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HomeMy WebLinkAbout1901-L DEVELOPER OWNER STANDARD PACIFIC HOMES A DSCA A C C J A A \ S 255 EAST RINCON STREET, SUITE 200 CORONA, CA 92678 FOR (909) 372-8500 CONTACT: MIKE WHITE D AN XA 0 VC 0 A A 30 S TRACT 16314 L . M . D . N 0 . 2 VICINITY MAP GENERAL NOTES SHEET INDEX L - 1 TITLE SHEET 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE L - 2 CONSTRUCTION PLAN LANDSCAPE ARCHITECT AND THE CITY. L - 3 IRRIGATION PLAN 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PR40R TO COMMENCING ANY WORK. L - 4 IRRIGATION DETAILS / PRESSURE LOSS CALCS �tr3 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 5 TREE PLANTING PLAN 210 FREEWAY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L - 6 SHRUB / GROUNDCOVER PLANTING PLAN 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L - 7 PLANTING / CONSTRUCTION DETAILS DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L 8 IRRIGATION SPECIFICATIONS (CITY STANDARD, WITH CHANGES FOR RECLAIMED) BASELINE RD. 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 9 IRRIGATION AND PLANTING SPECIFICATIONS (CITY STANDARD, WITH CHANGES 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL FOR RECLAIMED) CHURCH ST. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS LIGHTING PROVIDED BY STREET LIGHTING UNDER CIVIL ENGINEER'S STREET FOOTHILL BLVD. HAVE BEEN APPROVED BY THE CITY ENGINEER. IMPROVEMENT PLANS; NO PEDESTRIAN PATH LIGHTING IS REQUIRED BY THE CITY. 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 PROJECT WIDE FLAT AREA AT THE TOE OF SLOPE. SITE 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT 10 FREEWAY ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL U j U j 111 O J W REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER Q Q Q J Y Q COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. m 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. Y W W W � D Q J W Q ZZ 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CAI-SENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. = J = U O 3.. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS UO Q U w NOT TO SCALE * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS p > * 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 MAINTENANCE RESPONSIBILITY MAP CONSULTANTS FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. LMD AREA V 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: , V PLANT IN ACCORDANCE WITH CITY STANDARD PLANS MADRIGAL DRIVE 1` * CIVIL ENGINEER: ELECTRICAL / UTILITIES CONSULTANT * PRIOR TO THE COMMENCEMENT Of ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO 1�IE CITY INSPECTOR. \� * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. t> - * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MDS CONSULTING BJ PALMER AND ASSOCIATES �'`! 17320 REDHILL AVE., SUITE 350 27122-A PASEO ESPADA SUITE 921 DIAL BEFORE YOU DIG �MERI _ _ IRVINE, CA 92614 SAN JUAN CAPISTRANO, CA 92675 TAG�CO�R�Q li ,�00-22�-2soo D I, wool, (949) 251 -8821 (949) 487-2555 PLAY IT SAFE. AT LEAST TWO CONTACT. STAN MORSE CONTACT. BRUCE PALMER j �" DIAL AFORE WORKING DAYS YOU DIG! PRIOR TO EXCAVATING SERVING NINE SOUTHERN CALIFORNIA COUNTIES ROS OAKS DRE LANDSCAPE QUANTITIES ICAo - -- b' MADRIGAL DRIVE O O TOTAL SQUARE FOOTAGE: TRACT 16314 APPELLATIO its DRIVE I I TOTAL ACRES: 0.20 CITY DESCRIPTION OF REVISION DATE APPINAM TOTAL LMD AREA: 8,806 sf < 1—� LANDSCAPE AREA: 3,965 sf '� CITY OF RANCHO C U CAM 0 N GA COBBLE (INCLUDES SIDEWALK OVER 4' WIDE): 2,744 sf O Q BALANCE OF SIDEWALK AREA: 2,097 sf COBBLE PERCENTAGE: 40.9 % > TITLE SHEET DECORATIVE TRAIL LIGHTING: 0 U FOR LMD ANNEXATION TREES: FOR OCCIDENTALIS 17 VICTORIA ARBORS TRACT 16314 RHUS LANCEA 6 V05CAPF Wrrr�c,���y� CITY APPDATE: IL�4 ROVED GG�7 v RCE: 24953 otsioN re or DN Withers and Sand ren, Ltd. 7/7 NOT TO SCALE * 'ate * p PAGE Landscape Architecture IV TE DN, PN 3467 ocean View Boulevard, Suite A L-1 Of 9 CHURCH STREET ��� ` a+oc� Tel: (6t B) 236-3006 CF x:1208 (s a) 236-3066 I Lw 09/09/2004 PROJECT SHT. NO. OF a REFER TO VICTORIA ARBORS LJ CFD 2001-01 PUNS, J CITY DRAWING NO. 1833 STREET R.O.W. _ Ci J C - 4 TYP. MADRIGAL DRIVE LIMIT OF WORK - 2 \ m UU TUU +UO 4+vUrtUl' C - 3 b+ (j Y VERIZ--N_CONDUIT- — -- -- ----- - ---- - - - - - --- ---- --- - ---- - - -----�-f-�= - - -- ti - - ----- --- - -i -- - -—- - - -- - ------ -- ---- ---- ------ - - - ---�-- - - - - - - \ CONTRACTORTG- W JOIN EXISTING AND _ orr - - TYPICAL - _ ,- . _ - _ - _ '-- STREET SIGN _ w ._ . ._ . ._ ■ ■ 27 r_ . • ■ TREE-T NAME VPROPOSED COBBL uj■ Q LIMIT OF WORK11MOWCUR - - - _ _ �._ .• ti� - ,` ,,.,Jnr .i-� _ r_ • r—. - 1. w: • _ • a. _ , - �. o iJ \ � . � .. _-, AUL ■ � � N l 31 17Is, if �✓ _ _ _ _ _ _ V r— r w • r Z 5' EASEMENT TYPICAL: RETAINING WALL BY OTHERS, LIMIT OF WORK JSEE "WALL PLANS, VICTORIA ARBORS C - 1 TYP. WALL LOCATION (TYPICAL)- SEE 0 REFER TO VICTORIA ARBORS TRACT NO. 16312-16314, 16369-16374- C - 2 TYP. "WALL PLANS, VICTORIA ARBORS " CFD 2001-01 PLANS, FOR REFERENCE ONLY, SEE DETAIL, C _ 3 NP TRACT NO. 16312-16314, 16369-16374 fi \ I CITY DRAWING NO. 1833 THIS SHEET. 1, 1 10 2' TO 4' RETAINING WALL - SLOPING BACKFILL NOTES: h"-I-M PSI WITH W IMSPEMON. COMM it AM 9W1 COAFORM r0 WC SM.21-4 A USE OV'TYPE r PIDRTAR Phe UBCM Nn.21.13[ M A5 M.615 GR4ff 4b SM PSN.GR EW fOR I5 Mn AW LAR 6ROVEST;M%11 H TO N2DW M PSR:PEA UC SM NO 21-19. PDOnW O31lK RM-ZW PSI MDl ON LMYS.W TYPE 2 MW PROW MIN.CdYCRE7E Mm CDVER PDR ANYR7aw GEST AG%CWrNMn^k Sall. "RErA1/VMWALLS. U5fSlIND/URAVHfillil LLW/SE>30. ANOWDEAA51MC33 JV4'GRIIMRADRAINAS9010". WilIMPROFFMOMIL SCE Of WALL W O11PA7ERSrS CTP'OR EQU& y PROVIDE PROPER-94l7RM DURDIG COASMLC77ON. 1 /R 24'0/NORZ.CONT. ( I 1010 CMU lowOROUIED • 1C 9:VOL DIPEC11011 'C VERT•E1=OF Y CL& �T-FULL 'D'DOtIEL•EDOE OF r cMu. .. a OW 91111135 FERE PIPE W/1 CF.3/4' GRAVEL WRAPPED W/WAR 14011 FLIER _ .� FABRIC-!LOPE 10 DRAM.WATERPROOF BACKSIDE OF WftL W/OPB VA 1ERSTOP. WAUS 2'-Br![AIDER MAY USE OPEN HEAD,IOMts W/1 OF.3/4'GRAVEL Ir 1048 (41/I MORZ CONT.0 3'-4' T 64 —Or NION VANE.(� /4 NORL DONT.M 4' WAt L. w DIAL BEFORE YOU DIG ' ' 'C' ' 'F' 1-Soo-m-2800 A B C D DOWEL EVERT F BAR a„r DESCRIPTION OF REMSION DATE 2'-8 2-3 N/A /4at3? 04 CJ41 N/A N/� Q 3'-4 2'-3 6" ,r W2*o�c�49" N/A 14 SIM"o1C r� AT LEAST TWO CITY OF RANCHO C U CAM 0 N GA CONSTRUCTION LEGEND BOULDER SCHEDULE DIAL BEFORE 4'-0 �-6" 6" �?"��CJ'�• /4a3?"p/C /4 O 3?"0/C�-� DIAL BEFORE WORKING PRIOR 0 6.O/C M. " zr YOU DIG! EXCAVATING CONSTRUCTION PLAN C - 1 CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS 0 = X DIAMETER BOULDERS 20.J 14016 0/C /4 032 0/C,-r-- C - 2 RIVER WASHED GRANITE COBBLES PER CITY OF SERVING NINE SOUTHERN CALIFORNIA COUNTIES FOR LMD ANNEXATION RANCHO CUCAMONGA STANDARD DETAIL 542 0 = 2' DIAMETER BOULDERS (SEE DETAIL A, SHEET L-7) VICTORIA ARBORS TRACT 16314 NOTE: RETAINING WALL WILL BE AN EXISTING CONDITION FOR %hill PE C - 3 CONCRETE MOWCURB PER CITY STD. DETAIL 534. o = 18" DIAMETER BOULDERS THIS PROJECT. ALSO REFER TO "WALL PLANS, VICTORIA ARBORSc APPROVED �* DATE CONCRETE MOWCURB ON ALL EXPOSED EDGES OF TRACT NO. 16312-16314, 16369-16374- THIS DETAIL PROVIDED AT ; �o � CfrY RCE: �� COBBLE AGAINST PLANTERS (SEE DETAIL B, THE REQUEST OF THE CITY OF RANCHO CUCAMONGA. (5/5/2003) 53 SHEET L-7) NOTE: BOULDERS BETWEEN THE STREET CURB OEM R—Enahmm"arn AND THE SIDEWALK SHALL NOT BE TALLER THAN r ature / DN "lT C - 4 STREET LIGHTING PER CIVIL ENGINEER'S 24" ABOVE FINISH GRADE. 0 10' 20' 40' * * I Withers and Sandgren, Ltd. I TYPICAL RETAINING WALL SECTION Landscape Architecture STREET IMPROVEMENT PLANS pN, PN 3467 Ocean vI.N Boulevard, s„rti A L-2 Of 9 'ATE , Glendale, CA 91208 1" = 20' palm Tel: (818) 236-3006 fax: (810) 236-3066 DRVNVa NM Lw 09/09/2004 90'' PROJECT SHT. NO. OF�� �fe REFER TO VICTORIA ARBORS CONTRACTOR TO CONNECT VALVES TO REFER TO PLANS BY OTHERS, FOR CFD 2001-01 PLANS, CITY EXISTING 24 STATION CONTROLLER - COMMERCIAL DEVELOPMENT DRAWING NO. 1833 REFER TO CFD 2001-01 DRAWINGS FOR (DEVELOPER INSTALLED / PROPERTY LOCATION. CITY DRAWING NO. 1833 OWNER MAINTAINED AREA) STREET R.O.W. PROVIDE ONE (1) EXTRA WIRE TO END OF / RUNS ALONG WALL)] SYSTEM. LIMIT OF WORK MADRIGAL DRIVE t LIMIT OF WORK \ \ \ , TUU W �� N CONDUIT > >� s t 1 2 ss 1475 t t 2 48 ��eo 98? TYPICAL e8s 1176 t t 2 36 9s �� 9' 1246 e22 45 s \' V 820 821 � .�� 4„ W. 4" W.S. . " �,. �,. �,- �• �.- sr4- rr- r- W 1 V ��-� - -- -- - _ 4 /» V V14' rte. _ z :,� S /4 » r r y J '„ 1'/4- f!14 �4» s/4 s/4• sj+" '114s/4" ` 1 4- /� s/4 J / 9/4• 4 4- /4" '. 314- Jam' TYPICAL: CONNECT NEW ! - 5, SEMENT --- - - - —fi- -- - - -- - -- - j 4» / Z MAINLINE AND VALVE CONTROL WALL LOCATION (TYPICAL) - SEE WIRES TO EXISTING STUB OUT "WALL PLANS, VICTORIA ARBORS LIMIT OF WORK 0 ! /- PROVIDED UNDER VICTORIA TRACT NO. 16312-16314, :16369-16374" ARBORS CFD 2001-01, CITY o i DRAWING NO. 1833. VERIFY • CONTROLLER LOCATION WITH CITY REPRESENTATIVE. IRRIGATION LEGEND IRRIGATION MAINLINE I EQUIPMENT NOTE: POINT-OF-CONNECTION "B" SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL MAINLINE AND IRRIGATION EQUIPMENT ARE SHOWN IN lct� m m RAINBIRD 1812-NP-SAM-PRS-5 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 5' .10, .20, .41 F STREET AND WALKWAYS FOR GRAPHIC CLARITY ONLY. (Refer to CFD 2001-01 Drawings, City drawing No. 1833) m RAINBIRD 1812-NP-SAM-PRS-6 VAN 12" POPUP VARIABLE SPRAY HD 30 6' .37 - 1.2 F MAINLINE AND EQUIPMENT SHALL BE INSTALLED WITHIN METER SIZE AND ELEVATION: 2" / Elev. Approx. 1267.28 PLANTING AND UNDER COBBLE AREAS WHEREVER p 0 RAINBIRD 1812-NP-SAM-PRS-8 Q,H 12" POPUP FIXED SPRAY HEAD 30 8' .26, .52 F POSSIBLE. WHERE MAINLINE AND WIRES MUST RUN MAX FLOW: 62 GPM (SEE CFD PLANS) LQS RAINBIRD 1812-NP-SAM-PRS-8 VAN 12" POPUP VARIABLE SPRAY HD 30 8' 0.72 - 1.70 F UNDER COBBLE OR ACROSS ROADS, INSTALL IN SCH. 40 STATIC PRESSURE (HIGH/LOW): H 69/ L 61 ♦ • RAINBIRD 1812-NP-SAM-PRS-10 Q,H 12" POPUP FIXED SPRAY HEAD 30 10' .39, .79 F PVC SLEEVES (TWICE THE DIAMETER OF THE MAINLINE HGL: 1408 LL RAINBIRD 1812-NP-SAM-PRS-10 VAN 12" POPUP VARIABLE SPRAY HD 30 10' 0.75 - 2.60 f F PIPE MIN., OR AS SHOWN). SYSTEM DESIGN PRESSURE: 99 psi (PUMP REQUIRED) BOOSTER PUMP SYSTEM/MODEL NO.: SEE SHEET L-30, CFD 2001-01 PLANS SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL GENERAL VALVE/QUICK COUPLER NOTE: BOOSTER PUMP SIZE: SEE SHEET L-30, CFD 2001-01 PLANS - CONTRACTOR SHALL NOT INSTALL ANY VALVES OR EXISTING 2" WATER METER QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR SOURCE AT CCWD: RUSSELL SILVA/ HUGO BORJA J © - - EXISTING PRESSURE REGULATOR DEVICE - SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. DATE INFO OBTAINED: 12/05/2002 /04/28/2003 0 EXISTING REDUCED PRESSURE BACKFLOW DEVICE REFER TO SHEET L-4 FOR IRRIGATION NOTES. THIS IS A POTABLE SYSTEM, WHICH SHALL BE CONVERTED IN THE FUTURE c - - EXISTING MASTER VALVE _ TO RECLAIMED (NOTE: STATIC PRESSURE WILL BE LOWER WITH RECLAIMED I SYSTEM (PER HUGO BORJA, CCWD, 4/24/2003); PUMP HAS BEEN DESIGNED EXISTING IRRIGATION CONTROLLER - NOTE: GRAYED OUT ITEMS SHOWN FOR REFERENCE TO COMPENSATE AS NEEDED) 0:N O ONLY. - - EXISTING FLOW METER RAINBIRD PESB-CP-PRS-D-NP-HAN. RE OOTE WITH NON vPOTABLE SFLOW�COfVTROL HANDS A SEE SHEET L-4 FOR PRESSURE LOSS CALCULATION. VALVE INSTALL P N PURPLE CARSON VALVE DEPENDING BOX(OR EQUAL)SIZE) 0 RAINBIRD 33DNP ,d&?DUINKPURPLE CARSON LVALVE BOX EQUAL B H SPEARS OR TUBV-E PVC PVC BALL VALVE, LINE SIZE, WITH CHRISTY'S "NON-POTABLE" ID TAG C EQUAL OR EQUAL) - INSTALL S�INN� PURPLE �CpARSON VALVEBOXBOX OR EQUAL EQUAL NE OR CL 315 CL 315 FOR 2" AE UNGER SC't PUW �O��SIZE AND UNDER, p EQUAL RECLAIMED (PURPLE PIPE WITH PURPLE WARNING TAPE ALERTLINE OR SCH. 40 NON-PRESSURE PV LATERAL LINE - SEE PLAN FOR SIZE D EQUAL RECLAIMED PURPLE PIPE WITH PURPLE WARNING TAPE PVC SLEEVE - TWICE LINE SIZE MINIMUM (USE 6" DIAMETER PIPE E DESCRIPTION OF REVISION �►� Cffy llollme - — — - ANY APPROVEDCH. 