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HomeMy WebLinkAbout1703-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANSI - 10 HIGHLAND AVENUE PARKWAY LANDSCAPE MAINTENANCE DISTRICT RYLAND 14 MES FROM MULBERRY AVENUE TO ETIWANDA STORM DRAIN S/S OF HIGHLAND AVENUE 15373 INNOVATION TR. NO. 15798 SAN DIEGO., CA 92128 LANDSCAPE MAINTENANCE DISTRICT NO, 8 TEL. (714) 556-4663 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L-1 TITLE SHEET i 2. N ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3, ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L_2 IRRIGATION PLAN 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. FUTURE ROUTE 210 EXCAVATION — 5 1—H800-227-2600CECK FOR NTWO WORKING�DAYS PRIOR TOOCONSTRUCTION.ORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-3 IRRIGATION DETAILS HIGHLAND AVE. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL CATALPA RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L_4 PLANTING PLAN ST. SMOKESTONE /4�/ 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS ST. HAVE BEEN APPROVED BY THE CITY ENGINEER. STORMDRAIN PROJECT 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL WAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOTT —5 PLANTING DETAILS $(� STREET WIDE FLAT AREA AT THE TOE OF SLOPE. L 9. UPON COMPLETION OF INSTALLATION, N ESTABLISHMENT PERIOD SWILL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, N 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 L-6 PLANTING AND IRRIGATION SPECIFICATIONS O� 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 REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. BASELINE ROAD 10• APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L-7 PLANTING AND IRRIGATION SPECIFICATIONS 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. 12• CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L-8 PLANTING AND IRRIGATION SPECIFICATIONS • BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6- DEEP CONCRETE HEADERS BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8- WIDE X 6- DEEP CONCRETE HEADERS « BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6- DEEP CONCRETE HEADERS « BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6- DEEP CONCRETE HEADERS L-9 PLANTING AND IRRIGATION SPECIFICATIONS N.T.S. 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP ,4. PURL#CLPNIACCORDANCE WITH CITY STANDARD PLANS—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS PRIOR TO THE COMMENCEMENT OF ANY PLANTING, N AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT: PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. SJA LMD AREA 23436 MADERO, SUITE 250 HIGI ,q�AIv[I MISSION VIEJO, CA 92691 E PHONE: 949.837.5519 FACSIMILE: 949.837.4992 I CIVIL ENGINEER: ALBERT WEBB ASSOCIATES 3788 McCRAY STREET RIVERSIDE, CA 92506 JO ANC URTL=ms; PHONE: 909.686.1070 t LANDSCAPE QUANTITIES �C , C ASI O a p NON-TURF . . 6 Q 630 S . FT. z � d TURF , . . . . . . . . . . . . . . . . . . . . . . . . 0 SQ. FT. JE EM CO T HARDSCAPE (COBBLE) , . . . . . . . 0 0 0 . 2,181 SQ. FT. �/ DESCRIPTION OF REVISION DATE , cay D: SIDEWALK 3,159 SQ. FT. r' � SSIDEWALK �(EXCEEDING 4'• WIDE � � � � 1570 S . FT. CITY OF RANCHO CUCAMONGA ) . . . . . . . , Q o 0 a 717LE SHEET z TOTAL , . . . . . . . . 0 1,540 SQ. FT. H HIGHLAND AVENUE PARKWAY LMD U > FROW MULBERRY TO E77WANDA STORM DRAIN SMOKETON STREET TOTAL ACRES . . . . . . . . . 0 * 00000000 0.31 ACRES TRACT NO. 15798 TOTAL HARDSCAPE . . . . . 0 0 0 0 0 0 0 . 3, 751 SQ. FT. ,DS �, APPROVED BYIl DATE Skip, ,� CITY ENGINEER R.C.E. O. 2495.3 i. RECOMM D Q;�z 3132 � �� DESIGN Madero, Suite 250 �n RJ Mission ViejoSJA , CA 92691 Phone: 949.837'.5519 N.T.S. IE DRAWN Facsimile: 949.837.4992 SHEE TOTAL STREET TREES (HIGHLAND AVE) * . 23 *,, 130&02 � DBR L- 1OF 9 LAG E R ST R O E M IA INDICA 'M U S KOG E E' - CRAPE MYRTLE '��' Op �A�,1��4{ CHECKED EXP. V30/02 R.L.A. NO. 3132 ORAW!'NG NO. JN DA TE.- MARCH 10, 2000 FILE NO. 703- T SHEET(JNO. 17 OF 2 r - �I PRESSURE REGULATOR TO SPRINKLER - ANGLE PIPE TO STAND ALONE CONTROLLER WITH ANTENNA REFER TO PLAN BACKFLOW PREVENTERSPECIFIED DEPTH WITH 45' ELLS STRONG BOX ENCLOSURE ASSEMBLY = SCH 40 PVC MALE ADAPTOR _ W► SSW - 30 - AL S SCH e0 PNC UNION •yy�P_ � ANTEPDXY ANTENNA TEN LOCATED - NIPPLE - TYPICAL �p�p�pp� (4) PLACES ° BRASS OR PVC APPLE CONNE OR EQl1AL OUTSIDE OF BOX. COAXIAL CABLE z NiSTALLATION/LOCATKNI ROUND PLASTIC VF- /71ALVE BOX dt ELECTRIC CONTROL VALVE PER CITY AND CALSENSE BLE I I = C OR EQUR,LRIG/►TKxN GATE• MARKED PLASM VALVE'IRRIGATION RW REPRESENTATIVE __ = MODEL NO. PER PLANS 'SNAP-T,TE' WATERPROOF APPLE F _ CALSENSE CONTROLLER (CARSON OR EQUAL) CONNECTOR OR EQUAL 4 fi FINISH GRADE ETCHED WITH C INSTALL CALSENSE INSTALL CONDULETTE RED EPDXY FILLED I Ir THICK X If WIDE a AND VALVE SEQUENCE TP 110 WITH DEEP WP 'J' BOX _ CONCRETE PAD (LENGTH VARIES z BLACK I PER SIZE/MANUFACTURER) ir MINI FINISH GIV0E OUTLET (GFgl PIC TAIL EXPANSION BRASS WYE STRAINER � 4 I I uo V -► IRRIGATION CONTROLLER LOOP IMNL24' LONG) WITH 80 MESH b SLOPE TO DRAIN AT MINIMUM CALSENSE HARNESS MONEL SCREEN I 2% VALVE - 1 1/2" OR SMALLER WITH PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL UNION FINISH GRADE STAINLESS STEEL HANDLE SIOEI K RESET TRANSIENT NPBOARD TRANSIENT WIRE CONNECTIONS PVC SLEEVE WEDGE -� OR LARGER WITH Z MOISTURE EQUAL) WITH PLASTIC INTEGRATED k REQUIRED FOR TE VALVE OPERATING NUT AS PER STD. .. . SENSOR LOCKIIO LID. PLACE AT GRADE IN DETAIL 520 k � k � ��i� ?�' A r• PIPE THROUGH COATED WHERE TURF AREAS AND S' ABOVE N �4 ;,f '"0r'� CONCRETE PAD REQUIRED FIELD WIRES PLANT BED. VALVE NIPPLE - TYPICAL 10 PIG TAIL EXPANSION PQ TAL MIEN) (2) PLACES D LOOP (MIN. 24' LONG) LOOP IMIV.2i LONGI 2.9 ANGIONx (COMIMAON) Z FROM WATER SOURC - '�'- BRASS ANGLE SCH 40 PVC MALE z u BLUE U11 "* REQUIRED AC� ADAPTOR 3, I s Flow C VALVE W/L*" WREs - ` ' =K= - - AM 3/4• WASHED ENCLOSURE MOUNT �a p:P CRUSHED AGGREGATE .so Z n•'o- a RED MASTER CONTROL METER �.k: :: •:,f: n, n� _oc BLACK VALVE �'? �- , .; LINE TO SYSTEMS ��'P 10 d'.oF ;o. NOTE& p ;a•:p'p 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CONCRETE THRUST BLOCK ELBOW i a'o o �'H 80 PVI' APPLE CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR OIAIETwI SANE PER CCWD STANDARDS TYPICAL (4) PLACES g CONTROL COMMON WIRES PRIOR TO CONSTRUCTION. SI On IGIO PIPE AND RELATED FITTINGS SHALL BE PER b DIAMETEII SAM SEE! CUCAMONGA COUNTY WATER DISTRICT STANDARDS. }` "o'0 2 CONTROL WIRE E OUENCE T CORRESPOND TO THE PLAN'S DESIGN AS FLOW 6TER Ike CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO SEQUENCE OF REMOTE CONTROL VALVES. CONSTRUCTION. 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH NOTES- BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 1. INSTALL PER LOCAL CODES. BRASS NIPPLE WIRE AT THE ENCLOSURE MNiMUM DISTANCE DOWNSTREAM OF 2. EQUIPMENT TO BE INSTALLED AT A MING" OF 24' FROM ANY 3/4' WASHED CRUSHED 4. COMNAON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR UNINTERRUPTED PPE OX DIAMETER STRUCTURES OR HARDSCAPING. AGGREGATE BASE SCH 40 PVC SXSXT TEE OF FLOW METER SIZE) 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) NOTES: PRESSURE SUPPLY LANE 6. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE MINIMUM DISTANCE UPSTREAM OF MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOS' CONTROL VALVES. UNINTERRUPTED PIPE 0OX DIAMETER 4. ORIENT UNIT PARALLEL TO STREET. 2. INSTALL CONTROL VALVES A MIN. OF 12 FROM STRUCTURES OR HARDSCAPM I. INSTALL CONTROL VALVES A MINIMUM OF If FROM STRUCTURES OR HARDSCAPING. OF FLOW METER SIZE) 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLAIT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. N. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 0 8. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE 80X. SYSTEM PRIOR TO ACCEPTANCE. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. n DISIMIAR METALS. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND PER T. ALL ELECTRICAL DEVICES SMALL BE GROUNDED PLOCAL OOOE. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER VALVE NUMBER WHEN MAINLINE IS 3' OR LARGER. VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA b CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA STANSM 'y' REDUCED PRESSURE n"""1°KM "" . VALVE "WARD KAIW "''"°"`D"' REMOTE CONTROL VALVE WITH �mum KANI " CONTROLLER ASSEMBLY srAIeARN PLAN s,~ FLOW METER INSTALLATION T W BACKFLOW PREVENTER 517 - 3' or smaller 518 SHUT-OFF VALVE & UNION 520 INSTALLATION - TYPE A 524 LU> - -516 ors�u ENGINEER DA UK WIN DrANRMw W001GATIM POR RlENO+roles o11N1511MCN O NI EER ON rrtN sr#A N a1ECN1ICA"M M PINING roles omw11111C l CM a+GNm DA INE[SERI sTAllalllo weanoml m no P110IIE WmDa amnuMiI 11N SWEET I W I a DIGDFIJt DA HwE wmI srANalw a;c�wTT11Ns roe PUIIIC rows ooNwlRueIN11N alar I W I � DA Iw[rRIIN DTAIONW rraswwrols P11!1IN10s roHII1D o11NN><TRIlerNON SWEET I W I � asst L W I ac� 4 aWEsr I W I 01-CL 24962 2,C STRONG BOX MODEL NO: sB-24SS/120V HI-POP SHRUB HEAD BODY SET TO SNAP-17W WATERPROOF CONNECTOR OR EQUAL 1/4' ABOVE FINISH GRADE EPDXY FILLED FINISH GRADE RAIN BIRD 33 DNP WITH PURPLE NOTE HARDSCAPING(SEE NOTE 4) RUBBER CAP - SUPPLY ONE KEY ENCLOSURE TO BE GROUNDED PER WIRE SERVICE LOOP OOP PER 12 QCV'S INCLUDING HOSE LOCAL CODE. GROUND ROD To BE BUNDLE ABOVE GRADE) SWIVELS. HARDSCAPING CONTROLLER III I= CONNTROLLEINSTALLED lt"s's c°J ON ENOUGH WIRE TO WIRE � SPLICE BOX COVER WITH - _ - ==] - PLANTISHER GRADE - INSTALL IN LOCKING TOP ETCHED •s.a• N 11 I I I=1 I I=1 I k II I II I=1 I �I I k ,'PLANTER �D ONLY 1�M � FINISH b "_-I _I-I -III=1 I F - I I I - GRADE AT GRADE IN LAWN AREAS - - �.;�}>.