 90' 13 .07 25 4' ' B O RAINBIRD 1812 SAM PRS 12" POP —UP SHRUB SPRAY 15887 SIDE STRIP 4'x28 1.10 25 141 B 19 RAINBIRD 1812 SAM PRS 12" POP —UP SHRUB SPRAY 15EST END STRIP 4'x14 .56 25 N/A B SEE IRRIGATION DETAIL SHEET NO. L -18 AND SPECIFICATIONS SHEET NO. 1-30 & 1-31 FLOW METER CABLE FURNISH AND INSTALL FLOW METER CABLE: ARIZONA ELECTRICAL FABRICATORS MODEL NO. 9516 -2SP. INSTALL CABLE IN A 1" PVC SCHEDULE 40 CONDUIT, MINIMUM. No VA 4:T974 =I- 11I 679 3:am� ALL REMOTE CONTROL VALVES, GATE VALVES AND PRESSURE RELIEF VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING GREEN COVERS. ALL SHALL BE CARSON OR AMETEK OR APPROVED EQU AND SHALL BE MARKED INDICATING CONTROLLER AND STATION NUMBER FOR CONTROL VALVES WITH 1" HEAT BRANDED LETTERS. MAINTAIN 18" DISTANCE FROM ALL HARD SURFACES, ADDITION& CATION NOTES CONTRACTOR SHALL ALLOW FOR ON —SITE MODIFICATION OF TREE & VINE LOCATIONS AND ALLOW IN THE BID PRICE FOR MINOR ADJUSTMENTS IN THE FINAL LOCATION OF TREE AND VINE BUBBLERS. CONTRACTOR SHALL REVIEW VALVE SEQUENCING WITH CiTY OR OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL OF SEQUENCING PLAN PRIOR TO INSTALLATION. NOTES: 1. ALL PIPING SWILL MEET IAPMO AND NSF STANDARDS FOR PVC TYPE 1, GRADE 1 PIPE 2. CONTRACTOR SHALL PROVIDE SLEEVING (TWICE THE SIZE OF LATERAL/kWNUNE) OR AS NOTED FOR ALL LATERALS OR MAINLINE LOCATED UNDER SIDEWALKS, COBBLES, STREETS AND WALLS. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN INCONSPICUOUS SHRUB AREAS. 4. FOR GENERAL IRRIGATION NOTES SEE SHEET L -17' 5. CONTRACTOR SHALL USE RAINBIRD PCS SCREENS TO ACHIEVE PROPER COVERAGE. REFER TO PCS CHART ON THIS SHEET. 2/z 2/z m > ' , L+ ✓ 1I 91/2 �� �� ■��� /z fff ,'y MATCHUNE SEE SHEET L -10 /z SYMBOL LEGEND MAKER MODEL NUMBER — DESCRIPTION DETAIL LOW &AL.LONAGE RRIGATM SYSTEM. RAINBIRD EFB —CP —PRS —D PRESSURE REDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR SIZE I Q RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SEE PLAN FOR SIZE (BUBBLERS) INDICATES VALVES TO BE USED FOR BUBBLER SYSTEMS TO TREES & VINES. I NOT SHOWN CARSON VALVES TO BE PLACED IN A CARSON OR APPROVED EQUAL VALVE BOX N/A SOT. MOISTURE SENSORS. (10) RAINBIRD 33 DNP QUICK COUPLERS EVERY 150'. INSTALL IN GROUNDCOVER. L RAIN SENSORS, (5) WILKENS 500 SERIES OR EQUAL PRESSURE REGULATOR — 234" N/A ® ® BAILEY FEBCO MODEL #1008 WYE STRAINER W/ 60 MESH MONEL SCREEN OR APPROVED EQUAL N/A 825 —Y, 2" BACKFLOW PLACED IN A COAST GUARD SHACK ENCLOSURE, MODEL NO. CGS -1 F L-9 TO L -R CALSENSE FM -1.258 FLOW METER H ® SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC DIAPHRAGM Y MASTER GLOBE VALVE I NIBCO 1%- & SMALLER — NIBCO T- 585- 70 -66, 2" & LARGER — WATT SERIES FBV -2 1/2" GATE VALVE K OA sQ © ■ ■ CALSENSE APPROVED MODEL ET- 2000- 40 —LR /RR W/TP —i, TP -110 W/ LR DOME ANTENNA POST IN A STRONG BOX MODEL #SB- 24SS /120VOLT W/ A CONTROLLER ASSEMBLY. SEE PLAN FOR SPECIFICATION. PVC CLASS 315 MAINLINE, SIZE 2" OR GREATER — SEE PLAN FOR SIZE, MIN. COVER 18" M,N D ■ ■ APPROVED PVC SCHEDULE 40 MAINLINE, SIZE LESS THAN 2" — SEE PLAN FOR SIZE, MIN. COVER 18" D L J _ APPROVED PVC SCH 40 SLEEVES TO BE TWICE SIZE OF THE SLEEVED PIPE OR AS NOTED, MIN. COVER 12" E APPROVED PVC SCH 40 LATERAL LINE, SEE PLAN FOR SIZE, MIN. COVER 12" D p CARSON PROPOSED 1419 -138 INDUSTRY PULL BOX MARKED 'ELECTRIC' W/ 36" EXPANSION LOOPS IN BOX, TYP. ELECTRICAL SERVICE PER UTILITY PLANS P N/A PROPOSED 2" DOMESTIC WATER METER PER CUCAMONGA COUNTY WATER DISTRICT N/A ® PROPOSED BARRETT BOOSTER PUMP PER UNITED GREEN TECH SPECIFICATIONS. REFER TO SHEET L -17 N/A ~ — CONTINUATION OF LATERAL OR MAINLINE, REFER TO ADJACENT MATCHLINE SHEET NO. N/A PROVIDE MAINLINE GATE VALVE/VALVE BOX FOR FUTURE USE N/A VALVE NO./ �� �� \GPM CONTROLLER SEQUENCE VALVE SIZE 1� 2W / SQ. Fi VALVE LEGM xmiec PE ASSESSMENT SYSTEM SUMMARY IiRIISATiON (Polo! VakW CLAIMED (SHEET */REF. go I. LOW &AL.LONAGE RRIGATM SYSTEM. 2. AUTOMATIC =NR OLl.M (20) 20 L -10 4 L -12 3. DESKsiIM TO WATER PLANTS 5Y WLAiERMG NEEDS. (10) 10 L-9 TO L -R 4. SOT. MOISTURE SENSORS. (10) O — 5. RAIN SENSORS, (5) 5 L -10 4 L -12 b. WIND SENSORS. (5) 0 — 7. SENSITWE TO SLOPE FACTORS. (5) 5 L-9 TO L -R S. MCLAMV OR RWYCLieD WATER (5) — — TOTAL POINTS CLAMED- 60 "NIWI!M POINTS RE6IUIREik 60) SEE SHEET L-2 FOR COIJSTRUCTk7N PLAN FOR i1a13 AREA SEE SHEET L_1% FOR TREE PLANTMG PLAN FOR THIS AREA. SEE SHEET L-24 FOR SHRLA3 PLANTWs PLAN FOR THIS AREA. SCALE: IN - W 1w WN © r ® © rr ELI LIMIT OF WORK 2" 01A URE 4MPROVEMENT-&- 9 `. �-,,. �wr ��: r �.+,M.. -* . .� j A... w-. M1R '�"�`:�a.,'W.'si"i�.src.rx4•.,i e' .ear /iti.7[ti!► li Jl lA IC i� .���ivll7i' ' Row�, , '.' °� • %'��i: "' �►�Z ��l�D��, °. �•� -��I ��Vf� � � ff 1 II III, II�A - r a,C:.:c.o ,iif� , � .w�:R "< �.... t .• �1/�PS.�i0111 __ _ •.T -•, - :- �►�fJlt(!lt(il�r'. •�.�L"� - e, ��rl /:p�ylrrl[t�i►h[t(l[�llr4{,�Y� • • i ';OLIIIt7NN( �! ]!" Y( 1l fill � 1 � �� .. . s...r..wr. �.., ,� L L /l Ii I[ /.. L 1 [ I\ a •, � __ - � - a • ,.X a /l JI Jl u l[ lC -. -' -• ; . - -" _-, � ,j - - .