40 FOR ALL MAINLINE AND 2 1/2- LATERALS, 4" FOR ALL LATERALS 2" AND SMALLER AT STREET CROSSINGS) RECLAIMED (PURPLE) PIPE WITH PURPLE WARNING TAPE CITY OF RANCHO C U CAM 0 N GA WS ANY APPROVED SCH. 40 PVC WIRE SLEEVE - SIZE AS NOTED ON PLANS FD, E IRRIGATION PLAN NOTE: INSTALL PURPLE "NON-POTABLE" WARNING TAPE OVER ALL MAINLINES AND LATERAL LINES. VALVE SIZE DIAL BEFORE YOU DIG FOR LMD ANNEXATION 2" VICTORIA ARBORS TRACT 16314 1000 814 62 GPM 1 �� kt VALVE NUMBER E'' wiz ��ti APPROVED BY: DATE-- VALVE AREA J CITY RCE: 14053 PLAY IT SAFE. AT LEAST TWO DEEM 717 DIAL BEFORE WORKING DAYS LU PRIOR TO Withers and Sand ren, Ltd. YOU DIG! EXCAVATING 0 10' 20' 40 * ate * 9PAW �, � Landscape Architecture L-3 of 9 �r 3467 Ocean View Boulevard, Suite A SERVING NINE SOUTHERN CALIFORNIA COUNTIES 1" — 20' qTE OF d TSI: (618) 236-3 006006 Fax: CKED ci« CA DROM ((816) 236-3066 61 Lw 09/09/2004 1101-4- PROJECT SHT. NO. OF IRRIGATION NOTES 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF TO SPRINKLER - ANGLE PIPE TO CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE SPECIFIED DEPTH WITH 46 ELLS INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE SCH 40 PVC MALE ADAPTOR CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. HARDSCANOTE 4) PVC NI PMC LxIKUII "�hA.PWTI�"_wJ"E0"OOF ROUND PLASTIC VALVE BOX • � PMC NIPPLE cvn GTS UR E�IIAL (PURPLE NON-POATASLE) ETCHED -IRRiAT1ON GATE" ELECTRIC CONTROL VALVE 2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE _ (CARSON Olt TAPLASTIC VALVE BOX�WLE �-POTABLE) REGULATOR(IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW �,, FINISH GRADE E MAIM EoAUAL��,y' METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT ETCHED WRH collr�oLLEIe PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCAL -- AM VALVE SEQUENCE CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE �..� FINIW GRAM OF THE CITY. Z31[Z WLW - 1 1 2' �s1 ESMALLER WIT " I I CLEAN NACKFILL - SEE SPECS. CILE FOR MATERIAL. HEDGE - OR LAIWER WITH 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN AN ALUMINUM ENCLOSURE,AND N so0� I�oUMeE000rWILwATED ° On SIDEWALK STRONG BOX(SB)SBBC- AL?SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH _VALVE SHRUBS WHENEVER POSSIBLE. Zv 'DO NOT ORINK' U PIG TAIL EXPANSION 4.THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES, ETC.SHOWN WITHIN PAVED AREAS ARE FOR ............... t MAINLINES LAPE tLAATER TOP MES. ^ LAOP (MIN. 24" LONG) DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. ADVICE r MIN. a SAND r - 3" BRASS ANGLE AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM WALLS STREET LIGHTS SIDEWALK '�tAM' ''''' eEODMIG MID S►IAooMIG ( '� FLOW VALVE W/UMON UTILITY LINES AND EQUIPMENT AND ARCHITECTURAL FEATURES. CONTROL WSS SLW*t - 3 SIZE PER PLAN INSTALL 3 4_/ WASHED ADOCENT TO PRESSURE � CIIIISFIED AGGREGATE 5.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE NIPPLE--- -- - - --- SUPPLY LINE a %S' SCH Bo PMC PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION PRESSURE SUPPLY LINE SOH Bo UNION SLEEVE SIZE IWICE IMMEDIATELY TO THE CITY. DIAMETEROF PRESSURELCONTROL R COMMON WIRES or TV. SUPPLY LINE 6.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES NON- LATERAL AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO LINE SLEEVE - SIZE TWICE 3 4" WASHED GSeUSIIED COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. NOTES: lLEEVES SCM PNC LA Lw NON-PRESSURE 1. BASE BRASS NIPPLE 2. EXTM ALL SLEEVES /2' BEYOND EDGE OF HAROSCAPING AT BOTH ENDS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOOL SCH 80 PMC SXSXT TEE 7.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM 3. ROUTE SLEEVM ANOIUND HANDICAP RAMPS. 2. INSTALL CONTROL VALVES A MIN' OF 12" FROM STRUCTURES OR HARDSCiAPMIG. PRESS J SUPPLY LINE 3. INSTALL VALVES MI PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS,WALLS,ETC. THIS SHALL INCLUDE 4' PING LUIb20 (24* AElrr SlSC.EPTtDLE TRAFFIC LOADS REFER CITY 4. PLACE VALVE BON AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. NOTES: STD. NO. 120_x'_ . TO 36' MAX OEM TO TOP OF PIPE BELOW 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOD(. 1. INSTALL CONTROL VALVES A ANNA AN OF 12" FROM STRUCTURES OR HAIMSCAPING. THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL STRUCTURAL SECTION 9. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER Alb 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SOEWAM. SPRINKLER HEADS AT INITIAL CONSTRUCTION. 5. ALL PMC PIPING TO MEET RECLAIMED WATER STANDARDS. VALVE NUMBER. 3. PLACE VALVE BOX AT RICHT ANGLES TO STRUCTURES OR HARDSC~ 4. PLACE AGGREGATE PRIOR TO INWALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAC WRH APPROPRIATE CONTROLLER AND 8.WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS, TREES, ETC.)INTERFERE WITH VALVE NUMBER. THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. (E) SLEEVING - STD. 533 CC) BALL VALVE - STD. 518 (RECLAIMED) CONTROL VALVE-STD.520 (RECLAIMED 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 ROUND PLASTIC VALVE BOX A COVER: INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A 4"LKS OF MKpI *49 9M WAD BODY SET TO (PURPLE NON-POTABLE), ETCHED "Gx" STRUCTURE OR WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE VANE PER CONTROLLER SHALL a FU TO 1/��RD � ( � Ems) ► OPERATE AT A TIME. - 3" ABOVEc GRADE A FAs •.:'rN�N�nrn:Nrn� nnnrf' iAND a MIN_ RAISIN SOL Off AT GRADE IN LAWN AR 18�-MAX. 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT RNISH GRADE OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION n CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF N •� INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. CK 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ETI- (STATIONS) ? - (DIGITAL RADIO)W/ANT-1 909 COMPACTION REOUIRED DPW ALVE ANTENNA PORT INSTALLED WITHIN A DR STRONGBOX(SB)24SS/120 VOLT CONTROLLERIELECTRICAL WITHNI RPt� ENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER WARNING TAR ON 'TOP OF STAINLESS MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECTION MAINLINE AILD LATERAL SCREW CLAMP BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. Ela+-FRES SEH. 40 SNAKE PIPWE KE UNE:- MINIMUM (3) T�IACES AE IN MI ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. b TRENCH " 3 4" WASHED AGGREyty ,I �a4: 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE CLam SUPPLY S �� U`»• ,`" U` PIPE IN 11LNCH :k"' +»: " °* RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL SCH 40 BRASS E CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE _ CONTROL WIR SUPIDLE SCH 40 BRASS NIPPLE - DEVELOPER. 0 PC � I Alb TAPE AT 15' O.C. AND 24" LANG 11111118 V S110 v SPW ELLINSTALL ADJACENT- - - PRESSURE SUPPLY ONE 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IA1M Rm MPO V 91M Ell I PRa" MINI OF SAND IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. I�PImE L10m LK TY m�� Rm B- M BEVDMx nID S ADDI G SCH 40 BRASS 9(l ELL 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE N111-OMNI BLUE Its If01lAED SCH SO PMI: W SPRINKLER HEAD IS 1/41 ABOVE FINISHED GRADE. STREET ELLWE scH 4p BRASS So• 1. IDGIIE HEAD r W P FIRM BILKS,outl�, INrIIDSCAPAIC, lIO1S1RIPs, NOTE �PRESSURE PPLY STREET ELL 1. PIGTAIL Alb LOOP OOIRTtOI WIRE AT 90' CHANGES Ml DIRECTION. NO 1110 OF UML 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 1r III, DEPTH /44'REBAR.)STAKE 2 USE TEFLON WE ON KL 1111111THEAE M r MID LAMr.M 24" MMI. DEPTH PRESSURE SUPPLY UNE (22 3, mm EEA NIM 1111 1N OEDI(1NLVE NO PASS R 0111 96M 3. ALL PVC PIING Tb MEET RECLAIMED WATER STANDARDS. FEMINIZE AS PBI Elf AAIGIITION RA 4. LEAD OONfCildl If BOTTOM MET ONLY. NOTE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. H IRRIGATION NOTES (FHI-POP SHRUB SPRAY - STD. 539 D TRENCHING - STD. 532 B QUICK COUPLER-STD,536 (RECLAIMED PROJECT NAME: Vktorb Arbors-Dry Creek(north Of Church) 62.9426 Vahre S: B22 02/27104 GPM: 46 'SNAP-TW WATERPROOF CONNECTOR OR EQUAL MARE SERVICE LOOP LOOP STATIC PRESSURE High: 69 ENOUGH WNW AsoEXTEND � 1 BUNDLE 6- Low 61 Person Spoken to:Russell Sitio �- SPLICE BOK OOVER WITH Company: CCWD LOCKING !ETCHED "S.B.' i Phone Number 987-2591 Dote: 12/5/2002 61 GRAM IN LM" HOL: 1408 Total IN PLANTER BEDS Egnbtnent Size Long& GPM RSI Lass Meter 2" @ 45 1.55 Backflow Devke 2" @ 45 12.00 Mainline 2-1/2* 1407' @ 45 826 I OnY Master VOM 2" @ 45 0.68 DESCRIPTION OF REVISION DATE Flow Sensor 2" @ 45 1.00 �BOOX.X 1CARrSON�OR EQUALPMETER Contro V he r @ 45 2.60CITY OF RANCHO CUCAM0NGA C onlrol V CLEW @ 45 3.60 Lateral Urns-Sch.40 2" - @ - 0.04 1-1/2" 1' @ 27 0.02 1-1M" 22' @ 17 0 37 39= ". 0 8 z78 IRRIGATION DETAILS SUBTOTAL: 32.46 Z24VOLT MIRES. TAPED AND FOR LMD ANNEXATION LO:l tltteDllgl,flAing3 ,ox 3s9 �UTk1 k11r toad PSI needed 30.00 BUNDLED AT 15 FT. INTERVALS8prHlGnchage .00 n ,2.99 2 CU. FT. PEAG VICTORIA ARBORS TRACT 16314 EisveTOTAL SYSTEM LOSSES: 79.18 MOSrAPF 7M. W1 �, LOWEST STATIC PRESSVRE AVAILABLE: 61.00 J `� y as�y ,� UPS BY: DATE: PRESSURE BOOST FROM PUMP RER CPD PLC FOR POC"B•: 35.00 CITY ENMEER RCE. 24953 BOOST CAN BE SETUP TO 48 PSI OEM IMICdMMENDED TOTAL RESIDUAL PRESSURE: 16.82 roCON CITY REOUREDMINIMUM RESIDUAL WA7ERPRESSURE 15-20PSI * * Withers and Sandgren, Ltd. DPJM Landscape Architecture PAGE Sr�T e ��* DIV, PN 3467 Ocean View Boulevard, SuR. A L-4 of 9 Glendefe, CA 91208 (1) PRESSURE LOSS CALCULATION G 2 4 VOLT SPLICE - STD. 540 °F �� LW T.I: (818) 236-39/ rax: (e1 a) 236-3066 09/09/2004 • PROJECT SHT. NO. la OF_L I t REFER TO VICTORIA ARBORS REFER TO PLANS BY OTHERS, FOR CFD 2001-01 PLANS, COMMERCIAL DEVELOPMENT _ CITY DRAWING NO. 1833 (DEVELOPER INSTALLED / PROPERTY — , OWNER MAINTAINED AREA) — STREET R.O.W. RUNS ALONG WALL) i .,.j —T-1 T-2 MADRIGAL DRIVE �j YUP - -- ---- - -- -- - --�-- - - - -- - - -- - ---- - - - _------ -- \ LLJ SEE SHEET L-7 A LIMIT OF WORKAF Nr - --- - _ O�� • �•� • • LA10*10" N*--1 r000r N*1 10 X oto - oef OD 3 �' • O Q t �O b - - - - - __�. -- - J 5' EASEMENT Z LIMIT OF WORK Z I REFER TO VICTORIA ARBORS 0 CFD 2001-01 PLANS, C DRAWING NO. 1833 TREE LEGEND QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS T-I CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. / MIN. 20' O.C. 17 T-2 RHUS LANCEA AFRICAN SUMAC 15 GAL. / MIN. 20' O.C. 6 NOTE: PLANT ALL TREES MINIMUM 24" AWAY FROM WALLS AND WALKS SEE PLANTING NOTES SHEET L-7 DTY LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS. SEE SHEET L-7 FOR SPECIFIC INFORMATION. DESCRIPTION OF REWSION DATE an CITY OF RANCHO CUCAMONGA TREE PLANTING PLAN FOR LMD ANNEXATION DIAL BEFORE YOU DIG VICTORIA ARBORS TRACT 16314 1-800-227-2600 pF wlAPPROVED 13Y.- DATE: CI1Y ENGINEER RCE: 24953 r. PLAY IT SAFE. AT LEAST TWO J11A Dow PEDOMMENM DIAL WORKING DAYS a DN YOU DIG! PRIOR TO 0 10' 20' 40' * re # D Withers and Sondgren, Ltd. — s EXCAVATING Landscape Architecture Dde DN, PN 3467 Ocean View Boulevard, Suits A L-5 of 9 Glendale, CA 21208 SERVING NINE SOUTHERN CALIFORNIA COUNTIES 1" = 20' OF *on= Tel: (818) 236-3006 rax: (818) 236-3066 LW 09/09/2004 PROJECT SHT. NO. 0F 157 REFER TO VICTORIA ARBORS REFER TO PLANS BY OTHERS, FOR CFD 2001-01 PLANS, CITY COMMERCIAL DEVELOPMENT DRAWING NO. 1833 (DEVELOPER INSTALLED / PROPERTY OWNER MAINTAINED AREA) STREET R.O.W. J LIMIT OF WORK VERIZ N CONDUIT MADRIGAL DRIVE s-3 S-9 S-17 � _ TYPICAL - .. - , �� ~�U 4- �� g 2 10 � ��JU _ S-27 _ S-1 -- - S17 W ----- - - - - -- - - - - - -- ---- _ - - � ---- - _ - -- - - --- --- -- - --r- S-5 --- - 5-17 S-3 --- 5-17 - - - -- 6S2 -- ARBORS ----�- ------ 0 S- 7 S-1 S-179 4 5 4 S-17 LU REFER TO VICTORIA 10 16 2 12 12 3 8 3 14 9 11 4 \\ ' V CFD 2001-01 S_3 - S-9 S-17 PUNS CITY DRAWfN S-3 S-1 S-12 S-13 S-17 S-12 S-12 S 12 6 8 S55 S31 _ 1 6 7 3 SHEET L-7 S 27 W Q NO. 1833 7 16 30 5 3 -- -- ',"-,`:- • • • • • • _ - . -. ?. Jam' _3`_ _ _' - - _ "ii Xil... :3 " �i "l� - 'II`I _ • 70 • • - III J I 1 i Lyl ° ° . . a ° AUL c _ a 019 L� a D S-1 S-5 S-17 S-1 I g o f I�II� 37 � J� _ 14 S�12 S-5 S-14 S-6 S—i S-14 S-5) - -- _ 2 5 3 5 3 3 3 5 - — -- - 3 3 9 4 � S-1 -1 S-14 S-12 S-9 S-1 S-14 S-1 S-1 S-14 S-14 � Z 2 3 2 3 1 3 2 2 6 3 1 1 S-1 S-17 S-12 S-1 S-1 3 S-17 S-14 S-5 S-27 S-17 S-10 _ S-1 S-14 S-17 S-12 S-14 S-1 S-12 S-12 11 2 2 8 g 40 4 16 2 S-13 S 6 1 7 20 S-14 2 3 3 6 2 3 3 2 2 S-14 S-14 S-1 o WALL LOCATION (TYPICAL) - SEE 22 "WALL PLANS, VICTORIA ARBORS V EASEMENT S-9 S-12 2 2 LIMIT OF WORK 1 TRACT NO. 16312-16314, 16369-1374 6 " 5' EASEMENT 2 2 PLANTING LEGEND QTY (TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE THIS PAGE) REMARKS Op S - 1 WESTRINGIA 'WYNABBIE GEM' AUSTRALIAN ROSEMARY 5 GAL, 48 4' O.C. J JJ JJ S - 3 HEMEROCALLIS HYBRID 'RED' DAYLILY I GAL. 41 2' O.C. , EVERGREEN ONLY S - 5 LANTANA CAMARA 'DWARF YELLOW DWARF YELLOW LANTANA I GAL. 21 4' O.C. 0S - 6 LEPTOSPERMUM SCOPARIUM NEW ZEALAND TEA TREE 5 GAL. 5 WO.C. RUBY GLOW' 0 S - 9 LANTANA CAMARA ' DWARF WHITE' DWARF WHITE LANTANA I GAL. 11 4' O.C. S - 10 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 32 15' O.C., TRAIN TO WALLAEMOVE STAKE Q S - 12 PHORMIUM TENAX 'FIESTA" FIESTA HYBRID FLAX 5 GAL. 42 4' O.C. S - 13 ABELIA x GRANDIFLORA 'EDWARD GOUCHER' EDWARD GOUCHER ABELIA 5 GAL. 7 4' O.C. S - 14 RHAPHIOLEPIS INDICA 'CLARA' INDIAN HAWTHORN 5 GAL. 35 5' O.C. ® S - 17 TRACHELOSPERMUM JASMINOIDES STAR JASMINE I GAL. 273 2' O.C. ® S - 27 HEMEROCALLIS 'PYEWACKET' DAYLILY I GAL. 87 2' 0.C. QTY GENERAL NOTE: ALL STRAP LEAF PLANTS SHALL BE PLANTED AWAY FROM SIDEWALK AND CURB FACES. THIS IS A MAINTENANCE My REQUEST. DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA SEE PLANTING NOTES SHEET L-7 LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH SHRUB PLANTING PLAN UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND FOR LMD ANNEXATION DETAILS. SEE SHEET L-7 FOR SPECIFIC INFORMATION. DIAL BEFORE YOU DIG VICTORIA ARBORS TRACT 16314 1-800-227-2600 PE APPROVED BY: DATE: G J °moo -` CRY ENGNEER RCE: a53 PLAY IT SAFE. AT LEAST TWO OESM WORKING DAYS 1, alu DN YOUDIGDIAL ORE PRIOR To , Withers and Sandgren, Ltd. EXCAVATING 0 10 20 40 * ate * pRtAMN p Landscape Architecture L-6 Of 9 S�. a �r DN, PN 3487 Ocean View Boulevard, Suite A Glendale, CA 91208 SERVING NINE SOUTHERN CALIFORNIA COUNTIESTel: (8 1„ = 20, �rE OF CA�� CFECKm DRAM�10 N0. 