>y�.J.>� I I I I 3'-� x T-� x CONCRETE IN PLANTER BEDS - 1- - T - 1 -:!•�::•s..::�;�::•. _ MIN. I I I I FOOTING INSTALL A MINIMUM OF ABOVE GRADE AND SLOPE N tV I tV Z T ►,y. C //TOP TO DRAIN AT MINIMUM OF 21L =I I II III CLEAN BACKFILL - SEE FOR MATERIAL =I I II I CLEAN BACKFILL - SEESPECS _ I s. I s: �J �► �I I I WX COMP IRED 1=1 90% COMPACTION REQUIRED SCH 40 BRASS 9 ELL1 - I - - a �- FOR MATERIAL bma -I I I I I= N -11 11- I COMMON C40 PVA° L 'I �I NON-PRESSURE LATERAL UNE: IE PROVIDE ISr MIN. OF SAND j SCH 40 BRASS 9010 STREET ELL STAINLESS STEEL 12' X 1�' GREEN PLASTIC METER -III I I scH. 4o SNAKE PIPE IN =1 I B EDDING AND SHADDING SCH 40 o� NIPPLE - MIN MUM PLACES 120 T WNW )IN RIGIO L 90* SWEEP�) ELLBOX. CARSON OR EQUAL bTO POWER SIDE OF CABINET 1 _ PRESSURE SUPPLY LINE: -I I :':':':':'..........:.:.'.'.'.'.'.'.•......'.'.' I I=I I, �D SCH 80 PVC 9010 STREET ELL 12e LONG) S'TAKE SCM. 40/CL 315 SNAKE PIPE IN TRENCH - I-I I I AFILLED NT , ANTENM POUTSIDE OF ORT EPQonr CONTROL WIRE SLEEVE - PHOTO ELECTRIC F a SECURITY PER CfINSTALLATION/LOCATION �LOCATED I _ SIZE PER PLAN INSTALL �H 40 P� LIGHT PLANS.CONTROL AS REOINRED PER ® I PER CrtY AND CAL CERISE RQ'. _ I ADJACENT TO PRESSURE CONTROL WIRES - BUNDLE -III-I .'.'.'.'.•.•.•.'.•.'. .' '.'.'.'.'.'.'.'.. ,. III_ MANiIEX 1Gcr sTREET ELL 9Q STREET ELL AND TAPE AT 15' O.C. AND 1=1 I SUPPLY UNE �iiI II-II INSTALL ADJACENT TO . . . . . . 1i MARLEX STREET ELL . EI.EICTIIC METER PER !CE 11- PRESSURE SUPPLY UNE -III=I _ - - _ = TWIG PRESSURE LATERAL I I _ NON PRESSURE PRESSURE SUPPLY LINE LATERAL FITTING CALSENSE CONTROLLER MODEL NO III III I i I SLEEVE - SIZE E NON- LINE SCH PVC NIPPLE CONTROLLER PROVIDE 8' MIN. OF SANG IPER PL#M I ITS H I h DIAMETER OF PRESSURE TYPICAL (2) PLACES INSTALLATION STD. 24 VOLT WIRES. TAPED AND I- �' TIP. BEDDING AND SH ADDING -I I Ir TIP. SUPPLY UNE ANTI-DRAIN VALVE AS REQUIRED �� � [� TIMER REQUIRED PER BUNGLED AT 15 FT. INTERVALS PLANL FINISH NON-PRESSURE LATERAL NOTE GRADE V GROUND ROD 2 CU. FT. PEA GRAVELI I I I UNE SLEEVE - SIZE TWICE PRESSURE SUPPLY 1. LOCATE HEAD 2" TO C FROM WALKS, CURBS, HIARDSC/APING. MOW STRIPS, f 9CH 40 CONDUIT NOTES: DIAMETER OF NON-PRESSURE UNE FITTING AND EDGES OF LAWN. FOR SECURITY UGIT MIN I I I I NOTE: 1. ALL SLEEVES TO BE SCH 40 PNC. LATERAL UNE 2. USE TEFLON TAPE ON ALL MALE THREADS. wIRIING ry I IIA I 1� RE IN D 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 2. EXTEND ALL SLEEVES It BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. PRESSURE SUPPLY UNE 3. IISTAIl HEADS WITH INTERNAL CHECK VALVE AND PRESSURE ''N 2. PRESSURE SUPPLY LINE.- 2 1/7' AND SMALLER RAIL MIN. DEPTH 3 ROUTE SLEEVING AROUND HANDICAP RAMPS. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. ; �a ,;i� LOCAL r AND LARGER 24 MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 4. HEAD CONNECTION AT BOTTOM INLET ONLY. STD. NO. 120 (24' MIN. TO 31r MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA .i oprwo sY. iTAINMRI TLAII AWNMES Dr. fTAISIAw1 PLAN APPIIow Dw '° NY. "AfPIOrED Des CONTROLLER ENCLOSURE STAIIDMD KAN 24 VOLT SPLICE BOX 540 TYPICAL TRENCHING 532 TYPICAL SLEEVING PLAN 2 '�� QUICK COUPLING VALVE RITIii METAL TTwwARD MAN o - HI-POP SHRUB SPRAY � 3 PLAN ° STAKE - FOR NON-TURF AREAS 535 W 539 _ - TYPE A 522 ' DIWEfTIe E11os>� DA INE[WNW SFAMOM WECNIOMMM POR WWK 1011101!OaNNRIEI1OIlON LC �E DA IIlE IRAN sTAIeMNw W6MIGRwM 111!PIIwIe Wow{!0111w1RIIC7111N w Daum= SINE IIEE IRAN WAHI M�WNd111WRIM/EER"OEM 101110Q cows panoN w vl�t DA Iles:VIITN STAI IMIND WECIICAMNS 111!111NIIC 1011wa OmOIwI TACH asst I W I 'CITY EIIGLEOt DATE INK SRN STAIOAIIN 7/CdI1Ci►TIONII NOR INUIRM roR' CONSTRUC 11N SHEET I W I DA YIE x1111 AAIHBAW WH87�TOw 1M Fllwu 11ERRt am101101CIwM asst 1 W I ¢ Sssr I W I ¢CITY SWEET I W I ¢ asrr 1 W I ¢RC6 ErTy XERISCAPE ASSESSMENT SYSTEM SUMMARY IRRIGATION NOTES POINTS REFERENCE 1.NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL 6.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT LANDSCAPE[Point Value] CLAIMED (Sheet#/Ref.#) POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE RE-SPONSIBILITY FOR THE EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS ALL COSTS FOR TI IE INSTALLATION OF A NEW WATER METER. CONTACT TUIE REPAIR/RE-PLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER 1.Water conserving plants.[20] 20 L-2,L-4 CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. UNDERGROUND FACILITIES. PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL 2.Turf limited to 25%(45%residential).[201 20 L-2,L-4 BE BROUGHT TO THE ATTENTION OF THE CITY. DESCRIPTION OF REVISION DATE CITY 3. Plants grouped by watering need.[101 10 L-2, L•4 2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY 7.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR APPROVFI, 4. Hardscape(non-irrigated)surfaces.[101 10 L-2,L4 A PRESSURE REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-I2-DR-TP-1,TP-110 W/ANT-1 5. Permeable paving. [5] 0 L-2,L4 DEVICE, FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE. ALL THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE (DIGITAL RADIO)W/ANT-1 ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB) CITY OF RANCHO CUCAMONGA 6. Low-water turf varieties.[5] 0 L-2,L-4 EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND COMPENSATING NO'Z'ZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL 24SS/120 VOLT CONTROLLEWELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT 7. Mulch provided in non-ground cover areas.[5] 5 L-2,L-4 SPECIFICATIONS, MANUFACTURERS'RF,COMMI?NDATIONS AND LOCAL CODES. ACTUAL CONSTRUCTION. (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS 8. Soil amendments.[5[ 5 L-2,L-4 LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A RE-PRESENTATIVE OF AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN THE CITY. ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. IRRIGA TION DETAIL 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC..) ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF HIGHLAND AVENUE PARKWAY LMD Total Points Claimed: 3.BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SB) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT THE CITY. [Minimum Points Required: 60] 70 SBBC-30-AL ALUMINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL TO THE PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE STREET AND SCREENED WITII SHRUBS WHENEVER POSSIBLE. SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER 13.THF,CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS FROM MULBERRY TO E7IWANDA STORM DRAIN IRRIGATION [Point Value] HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL AND SHALL BE RESPONSIBLE,FOR THE POWER HOOK-UP FOR THE IRRIGATION TRACT NO. 15798 1. Low gallonage irrigation system.[20] 20 L-2,L-4 4.THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC. SHOWN WITHIN PAVED ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, 2. Automatic controller.[20] 20 L-2, L-4 AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING COORDINATED AND PAID FOR BY THE DEVELOPER. ON 3. Designed to water plants by watering needs.[10] 10 L-2,L-4 AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER 9. INSTALL ONE(1)SPARE ORANGE,WIRE,ALONG THE ENTIRE LENGTH OF THE MAINLINE 4. Soil moisture sensors.[10] 0 L-2, L-4 SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT, AND TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE `Q.NDSCApF APPROVED BY DATE 5. Rain sensors.151 5 L-2, L-4 ARCHITECTURAL FEATURES. ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. ti &L *1 '�P� CITY ENGINEER R.C.N� NO. 24953 6. Wind sensors. [5] 0 L-2, L-4 IRRIGATION WIRING. 3132 y� DESIGN -`34 36 Madero, Suite 250 RECOM N ED 7. Sensitive to slope factors.[5] 5 L-2,L-4 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE Mission Viejo, CA 92691 8. Reclaimed or recycled water.