•- ..,,+...,.►i' �. ��: � , .. �;I ... ,� I i � rfr ��.,� ._W:,.. � i yin •;q i � ;" 1OWP08 90R PEFICIP LANCE- 1AMtN=M PRESSURE COMPENSATING SCREENS SHALL BE ON 15 FT. RADIUS HALF PATTERN HEADS THROWING BETWEEN A 10 Fi. TO 12 Fi. UIJS) RADIUS, ON 10 FT. AND 15 FT. RADIUS HEADS THROWING BETWEEN A 5 FT. TO 8 FT. RADIUS, AND ON 8 FT. HEADS TO 12 FT. Q RADIUS HEADS THROWING LESS THAN 3 FT. RADIUS. MODEL: PCS -010 PCS -020 PCS -030 PCS -040 PCS -060 PCS -090 PCS -125 PCS -175 PCS -260 PCS -370 GPM: .1 .2 .3 .4 .6 .9 1.25 1.75 2.6 3.7 COLOR: PURPLE BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED 5F - B I K V 0 RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB r 15F,15H,15Q (15VAN IF REQ'D.) 3601 180 90? 3.30 5T r 25 14' B ® M W RAINBIRD 1812 SAM 50 r POP -UP SHRUB SPRAY 12F,12H,120 (12VAN IF REQ'D.) 36011801. I PROPOSED 8F - - 4 3' r B v Y N/A RAINBIRD 8H - 5' 7' r SHRUB SPRAY 10F,10H,10Q (10VAN IF REQ'D.) BT - 6' 7' r .36 25 9' B V 80 4' r SAM PRS 12" POP -UP SHRUB SPRAY 5H,50 (4VAN IF NEEDED) 1 of - - - 1' 4' 8' td B O 10H RAIN IIRD 3' 6' 81 td POP -UP SHRUB SPRAY 15SST SIDE STRIP 10T - 4' 9' tr 1.10 25 1 N/A B 10Q 2' 6' e' 1r SAM PRS 12" POP -UP SHRUB SPRAY 12F - - - 2' 5' 7' 8' it 25 1270 - - 2' 3' 6' 81 10' 72' 12TT - - 2' 4' 6' it 12H - - 4' 6' 10' �9. 12T - 2' 6' 10' 11' ?T' 120 - 3' 8' ill it 15F - - - - - 4' 6' 10' 12' it 15TO - - - - - 6' 8' 14' it 15TT - - 1' 2' 4' 8' 10' 13' 1r 15H - - 3' 4' 7' 11' 10' 15T - - 5' 7• 12' t4' 1 150 - 3' 5' 9' 12' 1r 16F -SLA - r - - Q5' 2• 3• 6' 12' it 16H -SLA - 0.51 t' 4' 9' 12' 1r 160 -SLA 1' 2' 81 11' lr 18 (90 -VAN - - 0.5' 2' 6' 12' 17' 1r 18 (, 80') -VAN - - - 1' 3• 51 9' 16' it 18 -VAN - - - 0.5' 1 • 3' 5' 11' 15' 1r ((270'3 18 330 -VAN - - - 0.5' i' 3- 4' 91 12' 15' 22F -SS - - - - 2' 5' 7' 18' 22' 22H -SS - - 2' 4' 8' 14' 211' 22Q -SS - 2' 7' 12' 20' 22' 5F -B - - - 1 • 2' 3' r 5H -8 - i' 2' r 5Q -B - 2' 4' r 5CST -8 - i' 3' r 15SQ - - - - - 4'X4' 7'x7' 111Xi1• 1rXIV 16'X16' 9 9'x11' 9'X13' 9'X14' CS ST - - - 4'X6' 4'X12' r 4'X17• 4'X18' 15SST - - - 4'X5' 4'X10' 4Xtr 4'X16' 15EST - - 4'X12' 4'X15' D 17PE INDICATE RECOMMENDED NOZZLE /SCREEN COMBINATION TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. HEAD SYMBOL LEGEND MAKER DETAIL MODEL NUMBER- DESCRIPTION EFB -CP -PRS -D PRESSURE REDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR SIZE NOZZLE O RAINBIRD PATTERN I GPM NOT SHOWN PSI IRADIUS DETAIL m r`t/1 101 RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 18F,18H,18Q (18VAN IF REQ'D.) 3601 180 90? 4.86 2.43 1.22 25 17' B I K V 0 RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 15F,15H,15Q (15VAN IF REQ'D.) 3601 180 90? 3.30 1.65 .83 25 14' B ® M W RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 12F,12H,120 (12VAN IF REQ'D.) 36011801. I PROPOSED 90? 2.40 1.20 .60 25 1 11' B v Y N/A RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 10F,10H,10Q (10VAN IF REQ'D.) 360 180 90? 1.44 .72 .36 25 9' B V 9 RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 5H,50 (4VAN IF NEEDED) 180 90? .13 .07 25 4' B O RAIN IIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 15SST SIDE STRIP 4'x28 1.10 25 1 N/A B 19 1 RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 15EST END STRIP 4'x14 .56 25 N/A B SEE IRRIGATION DETAIL SHEET NO. L -18 AND SPECIFICATIONS SHEET NO. L -30 & L -31 . FLOW METER CABLE FURNISH AND INSTALL FLOW METER CABLE: ARIZONA ELECTRICAL FABRICATORS MODEL NO. 9516 -2SP. INSTALL CABLE IN A 1" PVC SCHEDULE 40 CONDUIT, MINIMUM. VALVE BOXES (DOMESTIC) ALL REMOTE CONTROL VALVES, GATE VALVES AND PRESSURE RELIEF VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING GREEN COVERS. ALL SHALL BE CARSON OR AMETEK OR APPROVED EQUAL, AND SHALL BE MARKED INDICATING CONTROLLER AND STATION NUMBER FOR CONTROL VALVES WITH 1" HEAT BRANDED LETTERS. MAINTAIN 18" DISTANCE FROM ALL HARD SURFACES. ADMIONAL IRR OATION NOTES CONTRACTOR SHALL ALLOW FOR ON -SITE MODIFICATION OF TREE & VINE LOCATIONS AND ALLOW IN THE BID PRICE FOR MINOR ADJUSTMENTS IN THE FINAL LOCATION OF TREE AND VINE BUBBLERS. CONTRACTOR SHALL REVIEW VALVE SEQUENCING WITH CITY OR OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL OF SEQUENCING PLAN PRIOR TO INSTALLATION. NOTES: 1. ALL PIPING SHALL MEET IAPMO AND NSF STANDARDS FOR PVC TYPE 1, GRADE 1 PIPE 2. CONTRACTOR SHALL PROVIDE SLEEVING (TWICE THE SIZE OF LATERAL /MAINLINE) OR AS NOTED FOR ALL LATERALS OR MAINLINE LOCATED UNDER SIDEWALKS, COBBLES, STREETS AND WALLS. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN INCONSPICUOUS SHRUB AREAS. 4. FOR GENERAL IRRIGATION NOTES SEE SHEET L -17' 5. CONTRACTOR SHALL USE RAINBIRD PCS SCREENS TO ACHIEVE PROPER COVERAGE. REFER TO PCS CHART ON THIS SHEET. 