18) 238-3008 Fox: (818) 238-3088 Lw 09/09/2004 D +� PROJECT SHT. NO. 1d- OF 1S I N TC TC FW (� PERP% ,M.CM CASE 1 01181 RTAR MO001MLESTOIC FLAW SIDE UP W E Cl tINI I l U ` ..� 16 SMIN. ... ,., , �,. � .� v MADRIGAL DRIVE U MMMIM 0010CRETE 11111111) �k 70P TIE TO BE PLACED AS LOW v U TOP OF ROOTBALL TO EXTEND 2" U NOERNEATM 0080113TO E - ' 4' 5-1/2' AS P06 MZ ON THE TRUNK TO TOP OF STAKES BELOW HEAD ABOVE FINISH GRADE SIOEWAIK OR CURB CASE 2 ATE M ,U,Q MAI. ,OIL OEPIM AT PARKWAY SIDEWALK BUND"", FOR ,"'"'1D�, ,� KW �0w"' ORIGINAL GRADE � roc or Comm NATIVE BACKFILL WITH NO ROCKS o016LeaTDNE OR ALLOW THE HEAD TO DROP. RAMI TRUNK GREATER THAN 3" DIAMETER. PL * ET 2OF ACOCH TIES PART A wrtH 3" BERM TIGHTLY COMPACTED IN • .y a GALVANM SCREws TO 3• PLACE TO FORM WATERING BASIN. A LODGE POLES. 9 r+ !n` J t2' MAXIMUM LODGE 3 -1 r F--24'--f Or F-- 0 --0 2* 06k LODGE POLE FINE W � � TOP OF ROOTBALL TO EXTEND WITH PRESERVATIVE STSTNCES ��� MOITTARED OIO11E Bar�E 2' MOVE FINISH GRADE DRIVE A MIN. OF 6' INTO UN- DISTURBED SOIL ANO POSITION I iL! 4' �^W LJ ORIGINAL GRADE(� STAKES OUTSIDE ROOTBALL I T � •�i I'""• I 0 13N PLACE TO FORM WATERING COMPACTED ROOT BALL - 01 PC OIE BASIN. LOCATED OUTSIDE OFDMCOBetE W/#3 SM GR! 0 0 # 2 t�jPLANT PIT. r MAIN, /4' MML AWA SEE MOPE OETAIL PLANT PIT TO BE (2) TIMES THE cuN�a OJT= FDR �_�� WIDTH OF THE ROOT BALL. � \ NATIVE BACKFILL WITH NO ROCKS GREATER - t0 THAN 3" DIAMETER ROOT BALL B' 1 AREA DECORATIVE PLANTn�NE� � i COBBLE ROCK TUB THE ROOT BALL BDEMMLK �� NOM AT PAD ELEVATION MW MIKES (TIT.) UNDISTURBED NATIVE SOIL. r MM11101111C. RAD. M . /4' c.r roc mmCIRO ret CITY STD. 634 _ - - UNDISTURBED NATIVE NroTtEs 1.cDNDIETE CLAIM $211-0-211m 7.WM XEM ulux OTHERWISE OWN IED, WILL 8L I I I=1 I I-I 11=1 I I-III-III-III-I 11=1 11- I-1 I I-III-TI I-�I�I I I-1 11- I I� I 11- NOTES: .ocLoIM MAX X-0" - MM. r- KOBBLESMNM MML 1r - MBL WITM CNE NJLT BOE -I i IIit NOTES: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE a.BouLooel sa�u. MW 1/3 emomff Commpova ww'ep'V34.ALL e�IIENr. ► _I I 111='' OV TO 7-1 2 PMTS SMO. 7000 r0 CEYOVT�Ild&MaIN0n-0014 "IS MLO EM III-III- t. REMOVE NURSERY STAKES OF ROOT BALL DO NOT CRACK ROOT BALL. 6. Oy1PlA ARFJ�MBI. �FT., sNMl BE APPROVED BY THE CITY 6NBr+EK:TDR PRIOR 10 T I i11 1- 2.� 2. STAKES TD BE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULAR TO PRtYAILI4G WBVD. R rR00EEDM0 NRR1 IdMllq ROCK WORK FIM IMSTMO 1`091110011 OF ALL 1110M TO BE APPROVED BY THE OILY MO , 7.ROCKS SIMLL BE MOM IIOUIIDET NO FILE OF OLIEC1101/M1E DIWOU111011 6!OOCEM" NOM OOINTENT. NL ALL COBBLEMW AMW S1MLL IMINE r s r CONCRETE HEADON As AN EDGE AT NIYNRNG. 9.ROCKSKWE SHOMO 1`01108 GMOE WNW BLOBS DOSE AND 01 IT 0 A 2S MSN, AT ALL TOES WITW THE R.O.W. I TYPICAL SECTION-MADRIGAL DRIVE 'A - A' F STAKED TREE ON SLOPE - STD,505 C CONTAINER ON A SLOPE - STD.507 A GRANITE COBBLESTONE - STD. 542 ONE HALF OF SPACING LIMIT OF PLANTER AREA REQUIREMENT TIGHTLY COMPACTED 3" BERM TO FORM DEPRESSED WATERING BASIN. TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. CONCRETE HEADER - 1/2- RADIUS EXTEND 2" ABOVE EXPOSED EDGES AND FINISH PER PLAN FINISH GRADE 1" IN LAWNINSTALL AT GRADE LEVEL AT SWALE ROSSINGS) 6" OR 8" EE NOTE FlNISH GRADE 77 - III-I I-� I I I-1 I I-;I I I- <K✓ ROOT BALL I I-III „Q 1- E UA - - PLANT PR TO BE (2) TIMES THE I I -III 1CONTINUOUS UNLESS OTHERWISE INSTRUCTED) WIDTH OF THE ROOT BALLI- I Ii II it NATIVE BACKFILL WITH NO NOTE: ROCKS GREATER THAN 3" 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL DIAMETER. SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. UNDISTURBED NATIVE SOIL NOTES: 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER NOTES: JOINTS AT 20'-0" O.C. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 1• UNTOF ANGLE OOT MATTEALL ORNOTSCRBY LOOSE I G ALL ROOTS AT EDGE 2. 8" WIDE CONCRETE HEADER BETWEEN CRY-MAINTAINED TURF AND FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. GROUND COVER AREAS AND BETWEEN CRY-MAINTAINED TURF AND PRIVATELY-MAINTAINED AREAS. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3. CONCRETE TO BE 520-C-2500 MIN. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. (J) NOT USED G GROUNDCOVER SPACING - STD.508 (D) CONTAINER PLANTING - STD.506 B MOW CURB - STD. 534 PLANTING NOTES NOTES: �NDS('A PE 1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS 1. REMOVE NURSERY STAKES q 2. STAKES TO BE PLUMB ANDM. wITH AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVINGL,AND RE-INSTALLING IRRIGATION EQUIPMENT,AND ) PARMi REPLANTING AREAS WENCH ARE NOT INSTALLED PER PLAN AND SPECIFICATION " 3. STAKE TREE PERPENDICULAR 4 OF COMPACTED WOOD CHIP TO PREVAILING WING. 2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND MULCH. I� v N J BACKFILL REQUIREMENTS. HARDSCAPING (CONCRETE HEADER, U CURB & GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADEE nature W 3.CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL `/ * a e TACE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGOUND FACILITIES. v S 12" srgr oat �!, 4.NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE TOP TIE IE TOWE PLACED ON THE OF BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS 1RLNr( T41"'W 4t WNO TOP Or SVXES BELOW SPECIFIED,AND THE WORK APPROVED BY THE CITY. NOT so LAW AS TO LOSS- NEW Of TREE I SUPPORT OR ALLOW �nLL SPECIES GROWTH IMEIi PERMITS. 5.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL 7, t THE HEAD 10BL_ N 7RUNK LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. t Z (2�_�TTACN� 24' APA- SCREWS TO r LODGE POLES, S.CONTRACTOR 13 RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT 2" DIA. LODGE POLE PIE SGIKES OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL I I I 12* MAXIMUM WITH 8000 PRESERVATIVE STM, CRY BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. DRIVE A MINIMUM OF 6' INTO DESCRIPTION OF REVISION DATE APPROVM N UNDISTURBED SOIL AND POBRION STAKES OUTSIDE ROOT BML 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHOVEL CUT EDGE COMPACTED ON onlIC 00 "RBORIN0UM1D IN TURF Al EAS AND CITY 0 F RANCHO C U CAM 0 N GA SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. NATIVE SOIL FRONT YAIDS. TOP OF ROOTBAI 10 EXTEND 2' B.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO ADM FINISH GRINX PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. TIGHTLY COMPACTED r NEW TO FORM WINTERING BgSNN FOR 1030ENTVL AND GROUND oorF,I I Mr DO . O TUR CONSTRUCTION / PLANTING DETAILS CATE OUTSIDE OF PLANT PTT. BERMS M TURF AREAS DIAL BEFORE YOU DIG 9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. ACSE CEPTANCE. REMOVED PRIOR TD CITY 1-I 8227-2600 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL NOTES: D BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6'INTO THE SOIL AT 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL FOR LM D ANNEXATION THE REQUIRED RATES PER 1,000 SQ.FT. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL 4 CY.NITROGEN STABILIZED SAWDUST 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND VICTORIA ARB0RS TRACT 16314 AT LEAST TWO 120 Nes GYPSUM INTO EDGES AT GROUND COVER AREAS. PLAY IT SAFE. 1251sS GRO-POWER PLUS 1 DIAL BEFORE WORKING DAYS 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. N�acls GREATER THAN r DnL APPROVECI PRIOR TO 11.LANDSCAPE AREAS SHALL RECEIVE 4'OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT 4. PUCE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. BY: DATE' YOU DIG! EXCAVATING GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE CITY ENGINEER RCE.- 4953 MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITS^S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. MULCH SHALL BE NATIVE SOIL UNDISTURBED #r3 WOOD CHIP MULCH,AVAILABLE FROM: SERVING NINE SOUTHERN CALIFORNIA COUNTIES TWA ROOT BALL WIM DN Arteele Sawdust-13434 Ontario Avenue,Ontario,CA (909)947-5988 1 fax(909)923-7208 Withers and a n d g re n, Ltd. DRWM Landscape Architecture PApE DH, PN 3467 Ocoon View Boulevard, Suit. A L-7 Of 9 K PLANTING NOTES H MULCH INSTALLATION - STD. 509 E DOUBLE STAKED TREE - STD.502 T.l: (ate) 236.3006 Cax1(6 a) 236-3066 D%kW a NIX LW 09/09/2004 OI _L_ PROJECT SHT. NO. OF I GENERAL CONDITIONS CITY OF RANCHO CUCAMONGA 2. The Contractor shall make neat and legible notations on the record drawing 1.05 SUBSTITUTIONS D. Brass Pipe and Fittings: 2.A backboard shall be secured to the controller enclosure housing to provide a base for PLANTING AND IRRIGATION SPECIFICATIONS progress sheets daily as the work proceeds,showing the work as actually installed. 1.Where indicated on the Drawings,use red brass screwed pipe conforming to mounting the automatic sprinkler controller and terminal strip. A. CONTRACTOR DOCUMENTS: shall consist of specification and A. If the Contractor wishes to substitute any equipment or Federal Specification#WW-P-351. 3.A 117 volt duplex box shall be provided with an On/Off switch,and a 117 volt receptacle. � For example,should a piece of equipment be installed in a location that does not 2.Fittings shall be red brass conforming to Federal Specification#WW-P-460. Metal conduit shall run final the 117 volt supply to the controller housing.All wet within the itsgeneml conditions and the drawings. The intent of these documents is to SPRINKLER IRRIGATION SPECIFICATIONS match the plan,the Contractor must indicate that equipment has been relocated in materials for the equipment or materials listed on the Drawings and PP Y g Po include all labor, materials, and services necessary for the Specifications he may do so by providing the following housing shall be properly phased. ProP� a graphic manner so as to match the original symbols as indicated in the irrigation E.Copper Pipe and Fittings: 4.A terminal strip shall be provided,clearly indicating the proper pionts of connection of all execution of the work. The documents are to be considered as one. PART 1 -GENERAL information to the Ci of Rancho Cucamonga for approval: legend. The relocated equipment and dimensions will then be transferred to the �' g 1.Pipe: Type K,hard tempered. appropriate wiring(station valves,master valve,common,central control). Whatever is called for by any parts shall be as binding as if called for all original record drawing plan at the proper time. 2.Fittings: wrought copper,solder joint type. parts. 