[5] 0 L-2,L-4 AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE 10.IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK "TOP OF TI TE SPRINKLER HEAD IS 1/4"ABOVE FINISITED GRADE. � --� Phone: 949.8375519r E5 REPORTED FOR DIRECTION IMMEDIA'T'ELY TO THE CITY. (TURF)AND 2 INCHES OF WATER PER WEEK(GROUNDCOVER/SHRUBS)APPLIED FOR 8S J A�* ' � DRAWN Fasimile: 949.837.4992 SHEET Total Points Claimed: HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M..ONLY 1/30/02 `� DBR L- 3 9 [Minimum Points Required: 601 60 ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. -'�� O�� OF OF C ALXF CHECKED EXF. 1/30/02 R.L.A. NO. 3132 DRAWING NO. JN DA TF: MARCH 10, 2000 FILE NO. - 17U3 -L PRaIECT SHEET NO. I I OFZ,5 N f �► 1 �. STOiMI GRAIN/UNG OUND "Dow NuAlm S10ANLEi ^ ^ 2. P�� SE PLUMS AND WUTILITIES I l l U ' TO PTREE REVAILING Wb ft re v W SIDEWALK n v W E *TOP 79 TO LIE PLACED At LAW v 7 L \ AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW MEAD ALLOW FOR WIND FLEXWG OF THE TREE. FT SPECIES GROWTH ONE HALF OF SPACING L J s BUT NOT SO LAW AS TO LASE SUPPORT UIITT OF PLANTER AREA REQU V REMENT OR ALLOW THE HEAD TO DROP. MOBN Tom TO BE PLACED (2) sETs GF aNL21 TIN'S v D MOW rBASDN.am TO FORA � CURB ANNE X 10• S' LOW AS ON THE * SSPP * * MIN MIN.\ \ TRUNKN T� I ' M TOP OF STIES BELOW > ACED ,C APAX ATTACH WITH v TOP OF ROCTMLL lO cam r NOT SO LOW AS TO HEAD OF TREE WHERE � �ANIZED��WS TO S TOP OF ROOTMLL TO 4' W000 CHIP MULCH. � � GROW ( ABOVE FNISII GRADE SUPPORT OR ALLOW SPECIES GROWTH HABIT PpsFl. Ir MATIN EXTEND r ABOVE ... \ NATIVE MACKFU WITH NO ROCKS THE HEAD TO DROP. IMV TRUNK FINISH GRAM GREATER TNN r DIAMETER 91sETs aF aNCH TIES SPACED 2t r DIA LODGE POLE PINE STAKES R ART, ATTACH WITH GALVMIQEDT� OF RDOIBOD ALL TO EX1D0 WITH WOPRESERVATNE STAN, P GE SCREWS TO LOOM POLES. 2' ABOVE FTNISM GRADE DRIVE A MN. OF Ir INTO UN- PLA f N1YWATERNO �N DISTURBED SOIL AND POSITION SIDEWALK r DIA LODGE POLE PRE STAKES STAKES OUTSIDE ROOTBALL QM I DRIVE S.L WITH WOOD PRESERVATIVE STAN, YRAOE r BERM TIGHTLY COMPACTED APPROACH UNDISTURBED UA�DSOSOIL RANOF D POSf�110N S L LOCATED A FORM SIDE OF STAKES OUTSIDE ROOT BALL. � �TED �� � �O CURB AND GUTTER ARBOR "MN TURF AREAS 40 ROOT SALL 5' S' 10 1 ' FRONT YARDS. ROOT BALL OT MIN. MIN. TOP OF R0078MI TO EXTEND r KOABOVE 01 _ FINISH GRADE ( STRUCTURE sq. TIGHTLY COMPACTED Y BEIM TO FORM NATIVE SACKFU WITH IL,1M PLANT�7� )BALL TUB � W�T a THE ROOT BALL CATCH � CATCH BASIN WATERING BASIN FOR RESIDENTIAL AND NO ROCKS GREATER TRANSFORMER VAULT. OUTSIDE GROs GROUND TNSTALLLAT� LOCATIN E E Tww r DIAMETER ROOT � Ipp ff AREAS ATO NL REMOVED PRIOR TO CRY TIMES H WI BE (2) n n P NOTES: /VDCEPTAIICE TIMES THE MADTN OFF // 1\ NOTE' THE ROOT BALI 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL �k 1. TREE SPACING SMALL CONFORM TO MANS APPROVED BY THE CITY ENGINEER • NATIVE GI WITH NO SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UHA NE.OF.SIGHT ROCKS GREATER TN PLANS: SITE LEGEND FOR SPACING REQUIREMENTS. CRITERA AS APPROVED BY TRAFFIC ENGINEER. OMs' INOISIUI�ED "am SOIL 3. AT ALL LOCAL RESIDENTAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE lot UNDISTURBEDNATIVESOIL2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR UR� NATIVE SOL. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. SWILL BE PLAITED AT ONE-HALF THE DESIGNATED SPACING 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND ROOT BALL _ FROM SUCH UMITS. SEE LEGEND FOR SPACING REQUIREMENTS. FAC4ED W. IN ADDITIONMOUNTAINLARA MLI FROM CENTER OF TREE TO ALL UTILITY ROCKS GREATER 71-M1 NO OIA ANGLE MONIED ROOTS BY LOOSENING Ml ROOTS AT EDGE NOTES:. UNTANGLE MATTED ROOTS BI' LOOSENING ALL ROOM AT EDGE 3. SPACING REQUIREMENTS SMALL GOVERN THE FIUL QUANTITIES OWNED WATER ! SEWER LATERAL LINES. . NOTES: OF ROOT BALL DO NOT CRACK ROOT BALL. OF ROOT BALL. DO NOT CRACK ROOF BALL IOF EGENLD ARE MATERIALS. ESTB�AATES ONLYQUANTITIES INDICATED ON THE 5TREES SMALL NOT BE LOCATED ON PROPERTY LIES. 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY TME 1. REMOVE NURSERY STAKES ENGINEERING DIVISION. NATIVE SOL UIOISIUI� ND D 2. STAKES TO BE PLUMB APAR LLEL 0 3, STAKE TREE PERPENDICUINL TO PREIMLM WAD. 2 SMA 7. STREET TREES LL BE PLANTED AND STAKED ACCORDING TO THE CITY46 PIANS OT RO CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA PLACEMENT ��F� , ��� DOUBLE STAKED TREE ""'""''`"" o m DOUBLE STAKED TREE ON SLOPE "�FL�IN V. CONTAINER PLANTING "�FLAN ,r CONTAINER PLANTING ON SLOPE ��FLAN L._�r � Dr SHRUB AND GROUND COVER TREE P _ _ 508 507 SPACING 508 _ 501 _ 5 GAL - 24 BOX 502 N — 505 — ui CM S comem fA LIN WIM sromb�weerm7101M FOW NJ"W=$COIMNMICm U)MSTY DIGIl'Q DA LIN UM 11TAllol�lBCIICATIOW FOW PYMIC WOWKf OOIIfIWYC710M ui CITY S am M LIN MM lTMg1A fIWC/mum FOR IMIC WO COIIfIW11C71m LI�t DA LIN WIM WANDAM 1FW11CATIOW FON FUMIC wom CON67W1KTM RCL 0 M WBI fFA1MA�lNlIGg1A m max WEND CrMTmCTIDN NKLT I W 1 ¢u OIQELR M m MIM fTAl om mm PDW MAI IC MOWIIf COIMNMIOrm LRT 1 W I ¢ 3RT L W I ¢ SRT t 1 ¢ i[[T 1 LI 1 LRT 1 W 1 FLAT NI[l* afN IIORTM 000WEX1GIE 1111010111" NOTESI4. CASE 1 i SLOPE N TURP AREAS, �� 1 ¢ BETWEEN CURB AND 80EWALK/TRAL - 2% •4 v P^ b. BEHIND SIDEWALK/TRAL - 2% TO 5:1 MAX. 4 '.A.;, (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL K ,C OF COMPACTED WOOD CMP PERMITTED N LOCALIZED AREAS WITH CITY ENOIIEER•B APPROVAL UNDERNEATH MULCH. (CONCRETE MEAGER, 2. SLOPES N 9FNURB GROUND COVER AJIEABt _ SOL_ HARDSCAPNGCURB k GUTTER, SIDEWALK, ETC.) FINISH GRADE A. BETWEEN CURB AND SDE WALK/TRAL - 2% CASE 2 LOCATE PQ PIMI) tDOE OOZE AT b. BEHIND SIDEWALK/TRAL - 2% MMI, TO �1 MAX. CONCRETE HEADER - 1/:f RADIUS 11) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERM111 008IL ym FsRhOSSINGS) POSED EDGES AND FINISH PER PLAN N LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED Y IN LAWN STALL AT GRADE LEVEL AT SWALE THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 1Y IN VERTICAL HEKIMT. 12'• Y 3. DEVIATIONS FROM THE ABOVE CRITERIA MALL BE CONBIOERED ON A CABS -•. •_. .•�::• •:• •'••,;,."i•.•"•!. BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENOWER. qN FINISH GRADE -1-11cZ i a CAN 3 --� r f`2Nr�� Mr F— a r ox. llarallm sTDIc slwLt •,� T,, T — I cassLESIOIME °m SHOVEL CUT EDGE COMPACTED 3 RE-BAR CONTINUOUS Al c w� wt UNLESS OTHERWISE INSTRUCTED) CUIr NATIVE SOIL 2' MN. / 4' MAX. FMD ! GUTTER �v aa 1PLANTER 41 OUTSIDE PUBLIC R.O.W. ARS► � NOTES: .• 1. PRIOR TO PURCMASE/PLEMENT OF THE MULCH, THE CONTRACTOR SMALL \ 4 ACe SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL _ \ SDEyNAIKHARDSCAPEa PER TURF,MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AID BLEND NRUB AND GROUND COVER Z�G II iPT� JOIN AT RIGHT ANGLES INTO EDGES AT GROUND COVER AREAS 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. NOTElk YIN / ♦' R � OC r PMOW CURB PER CRY SIO. 334 4. PLACE NO MULCH WITHIN A f' RADIUS OF THE CROWN OF A WOODY PLANT. WITHIN PUBLIC RIGHT-OF-WAY 1 Wont am, DOULIZIM olHcnweE�F- WL �aL N: NOTES: (SEE NOTES HEREON) WX 1. PROVIDE SCORE JOINTS AT 10'-0' O.C. AND 3/B' EXPANSION MAJL 1r�wl r MR CIE Fur=9 s so JOINTS AT 20'-� O.C. asaM�+L HwE 1/3 ne�rr, �►�LMAII MAW 2/3OlmYDR CEMBIff 2. If WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND a TO 2 PSSPAM R s sAWIINno MW FTOINIES RS F�Iw�a�r oma+cI M (NO-DR1Y MORTAIL Y--PAW 13 LOOM) GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND s. A SIMPLE AMA MN. 40 34 FT., SILL W APFROM In THE CITY NSPECTOIL PRO 10 PRIVATELY-MAINTAINED AREAS. a FINAL REPW POSTM OF ALL My TO K APPRaw By W nE an INSPccroR N 3. CONCRETE TO BE 520-C.-2500 LAIN. • Road SMALL K SAWK RMNDO NO FR[E OF OaECIIOWAU OMFl91NM704 AND 0 EXCESSIVE DOM COMiDR. 1V 7. CONCRETE CL*= WD-0-21OD. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA Dr STANDARD PLAN "NNOVED n "41101011 KAM APP11110m rn TrA1MRW PLAN APIWOVED NO RIVER HASHED GRANITE nN10M PIm MULCH INSTALLATION 509 CONCRETE HEADER 534 ALLOWABLE GRADES 541 COBBLESTONES 542 EIIGDImI DA sN MIM WTANbt�VVIVICATIONf POW N x wA M CoNfIMICRON SRT I i I ¢AM DATE MR WITH S MOAN INJaFICA71 M ROP PUt1C WOMLt COIMIWIIC110N LRT I OF 1 �CM emmom � N<MN WrNIDAIo 7lWCIICAIIpi IOW F1�IC MDWIO OOIIiIMIC110M SRT I or I s RJ�m a UN MM>R~OOTID�dFICA710Mi FOR MIJc W=3OOI�WIICTIOM SRT I DT I �4 p QdQ9 p d d dd d d d p d d d o Od� d 0vc9 v�v d v 0 0 o d d CCWC.InLOat PUPW'INTM WALL 0 d cart.moat NLIALL t7 p d 0 0 dd d Caw-OLOat 1,111111111171111111UALL CO ° d DESCRIPTION OF REVISION DATE CITY dp d ' ° d ° APPROVED d d �d dd 0 0 p 4S C9 0 C69d CITY OF RANCHO CUCAMONGA C7Gb 0 d o d c� o PLAN TING DETAIL I 1 I HIGHLAND AVENUE PARKWAY LMD .4 ccNc. MOM MULBERRY 70 E77WANDA STORM DRAIN �1 TRACT NO. 15 798 MAX �, s, •, %,p11iDS["UW APPROVED BY DA +' •' 4' •' •' F L ANTM SLOI't CoeeL� NT,ICELu�Lx �4 S�Nl p 'Lp CITY ENGINEERR.G. N0. 24953 "'Zoih BENCH MARK eHRO PLANTM ALon COe"PAVING 609WALK � FDAVIN4 � 3132 � � DESIGN 234 Madero, Suite 250 RECOMMENDED UNDERGROUND SERVICE ALERT SET 2" BRASS DISK IN TOP OF CONC. '� RJ Mission Viejo CA 92691 RAILING STAMPED"CITY OF RANCHO 4' N. w �' I' w •' IP '� �' p` �u" W N E CUCAMONGA BM 10068198T AT THE L��-AM �SC*Aft L.aeeCAft EAeerleNr * DRAWN Phone: 949.83 SS19 SHEET q SIGN S JA Facsimile: 949.837.4992 '-800 WESTERLY END OF HIGHLAND AVE. E EASEMENT BRIDGE OVER ETIWANDA CREEK,AT `r>9r� v3 02 DBR L— SoF 9 I� 227-2600 THE SOUTHWESTERLY COR. OF BRIDGE. SECTION A SECTION B SECTION C OF C A�1 CHECKED EXP' V30/02 R.L.A. N0. 