0 2' / 2160 r�i4" IA. LEEVE in V7 U J 1 wr- 1w © UL] SYMBOL LEGEND MAKER MODEL NUMBER - DESCRIPTION DETAIL 09 RAINBIRD EFB -CP -PRS -D PRESSURE REDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR SIZE I O RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SEE PLAN FOR SIZE (BUBBLERS) INDICATES VALVES TO BE USED FOR BUBBLER SYSTEMS TO TREES & VINES. I NOT SHOWN CARSON VALVES TO BE PLACED IN A CARSON OR APPROVED EQUAL VALVE BOX N/A 10 RAINBIRD 33 DNP QUICK COUPLERS EVERY 150'. INSTALL IN GROUNDCOVER. L - 5. RAM SENSORS. (5) WILKENS 500 SERIES OR EQUAL PRESSURE REGULATOR - 2?" N/A e BAILEY MODEL #100B WYE STRAINER W/ 60 MESH MONEL SCREEN OR APPROVED EQUAL N/A It FEBCO 825 -Y, 2" BACKFLOW PLACED IN A COAST GUARD SHACK ENCLOSURE, MODEL NO. CGS -1 F EB CALSENSE FM -1.258 FLOW METER H ® SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC DIAPHRAGM 2" MASTER GLOBE VALVE I K ►t NIBCO 17' & SMALLER - NIBCO T- 585- 70 -66, 2" & LARGER - WATT SERIES FBV -2 112" GATE VALVE QQ© CALSENSE MODEL ET- 2000- 40 -LR /RR W /TP -i, TP -110 W/ LR DOME ANTENNA POST IN A STRONG BOX MODEL TSB- 24SS /120VOLT W/ A CONTROLLER ASSEMBLY. SEE PLAN FOR SPECIFICATION. M,N APPROVED PVC CLASS 315 MAINLINE, SIZE 2" OR GREATER - SEE PLAN FOR SIZE, MIN. COVER 18" D ■ APPROVED PVC SCHEDULE 40 MAINLINE, SIZE LESS THAN 2" - SEE PLAN FOR SIZE, MIN. COVER 18" D APPROVED PVC SCH 40 SLEEVES TO BE TWICE SIZE OF THE SLEEVED PIPE OR AS NOTED, MIN. COVER 12" E APPROVED PVC SCH 40 LATERAL LINE, SEE PLAN FOR SIZE, MIN. COVER 12" D P CARSON 1419 -138 INDUSTRY PULL BOX MARKED 'ELECTRIC' W/ 36" EXPANSION LOOPS IN BOX, TYP. P PROPOSED ELECTRICAL SERVICE PER UTILITY PLANS N/A LDJ PROPOSED 27 DOMESTIC WATER METER PER CUCAMONGA COUNTY WATER DISTRICT N/A ® I PROPOSED _ I BARRETT BOOSTER PUMP PER UNITED GREEN TECH SPECIFICATIONS. REFER TO SHEET L -17 N/A CONTINUATION OF LATERAL OR MAINLINE, REFER TO ADJACENT MATCHLINE SHEET NO. N/A PROVIDE MAINLINE GATE VALVE /VALVE BOX FOR FUTURE USE N/A VALVE N0./ ��GPM CONTROLLER SEQUENCE A'1 5A VALVE SIZE 1j 200 ESQ. FT. VALVE LEGM r 2190 / �Ctgl>inlA PULL BOX WTM CONMOLLER WIRES CONTRACTOR SHALL PROV144E AN APPROVED PULL BOX AT THIS LOCATION W� 2 EXTRA CONTROL WIRES AND ONE COMMON IRE WITH (1) ORANGE WIRE FROM CONTROLLER LOCATION TO FARTHEST POINT IN BOTH DIRECTIONS WITH 36" EXPANSION LOOPS FOR FUTURE STATIONS. TYPICAL - MAINLINE CAPPED LOCATIONS. CONTRACTOR TO INSTALL VALVE BOX AT VALVE LOCATION AND CAP VALVE FOR FUTURE. p XERBCAPE ASSESSMENT SYSTEM SI,lMMARY FONTS R113ERENCE RRIGATM 6P911nL vak4w C4-AIMED ( . 0) I. LOW CiALLONAGE IRRIGATION SYSTEM. (20) 20 L,S TO L -17 2, AUTOMATIC CONTROLLER. (20) 20 L -10 4 L -12 3. DES&4ED TO WATER PLANTS 5Y WATERING NEEDS. (10) 10 L -9 TO L -17 4. SOL MOISTURE SENSORS. (10) O - 5. RAM SENSORS. (5) 5 L -10 4 L -12 6. WIND SENSORS. (5) O - 7. SENSITIVE TO SLOPE FACTORS. (5) 5 L -9 TO L -17 8. RECLAIMED OR RECYCLED WATER. (5) - - TOTAL POINTS CLAIMED: 60 (MINIMUM POWs REGLIAZED: 60) Z Ilk O 1 SCALE: 1" = 40' SHEET _ Of P FUNSURE CALCULATONS I VALVE A -29 WATER METER # STA. 19 +29.02 SIZE 2" ELEVATION 1519' PRESS. REG. (FALL -OFF) STATIC PRESSURE HIGH 156 psi LOW 140 psi SOURCE OF INFORMATION RUSSEL SILVA psi PHONE NUMBER (909) 483 -7448 3 DATE OF INFORMATION JAN. 24, 2003 MASTER VALVE 1 H.G.L. MEAN ELEVATION 1879 (UPPER) IREQUIRED IF STATIC 2 psi PRESSURE UNKNOWN) WATER METER ELEVATION 1519' psi 1630' 234" 360' X .433 = 156 PSI REMOTE CONTROL VALVE # A -29 SIZE 134" MAXIMUM DEMAND 45 G.P.M. 77' ELEVATION OF HIGHEST HEAD 1535.39' psi QTY. SIZE ITEM P.S.I S 2^" WATER METER 2 psi I PRESS. REG. (FALL -OFF) 3 psi 2" R.P. BACKFLOW DEVICE 12 psi 2" FLOW METER 3 Psi 2" MASTER VALVE 1 Psi 2 234" GATE VALVE (S) 2 psi 350' 2" MAIN LINE 6 psi 1630' 234" MAIN LINE 12 psi 13iw R.C.V. ASSEMBLY 3 psi 77' LATERAL LINE LOSS 2 psi 35' N47 LATERAL LINE LOSS 1 psi 58' 1" LATERAL LINE LOSS 2 psi 5' � LATERAL LINE LOSS 0 psi 32' 2" LATERAL LINE LOSS 1 psi 25 14' B FITTING LOSS (10 %) 2 Psi 16' ELEVATION CHANGE I•/ -) +7 psi 12" TOTAL SYSTEM LOSSES: SHRUB 61 psi PRESSURE TO OPERATE HEAD: IF 25 psi 180' 90' TOTAL PRESSURE REQUIRED: N/A 86 psi LOWEST STATIC PRESSURE AVAILABLE: 140 psi PRE -SET REGULATED PRESSURE (IF REQUIRED): 34 psi RESIDUAL WATER PRESSURE: SAM 20 psi CITY REQUIRED RESIDUAL WATER PRESSURE: lw• W, �4` �2•, 0 /2,• IFVVMTM COMTAOUJM O CALSENSE 40 STATION, ET'I- 2000- 40— DR —LR /RR W/ TP -1, TP -110 W/ LR /RR DOME ANTENNA IN A STRONGBOX STAINLESS STEEL MODEL NO. SB- 24— SS /12OV. SEE DETAIL-IL, SHEET L_t8 . CONTRACTOR SHALL VERIFY ELECTRICAL STUB LOCATION AND INSTALL CONDUIT SWEEP THROUGH PAD INTO STRONG BOX FOR FINAL SETTING OF METER BY UTILITY COMPANY. CONTRACTOR IS RESPONSIBLE FOR FINAL POWER CONNECTION(S). IN ADDITION, CONTRACTOR SHALL PROVIDE A GROUNDED WATERPROOF OUTLET WITHIN STRONG BOX. CONTRACTOR SHALL COORDINATE FINAL CONTROLLER(S) LOCATION IN ADVANCE WITH THE CITY OF RANCHO CUCAMONGA INSPECTOR TO VERIFY RECEPTION. WA D-MANI BULLOCK ROAD /A2/22 DIA AS P.O.C. # PER CIVIL ENGINEER'S WATER IMPROVEMENT PLANS (VERIFY LOCATION) P.O.C' SERVICE jgg 02 METER SIZE 2" DOMESTIC (PROVIDED BY OWNER). WORKING PRESSURE IN 45 PSI STATIC PRESSURE IN 156 PSI CUCAMONGA COUNTY WATER DISTRICT INFORMATION FROM: RUSSEL SILVA DATE: JAN, 24, 2003 1 %2 u, 3/L 1�2. 