1.01 DESCRIPTION 1. Provide a statement indicating the reason for making the 3.Joints shall be soldered with silver solder,45%silver, 15%copper, 16%zinc, Q.Miscellaneous Irrigation Equipment: substitution. Use a separate sheet of paper for each item to be 24%cadmium,solidus at 1125°F,and liquidus at 1145°F. 1.Refer to the Irrigation Plans for sizes and of miscellanenous irrigation equipment. B.VERIFICATION: The Contractor shall verifymeasurements on the A. Sc of Work: Provide all labor, materials transportation, and 3.Before the date of the final observation,the Contractor shall transfer all g h'PC3 g� al Pm Pow information from the"record drawing"prints to a sepia mylar or similar mylar submitted. 2.All miscellaneous irrigation equipment shall be as specified or approved equal. drawings before beginning work. In case of error or discrepancy in the services necessary to furnish and install the Irrigation System as shown on F. GateValves: material. Arrangements shall be made through the city for obtaining said sepia 1. Ball Valves PART 3 -EXECUTION drawings or specifications or in the work of others affecting his work,he the Drawings and described herein. ,p 2. Provide descriptive catalog literature, charts and mylar or similar mylar material. All work shall be in waterproof India ink and a.Ball valves shall be a plastic PVC valve with threaded ends and 3.01 OBSERVATION OF SITE CONDITIONS shall notify the City Inspector immediately. The Contractor shall be held flow charts for each item to be substituted. applied to the mylar by a technical pen made expressly for use on mylar shall be equipped with a stainless steel handle. A.All scaled dimensions are approximate. The Contractor shall check and verify all size responsible for any damages or loss due to his failure to observe these B. Standards: All work and materials shall comply with governing codes, material. Such shall be similar to those manufactured Ra 'do h b.Ball valves shall be Spears XXX or approved equal. dimensions and receive Pan by Pr 8mP pe appro eq approval from the City of Rancho Cucamonga prior to instructions. safety orders, standards, and regulations, and meet the minimum 3. Provide the amount of cost savings if the substituted item is requirements of the Standard Specifications For Public Works Kueffel Bt Esser,or Faber Castell. The dimensions shall be made as to be easily approved. c.All Ball valves shall be installed per detail. proceeding with work under this Section. C. MATERIALS MACHINERY EMPLOYEES: Except as otherwise Construction Green Book latest edition. readable even on the final controller chart(see Section C). The original mylar � B. Exercise extreme care in excavating and working near existing utilities. The > ( ) n n G.Quick Coupling Valves: Contractor shall be responsible for damages to utilities which are caused his record drawing plan shall be submitted to the City of Rancho Cucamonga for PoT► 8 by noted, the Contractor shall provide and pay for all materials, labor,tools, B. The City of Rancho Cucamonga shall have the sole 1.Quick coupling valves shall be Rainbird 33NP or approved equal. operations or neglect. Check existing utilities drawings for existing utility locations. and other items necessaryand incidental to the completion of his work. 1.02 QUALITY ASSURANCE& REQUIREMENTS approval prior to the completion of the controller chart. omp Q Q responsibility in accepting or rejecting any submittal item as an 2.Quick coupling valve shall be operable with a quick coupler key. Key size C.Coordinate installation of sprinkler materials including pipe,so there shall be no 4.The Contractor shall dimension from two(2)permanent points of reference, approved equal to the equipment and materials listed on the and type shall be as shown on the Drawings. interference with utilities or other construction or difficulty in planting trees,shrubs, D. SURVEYS, PERMITS, REGULATIONS: The Owner shall famish an A. Permits and Fees: The Contractor shall obtain and pay for any and all Drawings and Specifications. and ground covers. such as building corners,sidewalk edges,road intersections,etc.,the location of H.Backflow Prevention Units: adequate survey of the property. The Contractor shall obtain and pay for permits and all observations as required. D. The Contractor shall carefully check all grades to satisfy himself that he may safely all permits and comply with all laws and ordinances bearing on the the following items: 1.06 GUARANTEE 1. Backflow prevention unit shall be of size and type indicated on the irrigation proceed before starting work on the irrigation system. operation or conduct of the work as drawn and specified. If the Contractor B. Manufacturer's Directions: Manufacturer's directions and detailed drawings. Install backflow prevention units in accordance with the Drawings. observes that a variance exists therewith he shall 1 notify the Ci drawings shall be followed in all cases where the manufacturers of articles a. Connection to existing water lines. 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy 3.02 PREPARATION promptly fy City 8 A. The tee for the irrigation stem shall be made in Inspector in writing and an necessary changes shall be adjusted as used in this Contract furnish directions covering points not shown in the b. Connection to existing electrical power. guarantee g y with 60 mesh monel screen and shall be similar to Bailey#100B or approved A.Physical layout: sP 8 Y azYJ g p° accordance with the attached form. The General Conditions and equal. 1.Prior to installation,the Contractor shall size stake out all sure 1 provided in the contract for changes in the work. Drawings and Specifications. c. Gate valves. P� supply Pg P Supplementary Conditions of these Specifications shall be filed 3. All pressure main line piping between the point of connection and the lines,routing and location of sprinkler heads. d. Routing of sprinkler pressure lines(dimension max. 100 along routing). with the Ci riot to acceptance of the irrigation stem. backflow reverter shall be installed as aired local code. The Contractor E. PROTECTION OF WORK, PROPERTY AND PERSON: The C. Ordinances and Regulations: All local municipal and state laws and e. Sprinkler control valves. t'P eptan g y P by 2.All layout shall be approved by the City of Rancho Cucamonga prior to $u ip shall verify with the local governing body as to material type and installation installation. Contractor shall adequately protect the work, adjacent property and the rules and regulations governing or relating to any portion of this work are f. Routing of control wiring and locations of all splice boxes. B. A copy of the Guarantee form shall be included in the procedures prior to start of construction. Submit shop drawing for approval. public and shall be responsible for any damages or injury due to his act. hereby incorporated into and made a part of these Specifications, and their g. Quick coupling valves. operations and maintenance manual. B.Water Supply: provisions shall be carried out by the Contractor. Anything contained in h. Stub-outs for future connections. I.Check Valves: 1.The irrigation system shall be connected to water supply point(s)of F. CHANGES ON THE WORK: The Ci Inspector may order changes these S Specifications shall not be construed to conflict with an of the i. Other related equipment as directed by the City of Rancho Cucamonga. 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze connection as indicated on the Drawings. City specto YPe Y C. The guarantee form shall be re-typed onto the Contractor's construction with replaceable composition,neoprene,or rubber disc and shall 2.Connections shall be made at the approximate locations shown on the in the work and the contract sum being adjusted accordingly. All such above rules, regulations,or requirements of the same. However,when letterhead and shall contain the following information: �iO location(s)g meet or exceed Federal Specification WW-V--51D,Class A,Type IV. Drawings. The Contractor is responsible for minor changes caused actual orders and adjustments plus claims by the Contractor for extras must be these Specifications and Drawings call for or describe materials, 5.On or before the date of the final field observation,the Contractor shall gPo g by made in writingbefore executing the work involved. workmanship, or construction of a better quality, higher standard or deliver the corrected and completed sepias to the City of Rancho Cucamonga. t Anti-drain valves shall te of heavy duty virgin PVC construction with F.I.P. site conditions. 8 P� q ty� 8h � GUARANTEE FOR IRRIGATION SYSTEM thread inlet and outlet. Internal parts shall be stainless steel and neoprene. larger size than is required by the above rules and regulations, the Delivery of the sepias will not relieve the Contractor of the responsibility of Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of C.Electrical Supply: G. CORRECTION OF WORK: The Contractor shall re-execute any provisions of these Specifications and Drawings shall take precedence.. furnishing required information that may be omitted from the prints. We hereby guarantee that the irrigation system we have furnished head. Anti-drain valve shall be similar to the Valcon"ADV"or approved 1.Electrical connections for any and all automatic controllers shall be made to work that fails to conform to the requirements of the contract and shall and installed is free from defects in materials and workmanship, equal• electrical point(s)of connection as indicated on the Drawings. remedy defects due to faulty materials or worlananship upon written D. Explanation of Drawings: C.Controller Charts: and the work has been completed in accordance with the Drawings 2.Connections shall be made at the approximate location(s)shown on the notice from the Ci Inspector for period of one hundred-eighty 180 J.Control Wiring: Drawings. The Contractor is responsible for minor changes cause actual City P� ghtY( ) and Specifications,ordinary wear and tear,unusual abuse,or g ''�° 1iY days from the date of completion of the contract. 1. Due to the Scale of the Drawings, it is not possible to indicate all 1.As-builts drawings shall be approved by the City of Rancho Cucamonga neglect excepted. We agree to repair or replace any defects in 1.Except as noted otherwise,connections between the automatic controllers and site conditions. offsets, fitting, sleeves, etc., which may be required. The Contractor shall before controller charts are prepared. the electric control valves shall be made with direct burial copper wire AWG- H. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After carefully investigate the structural and finished conditions affecting all of material or workmanship which may develop during the period of U.F.600 volt. Control wiring installed in control wire conduit within structure 3.03 INSTALLATION one year from date of acceptance and also to air or lace an reviewing the drawings thououghly it is the Contractor's responsibility to his work and plan his work accordingly, furnished such fittings, etc., as 2. Provide one controller chart for each controller sequence. Y ep y shall be made with AWG-TW solid copper wire. Pilot wires shall be a A. Trenching: damage resulting from the repairing or replacing of such defects at different color wire for each automatic controller. Common wires shall be 1.Dig trenches straight and support pipe continuously on bottom of trench. Lay clarify with the City Inspector any questions the Contractor may have may be required to meet such conditions. Drawings are generally no additional costs to the City. We shall make such repairs or white with a different color stripe for each automatic controller. Install in pipe to an even grade. Trenching excavation shall follow layout indicated on regarding the method of construction, quantities or quality of materials diagrammatic and indicative of the work to be installed. The work shall be 3. The chart shall show the area controlled by the automatic controller and shall replacements within a reasonable time, as determined by the City, accordance with valve manufacturees specifications and wire chart. In no case the Drawings and as noted. included or called out. If the Contractor can not contact the City Inspector, installed in such a manner as to avoid conflicts between the irrigation be the maximum size which the controller door will allow. after receipt of written notice. In the event of our failure to make shall wire size be less than#14. 