3132 DRAWING N0. "'° "` `"�°"'S °"I'E '�" ELEVA TION = 1404.554 - JN DATE: MARCH 10, 2000 FILE N0. REV.FEB.-9,iiw9 SHEETZI i 3. Before the date of the final observation, the Contractor shall transfer all information from the SPRINKLER IRRIGATION SPECIFICATIONS 3. Provide the amount of cost savings it the substituted item is approved. "record drawing" prints to a sepia mylar or similar mylar material. Arrangements shall be made B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting through the city for obtaining said sepia mylar or similar mylar material. All work shall be in D. Brass Pipe and Fittings: PART 1 - GENERAL any submittal item as an approved equal to the equipment and materials listed on the Drawings waterproof India ink and applied to the mylar by a technical pen made expressly for use on and Specifications. 1.01 DESCRIPTION mylar material. Such pen shall be similar to those manufactured by Rapidograph, Kueffel & 1. where indicated on the Drawings, use red brass screwed pipe conforming to Federal Esser, or Faber Castell. The dimensions shall be made as to be easily readable even on the final 1.06 GUARANTEE Specification -P-351. A. Scope of work: Provide all labor, materials, transportation, and services necessary to furnish controller chart (see Section C). The original mylar "record drawing" plan shall be submitted to 2. Fittings shall be red brass conforming to Federal Specification #WW-P-460. and install the Irrigation System as shown on the Drawings and described herein. the City of Rancho Cucamonga for approval prior to the completion of the controller chart. A. The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications shall be filed E. Copper Pipe and Fittings: B. Standards: All work and materials shall comply with codes, safety orders, 4. The Contractor shall dimension from two (2) permanent points of reference, such as building P y g y with the City prior to acceptance of the irrigation system standards, and regulations, and meet the minimum requirements of the Standard Specifications corners, sidewalk edges, road intersections, etc., the location of the following items: For Public works Construction (Green Book) latest edition. I Pipe: Type Y, hard tempered. A copy of the Guarantee form shall be included in the operations and maintenance manual. a. Connection to existing water linea. b. Connection to ' electrical war. 2. Fittings: wrought copper, solder joint type. 1.02 QUALITY ASSURANCE &REQUIREMENTS existing Po C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the c. Gate valves. folio information: A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all d. Routing of sprinkler pressure lines (dimension max. 100' along routing). solidus 3 Joints shall be soldered with silver solder, 45 7t silver, 15 x copper, 16 E zinc, 24 K cadmium, observations as required. e. Sprinkler control valves. GUARANTEE FOR IRRIGATION SYSTEMsolidus at 1125 ? F. and liquidus at 1145 f. Routing of control wiring and locations of all splice boxes. F. GateValves: We hereby guarantee that the irrigation system we have furnished and installed is free from B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed g. Quick coupling valves. in all cases where the manufacturers of articles used in this Contract furnish directions covering h. Stub-outs for future connections. defects in materials and workmanship, and the work has been completed in accordance with the P P 1. Ball Valves (1?" and smaller) points not shown in the Drawings and Specifications. i. Other related equipment as directed by the City of Rancho Cucamonga. Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We 5. On or before the date of the final field observation, the Contractor shall deliver the corrected agree to repair or replace any defects in material or workmanship which may develop during the C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations and completed sepias to the City of Rancho Cucamonga. Delivery of the sepias will not relieve period of a. Ball valves shall be a 1251b SwP bronze valve with threaded ends and shall be equipped with peone year from date of acceptance and also to repair or replace any damage resulting a stainless steel handle. governing or relating to any portion of this work are hereby incorporated into and made a part of the Contractor of the responsibility of furnishing required information that may be omitted from from the repairing or replacing of such defects at no additional costa to the City. We shall make b. Ball valves shall be Nibco T- 585-70-66 or approved equal. these Specifications, and their provisions shall be carried out by the Contractor. Anything the Petr• such repairs or replacements within a reasonable time, as determined by the City, after receipt of e.All Ball valves shall be installed per detail. contained in these Specifications shall not be construed to conflict with any of the above rules, written notice. In the event of our failure to make such repairs or replacements within a regulations, or requirements of the same. However, when these Specifications and Drawings call C. Controller Charts: reasonable time after receipt of written notice from the City, we authorize the Cit to proceed to P y y P 2. Resilient wedge Gate Valve (2" and larger) for or describe materials, workmanship. or construction of a better quality, higher standard, or have said repairs or replacements made at our expense and we will pay the costs and charges larger size than is required by the above rules and regulations, the provisions of these 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before controller therefore upon demand. a. Resilient wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. Specifications and Drawings shall take precedence.. charts are prepared. b. Resilient wedge Gate valves shall be No. 403 RT-RW as supplied by watts or approved PROJECT: HIGHLAND AVE. PARKWAY LANDSCAPE equal. D. Explanation of Drawings: 2. Provide one controller chart for each controller sequence. c. All Resilient wedge Gate valves shall be installed per detail. LOCATION: MULBERRY TO ETIWANDA STORM DRAIN SIS OF HIGHLAND 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., 3. The chart shall show the area controlled by the automatic controller and shall be the maximum which may be required. The Contractor shall carefully investigate the structural and finished size which the controller door will allow. SIGNED: G. Quick Coupling Valves: conditions affecting all of his work and plan his work accordingly, furnished such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and 4. The chart is to be a reduced drawing of the actual installed system. However,in the event the ADDRESSED: 1. Quick coupling valves shall have a brans, two-piece body designed for working pressure of 150 P.S.I. indicative of the work to be installed. The work shall be installed in such a manner as to avoid controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that conflicts between the irrigation system, planting and architectural features. will be readable when reduced. PHONE: DATE OF ACCEPTANCE: 2• Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. 2. All work called for on the Drawings by notes or details such be furnished and installed 5. The chart shall be a black line or blueline ozalid print and a different color shall be used to PAW 2 - PRODUCTS H. Hacldlow Prevention Units: whether or not specifically mentioned in the specifications. indicate the area of coverage for each station. 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when 6. when completed and approved, the chart shall be hermetically sealed between two pieces of 2.01 MATERIALS 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions plastic, each piece being a minimum 20 mils. A. General: Use only new materials of brands and types noted on drawings, specified herein, or backflow prevention units in accordance with the Drawings. exist that might not have been considered in engineering. Such obstructions or differences approved equals. 2. Wye strainers at bacldlow prevention units shall have a bronzed screwed boy with 60 mesh should be brought to the attention of the City of Rancho Cucamonga. In the event this 7. These charts shall be completed and approved prior to the final field observation of the B. PVC Pressure Main Line Pipe and Fittings: monel screen and shall be similar to Bailey#100B or approved equal. notification is not performed, the Contractor shall assume full responsibility for any revision irrigation system. necessary. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. D. Operation and Maintenance Manuals: 3. All pressure main line piping between the point of connection and the backflow preventer 1.03 SUBMITTALS 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC compound shall be installed as required by local code. The Contractor shall verify with the local governing 1. Pre and deliver to the Cit of Rancho Cucamonga within ten calendar da prior to body as to material type and installation procedures prior to start of construction. Submit shop P� y � days P � conforming to ASTM resin specification D1784. All pope must meet requirements ea set forth drawing for approval. A. Material list: completion of construction, two hard-cover, three ring binders containing the following in Federal Specification PS-22-70, with an appropriate standard dimension (S.D.R.) information: (Solvent-weld Pipe). I. Check Valves: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications. No substitution will be allowed without prior written a. Index sheet which states Contractor's name, address, and telephone number, and which lista 3. Pressure main line piping for sizes 1-i/2" and smaller shall be PVC Schedule 40 with solvent 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with approval by the City of Rancho Cucamonga. each installed equipment and material item including names and addresses of manufactures local welded joints. replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification representatives. 2. Complete material list shall be submitted prior to performing an work. Material list shall b. Catalog and parts sheets on every material and equipment item installed under this Contract. 4. Schedule 40 i shall be made from NSF approved 1, Grade 1 PVC compound -V--51D, Class A, Type N. P P � Pe �g y pipe PP �`9Pe include the manufacturer, model number, and description of all materials and equipment to be c. Guarantee statement. conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in used. Although manufacturer and other information may be different, the folio is n de to d. Complete operating and maintenance instructions on all major equipment 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and ug y wing ' guide P ]oP Federal Specification PS-21-70. outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field proper submittal format: adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the 2. In addition to the above mentioned maintenance manuals, provide the City's maintenance 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM personnel with instructions for major equipment and show evidence in writing to the Cit of Valcon ADV' or approved equal. Item No. Description Manufacturer Model No. ___ Pe j �P � y test procedure D2466. Rancho Cucamonga at the conclusion of the project that this service has been rendered. 1 Backflow Preventer Febco 825-Y-BY 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and J. Control Wiring: 2 Automatic Controller Calsense ETI- 24 -DR E. Equipment to be Furnished: installation methods prescribed by the manufacturer. 1. Except as noted otherwise, connections between the automatic controllers and the electric 3 Master Valve Superior 3100 RCV control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring 4 Etc, gam, Etc, 1. Supply as a part of this contract the following tools: 7. All PVC pipe must bear the following markings: installed in control wire conduit within structure shall be made with AWG-TW solid copper Irrigation submittal must be specific and complete. All items must by listed and should include a. Two (2) sets of special tools required for removing, diaaaeemb ' and adjusting each t of wire. Pilot wires shall be a different color wire for each automatic controller. Common wires � dl�� type a. Manufacturer's name shall be white with a different color stripe for each automatic controller. Install in accordance solvent, primer, wire, connectors, valve, boxes, etc. No copies of manufacturer's literature sprinkler and valve supplied on this project. b. Nominal pipe size with valve manufacturer's specifications and wire chart. In no case shall wire size be less than b. Two (2) four-foot valve keysfor operation of ate valves. #14. (catalog cuts) are required as submittal information. keys � g d. Pressure rating in P.S.I. c. Two (2) ke for each automatic controller. 3. Equipment or materials installed or furnished without prior approval of the City of Rancho d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of e. NSF (National Sanitation Foundation) approval 2.Wiring shall occupy the same trench and shall be installed along the same route as pressure Cucamonga may be rejected and the Contractor may be required to remove such materials from each type of quick coupling valve installed. f. Date of extrusion supply or lateral lines wherever possible. the site at his own expense. 2. The above mentioned equipment shall be turned over to the City at the conclusion of the 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, 4. Approval of any item, alternative or substitute indicates only that the product or products project. Before final observation can occur, evidence that the City has received material must be applicable I.P.S. schedule and NSF seal of approval. apparently meet the requirements of the Drawings and Specifications on the basis of the shown to the City of Rancho Cucamonga. information or samples submitted. C. PVC Non-Pressure Lateral Line Piping: 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 9 5. Manufacturer's warranties shall not relieve the Contractor of his liabilityunder the tee. DESCRIPTION OF REVISION DA 7E carr guarantee. 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints APPRo VEL; � Such warranties shall only supplement the guarantee. A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, when installed in planting areas. loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a CITY OF RANCHO COCA MONGA B. RECORD DRAWINGS: vehicle which allows the length of pipe to lie flat so as not to subject it to under bending or a 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with � concentrated external load at any point. Any section of pipe that has been dented or damaged solvent welded joints. IRRIGA TION & PLANTING SPECIE/CA 77ONS 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozalid will be discarded, and if installed, shall be replaced with new piping. prints which shall be corrected daily, showing every change from the original Drawings and 3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to HIGHLAND AVENUE PARKWAY LMD Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this 1.05 SUBSTITUTIONS ASTM resin specification D1784. All pipe must meet requirements set forth in Federal FROM MULBERRY TO E77WANDA STORM DRAIN purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall Specification PS-22-70 with an appropriate standard dimension ratio. be kept on the site and shall be used only as a record set. A. If the Contractor wishes to substitute any equipment or materials for the equipment or TRA C T NO. 15 798 10, materials listed on the Drawings and Specifications, he may do so by providing the following 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements for 2. The Contractor shall make neat and legible notations on the record drawing progress sheets information to the City of Rancho Cucamonga for approval: non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main S7 APPROVED BY DATE dailyas the work proceeds, showing the work as actually installed. For example, should a piece line i and fittings as set forth in section 2.01B of the Specifications. � �4 SWIr, LP�y CITY ENGINEER R.CE. NO. 24953 P g Y P P P�PeP�� �of equipment be installed in a location that does not match the plan, the Contractor must indicate 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of 3132 DESIGN 3436 Madero, Suite 250 RECOMME ED CID that equipment has been relocated in graphic manner so as to match the original symbols as paper for each item to be submitted. RJ Mission Viejo CA 92691 8 P � Phone: 949.83 .5519 indicated in the irrigation legend. The relocated equipment and dimensions will then be A • '1` DRAWN SJA Facsimile. 949.837.4992 SHEET transferred to the original record drawing plan at the proper time. 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be `��9 1/3 ��� DBRL-s 9 substituted. T� OF C pL1F�� 1�cr. v3oroz 3132 of CHECKED R.L.A. NO. DRA W/NGnNO. JN DA TE: MARCH 10, 2000 FILE NO. 1 703 3 - PRall, SIZZ7-N0tZ Z 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. 3. where mon than one (1)wire is placed in a trench, the wiring shall be taped together at intervals of fifteen (15) feet. B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail S. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square inch and coven watertight nor to be responsible for damages to utilities which are caused by his operations or neglect. Check drawings or Specifications pertaining to specific items required to complete work, perform such P tertig P Pam• 4. An expansion curl shall be provided within three (3) feet of each win connection. Expansion existing utilities drawings for existing utility locations. work in accordance with best standard practice with prior approval of City of Rancho Cucamonga. curl shall be of sufficient length at each splice connection at each electric control valve, so that in 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, replace joints and case of repair, the valve bonnet may be brought to the surface without disconnecting the controlC. Coordinate installation of sprinkler materials including pipe, so there shall be no interference 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. repeat test until entire system is Proven watertight. wires. Control wins shall be laid 1 in trench without stress or stretching win conductors. Installation and solvent welding methods shall be as recommended by the pipe and fitting °may with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. manufacturer. 5.All hydrostatic tests shall be made only in the presence of the General Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled until it has been observed, tested, and 5. All splices shall be made with Scotch-Lok X3578 Connector Sealing Packs, Rainbird Snap-Tile D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed win connectors., ora roved equal. Make only one lice with each connector se pack. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon approved in writing. PP eq y splice �8 Pa beton starting work on the irrigation systema. tape or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to 6. Field splices between the automatic controller and electric control valves will not be allowed 3.02 PREPARATION metal joints. Light wrench pressure is all that is required. where threaded PVC connections are 6. Furnish necessary force pump and all other test equipment, without prior approval of the City of Rancho Cucamonga. required, use threaded PVC adapters into which the pipe may be solvent welded. 7. when the irrigation system is completed, perform n coverage test in the presence of the City of A. Physical layout: Rancho Cucamonga to determine if the water coverage for planting areas is complete and K. Automatic Controller: E. Line Clearance: � n8 P tang P 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and adequate. Furnish all materials and perforin all work required to correct any inadequacies of 1. Automatic controller(s) shall be of size and type shown on the Drawings. location of sprinkler heads. 1. All lines shall have a minimum clearance of six (6) inches from each other and twelve (12) coverage due to deviations from the Drawings, or where the system has been willfully installed as inches from lines of other trades, with the exception of the control wire sleeve(s) which shall be indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of 2. Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. installed adjacent to pressure supply line. Parallel lines shall not be installed directly over one the City of Rancho Cucamonga. This test shall be accomplished before any ground cover is another. planted. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic B. water Supply: controller location is to be furnished by others. The final electrical hook-up shall be the F. Automatic Controller Assembly: 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet responsibility of the Contractor. 1. The irrigation system shall be connected to water supply point(s) of connection as indicated on the Drawings. Install as per manufacturer's instructions. Remote control valves shall be connected to controller site requirements. L. Electric Control Valves: in numerical sequence as shown on the Drawings. 3.07 MAINTENANCE 2. Connections shall be made at the approximate location(s) shown on the Drawings. The A. The entire irrigation shall be under full automatic operation for period of seven (7) i. All electric control valves shell be the same size and type shown on the Drawings. Contractor is responsible for minor changes caused by actual site conditions. G. High Voltage wiring for Automatic Controller. A. Pe days prior to any planting. 2. All electric control valves shall have a manual flow adjustment. C. Electrical Supply: 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. 3. Provide and install one control valve box for each electric control valve. I. Electrical connections for any and all automatic controllers shall be made to electrical point(s) 2. All electrical work shall conform to local codes, ordinances, and union authorities having of connection as indicated on the Drawings. jurisdiction. 3.08 CLEAN-Up Y. Control Valve Boxes: 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be Contractor is responsible for minor changes cause by actual site conditions. H. Remote Control Valves: 1. Use 10" z 10-3/4"round box for all gate valves. Carson Industries j1910-12B with green removed from the site, all walks and paving shall be bloomed or washed down, and any damage bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) 3.03 INSTALLATION 1. Install when shown on the Drawings. where grouped together, allow at least twelve (12) sustained on the work of others shall be repaired to its original condition. inches. inches between adjacent valve boxes. Install each remote control valve in a separate valve box. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A Trenching' A. The Contractor shall operate each In its entirety for the Cit of Rancho Cucamonga at 2. Use 9-1/2"z 18" z 11"octangular box for all electric control valves. Carson Industries jti 1. Flushing of System: P� �m ' y y n8 1419-12B with green bolt-down cover or approved equal. I. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even time of final observation. Any items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the Cit of Rancho Cucamonga. y grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion P y 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. Carson work has been completed, and prior to installation of sprinkler heads, the control valves shall be Industries # 608-12 with flex-lock cover or roved al. opened and full head of water used to flush out the system. B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has n PP 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation lines installed under received all accessories, charts, record drawings, and equipment as required before final site paving or hardscaping. observation can occur. 4. Use 9-1/2" z 16" z 11"rectangular box for all electric control valves installed within on-grade 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the landscaped areas. Carson Industries # 1419-12B with green bolt-down cover or approved equal. 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of three (3) complete satisfaction of the city of Rancho Cucamonga. 3.10 SITE OBSERVATION SCHEDULE inches or larger in diameter. 5. Use 10"z 10-1/4"round box for all quick coupling valves installed within on-structure J. Sprinkler Heads: landscaped areas. Carson Industries No. 910-12B with green bolt-down cover or approved equal. A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of two and the Poll observation m , according to the time indicated: one half (2?") inches or smaller i. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this ° rding N. Sprinkler Heads: work shall be equivalent in all respects to those itemized. 1. Pre-Job Conference - 7 days 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. 1. All sprinkler heads shall be of the same size, type, and deliver the some rate of precipitation 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. spacing exceed the maximurecommended by the manufacturer. 2. Pressure supply line installation - 24 hours m specified in these special provisions. 3. Lateral line and sprinkler installation - 24 hours 7. Refer to City Standard 120 'Trench Repair"when within City streets susceptible to traffic loads. 3'04 TEMPORARY REPAIRS 2. Spray heads shall have a screw adjustment. B. Backfilling: The City reserves the right to make temporary repairs as necessary to keep the sprinkler system 4. Automatic controller installation - 24 hours 3. Riser units shall be fabricated in accordance with the details shown on the drawings. equipment in operating condition. The exercise of this right by the City shall not relieve the 1. The trenches shall not be backfilled until all required tests an performed. Trenches shall be Contractor of his responsibilities under the terms of the guarantee as herein specified. 5. Control win installation- 24 hours 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler carefully backfilled with the excavated materials approved for backfilling, consisting of earth, 3.05 E7OSTIIVG TREES 6. Pressure supply line and lateral line testing - 48 hours may loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent 7. Coverage test - 48 hours 5. All sprinkler heads of the same type shall be the same manufacturer. undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken when it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible areas, humps or other surface irregularities. care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots 0. Sleeving: occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the S. Final observation - 7 days path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger B. when observations have been conducted other than the Cit of Rancho Cucamonga. 