1/2•' I HEAD SYMBOL LEGEND MAKER DETAIL MODEL NUMBER — DESCRIPTION NOZZLE I 0 PATTERN GPM PSI RADIUS DETAIL' m N/A iPI RAINBIRD 1812 SAM PRS 12” POP —UP SHRUB SPRAY 18F,18H,180 (iBVAN IF REQ'D.) 360' 180' 90' 4.862.43 CALSENSE 1.22 25 17' B 3100 SERIES NORMALLY OPEN ELECTRIC DIAPHRAGM 2" MASTER GLOBE VALVE 1 ELEVA110N OF HIGHEST HEAD RAINBIRD 1812 SAM PRS 12" POP —UP SHRUB SPRAY 15F,15H,15Q (15VAN IF REQ'D.) 360" 180' 90' 3.301.65 APPROVED .83 25 14' B ® M p RAINBIRD 1812 SAM PRS 12" POP —UP SHRUB SPRAY 12F,12H,12Q (12VAN IF REQ'D.) 360' 180' 90' 2.401.20 N/A .60 25 11' B ® y I PROVIDE MAINLINE GATE VALVE/VALVE BOX FOR FUTURE USE RAINBIRD 1812 SAM PRS 12" POP —UP SHRUB SPRAY 10F,10H,100 (10VAN IF REQ'D.) 360' 180' 90' 1.44 .72 ,36 25 9' B PRE -SET REGULATED PRESSURE (IF REQUIRED): V 9 RAINBIRD 1812 SAM PRS 12" POP —UP SHRUB SPRAY 5H,50 (4VAN IF NEEDED) 180' 90' .13 .07 25 4' B G RAINBIRD 1812 SAM PRS 12" POP —UP SHRUB SPRAY 15SST SIDE STRIP 4'x28 1.10 25 N/A B w RAINBIRD 1812 SAM PRS 12 POP —UP SHRUB SPRAY 15EST END STRIP 1 4'x14 .561 1 25 1 N/A B SEE IRRIGATION DETAIL SHEET NO. L -18 AND SPECIFICATIONS SHEET NO. L -30 & L -31 . /X ,♦► o!,,M 2 - - 4 L � 2 /•2 %r „».r^` =� 21/2' 2 loop — l r ♦ .0 ow 3/'� - \ rA/ 2 uE .r+ .nf".•Hd 2 1.". I 121, ' � � on 11/4 3/4' Y2 11/2 5/4 1 •• 14' - 1Y4 1 W:4 1/" Q "° 1/� / . ,. }►„ 214, h h . . �/4 ♦ 2Y2 N, 2 %2 � ♦" ,"► Co rf ma t S 7 Yw Y2 1' i 1 / 11/4 2 ? ♦,:, fly`' Y k!` 11/4 �-.. /4.1 • +,;•. ^a SYMBOL LEGEND MAKER MODEL NUMBER - DESCRIPTION DETAIL & RAINBIRD EFB -CP -PRS -D PRESSURE REDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR SIZE I 0 RAINBIRD I PEB SERIES REMOTE CONTROL VALVE, SEE PLAN FOR SIZE (BUBBLERS) INDICATES VALVES TO BE USED FOR BUBBLER SYSTEMS TO TREES & VINES. I NOT SHOWN CARSON VALVES TO BE PLACED IN A CARSON OR APPROVED EQUAL VALVE BOX N/A (909) 483 -7448 RAINBIRD 33 DNP QUICK COUPLERS EVERY 150'. INSTALL IN GROUNDCOVER. L WILKENS 500 SERIES OR EQUAL PRESSURE REGULATOR - 21h' N/A ® BAILEY MODEL #1008 WYE STRAINER W/ 60 MESH MONEL SCREEN OR APPROVED EQUAL N/A ® FEBCO 825 -Y, 2" BACKFLOW PLACED IN A COAST GUARD SHACK ENCLOSURE, MODEL NO. CGS -1 F ® CALSENSE FM -1.25B FLOW METER H ® SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC DIAPHRAGM 2" MASTER GLOBE VALVE 1 ELEVA110N OF HIGHEST HEAD NIBCO 1'ht" & SMALLER - NIBCO T- 585- 70 -66, 2" & LARGER - WATT SERIES FBV -2 1/2" GATE VALVE K QQ© CALSENSE MODEL ET- 2000- 40 -LR /RR W/TP -1, TP -110 W/ LR DOME ANTENNA POST IN A STRONG BOX MODEL #SB- 24SS /120VOLT W/ A CONTROLLER ASSEMBLY. SEE PLAN FOR SPECIFICATION. M,N ■ ■ APPROVED PVC CLASS 315 MAINLINE, SIZE 2" OR GREATER - SEE PLAN FOR SIZE, MIN. COVER 18" D ■ APPROVED PVC SCHEDULE 40 MAINLINE, SIZE LESS THAN 2" - SEE PLAN FOR SIZE, MIN. COVER 18" D 2" APPROVED PVC SCH 40 SLEEVES TO BE TWICE SIZE OF THE SLEEVED PIPE OR AS NOTED, MIN. COVER 12" _ E FLOW METER APPROVED PVC SCH 40 LATERAL LINE, SEE PLAN FOR SIZE, MIN. COVER 12" D 1 Psi LEJ GATE VALVE (S) CARSON 1419 -138 INDUSTRY PULL BOX MARKED 'ELECTRIC' W/ 36" EXPANSION LOOPS IN BOX, TYP, P 12 psi PROPOSED ELECTRICAL SERVICE PER UTILITY PLANS N/A ❑D PROPOSED 2" DOMESTIC WATER METER PER CUCAMONGA COUNTY WATER DISTRICT N/A ® PROPOSED BARRETT BOOSTER PUMP PER UNITED GREEN TECH SPECIFICATIONS. REFER TO SHEET L -17 N/A 1 psi 17' 1" CONTINUATION OF LATERAL OR MAINLINE, REFER TO ADJACENT MATCHUNE SHEET NO. N/A ■ LATERAL LINE LOSS I PROVIDE MAINLINE GATE VALVE/VALVE BOX FOR FUTURE USE N/A VALVE NO./ / GPM CONTROLLER SEQUENCE Ari ETA VALVE SIZE fj '/_\SQ. FT. VALVE LEGEND 3 ADDITIONAL. IRROATM NOTES REFER TO SHEET L -9 FOR ADDITIONAL IRRIGATION NOTES AND PCS SCREEN PERFORMANCE LEGEND. 1:1017;-t In SCALE: 10 = 40 PfAMIRJRE CALO u71" I VALVE B -26 WATER METER # STA. 17 +24.52 SIZE 2" ELEVAI ION 1511' STATIC PRESSURE HIGH 159 psi LOW 143 psi SOURCE OF INFORMATION RUSSEL SILVA PHONEI4UMBER (909) 483 -7448 DATE 0: INFORMATION JAN. 24, 2003 H.G.L. M -AN ELEVATION 1879 (UPPER) IREQUIRED IF STATIC PRESSURE UNKNOWNI WATER METER ELEVATION 1511' 368' X .433 = 159 PSI REMOTE CONTROL VALVE # B -26 SIZE 134" MAXIMI M DEMAND 45 G.P.M. ELEVA110N OF HIGHEST HEAD 1555.30' PRESSL RE Lit R.C.V. 140 P.S.I. QTY. SIZE ITEM P.S.I. LOSS 2" WATER METER 2 psi 234" PRESS. REG. (FALL -OFF) 5 psi 2" R.P. BACKFLOW DEVICE 12 psi 2" FLOW METER 3 Psi 2" MASTER VALVE 1 Psi 2 2%' GATE VALVE (S) 2 Psi 780' 2" MAIN LINE 12 psi 780' 2%" MAIN LINE 6 psi 1%" R.C.V. ASSEMBLY 3 psi 50' LATERAL LINE LOSS 1 Psi 40' 4 LATERAL LINE LOSS 1 psi 17' 1" LATERAL LINE LOSS 1 psi 7' 19" LATERAL LINE LOSS 1 psi 34' 2" LATERAL LINE LOSS 1 psi FITTING LOSS (10 %) 2 psi 16' ELEVATION CHANGE W -) +7 Psi TOTAL SYSTEM LOSSES: 60 psi PRESSURE TO OPERATE HEAD: 25 Psi TOTAL PRESSURE REQUIRED: 85 psi LOWEST STATIC PRESSURE AVAILABLE: 143 psi PRE -SET REGULATED PRESSURE (IF REQUIRED): 38 psi RESIDU 4L WATER PRESSURE: 20 Psi CITY RE QUIRED RESIDUAL WATER PRESSURE: 1S -20 PSI ►TM CONTROU. 