2.Provide for a minimum of twenty-four(24)inches cover for all irrigation lines the Contractor must qualify his bid or accept the interpretation of the City system,planting and architectural features. such repairs or replacements within a reasonable time after receipt 2.Wiring shall occupy the same trench and shall be installed along the same installed under paving or hardscaping. Inspector on the questionable areas as they develop during construction. 4. The chart is to be a reduced drawing of the actual installed system. However, of written notice from the City, we authorize the City to proceed to route as pressure supply or lateral lines wherever possible. 3. Provide for a minimum of twenty-four(24)inches cover for all pressure 2. All work called for on the Drawings by notes or details shall be in the event the controller sequence is not legible when the drawing is reduced, have said repairs or replacements made at our expense and we will 3.Where more than one(1)wire is placed in a trench,the wiring shall be taped meet supply lines of three(3)inches or larger in diameter. together at intervals of fifteen 1 1. SAMPLES: The City Inspector reserves the right to take and analyze fiunished and installed whether or not specifically mentioned in the it shall be enlarged to a size that will be readable when reduced. g ( 5)feet. 4. Provide for a minimum of eighteen(18)inches cover for all pressure supply pay the costs and charges therefore upon demand. 4. An expansion curl shall be provided within three 3 feet of each wire lines of two and one half 21/:" samples of materials for conformity to specifications at any time. The specifications. PROJECT: P �° ( ) ( )inches or smaller Contractor shall furnish samples upon request by the City Inspector. 5. The chart shall be a black line or blueline ozalid print and a different color connection. Expansion curl shall be of sufficient length at each splice 5. Provide for a minimum of twelve(12)inches for all non-pressure lines. Rejected materials shall be immediately removed from the site and 3. The Contractor shall not willfully install the irrigation system as shown shall be used to indicate the area of coverage for each station. connection at each electric control valve,so that in case of repair,the valve 6. Provide for a minimum cover of eighteen(18)inches for all control wiring. g LOCATION: bonnet may be brought to the surface without disconnecting the control wires. 7.Refer to City Standard 120"Trench Repair"when within City streets replaced at the Contractor's expense. The cost of testing materials not on the Drawings when it is obvious in the field that obstructions, grade Control wires shall be laid loosely in trench without stress or stretching wire susceptible to traffic loads. meeting specifications shall be paid by the Contractor. differences, or discrepancies in area dimensions exist that might not have 6. When completed and approved,the chart shall be hermetically sealed between SIGNED: conductors• been considered in engineering. Such obstructions or differences should two pieces of plastic,each piece being a minimum 20 mils. 5.All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, B.Backfilling: J. PRE-CONSTRUCTION CONFERENCE: Schedule a pre-construction be brought to the attention of the City of Rancho Cucamonga. In the event ADDRESSED: Rainbird Snap-Tile wire connectors.,or approved equal. Make only one splice 1.The trenches shall not be backfilled until all required tests are performed.Trenches shall be meeting with the City Inspector at least seven(7)days before beginning this notification isnot performed, the Contractor shall assume full 7.These charts shall be completed and approved prior to the final field with each connector sealing pack. carefully backfilled with the excavated materials approved for backfilling,consisting of earth, work. The purpose of this conference is to review any questions the responsibility for any revision necessary. observation of the irrigation stem. 6.Field splices between the automatic controller and electric control valves will loam,sandy clay,sand, or other approved materials,free from large clods of earth or stones. ga Y PHONE: DATE OF ACCEPTANCE: not be allowed without or approval of the Ci of Rancho Cucamonga.Contractor may have regarding the work, administrative procedures during pri aPP City Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent construction andect work schedule. 1.03 SUBMITTALS undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips,sunken Prof D.Operation and Maintenance Manuals: K. Automatic Controller. areas,humps or other surface irregularities. 2. A fine granular material backfill will be initially PART 2 - PRODUCTS 1.Automatic controller(s)shall be of size and type shown on the Drawings. placed on all lines.No foreign matter larger than one- half(2)inch in size will be permitted in the A. Material list: 1.Prepare and deliver to the City of Rancho Cucamonga within ten calendar 2.01 MATERIALS 2.Final location of automatic controller(s)shall be approved by the City of initial backfill. days prior to completion of construction,two hard-cover,three ring binders A. General: Use only new materials of brands and types noted on Rancho Cucamonga. 3.Flooding of trenches will be allowed only with approval of the City of Rancho Cucamonga 1. The Contractor shall furnish the articles, equipment,materials,or containing the following information: drawings, specified herein,or approved equals. 3.Unless otherwise noted on the Drawings,the 120 volt electrical power to each 4.If settlement occurs and subsequent adjustments in pipe,valves,sprinkler heads,lawn, processes specified by name in the Drawings and Specifications. No B. PVC Pressure Main Line Pipe and Fittings: automatic controller location is to be furnished by others. The final electrical planting,or other construction are necessary,the Contractor shall make all required adjustments substitution will be allowed without prior written approval by the City of a. Index sheet which states Contractor's name,address,and telephone number, 1. Pressure main line piping for sizes 2" and larger shall be PVC hook-up shall be the responsibility of the Contractor. without cost to the City. Rancho Cucamonga. and which lists each installed equipment and material item including names and Class 315. addresses of manufactures local representatives. 2. Class 315 pipe shall be made from an NSF approved Type 1, L.Electric Control Valves: C.Trenching and Backfill Under Paving: 2. Complete material list shall be submitted prior to performing any b.easesand arts sheets al eve material and equipment item installed Grade PVC compound conforming be main to ASTM resins specification 1.All electric control valves shall be the same size and type shown on the 1.Trenches located under areas where paving,asphaltic concrete,or concrete will work. Catalog P eq Pm mP g P Drawings. be installed,shall be backfilled with sand(a layer four(4)inches below the Material list shall include the manufacturer, model number, and under this Contract. D1784. All pipe must meet requirements asset forth in Federal 2.All electric control valves shall have a manual flow adjustment. pipe and six (6)inches above the pipe)and compacted in layers to 95 % description of all materials and equipment to be used. Although c.Guarantee statement. Specification PS-22-70, with an appropriate standard dimension 3.Provide and install one control valve box for each electric control valve. compaction,using manual or mechanical tamping devices. Trenches for manufacturer and other information may be different, the following is a d.Complete operating and maintenance instructions on all major (S.D.R.) (Solvent-weld Pipe). piping shall be compacted to equal the compaction of the existing adjacent equipment. 3. Pressure main line piping for sizes 1-1/2" and smaller shall be M.Control Valve Boxes: undisturbed soil and shall be left in a firm unyielding condition. All trenches guide to proper submittal format: PVC Schedule 40 with solvent welded joints. NOTE: Use purple covers/boxes with appropriate warnings for reclaimed systems. shall be left flush with the adjoining grade. The Contractor shall set in place, 2. In addition to the above mentioned maintenance manuals,provide the City's 4. Schedule 40 pipe shall be made from NSF approved Type 1, 1.Use 10"x 10-3/4"round box for all gate valves. Carson Industries#910-12B cap and pressure test all piping under paving prior to the paving work. Item No. Description Manufacturer Model No. maintenance personnel with instructions for major equipment and show evidence Grade 1 PVC compound conforming to ASTM resin specification with green bolt-down cover or approved equal. Extension sleeve shall be PVC 2.Generally,piping under existing walks is done by jacking,boring,or hydraulic with minimum size of six 6 inches. in writing to the City of Rancho Cucamonga at the conclusion of the D 1785. All pipe must meet requirements as set forth in Federal ( ) driving,but where any cutting or breaking of sidewalks and/or concrete is 1 Backflow Preventer Febco 825-Y-BV 2.Use 9-1/2"x 16"x I V rectangular box for all electric control valves. Carson necessary,it shall be done and replaced by the Contractor as a part of the project that this service has been rendered. Specification PS-21-70. Industries# 1419-12B with en bolt-down cover or 2 Automatic Controller Calsense ET1-24-DR 5PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF 3 � approved equal. Contract cost. Permission to cut or break sidewalks and/or concrete shall be 3 Master Valve Superior 3100 RCV . so .Use 6"diameter x 8-3/4"deep round plastic valve box for all quick coupling obtained from the City of Rancho Cucamonga. No hydraulic driving will be 4 Etc. Etc. Etc. E.Equipment to be Furnished: approved conforming to ASTM test procedure D2466. valves. Carson Industries#608-12 with green flex-lock cover or approved permitted under concrete paving. 6. Solvent cement and primer for PVC solvent-weld pipe and equal. 3.Refer to City Standard 120"Trench Repair"when within City streets Irrigation submittal must be specific and complete. All items must by 1. Supply as a part of this contract the following tools: fittings shall be of type and installation methods prescribed by the 4.Use 9-1/2"x 16"x 11" rectangular box for all electric control valves installed susceptible to traffic loads. listed and should include solvent,primer, wire,connectors, valve, boxes, manufacturer. within on-grade landscaped areas. Carson Industries# 1419-12B with green a.Two(2)sets of special tools required for removing,disassembling and 7. All PVC pipe must bear the following markings: bolt-down cover or approved equal. etc. No copies of manufacturer's literature (catalog cuts)are required as 5.Use 10"x 10-1/4"round box for all quick coupling valves installed within on- submittal information. adjusting each type of sprinkler and valve supplied on this project. a. Manufacturer's name structure landscaped areas. Carson Industries No.coupling valves with green bolt- b. Two(2)four-foot valve keys for operation of gate valves. b. Nominal pipe size down cover or approved equal. 