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring shall be prevent scarring or excessive drying. where a ditching machine is run close to trees having roots yshow than one-half (.)inch in size will be permitted in the initial backfill. evidence in writing of when and b Schedule 40 P.Y.C. or approved equal. smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand y whom these observations were made. 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted " P. Vandal Resistant Controller Enclosure: with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within C. No site observations will commence without"As-Built record drawings. The contractor shall twenty-four (24) hours; and where this is not possiblethe side of the trench adjacent to the tree not call for a site visit without"Aa-Built"record drawings, without completing previously noted , 4. If settlement occurs and subsequent adjustments in pipe,valves, sprinkler heads, lawn, planting, corrections, or without preparing the system for said visit. 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation or other construction are necessary, the Contractor shall make all required adjustments without shall be kept shaded with burlap or canvas. Detail sheet. cost to the City. 3.06 FIELD QUALITY CONTROL 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting C.Trenching and Backfill Under Paving: the automatic sprinkler controller and terminal strip. A Adjustment of the System: 1. Trenches located under areas when paving, asphaltic concrete, or concrete will be installed, 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt receptacle. shall be backfilled with sand (a layer four (4) inches below the pipe and six (6) inches above the prevent overspray onto walks, roadways, and buildings as much as possible. Ij Metal conduit shall run from the 117 volt supply to the controller housing. All power within the pipe) and compacted in layers to 95 x compaction, using manual or mechanical tamping devices. � housing shall be properly phased. 2 Trenches for piping shall be compacted to equal the compaction of the existing adjacent . If it is determined that adjustments in the irrigation equipment will provide proper and mon CITY adequate coverage, ) p planting. � DESCRIPTION OF REVISION DATE undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush the Contractor shall make such adjustments prior to lan ' Adjustments APPROVED 4. A terminal strip shall be provided, clearly indicating the proper points of connection of all with the adjoining grade. The Contractor shall set in place, cap and pressure test all piping under may also include changes in nozzle sizes and degrees of arc as required. appropriate wiring (station valves, master valve, common, central control). paving prior to the paving work CITY OF RANCHO CUCAMONGA 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days Q. Miscellaneous Irrigation Equipment: after notification by the City. IRRIGA TION do PLANTING SPECIE!CA TIONS 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on HIGHLAND AVENUE PARKWAY LMD where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and the Drawings. FROM MULBERRY TD ETI WANDA STORM DRAIN 2. All miscellaneous irrigation equipment shall be as specified or approved equal. replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will �p 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so that each lateral TRA A C T NO. 15798 PART 3 - EXECUTION be permitted under concrete paving. operates at design pressure. �,p1yDSC a APPROVED BY DA 1 lifer to City Standard 120 "Trench Repair"when within City streets susceptible to traffic B. Testing of Irrigation System: we LT '�P CITY ENGINEER R.O . NO. 24953 11 3.01 OBSERVATION OF SITE CONDITIONS 1. The Contractor shall request the presence of the City of Rancho Cucamonga in writing at least 3132 DESIGN 23436 Madero, Suite 250 RECOM E D 48 hours in advance of testing. 1�9 RJ Mission Viejo CA 92691 �_n '� -3 Phone: 949.835519 A. All scaled dimensions are approximate. The Contractor shall check and verify all size D. Assemblies: a � S1, DRAWN S i Facsimile: 949.837.4992 SHEET dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding with 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove work under this Section. 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines DBR watertight. 9 9� (and various assemblies) in such a manner as to conform with the details in the Drawings. F OF C p�lF� CHECKED EXP. l�0/02 R.L.A. NO. 3132 Of WING NO. JN DA TE: MARCH 10, 2000 FILE NO. 1703-L -- .23 OFts CONCRETE SPECIFICATIONS project scope of work will apply: All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the 504 Mulch: Contractor Rough Grading. Mulch: Shall be of compacted wood chip fiber. PART 1 GENERAL Drain Lines and Catch Basins. 3.04 Soil Preparation: Irrigations (main line pressure, coverage A system operations test). 5.05 Coordination: Soil Preparation and Finish Grading. All work on irrigation system shall be complete and inspected for recommended approval and, fine gradin` 1.01 Description Plant Material (delivery k placement). completed, prior to rototilling and prior to soil amendment work. ' For concrete information refer to the Standard Specifications for Public Works Construction A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and Final Inspection (after maintenance period) - 7 days. After rough grades have been established, prepare all lawn and planting arena by tilling or cross ripping to a � 400, as well as any other sections related to the installation, per and post installation of concrete damaging elements. depth of 12". All rock and debris more than 2" in diameter shall be removed from the site, except for areas that work, materials, labor, and clean-up. The Standard Specifications for Public forks The contractor shall tr arrange a Preconsuction job conference with the Landscape Architect and City are to be sodded, in which all rock and debris more than 1" in diameter shall be removed. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding planta Construction is available from: n minimum of seven (7) days prior to the beginning work. Apply , spread, and rototil in all soil amendments as recommended to n depth of 6". Yater area thoroughly and ground cover planting. HI Building News 1.07 Guaranties: after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet 5.06 Installation: 3055 Overland Avenue of planting area: Los Angeles, CA 90034 A. Plant Materiels: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed (310) 202-7775 Plant ground cover and bedding plants in moist soil and apace as indicated on plana. from date of final acceptance of landscape construction for periods as follows: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 1.02 Scope Trees 24"box do larger 1 year 200 lbs. of Gro-Power or approved equal. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil Furnish and install all concrete work complete as indicated on the drawings or as specified, moisture shall be such that soil does not crumble when removing planta from container. Trees 15 gal. do smaller 1 year The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because including,but not limited to the following: Shrubs All sizes 120 days soil conditions may change drastically from the time these specifications were developed to the time the actual Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. Ar Ground Cover 120 A. Furnish and set all reinforcing steel, bolts, and anchors. days soil conditioning take place. Therefore, the Contractor shall obtain his own soils analysis at a rate of one per layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall B. Install all items required by other trades which are to be cast into concrete. Bedding Plant 120 days every 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils begin immediate) after,mulching. Lawn (sod) 120 da to laboratory approved b the project Landscape Architect and City. Copies of the soil teat to be provided y am• (Grading shall accommodate the mulch) C. Concrete mow strips, footings for walls, fencing, posts, benches, etc.,where applicable. days �8 ry PP 1 P l� Pe y P 1.03 Protection Lawn (seed) 120 days from first mowing during the Pre-construction job conference. 