8 © CALSENSE AQ STATION, ETI- 2000- 40— DR —LR /RR STRONGBOX STAINLESS STEEL MODEL NO. ANTENNA IN A SB- 24— SS /12OV. SEE DE?AIL,m_, SHEEP L -17 . CONTRACTOR SHALL VERIFY ELECTRICAL STUB LOCATION AND INSTALL CONDUIT SWEEP THROUGH PAD INTO STRONG BOX FOR FINAL SETTING OF METER BY UTILITY COMPANY. CONTRACTOR IS RESPONSIBLE FOR FINAL POWER CONNECTION(S). IN ADDITION, CONTRACTOR SHALL PROVIDE A GROUNDED WATERPROOF OUTLET WITHIN STRONG BOX. CONTRACTOR SHALL COORDINATE FINAL CONTROLLER(S) LOCATION IN ADVANCE WITH THE CITY OF RANCHO CUCAMONGA INSPECTOR TO VERIFY RECEPTION. lw P.O,C. 0-2- PER CIVIL ENGINEER'S WATER IMPROVEMENT PLANS (VERIFY LOCATION) P.O.C. 17 +24.52 METER SIZE 2" DOMESTIC SERVICE (PROVIDED BY OWNER). WORKING PRESSURE IN 45 PSI STATIC PRESSURE IN 153 PSI CUCAMONGA COUNTY WATER DISTRICT INF'N2MATION FROM: RUSSEL SILVA DAI E: JAN, 24, 2003 7'\ ADDED STREETSCAPE PLANTING AND IRRIGATION JDD 07 -25 -07 � ADDED FIRE ACCESS RD. JDD 01 -19 -06 ADDED STREETSCAPE PLANTING AND IRRIGATION ARG 12 -01 -05 DESCRIPTION OF REVISION DAT , E am APPROVED CITY OF RANCHO CUCAMONGA RANCHO SUMMIT TRACT NO. 14759.2 IRRIGATION PLAN WARDMAN BULLOCK ROAD PULTE HOMES/DEL WEBB �N«r r,v HEAD SYMBOL LEGEND MAKER MODEL NUMBER - DESCRIPTION NOZZLE PATTERN GPM PSI RADIUS DETAIL m Ni jR RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 18F,18H,18Q (18VAN IF REQ'D.) 360' 180' 90' 4.862.43 RAINBIRD 1.2 25 17' B * V p RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 15F,15H,15Q (15VAN IF REQ'D.) 360' 180' 90' 3.301.65.83 825 -Y, 2" BACKFLOW PLACED IN A COAST GUARD SHACK ENCLOSURE, MODEL NO. CGS -1 F 1 25 1 14' B ® M 0 RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 12F,12H,12Q (12VAN IF REQ'D.) 360' 180' 90' 2.401.20 K .60 25 11' B 1 ® RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 10F,10H,IOQ (10VAN IF REQ'D.) 360' 180' 90' 1.44 .72 .36 25 9' B I V 8 RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 5H,5Q (4VAN IF NEEDED) P 180' 90' 1419 -13B INDUSTRY PULL BOX MARKED 'ELECTRIC' W/ 36" EXPANSION LOOPS IN BOX, TYP. .13 .07 25 4' B IR RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 15SST SIDE STRIP ® 4'x28 BARRETT BOOSTER PUMP PER UNITED GREEN TECH SPECIFICATIONS. REFER TO SHEET L -17 N/A 1.10 25 N/A B _ O RAINBIRD 1812 SAM PRS 12" POP -UP SHRUB SPRAY 15EST END STRIP 4'x14 .56 25 N/A B SEE IRRIGATION DETAIL SHEET NO. L -18 AND SPECIFICATIONS SHEET NO. L -30 & L -31 . Tm Lmom SYMBOL LEGEND MAKER MODEL NUMBER - DESCRIPTION DETAIL RAINBIRD EFB -CP -PRS -D PRESSURE REDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR SIZE 11 Q RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SEE PLAN FOR SIZE (BUBBLERS) INDICATES VALVES TO BE USED FOR BUBBLER SYSTEMS TO TREES & VINES. I NOT SHOWN CARSON VALVES TO BE PLACED IN A CARSON OR APPROVED EQUAL VALVE BOX nN/A RAINBIRD 33 DNP QUICK COUPLERS EVERY 150'. INSTALL IN GROUNDCOVER. WILKENS 500 SERIES OR EQUAL PRESSURE REGULATOR - 2%* N/A ® BAILEY MODEL #1006 WYE STRAINER W/ 60 MESH MONEL SCREEN OR APPROVED EQUAL N/A ® FEBCO 825 -Y, 2" BACKFLOW PLACED IN A COAST GUARD SHACK ENCLOSURE, MODEL NO. CGS -1 F 03 CALSENSE FM -1.256 FLOW METER H ® SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC DIAPHRAGM 2" MASTER GLOBE VALVE I NIBCO 11h" & SMALLER - NIBCO T- 585- 70 -66, 2" & LARGER - WATT SERIES FBV -2 1/2" GATE VALVE K OA Q © CALSENSE MODEL ET- 2000- 40 -LR /RR W/TP -1, TP -110 W/ LR DOME ANTENNA POST IN A STRONG BOX MODEL #SB- 24SS /120VOLT W/ A CONTROLLER ASSEMBLY. SEE PLAN FOR SPECIFICATION. M,N • ■ APPROVED PVC CLASS 315 MAINLINE, SIZE 2" OR GREATER - SEE PLAN FOR SIZE, MIN. COVER 18" D ■ m m m m ■ APPROVED PVC SCHEDULE 40 MAINLINE, SIZE LESS THAN 2" - SEE PLAN FOR SIZE, MIN. COVER 18" D J APPROVED PVC SCH 40 SLEEVES TO BE TWICE SIZE OF THE SLEEVED PIPE OR AS NOTED, MIN, COVER 12" E APPROVED PVC SCH 40 LATERAL LINE, SEE PLAN FOR SIZE, MIN. COVER 12" D P CARSON 1419 -13B INDUSTRY PULL BOX MARKED 'ELECTRIC' W/ 36" EXPANSION LOOPS IN BOX, TYP. P PROPOSED ELECTRICAL SERVICE PER UTILITY PLANS N/A PROPOSED 2" DOMESTIC WATER METER PER CUCAMONGA COUNTY WATER DISTRICT N/A ® PROPOSED BARRETT BOOSTER PUMP PER UNITED GREEN TECH SPECIFICATIONS. REFER TO SHEET L -17 N/A CONTINUATION OF LATERAL OR MAINLINE, REFER TO ADJACENT MATCHLINE SHEET NO. N/A � � � ■ PROVIDE MAINLINE GATE YALVE/VALVE BOX FOR FUTURE USE N/A i, VALVE NO./ �� \GPM CONTROLLER SEQUENCE VALVE SIZE/—\ 1: 00 /--'\ SO. FT. VALVE LE13M M-1 �I ,m 11 Y2" n� I iw -j Im Z7b0 54 3W *l, 1Y4" 4, 3/ 3 �, ® 4 1,r�d i �Y I, 1 1Y,.' I. 1'/4 I d 3/G�-41 .i LL aI 1Yz" � ,x ",,. ✓1 �" 3/ 2, /2„ 1 %2 42" 1/4 1 ��- �_ /r 4 i 2' /e r 3/4 '/2 $ J /21 s >. 