3. Equipment or materials installed or furnished without prior approval c.Two(2)keys for each automatic controller. c. Schedule or class of the City of Rancho Cucamonga may be rejected and the Contractor may d.One(1)quick coupler key and matching hose swivel for every five(5) d. Pressure rating in P.S.I. N. Sprinkler Heads: be required to remove such materials from the site at his own expense. or fraction thereof of each type of quick coupling valve installed. e. NSF(National Sanitation Foundation)approval 1.All sprinkler heads shall be of the same size,type,and deliver the same rate of DESCRIPTION OF REVISION DATEtxry f. Date of extrusion precipitation with the diameter(or radius)of throw,pressure,and discharge as IM*lgVEDe 4. Approval of any item, alternative or substitute indicates only that the 2.The above mentioned equipment shall be turned over to the City at the 8. All fittings shall bear the manufacturer's name or trademark, shown on the Drawings and/or specified in these special provisions. product or products apparently meet the requirements of the Drawings and conclusion of the project. Before final observation can occur,evidence that material designation, size, applicable I.P.S. schedule and NSF seal 2. Spray heads shall have a screw adjustment. CITY OF RANCHO C U CAM 0 N GA Specifications on the basis of the information or samples submitted. the City has received material must be shown to the City of Rancho of approval. 3.Riser units shall be fabricated in accordance with the details shown on the Cucamonga. C. PVC Non-Pressure Lateral Line Piping: drawings. 5. Manufacturer's warranties shall not relieve the Contractor of his 1. Non-pressure buried lateral line piping shall be PVC in the sprinkler body.4.Riser nipples for all sprinkler heads shall be the same size as the riser opening GENERAL CONDITIONS AND liability under the guarantee. Such warranties shall only supplement the 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING Schedule 40 with solvent-weld joints when installed in planting 5. All sprinkler heads of the same type shall be the same manufacturer. IRRIGATION SPECIFICATIONS guarantee. areas. �Nt>SCAPF A.Handling of PVC pipe and fittings: The Contractor is cautioned to exercise 2. Non-pressure lateral line piping installed Lander paved areas O. Slaving: FOR LIVID ANNEXATION ��, B. RECORD DRAWINGS: care in handling,loading,unloading,and storing PVC pipe and fittings. All PVC shall be PVC Schedule 40 with solvent welded joints. 1. Sleeving under hardscape or paved areas for mainline,lateral lines or control �� M. WI T" y�' i shall be transported in a vehicle which allows the len of i to lie flat so 3. Pi shall be made from NSF approved, T I Grade II wiring shall be Schedule 40 P.V.C.or approved equal. VICTORIA ARBORS TRACT 16314 Jc, � 1 s o �� pipe P length P�Pe Pe YPe 1. The Contractor shall provide and keep up-to-date a complete record as not to subject it to under bending or a concentrated external load at any point. PVC compound conforming to ASTM resin specification D 1784. set of blueline ozalid prints which shall be corrected daily, showing every Any section of pipe that has been dented or damaged will be discarded,and if All pipe must meet requirements set forth in Federal Specification P. Vandal Resistant Controller Enclosure: re change from the original Drawings and Specifications and the exact installed,shall be replaced with new piping. PS-22-70 with an appropriate standard dimension ran1.Controller enclosure shall be of size and type shown on the Irrigation o. APPROVED 8Y: DATE: _- installed locations, sizes, and kinds of equipment. Prints for this purpose 4. Except as noted in paragraphs 1, 2, and 3 of this section Drawings and Irrigation Detail sheet. CITY p GINLM RCE: 24953 e w ate may be obtained from the City of Rancho Cucamonga at cost. This set of (2.01 B), all requirements for non-pressure lateral line pipe and DE" INMOMt►ENM srgT . ale I �\', drawings shall be kept on the site and shall be used only as a record set. fittings shall be the same as for solvent-weld pressure main line DN F OF CA\-\ pipe and fittings as set forth in section 2.0113 of the Specifications. Withers and S a n d g re n, Ltd. 10 DRW Landscape Architecture PAM • PN 3467 Ocean View Boulevard. Suite A L-8 of 9 Glendale, CA 91206 CHEOM Tel: (6ia) 236-3006 Fax: (ai8) 236-3066 t1tfmo r LW 09/09/2004 PROJECT SHT. NO. OF i B.Testing of Irrigation System: D. Assemblies: 1.The Contractor shall request the presence of the City of Rancho Cucamonga C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all Apply, spread, and rototill in all soil amendments as recommended to a depth of 6". Water 6.04 Responsibility and Coordination: 1. Routing of sprinkler irrigation lines as indicated on the Drawings is in writing at least 48 hours in advance of testing. temporary utilities such as water, electrical power and gas as required by him for the area thoroughly after rototilling is complete. Incorporate evenly into the top 4"to 6"the A. Landscape Contractor is responsible for the erection of all signs and barriers required diagrammatic. Install lines(and various assemblies)in such a manner as to 2.Test all pressure lines under hydrostatic pressure of 150 pounds per square construction of the project. Temporary services shall be coordinated with the City following for each 1,000 square feet of planting area: conform with the details in the Drawings. inch and prove watertight. and other contractors on the job site. to prevent intrusion into the treated areas and to notify the public. J 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its Note:Testing of pressure main lines shall occur prior to installation of the electric control valves. B.No material or methods shall affect the landscape planting or hydroseed germination. P P Y D. Survey,Reference Points,and Elevations: The Contractor is responsible for 200 lbs. of Gro-Power or approved equal. own outlet. 3.All piping under paved areas shall be tested under hydrostatic pressure of 150 No material or method shall render the job site unusable for more than 10 days from establishing all surveys reference points and elevations required by him and shown The above soil conditioning are minimal utilities only and should be used only for bidding 3. Install all assemblies specified herein in accordance with respective detail. In pounds per square inch and proven watertight prior to paving. g q y y g date of application. P 4. Sustain pressure in lines for not less than six(6)hours. If leaks develop, on plans for proper execution of site construction. purpose,because soil conditions may change drastically from the rime these specifications 6.05 Non-Selective Herbicides: absence of detail drawings or Specifications pertaining to specific items replace joints and repeat test until entire system is proven watertight. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours were developed to the time the actual soil conditioning take place. Therefore,the Contractor required to complete work,perform such work in accordance with best 5.All hydrostatic tests shall be made on in the presence of the General required b him for the construction of the project. All traffic barriers and Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended by IY • PiaY P%1 �Po�Y shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. by the Pest Control Advisor) standard practice with prior approval of City of Rancho Cucamonga. Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled detours shall conform to all conditions required by the City or governing authorities. These soil tests shall be conducted by an approved Agronomic soils testing laboratory 6.06 Selective Herbicides: 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and moisture until it has been observed,tested,and approved m writing. 1.05 Defective and Unauthorized Work: approved by the project Landscape Architect and City. Copies of the soil test to be provided before installation. Installation and solvent welding methods shall be as 6.Furnish necessary force pump and all other test equipment. All work which is determined b inspection to be defective in its construction or deficient in Selective pre-emergent herbicides compatible with seed mixtures(as recommended by the recommended b the t and fitting manufacturer. g system completed,perform coverage Y Pe during the Pre-construction job conference. Pest Control Advisor 7.When the irrigation stem is 1 orm a cov test in the ) Y P•Pe g any of the requirements of the plans and specifications, shall be remedied or removed, and 3.05 Finish Grading: 5. On PVC to metal connections, the Contractor shall work the metal presence of the City of Rancho Cucamonga to determine if the water coverage 6.07 Weed Eradication: replaced by the Contractor at his own expense in a manner acceptable to the Landscape After rototilling operations are complete, de areas to establish finish des for planting. connections first. Teflon tape or approved equal,shall be used on all threaded for planting areas is complete and adequate. Furnish all materials and perform g P P 81g P g If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the all work required to correct anyroad uacies of coveragedue to deviations Architect and City. All flow lines shall be maintained and proper tolerances shall be met after settlement at the PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure '�" � �°p J � � from the Drawings,or where the system has been willfully installed as 1•�Inspections: planting areas will require control prior to removal,spray these areas per Pest Control end of the project maintenance period. Advisor's recommendations. is all that is required. Where threaded PVC connections are required,use indicated on the Drawings when it is obviously inadequate,without bringing The Contractor shall arrange for inspections by notifying the Landscape Architect,City and Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade A. Prior to the installation of the irrigation system remove and clear all weeds and threaded PVC adapters into which the pipe may be solvent welded. this to the attention of the City of Rancho Cucamonga. This test shall be governing authorities, 24 hours prior to time of inspection,unless otherwise noted. change. deleterious materials from planting areas. accomplished before any ground cover is planted. Inspections shall be as listed below,but not necessarily in this order. Only the inspection 3.06 Coordination: ,� " Po P Ph Y pertaining to the project scope of work will apply: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a of 1 -2 E. Line Clearance: 8. Upon completion of each ase of work,the entire system shall be tested and �h 1. Domestic Potable Water Supply: All lines shall have a minimum clearance of six 6 adjusted to meet site requirements. Pew g PInJ Pe PP Y Weed abatement work shall be coordinated with the installation of the irrigation system below the surface of the soil. Physically remove all weeds from the site. PP Y� ( ) Rough Grading. rototilling and soil amendment work,and planting. (See Weed Abatement section). inches from each other and twelve (I 2)inches fiom lines of other trades,with the Drain Lines and Catch Basins. exception of the control wire sleeve(s)which shall be installed adjacent to sure ] 3.07 MAINTENANCE PART 7 -LANDSCAPE MAINTENANCE J supply A.The entire irrigation system shall be under full automatic operation for a period of Irrigations(main line pressure,coverage&system operations test). PART 4- TREES AND SHRUBS 7.01 Scope of Work: line. Parallel lines shall not be installed directly over one another. seven(7)days prior to any planting Soil Preparation and Finish Grading. 4.01 Scope of Work: Provide all materials, labor and equipment necessary for,or incidental to,performing all 2. Reclaimed Water Supply: B.The City of Rancho Cucamonga reserves the right to waive or shorten the operation Plant Material(delivery&placement). Provide all material,equipment,and labor necessary to install all trees and shrubs as shown maintenance requirements as reasonably implied or as delineated in the specifications Basic Separation Standards: (a)Parallel Construction: The horizontal distance between period. Substantial Completion Inspection(at completion of landscape improvements)- 7 on plans,as reasonably implied and as delineated in the specifications. assure domestic water and reclaimed water mains and sewer lines shall be at least 10 3.08 CLEAN-UP P y including,but not limited to the following: Pr Days. 4.02 Products Maintain all )ants and )anted areas. feet. (b)Perpendicular Construction(Crossing): Pressure water mains shall be at least Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be Final Inspection(after maintenance period)-7 days. A. Nomenclature -Plant names indicated on the drawings conform the"Standard Plant P P one foot above sanitary sewer and reclaimed water lines where these Imes must cross. removed from the site,all walks and paving shall be bloomed or washed down,and any The contractor shall arrange a Preconstruction job conference with the Landscape Architect Names" established by the American Joint Committee on Horticulture. Except for Keep planted areas free of weeds and debris. General Notes: a No joints shall be permitted within the 12"above the sewer or damage sustained on the work of others shall be repaired to its original condition. Prune trees and shrubs. ( ) pipe j PerII and City a minimum of seven(7)days prior to the beginning work. names covered therein,the established custom of the n is followed. reclaimed water line. It is the intent of these specifications that no joints shall occur below 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 1.07 Fertilized all plants and planted areas. J A. The Contractor shall a each tem in its for the Ci of Rancho 1.07 Guaranties: B. Condition- Plants shall be symmetrical,typical for variety and species,sound, the sewer or reclaimed water line where there is a perpendicular crossing. If that cannot be entirety City Irrigation. �� g Cucamonga at time of final observation. Any items deemed not acceptable by the A. Plant Materials: All trees, shrubs,ground cover;bedding plants and lawn shall be healthy,vigorous, free from plant disease,insect pests,or their eggs,and shall have Insecticide spraying. accomplished,the new pipeline shall be encased in concrete for the fill length where the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City guaranteed from date of final acceptance of landscape construction for periods as healthy,normal root systems, well-filling their container,buy not to the point of being 7.02 Fertilizers: pipe is below the sewer or reclaimed water line.Encasement shall be per City Standards. of Rancho Cucamonga. follows: root bound. Plants shall not be pruned at anytime,and in no case shall trees be A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro- b) B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City Trees 24"box& larger 1 year topped. All D.I.P. must have hot dip bituminous coating and all class 200 P.V.C.must meet DR-14 has received all accessories,charts,record drawings,and equipment as required before Trees 15 1. & smaller 1 year Power Controlled Release Nitrogen, as designated herein,or approved substitute as 8a Y C. Trees and shrubs shall be growing at a recognized nursery in accordance with good a AWWA C900 or equivalent. c This criteria does not apply for a reclaimed water line final site observation can occur. required by the Agronomic soils report. Available from Gro Power(909)393-3744. P CgII' ( ) PP Y Shrubs All sizes 120 days horticulture practices and shall be of the size and caliper normally associated with the B. Ammonium Sulfate: Granular form containing not less than 21 %nitrogen and 24% crossing another reclaimed water line. (d)The construction criteria apply to house laterals 3.10 SITE OBSERVATION SCHEDULE Ground Cover 120 days container size specified on plans. Removal of all tags, labels,nursery stakes and ties that cross above a pressure water main but not to those house laterals that cross below a Bedding Plant 120 days sulfur and shall be registered as an agricultural miner,with the State Department of A.The Contractor shall be responsible for notifying the City of Rancho Cucamonga in 8 Y from all plant material prohibited until the approval of the Landscape Architect or Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the pressure water main. advance for the following observation meetings,according to the time indicated: Lawn(sod) 120 days City, 1.Pre-Job Conference-7 Lawn seed 120 days from first mowing Agricultural Code. � (seed) Y g D. All plant material delivered to the site showing signs of damage or disease or is 7.03 General: F. Automatic Controller Assembly: 2.Pressure supply line installation-24 hours insufficient in size to carry out the intent of the planting plan will not accepted and will Maintenance shall start immediate) after landscape irrigation and lantin Install as per manufacturer's instructions. Remote control valves shall be connected to 3.Lateral line and sprinkler installation-24 hours Guarantees be after theproject ace tance b Ci and at the end of the 180-da Yplanting. 8th acceptance Y h' Y be replaced at Contractor's expense. Maintain all )ants and )anted areas on a continuous basis as the are installed Burin the controller in numerical sequence as shown on the Drawings. 4.Automatic controller installation-24 hours P P Y 8 qu 8s• maintenance period. Landscape Contractor shall replace and plant all materials which have E. Sizes of Plants - Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon, 5.Control wire installation-24 hours progress of the work, and continue to maintain them until final acceptance of total project. died within the time span stated above, at no cost and within 5 days from receiving written and 15-gallon)shall have been own in containers for at least one 1 year,but not G. Hi Voltage Wiring for Automatic Controller: 6.Pressure supply line and lateral line testing-48 hours g ) ( )Y Replace any dead or dying plants as directed by the Landscape Architect and City 8h g g notice from the Landscape Architect or City. If dead material isnot replaced and planted over two 2 ears. 1. 120 volt power connection to the automatic controller shall be provided the 7.Coverage test-48 hours ( )Y representative. �' 8.Final observation-7 days within the 5 day period,City may replace dead material with new material and charge the F. Substitutions- Substitutions for indicated plant material will be permitted provided Contractor. B.When observations have been conducted other than the Ci of Rancho Cucamonga, LandscapeContractor for all expenses incurred. A. Irrigation: Operate irrigation system on an established program to maintain all plants 2.All electrical work shall conform to local codes,ordinances,and union City �' PeII the substitute materials are approved in advance by the City,and are made at no and planted areas in a healthy condition. Irrigation system run-off shall be kept to a show evidence in writing of when and by whom these observations were made. B. Construction Materials: The contractor shall guarantee all workmanship and additional cost to the City. Except for authorized variations,all substitute plant minimum. Damage to irrigation system resulting from maintenance and equipment authorities having jurisdiction. C.No site observations will commence without"As-Built"record drawings. The materials for all site development,for a period of one year from date of final acceptance of materials shall conform to the requirements of these specifications. and/or maintenance personnel,shall be restored to its original condition at no cost to contractor shall not call for a site visit without"As-Built"record drawings,without project. G. Plants Not Approved-Plants not approved are to be removed from site immediately the Ci Failure of anart of the irrigation s stem shall be brought to the attention H. Remote Control Valves: completing previously noted corrections,or without preparing the system for said 1.08 Material and Labor Releases: City. y PY and replaced with suitable plants. The City reserves the right to reject entire lots of 1. Install where shown on the Drawings. Where grouped together,allow at least visit. of the City. No repairs other than emergency repairs shall be accomplished without 8ro P 8 Upon completion of the work,the Contractor shall present to the City,signed copies of all plants represented by defected samples. twelve(12)inches between adjacent valve boxes. Install each remote control labor and materials releases for all work performed under Site Development. written permission from the City. valve in a to valve box. CONCRETE SPECIFICATIONS P oPnl H. Stake all trees,as per details immediately after planting to prevent wind damage. B.Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at separate PART 1 GENERAL 1.09 Disposal and Clean-up: 1. Plant trees that are to be located in lawn or and cover areas after finish des are 1.01 Description Remove all waste materials(including excavated material classified as unacceptable soil intervals not to exceed 10 calendar days. pt� (' 8 � first established and allow at least 7 calendar days prior to installation of said lawns or The Contractor may elect to remove such concentrations of weeds manual) or an I. Flushing of System: For concrete information refer to the Standard Specifications for Public Works Construction material),trash and debris generated or encountered during the course of landscape ground cover to provide for thorough watering of trees. All planting holes shall be excavated Y Y Y 1.After all new sprinkler pipe lines and risers are in place and connected, all (Gran Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201,303, construction and legally dispose of it. During the course of the work,removes surplus approved herbicide program. 8 Y Po g � �P as defined on appropriate details. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program necessary diversion work has been completed,and prior to installation of and 400,as well as any other sections related to the installation,per and post installation of materials from the site and leave premises in a neat and clean condition. Clean up and 4.03 Soil Amendments: and as Control: become recess thereafter an approved method a pest control,to sprinkler heads, the control valves shall be opened and full head of water used concrete work,materials,labor,and clean-up. The Standard Specifications for Public Works remove all remainingdebris and surplus materials upon completion of work, leaving the y ado to flush out the system. Construction is available from: P po P 8 Soil amendments shall be as recommended in the Agronomic soils report keep all plants and planted areas free of insects and disease. Method shall be reviewed Y premises neat and clean. The site shall be cleaned upon the request of the inspector. 4.04 Trees Stakes: 2. Sprinkler heads shall be installed only after flushing of the system has been BI Building News by the City prior to any applications. Pest Control shall include Gopher control. 3055 Overland Avenue Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further D. Pruning: Prune all plants as designated and directed by Landscape Architect,at start accomplished to the complete satisfaction of the city of Rancho Cucamonga. Los Angeles,CA 90034 PART 2-EXECUTION information. of maintenance program and continue to prune plants as directed or as may become (310)202-7775 2.01 Protection: necessaryuntil the end of the maintenance J. Sprinkler Heads: 1.02 K all plant material delivered to site in a health condition for planting. Plants shall not �°�m' �� Keep P Y P 8 PART 5 -GROUND COVER AND BEDDING PLANTS Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to Furnish and install all concrete work complete as indicated on the drawings or as specified, be allowed to dry out. Bare root stock shall be separated and heeled-in,in most earth or other 5.01 Scope of Work: necessary to achieve and overall even appearance. Exterminate gophers and moles; be installed in this work shall be equivalent in all respects to those itemized. including,but not limited to the following: suitable material until planting. Balled and burlapped plants shall have root ball covered with Provide all materials and equipment and perform all work necessary for and incidental to 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. A.Furnish and set all reinforcing steel,bolts,and anchors. moist sawdust,wood chips or other suitable material until planting. repair damage. B. Install all items fired other trades which are to be cast into concrete. P P g installing all ground cover and bedding plants, as shown on plans,as reasonably implied,or In no case shall the spacing exceed the maximum recommended by the POS' �' delineated in the specifications. manufacturer. C.Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where 2.02 Installation: PART 8 -ACCEPTANCE OF PROJECT applicable. 5.02 Bedding Plants: 8.01 General: 1.03 Protection Detailed layout of plants within the planting areas shall be performed by Contractor and Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, 3.04 TEMPORARY REPAIRS Upon completion of installation, a maintenance period of a minimum of 180 days for all All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. approved by the Landscape Architect and City prior to planting. and of the species and variety shown on plans. landscaped areas is required prior to final acceptance of the work by the City. The The City reserves the right to make temporary repairs as necessary to keep the sprinkler Barricade shall be placed imediately after concrete finishing. Contractor shall fumish,place Soil excavated from planting holes shall be amended to backfill around trees and shrubs using 5.03 Ground Cover: system equipment in operating condition. The exercise of this right by the City shall not and remove all of his own barricades. Contractor shall be responsible for any damage to new the following mixture: Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be Commencement date for the maintenance period shall commence upon written approval for all relieve the Contractor of his responsibilities under the terns of the guarantee as herein construction and replacement or repair of the work shall be made without added cost to the Native On-Site Soil with rock no greater than 3" in diameter P phases of planting installation by the City Public Works Inspector. Maintenance period shall be Bre established and well rooted in flats or similar containers. specified. city. Gro Power Plus 5-3-1 15 lbs/cy 5.04 Mulch: 1.04 Clean-up adequate to verify plant characteristics and establishment.Iron Sulfate 2 lbs/cy Mulch: Shall be of compacted wooc d d fib 3.05 EXISTING TREES Upon completion of all concrete work and before final acceptance,the Contractor shall fiber. A. Two inspections shall be made that affect the establishment period: The first after all plantings have been completely installed in order to approve the beginning of the remove all tools,surplus materials,apparatus,debris,etc. from the site and the site shall be (To be used for bidding purposes only,verify with Agronomic Soils Test.) 5.05 Coordination: establishment period,and the second at the end of the establishment period. If Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all P peri left in a clean,neat condition le to the Ci After backfilling, construct a 3 earthen berm to form watering basin around each plant,to A. Do not have lants delivered to the ob site until site conditions are read for lantin . b City. P J Y planting. lantin s are not acceptable at the end of the 180 da due to defective possible care to avoid injury to trees and tree roots. Excavation in areas where two(2)inch allow thoroughwater-in and establishment. P g Y °d' If planting is delayed,keep plant roots moist and place in a sheltered location maintenance,then continue establishment until all work meets with the Specifications and larger roots occur shall be done by hand. All roots two(2)inches and larger in diameter, PLANTING SPECIFICATIONS Prior to installation of turf and ground cover,remove water basins from around trees and protected from the sun, wind and other damaging elements. and can be approved. except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily PART I -GENERAL shrubs. Berms in turf areas to be removed prior to City acceptance. B. Soil preparation and fine grading shall be completed and trees and shrubs installed wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is 1.01 Scope of Work: prior to bedding plants and ground cover planting. B. At termination of establishment period all plant material shall be live,healthy, run close to trees having roots smaller than two(2)inches in diameter,the wall of the trench Contractor shall provide all materials,labor and equipment incidental to and necessary for PART 3 - SOIL PREPARATION AND FINISH GRADING undamaged,and free of infestation. Inferior plantings shall be replaced and brought completing all work,as indicated on the drawings,as reasonably implied, 5.06 Installation: adjacent to the tree shall be hand trimmed,making clean cuts through. Roots one(1)inch P B 8s, y imp 'ed,oras delineated in 3.01 Scope of Work: to a satisfactory condition before final acceptance of work will be made. All areas the Specifications as follows. P Plant ground cover and bedding plants in moist soil and space as indicated on plans. and larger in diameter shall be painted with two coats of Tree Seal,or equal. Trenches A. Provide all materials and equipment, and orm all work necessary for and shall be neatly raked and free of weeds. 1.02 Standards: P� aI'Y Each plant shall be planted with its proportionate amount of soil so as to minimize root adjacent to tree should tr closed within twenty-four(24)hours;and where this is not All work and materials shall comply with governing codes,safety orders,standards,and incidental to the soil preparation and finish grading of all planting and lawn areas as disturbance. Soil moisture shall be such that soil does not crumble when removing plants possible,the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. dations,and meet the minimum requirements of the Standard Specifications For Public shown on plans,as reasonably implied,or as delineated in the specifications. from container. Works Construction(Green Book)latest edition. B. Furnishing, placement and grading,of topsoil for backfilling of planters if required. Regrade planter areas after planting,to restore smooth finish grade and to insure proper 3.06 FIELD QUALITY CONTROL 1.03 Quality Assurance: C. Cleaning and finish grading of planters areas and planting areas. surface drainage. A 4" layer of mulch material shall be spread over the entire planter area Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all possible A.All Contractors performing Site Development work,must be licensed in accordance 3.02 Topsoil: after grade is established. Watering shall begin immediately after mulching.(Grading shall care to avoid injury to trees and tree roots. excavation in areas where two(2)inch and larger with the laws of the State of California A. Existing on-site soils listed as'acceptable'under'Site Grading' specification. accommodate the mulch) roots occur shall be done b hand.All roots two 2 inches and larger in diameter,except B.Contractor shall provide the Landscape Architect and the City with a list of Y ( ) aI'8 � B. Topsoil imported to site for use as fill,backfill in planters and mounding, shall be 5.07 Protection: direct) m the path of a or conduit,shall be tunneled under and shall be heavily wrapped with Subcontractors and Material Suppliers expected to be employed during the course of ° Y P PIP Y PP sandy textured. Silt plus clay content of this soil shall be no greater than 15 /o by Erect temporary fencing or barriers to protect )anted areas from damage prior to final construction. P I•arY g Pr P g Pri burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees weight. The boron content of this soil shall be no greater than 1 art million as ptY having roots smaller than two(2)inches in diameter,the wall of the trench adjacent to the tree C.Contractor shall obtain and keep in force Public Liability and Property Damage g!I l3re P Pa acceptance. DESCRIPTION OF REMSION DATE IIfR11011EDe Insurance,during entire course of the Construction Contract. The amount of measured on the saturation extract. The sodium absorption ratio(SAR)shall not shall be hand trimmed, making clean cuts through. Roots one(1)inch and larger in diameter insurance shall be determined by City. exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, PART 6-WEED ABATEMENT CITY 0 F RANCHO C U CAM 0 N GA shall be painted with two coats of Tree Seal or equal. Trenches adjacent to tree should be closed D.Prior to start of site development work,the Contractor shall notify the Landscape samples of the imported soil shall be submitted to an agronomic soils testing 6.01 Scope of Work: within twenty-four(24)hours; and where this is not possible,the side of the trenchadjacent to Architect and City to give starting and Completion dates. Contractor shall also supply laboratory, approved by the project Landscape Architect for analysis prior to use. Provide all material, equipment, and labor necessary to perform all work as indicated on ff the tree shall be kept shaded with a burlap or canvas. the Landscape Architect and City with the name and telephone number of the person Result of testing to be delivered to City for approval. Soil test to include analysis and plans, as reasonably implied, and as delineated in the specifications. IRRIGATION AND PLANTING in charge of the work. recommendations. 6.02 Quality Assurance: A. Adjustment of the System: 1.04 Responsibilities and Coordination: J Y 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed b the State of SPECIFICATIONS 1. The Contractor shall flush and adjust all sprinkler heads for mum A.Permits: The Contractor shall obtain and pay for all permits and inspections required PP Y J ° by governing authorities for the work to be performed. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report California as a Pest Control Operator and a Pest Control Advisor in addition to any performance and to prevent overspray onto walks,roadways,and buildings as B.Existing Conditions: The Contractor shall verify all conditions and dimensions shown furnished by the Contractor. subcontractor licenses that are required much as possible. on the plans at the site or to commencement of work under this contract. The 3.04 Soil Preparation: FOR LIVID ANNEXATION P prior �Y �P B. All materials and methods must conform to Federal, State, and Local Regulations. 2. If it is determined that adjustments in the irrigation equipment will provide Contractor shall verify the location and depth of all underground utilities prior to start All work on irrigation system shall be complete and inspected for recommended approval and 6.03 Submittal: VICTORIA ARB0RS TRACT 16 314 proper and more adequate coverage,the Contractor shall make such of work. fine grading completed prior to rototilling and prior to soil amendment work. Prior to the installation of any weed control materials,the Landscape Contractor shall submit to adjustments prior to planting. Adjustments may also include changes in ° pFq,� After rough grades have been estabalished,prepare all lawn and planting areas by tilling or the Landscape Architect/City a list of the weed control materials and quantities per acre intended nozzle sizes and degrees of arc as required. - "'. WIT"F�s y� cross ripping to a depth of 12". All rock and debris more than 2"in diameter shall be removed Nom: RCE 249'53 3. Lowering raised sprinkler heads the Contractor shall be accomplished J '�ao �+„ � g � �� for use in controlling the weed types prevalent and expected on the site,as supplied by the PestCITY 8 Pr by P from the site except for areas that are to be sodded in which all rock and debris more than 1 Control Advisor. Pest Control Advisor shall famish the Landscape Contractor and Landscape within ten(10)days after notification by the City. & in diameter shall be removed. Architect and City data to demonstrate the compatibility of the weed control materials and + 4. All sprinkler heads shall be set perpendicular to finished grades unless re methods with the intended planting and seed varieties present. DN otherwise designated on the Drawings. * * W I th a rs and Sa n d g re n, Ltd. 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so Landscape Architecture PAGE that each lateral operates at design pressure. s t DN, PN L-9 of 9 3467 Ocean View Boulevard, Sulu A 208 T�T� OF C'P'S, � Gym Tel: (818) 236 3006 CFax:1(8 s) 236-3066 LIQ "M Lw 09/09/2004 01-L- M IL PROJECT SHT. NO. OF i