2 Y F/ NORTH SCALE: I"= 4V CONTRACTOR SHALL PROVIDE AN APPROVED PULL BOX AT THIS LOCATION WITH 2 EXTRA CONTROL WIRES AND ONE COMMON WIRE WITH (1) ORANGE WIRE FROM CONTROLLER LOCATION TO FARTHEST POINT IN BOTH DIRECTIONS WITH 36" EXPANSION LOOPS FOR FUTURE STATIONS. SIBS SWEET _L=4- FOR CONSTRUCTION PLAN FOR THIS AREA. 1- 1 e311 oe SEE SF�f L_21 PC I PLANTRN6Cs PLAN FOR THIS AREA. rte• �Q SEE SHEET L_27 FCIR SHRLO P1 ANTINCs PL4N FOR THS AREA 4T � FO CAL1F0 3 ADDED STREETSCAPE PLANTING AND IRRIGATION JDD 07 -25 -07 ADDED FIRE ACCESS RD. JDD 01 -19 -06 ADDED STREETSCAPE PLANTING AND IRRIGATION ARG 12 -01 -05 , DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA _SIC RANCHO SUMMIT -- TRACT NO. 14759.2 —; IRRIGATION PLAN -= 1. WARDMAN BULLOCK ROAD PULTE HOMES/DEL WEBB Approved By : f DATE: CITY ENGINEER F '� ! RCE NO. 24953 " DESIGNED BY: RECOMMENDED: DRAWN BY., 150 Paularino Ave., SHEET Suite 160, L -11 OF 32 Costa Mesa -HECKED BY: , DRAWING NO. California 92626 r :) BCgIPA1C �d"wtid+,m,. SHEET — OF_ STREET TREE LOW GROUND COVER (MAX. 24" HT) SECS" ION A - A ,GALE: 1" = 10' 0 COBBLES, TYP. BIKE TRAIL — PER ENGINEER VARIES WILSON AVENUE SECT ION V 5- 8 SCALE: I" = 10' x• 29e VARIES ,-, -11 0 LANDSCAPE EASEMENT �VE EQUESTRIAN TWO RAIL FENGE 12' WIDE ECA.4ESTRIAN TRAIL PLANTING, TYP, 6' SCREEN WALL STREET TREE PLANTING, TYP, 6' SCREEN WALL —•R NOTESS 1. MULCH ALL LANDSCAPE AREA WITH A 4" LAYER MIt-L OF EARTHWORKS - CHIP CIT71S MULCH (3 "-4" SCREEN). AVAILABLE FROM: EARTHWORKS 13510 CITRUS AVENLE NORCO, CALIFORNIA PHONE: 90}535 -3321 2. REFER TO SHEET L -26 FOR STANDARD PLANTNG DETAILS AND NOTES AND SHEET L -29 FOR PLANTING SPECIFICATIONS. 3. CONTRACTOR SHALL FURNISH AND INSTALL FERTILIZER AND AMENDMENTS PER THE SOILS REPORT. SEE PLANTING DETAILS AND SPECIFICATIONS. 4. CONTRACTOR TO PROVIDE CITY INSPECTOR WITH A 2 CU. FT. SAMPLE BAG PRIOR TO PURCHASE AND PLACEMENT OF ANY MULCH MATERIAL. i7= 1► a► 0 SYM. T� SHEET SIZE BOTANICAL NAME COMMON NAME REMARKS DET. / SHT. TR-I O 15 GAL GELER4 PARVFLORA AUSTRALIAN WILLOW STANDARD A,C /BHT. L -26 TR -2 O 43 24" BOX LAGERSTROEMIA HY5RV LAVENDER C APE STANDARD 'MUSKOGEE' MYRTLE HY5RID -S' OZ, MIN AC /BHT. L -26 m TR_3 �VE EQUESTRIAN TWO RAIL FENGE 12' WIDE ECA.4ESTRIAN TRAIL PLANTING, TYP, 6' SCREEN WALL STREET TREE PLANTING, TYP, 6' SCREEN WALL —•R NOTESS 1. MULCH ALL LANDSCAPE AREA WITH A 4" LAYER MIt-L OF EARTHWORKS - CHIP CIT71S MULCH (3 "-4" SCREEN). AVAILABLE FROM: EARTHWORKS 13510 CITRUS AVENLE NORCO, CALIFORNIA PHONE: 90}535 -3321 2. REFER TO SHEET L -26 FOR STANDARD PLANTNG DETAILS AND NOTES AND SHEET L -29 FOR PLANTING SPECIFICATIONS. 3. CONTRACTOR SHALL FURNISH AND INSTALL FERTILIZER AND AMENDMENTS PER THE SOILS REPORT. SEE PLANTING DETAILS AND SPECIFICATIONS. 4. CONTRACTOR TO PROVIDE CITY INSPECTOR WITH A 2 CU. FT. SAMPLE BAG PRIOR TO PURCHASE AND PLACEMENT OF ANY MULCH MATERIAL. i7= 1► a► 0 SCALE: 1" = 40' 21 PAD =33. D QdANTrry 'ABBREVIATION SHEET — OF_ SYM. T� SHEET SIZE BOTANICAL NAME COMMON NAME REMARKS DET. / SHT. TR-I O 15 GAL GELER4 PARVFLORA AUSTRALIAN WILLOW STANDARD A,C /BHT. L -26 TR -2 O 43 24" BOX LAGERSTROEMIA HY5RV LAVENDER C APE STANDARD 'MUSKOGEE' MYRTLE HY5RID -S' OZ, MIN AC /BHT. L -26 TR_3 33 5 GAL PIN IS CANARIENSIS CANARY ISLAND PINE STANDARD AC / SHT. L -26 25' O C. MIN TR-4 u O 5 GAL PLATANUS ACERIFOLL4 LONDON PLANE STANDARD A,A,(:; / SHT, L-26 .0 30' O. MM TR-5 EDI O 5 GAL PLATANUS RACEMOSA CALIFORNIA SYCAMORE STANDARD 35 AC / SHT. L -26 O.G. MIN TR-6 4 24" BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE STANDARD AC / BHT. L -26 35 O.C. MM TR_7 . O 5 GAL GELERA PARVIFLORA (UNLESS AUSTRALIAN WILLOW STANDARD AC / SHIT. L-26 OTHERWISE NOTED ON PLANS) 20'0r–. MIN TR-8 O 15 GAL PLATANUS ACERIFOLIA LONDON PLANE STANDARD 30' O M AA / BHT. L -26 TR -9 O 10 5 GAI. LAGERSTROEMIA HYBRID WHITE CRAPE STANDARD a NATC,IEZ' MYRTLE HYBRC> 35' O.C. MIN C / SHT. L -26 V -I . 121 5 GAL PARTHENOCISSUS TRICUSPDATA BOSTON NY 5' O C. MM SCALE: 1" = 40' 21 PAD =33. D QdANTrry 'ABBREVIATION SHEET — OF_ STREET TREE SDEWALK PER CIVIL ENGINEER RETAINING WALL — PER CML ENGINEER COBBLES, TYP. PLANTING, TYP. SCREEN WALL -- a ISECTION E - SCALE= 1" = 10 L e� .a �A W LOW GROUND COVER, TYP. (MAX. 24" HT,) 44' PARKVBUI WAY wi 6 Ki n 2% 4 r+ (o ♦' � �1 ve ro �c? rl, ra d' 1/7 T AREA OF CONCERN -ate r- L I—� r I' . 5 a F ^� Z), NA i /� ry yi i{ c p� 1 f� �r t--• {7 J UQU .I hm TV. NO AREA OF CONCERN AT THIS CORNER R "7� • L, • A, r r NO AREA OF CONCERN AT THIS CORNER r1oll TEE 0 o■ u,=_. SHEET _ OF_ SYK T440 SF$T SITE BOTANICAL. NAME COMMON NAME REMARKS PET. / SNtT. TR-I IS 5 GAL GELERA PARVFLOR4 AUSTRALIAN WLLOW STANDARD AC / SW L -26 20' O.C. MIN TR-2 O O 24" BOX MDICA DGM, ORAPE MYRTLE STANDARD AC / SW. L -2& 20, O.C. MIN TR-3 + S 5 GAL PH* CANAREN55 CANARY BLAND PACE STANDARD AC / SFR. L -% 25' O.C. MM TR-4 O 5 GAL PLATANIS ACERFOLA LONDON PLAN STANDARD A,C SHf. L -29, TRH 19 5 GAL PLATAMIS RAC✓ MOSA CALFORNIA SYCAMORE ST M 35' O.C. M AG / Wt L -26 TP 7 24" BOX PLATA S RACEMOSA CALFORNIA SYCAMORE STANDARD 35 O,G, MM AG / SW. L -No TR-7 • 25 5 GAL GELHQA PARVFLORA AUSTRALIAN wR1CW STS AG / WT. L -26 MB* OTLERWSE NOTE ON M.4 M 20'0Z, MIN STANDARD T" O 5 GAL PLATANIB ACERFOLIA LONDON PLANE 30' O.C. MIN AC / SW. L -26 V-1 A 111 5 GAL. PARTFENOCISSUS TRICUSPDATA BOSTON IVY 1 51 O.G. MIN SHEET _ OF_ S R LANDSCAPE (POK VakW r z MAW OIREF. 0) M l XERISCAPE ASSESS MW SYSTEM SUMMARY LANDSCAPE (POK VakW CLAMED MAW OIREF. 0) L WATER C0NSMWNG PLANTS. (20) 20 L-24 TO L -28 2. b TUB LA'91TED TO 25% (45% IRESDENTIAL. (20) 20 NO TURF- 3. PLANTS GROLIPED BY WATERNG NEED. (b) 10 L-24 TO L -28 4. NARDSCAPE (NON- IRRIGATEO) SURFACE (10) 10 L -24 TO L -28 S. PERt"EA " PAVNG. (5) 5 L-2 TO L -7 6. LOW4UATER TURF VARIETIES. (5) — 7. MULCH PROVDED N NON -CsRaM COVER AREAS. (5) 5 L -24 TO L -28 S. SOL AM�TS M) 5 L -24 TO L -28 TOTAL PONTS CLAPIEDt 75 (MrOWL 1 PONTS REWFAm 60) * PLANT QUANTITIES ARE FOR THIS SHEET ONLY ABBREVIATION auaNTITY SIZE 24 NOTE& I. MY.CH ALL LANDSCAPE AREA WITH A 4" LAYER MIN. OF EARTHWORKS - CHIP CITRUS MULco+ W'4' SCREEN. AVAILABLE FROM- EARTHWORKS 13510 CITRUS AVEM.E NORCO, CALFORNW P4-2-E= 309 - 538 -3321 2. REFER TO SHEET L -26 FOR STANDARD PLANTW x PETALS AND NOTES AND SHEET L -29 FOR PLANTING SPECFkrATIONS, 3. CONTRACTOR SHALL FURNISH AND NSTALL PERTL.IXER AND APP1fiT1pMENT PER THE SOL$ REPORT. SEE PLANING DETAILS AND 61=ECFICATON1S. 4, CONTRACTOR TO PROVDE CITY NSPECTOR WITH A 2 CU, FT, SAMPLE BAG PROR TO PURCHASE AND PLACEMENT OF ANY MULCH MATERIAL SCALE: 1' =4a SHEET — OF_ MA rjgM om Room Room momm momm momm M. . . . . . . . . . . A A Emom mm Naomi * PLANT QUANTITIES ARE FOR THIS SHEET ONLY ABBREVIATION auaNTITY SIZE 24 NOTE& I. MY.CH ALL LANDSCAPE AREA WITH A 4" LAYER MIN. OF EARTHWORKS - CHIP CITRUS MULco+ W'4' SCREEN. AVAILABLE FROM- EARTHWORKS 13510 CITRUS AVEM.E NORCO, CALFORNW P4-2-E= 309 - 538 -3321 2. REFER TO SHEET L -26 FOR STANDARD PLANTW x PETALS AND NOTES AND SHEET L -29 FOR PLANTING SPECFkrATIONS, 3. CONTRACTOR SHALL FURNISH AND NSTALL PERTL.IXER AND APP1fiT1pMENT PER THE SOL$ REPORT. SEE PLANING DETAILS AND 61=ECFICATON1S. 4, CONTRACTOR TO PROVDE CITY NSPECTOR WITH A 2 CU, FT, SAMPLE BAG PROR TO PURCHASE AND PLACEMENT OF ANY MULCH MATERIAL SCALE: 1' =4a SHEET — OF_ 1 0 0 17 id 16 G 9 N mm :..iZ4-1 a _:►t 127 _ -=Nb , N 0 31 l l 0_ 3: °VI4 In 22 G ROS K.T. 476 TUL VIO G MUH R.M. 50 r� -GA a, 18 WEIS FF;ZZUl 19 37 ROS K.T. 1� G 76 wFS �T % yry,1 NON 17 id 16 G 9 N mm :..iZ4-1 a _:►t 127 _ -=Nb , N 0 31 l l 0_ 3: °VI4 T A , . FTlv7 asp ti. co r; 21 A, * PLANT IMIANTITES ARE FOR THE SHEET ONLY 3 C AS5QUANTREVb4TM ITI' HEM Rm //�\ SIZE 24 NOTES= L MULCH ALL LANDSCAPE AREA WITH A 4" LAYER MIN. OP EARTHWORKS - CHIP CITRUS MULCH AVAILABLE FROM: EARTHWORKS 13510 CITRUS AVENUE NORCO, CALIFORNIA PHONE: %09430.3321 2. REFER TO SHEET L -2(p FOR STANDARD PLANTING DETAILS AND NOTES AND SHEET L -29 FOR PLANTING SPECIFICATIONS. 3. CONTRACTOR SHALL R MNISH AND INSTALL FERTILI2ER AND AMIET10MENTS PER THE SOLE REPORT. SEE PLANTING DETAILS AND SPECIFICATIONS. 4. CONTRACTOR TO PROVIDE CITY INSPECTOR WITH A 2 CU, FT, SAMPLE SAG PRIOR TO PURCHASE Ate PLACEMENT OF ANY MULCH MATERIAL TUL VIO 22 G ROS K.T. 476 TUL VIO G MUH R.M. 50 r� -GA a, 18 WEIS FF;ZZUl 19 37 ROS K.T. 1� G 76 wFS �T NON on mp ONE . . .�0 m®■ • . M® .... - OEM . . mm ---- I MEN T A , . FTlv7 asp ti. co r; 21 A, * PLANT IMIANTITES ARE FOR THE SHEET ONLY 3 C AS5QUANTREVb4TM ITI' HEM Rm //�\ SIZE 24 NOTES= L MULCH ALL LANDSCAPE AREA WITH A 4" LAYER MIN. OP EARTHWORKS - CHIP CITRUS MULCH AVAILABLE FROM: EARTHWORKS 13510 CITRUS AVENUE NORCO, CALIFORNIA PHONE: %09430.3321 2. REFER TO SHEET L -2(p FOR STANDARD PLANTING DETAILS AND NOTES AND SHEET L -29 FOR PLANTING SPECIFICATIONS. 3. CONTRACTOR SHALL R MNISH AND INSTALL FERTILI2ER AND AMIET10MENTS PER THE SOLE REPORT. SEE PLANTING DETAILS AND SPECIFICATIONS. 4. CONTRACTOR TO PROVIDE CITY INSPECTOR WITH A 2 CU, FT, SAMPLE SAG PRIOR TO PURCHASE Ate PLACEMENT OF ANY MULCH MATERIAL C fl r m 31 G, 25 Ca. to 20 E- IS 42 G4 36 GA 14 GA 36 GA 36 ARC E.C. 1� Gy 84 TUL vlo 51 UPS FRU ~ 34A TAG 11 1 Aw, F-c- 12 FAFM IN m sWA MA c9h 7 I' c\ 'I C] i� 12 Mo 0 a s 00 00 low i s �♦ A ♦ ♦ 'a • 15 3 TUL VIO 22 G ROS K.T. 476 TUL VIO G MUH R.M. 50 r� -GA a, 18 WEIS FF;ZZUl 19 37 ROS K.T. 1� G 76 wFS �T C fl r m 31 G, 25 Ca. to 20 E- IS 42 G4 36 GA 14 GA 36 GA 36 ARC E.C. 1� Gy 84 TUL vlo 51 UPS FRU ~ 34A TAG 11 1 Aw, F-c- 12 FAFM IN m sWA MA c9h 7 I' c\ 'I C] i� 12 Mo 0 a s 00 00 low i s �♦ A ♦ ♦ 'a • 15 3 TUL VIO 22 G ROS K.T. 476 TUL VIO G MUH R.M. 50 r� -GA UJES FRU 18 WEIS FF;ZZUl 19 ROS K.T. 1� \ 42 UIES FRU R05 K.T. llp C14 209 TUL VIO 41 40 M 1 ra M TAG LEM SEE SHEET L -3 FOR CONSTRUCTION PLAN FOR THIS AREA, SEE SHEET L -10: 5 FOR IRRIGATM PLAN FOR THIS AREA SEE SHEET L-2O FOR TREE PLANING PLAN FOR THIS AREA. NORTH . �Il�flY :a ADDED STREETSCAPE PLANTING AND IRRIGATION JDD 07 -25 -07 .9k ADDED FIRE ACCESS RD. JDD 01 -19 -06 �,\ ADDED STREETSCAPE PLANTING AND IRRIGATION ARG 12 -01 -05 DESCRIPTION OF REVISION DATE cIry APPROVED CITY OF RANCHO CUCAMONGA RANCHO SUMMIT 8HRTUp9 i&QWfAN WARDMAN BULLOCK ROAD PIULTE HOhMaWEL WEBB APPr"d W WE _ CRY ENGINEER RCE NO. 24953 )ESIGNED BY: RECD D APAIC DATE r >RAwN BY: 150 Paularino Ave., SHEET Suite 160, L T OF 32 ;NECKED BY: Costa Mesa, Califomia 92626 DRAWING No. II WJ% C . s�...ae.r. G�C?� ° L Imm SHEET OF /2\ * PLANT CL ANTRES ARE FOR THIS SHEET ONLY /�` ABBREVIATION QUANTITY 24 — HYB 5 56 U1ES SIZE ARC EG. ARC E.G. ARC r � MUH R.M. �S�C.,AJIL 20 MUH R.M. � 22 EG K T. 2 MUH R M. lr` «tJJ C$ z WES FRU r7'�N WES FRU CS ROS KT, ROS 1 K.T, [Ell® 1 Dl� LINE OF SIGHT � /0060 TUL V10 i TACK LEM UE:S FRIJ 21 MJHI R.M. 53 ROS KT, i 32 TAGS LEM 26 7ACS LEM ., GEC. 'el, \ Cs 3 - =AM= FO Ron m. i ROS KT. , MON . . • _ .. _ son - - . .ter � . . - - • .m. I - * PLANT CL ANTRES ARE FOR THIS SHEET ONLY /�` ABBREVIATION QUANTITY 24 — HYB 5 56 U1ES SIZE ARC EG. ARC E.G. ARC r � MUH R.M. �S�C.,AJIL 20 MUH R.M. � 22 EG K T. 2 MUH R M. lr` «tJJ C$ z WES FRU r7'�N WES FRU CS ROS KT, ROS 1 K.T, [Ell® 1 Dl� LINE OF SIGHT � /0060 TUL V10 i TACK LEM UE:S FRIJ 21 MJHI R.M. 53 ROS KT, i 32 TAGS LEM 26 7ACS LEM ., GEC. 'el, \ Cs M 19 TAG ROS K.T. N� 10 ROS K.T. 20 TJL VIO 1 13 ROS K.T. 2 Ay II MJH R.M. 13 ARG Er,. MUH R M. �3 11 ROS KT G40 4 ROS K.T. �7 J © ITEM, I r a e o 0 32 36 11:13i ;:Lil 111 1 • ���� i 1 , i , f ROS K.T. tr. 2 21 TAG LEM 12 ROS K.T. j r i 53 ROS K T. e 14 ".A4 R.M. /' 51 ROS K.T. `I Q G, 32 UIES FRJ 14 MUH RM. 4 MJHI RM. j 41 TUL V10 ` 1< 6 MA R.M. ^ ROS K.T. / j 9 ROS KT, - A s �r. �". j • � � � < I b2 ulEs AREA OF CONCERN �'j, �• �� i9 Y46'h/% ♦ �// NORTH SCALE: 1" 1cz 74 14 G, e MAU I Lm wL- Vo NOTE& I. MULCH ALL LANDSCAPE AREA WITH A 4 LAYER Mkt. OF EARtHWORKS - CHP CRRUS MULCH (3++4++ SCREEND- AVAt.ABt_E FROM: EARTHWORKS 132510 CITRUS AVENIIE NORCO, CALIFORNIA PHONE: 909- 53D3321 2. REFER TO SHEET L -26 FOR STANDARD PLANTINGS DETAILS AND NOTES AND SHEET L -29 FOR PLANTING SPECF CATIONS. 3. CONTRACTOR SHALL RRNISH AND INSTALL FERTILGMR AND AMENDMENTS PER THE SOL$ REPORT. SEE PLANTING DETAILS AND SPECIFICATIONS. 4. CONTRACTOR TO PROVDE CRY INSPECTOR WITH A 2 CU. FT. SAMPLE $ACS PRIOR TO PURCHASE AND PLAGENETIT OF ANY MUL.GHI MATERIAL 6 ROS K.T_ MW R.M. 66 NETT HYB i 13 MUH RM. IT ROS K T. ROS K.T. 39g FRU 9 ARC E.G. 54 M A 4 R.M. 14 ARC E.G, �,p,NDS Cq pF �41 r y ARC E.G, u1 M w n ure y SEE SHEET _L,—{ FOR CONSTRIJCTCN PLAN FOR THIS AREA. 12 31 OB SEE SHEET L -11 ! t6 FOR IRRIGATION PLAN FOR THIS AREA. w e ai ate SEE SHEET L -21 FOR Tl PLANTRi PLAN FOR THIS AAA 9TF F AL1FD�a FRU ARC 2 ADDED FIRE ACCESS RD. JDD 01 -19 -06 aw 7 — DESCRIPTION OF REVISION DATE I APPROVED CITY OF RANCHO CUCAMONGA RANCHO SUMMIT TRACT NO. 14759.2 SHRUB PLANTING PLAN WARDMAN BULLOCK ROAD +� PULTE HOMB,4IDEL WEBB r Yj Approve d 8y : DATE / v CI71 ENGINEER RCE N 24953 j r , DESIGNED BY: � � RECOMMENDE DRAWN BY. 150 PBUlarifl0 Ave., SHEET./- . f Suite 160, L-26 OF,32 '' Costa Mesa, - CHECKED 8Y.' DRAWING NO. r MT.& Assodates California 92626 =~ •♦,,. ea., , z^n� of of SHEET _ 3 - TUL vlo i ROS KT. M 19 TAG ROS K.T. N� 10 ROS K.T. 20 TJL VIO 1 13 ROS K.T. 2 Ay II MJH R.M. 13 ARG Er,. MUH R M. �3 11 ROS KT G40 4 ROS K.T. �7 J © ITEM, I r a e o 0 32 36 11:13i ;:Lil 111 1 • ���� i 1 , i , f ROS K.T. tr. 2 21 TAG LEM 12 ROS K.T. j r i 53 ROS K T. e 14 ".A4 R.M. /' 51 ROS K.T. `I Q G, 32 UIES FRJ 14 MUH RM. 4 MJHI RM. j 41 TUL V10 ` 1< 6 MA R.M. ^ ROS K.T. / j 9 ROS KT, - A s �r. �". j • � � � < I b2 ulEs AREA OF CONCERN �'j, �• �� i9 Y46'h/% ♦ �// NORTH SCALE: 1" 1cz 74 14 G, e MAU I Lm wL- Vo NOTE& I. MULCH ALL LANDSCAPE AREA WITH A 4 LAYER Mkt. OF EARtHWORKS - CHP CRRUS MULCH (3++4++ SCREEND- AVAt.ABt_E FROM: EARTHWORKS 132510 CITRUS AVENIIE NORCO, CALIFORNIA PHONE: 909- 53D3321 2. REFER TO SHEET L -26 FOR STANDARD PLANTINGS DETAILS AND NOTES AND SHEET L -29 FOR PLANTING SPECF CATIONS. 3. CONTRACTOR SHALL RRNISH AND INSTALL FERTILGMR AND AMENDMENTS PER THE SOL$ REPORT. SEE PLANTING DETAILS AND SPECIFICATIONS. 4. CONTRACTOR TO PROVDE CRY INSPECTOR WITH A 2 CU. FT. SAMPLE $ACS PRIOR TO PURCHASE AND PLAGENETIT OF ANY MUL.GHI MATERIAL 6 ROS K.T_ MW R.M. 66 NETT HYB i 13 MUH RM. IT ROS K T. ROS K.T. 39g FRU 9 ARC E.G. 54 M A 4 R.M. 14 ARC E.G, �,p,NDS Cq pF �41 r y ARC E.G, u1 M w n ure y SEE SHEET _L,—{ FOR CONSTRIJCTCN PLAN FOR THIS AREA. 12 31 OB SEE SHEET L -11 ! t6 FOR IRRIGATION PLAN FOR THIS AREA. w e ai ate SEE SHEET L -21 FOR Tl PLANTRi PLAN FOR THIS AAA 9TF F AL1FD�a FRU ARC 2 ADDED FIRE ACCESS RD. JDD 01 -19 -06 aw 7 — DESCRIPTION OF REVISION DATE I APPROVED CITY OF RANCHO CUCAMONGA RANCHO SUMMIT TRACT NO. 14759.2 SHRUB PLANTING PLAN WARDMAN BULLOCK ROAD +� PULTE HOMB,4IDEL WEBB r Yj Approve d 8y : DATE / v CI71 ENGINEER RCE N 24953 j r , DESIGNED BY: � � RECOMMENDE DRAWN BY. 150 PBUlarifl0 Ave., SHEET./- . f Suite 160, L-26 OF,32 '' Costa Mesa, - CHECKED 8Y.' DRAWING NO. r MT.& Assodates California 92626 =~ •♦,,. ea., , z^n� of of SHEET _