5.07 Protection: All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance 3.05 Finish Grading: shall be laced imediatel after concrete Contractor shall furnish, lace and remove all Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. P y ��• P period. Landscape Contractor shall replace and plant all materials which have died within the time of his own barricades. Contractor shall be responsible for any damage to new construction and span stated above, at no cost and within 5 days from receiving written notice from the Landscape After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lines shall replacement or repair of the work shall be made without added cost to the City. Architect or City. If dead material is not laced and planted within the 5 da PART 8 - MEED ABATEMENT y rep p y period, City may be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. replace dead material with new material and charge the Landscape Contractor for all expenses 6.01 Scope of Mork: 1.04 Clean-up incurred. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. Upon completion of all concrete work and before final acceptance, the Contractor shall removeProvide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site 3.06 Coordination: implied, and as delineated in the specifications. all tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left In a development, for a period of one year from date of final acceptance of project. clean, neat condition acceptable to the Cit]. weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil 6.02 Quality Assurance: PLANTING SPECIFICATIONS 1.08 Material and labor Releases: amendment work, and planting. (See)feed Abatement section). A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Upon completion of the work, the Contractor shall present to the Cit], signed copies of all labor and PART 4 - TREES AND SHRUBS Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. PART I - GENERAL materials releases for all work performed under Site Development. B. All materials and methods must conform to Federal, State, and Local Regulations. 1.01 Scope of Work: 1.09 Scope of York: 1.09 Disposal and Clean-up: Provide all material, equipment, and labor necessary to install all trees and shrubs a, shown on plans, as 6.03 Submittal• � Contractor shall provide all materials, labor and equipment incidental to and necessary for Remove all waste materials (including excavated material classified as unacceptable soil material), reasonably implied and as delineated in the specifications. completing all work, as indicated on the sirs Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape p ting wings, as reasonably implied, or as delineated in the trash and debris generated or encountered during the course of landscape construction, and legally 4 Specifications as follows. ose Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the dispof it. During the course of the work, remove surplus materials from the site and leave .02 Products weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor premises in a neat and clean condition. Clean up and remove all remaining debris and surplus A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" established by shall the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility 1.02 Standards: materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned the American Joint Committee on Horticulture. Except for names covered therein, the established custom of of the weed control materials and methods with the intended planting and seed varieties present. All work and materials shall comply with governing codes, y upon the request of the inspector. the nursery is followed. f safety orders, standards, and 6.04 Responsibility and Coordination: regulations, and meet the minimum requirements of the Standard Specifications For Public PART 2 - EXECUTION B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from Works Construction (Green Book) latest edition. plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, well-filling their A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion 1.032.01 Protection: container, buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall into the treated areas and to notify the public. �eilty ��= Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be trees be topped. allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable B. No material or methods shall affect the landscape planting or h droseed germination. No material or A. All Contractors performing Site Development work,must be licensed in accordance with the P y material until planting. Balled and burlapped planta shall have root ball covered with moist sawdust, C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices method shall render the job site unusable for mon than 10 da from date of application. laws of the State of California. wood chips or other suitable material until planting. and shall be of the size and caliper normally associated with the container size specified on plans. Removal of 1 pp all tags, labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscape 6.05 Non-Selective Herbicides: B. Contractor shall provide the Landscape Architect and the Cit]with a list of Subcontractors 2.02 Installation: Architect or City. and Material Suppliers expected to be employed during the course of construction. k D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control Detailed layout of plants within the planting areas shall be performed by Contractor and approved by out the intent of the planting plan will not accepted and will be replaced at Contractor's expense. Advisor) C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, the Landscape Architect and City prior to planting. during entire course of the Construction Contract. The amount of insurance shall be determined E. Sizes of Planta - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall by City. 8.06 Selective Herbicides: Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the have been grown in containers for at least one (1) year, but not over two (2)years. following mixture: Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control D. Prior to start,of site development work, the Contractor shall notify the Landscape Architect F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute materials and Cit]to give starting and completion dates. Contractor shall also supply the LandscapeNative, On-Site Soil with rock no greater than 3" in diameter are approved in advance by the City, and are made at no additional cost to the City. Except for authorized Advisor) j Architect and City with the name and telephone number of the person in charge of the work. Gro Power Plus, 5-3-1 151bs/cy variations, all substitute plant materials shall conform to the requirements of these specifications. 6.07 weed Eradication: Iron Sulfate 2 lbs/ey 1.04 Responsibilities and Coordination G. Plants Not Approved - Planta not approved are to be removed from site immediately and replaced with If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will A. Permits: The Contractor shall obtain and pay for all permits and inspections required by (To be used for bidding purposes only,verify with Agronomic Soils Test.) suitable plants. The City reserves the right to reject entire lots of plants represented by defected samples. require control prior to removal, spray these areas per Pest Control Advisor's recommendations. governing authorities for the work to be performed. After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow H. Stake all trees, as per details immediately after planting to prevent wind damage. thorough water-in and establishment. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and planting areas. plans at the site prior to commencement of any work under this contract. The Contractor shall Prior to installation of turf and ground cover, remove water basins from around trees and sbmbs. allow at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough verify the location and depth o!all underground utilities prior to start of work. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the Berms in turf areas to be removed prior to City acceptance. watering of trees. All planting holes shall be excavated as defined on appropriate details. wil, physically remove all weeds from the site. PART 3 - S01 PREPARATION AND FINISH GRADING C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all 4.03 Soil Amendments: temporary utilities such as water, electrical power and gas as required by him for the 3.01 Scope of work: construction of the project. Temporary services shall be coordinated with the Cit]and other Soil amendments shall be as recommended in the Agronomic soils report contractors on the job site. A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation and finish grading of all planting and lawn arena as shown on plans, as reasonably 4.04 Trees Stakes: ciTr D. Survey, Reference Points, and Ekevationr. The Contractor is responsible for establishing all implied, or as delineated in the specifications. Tree of REI�'SION DATE APPR Ol�EO surveys, reference points and elevations required by him, and shown on plans for Prop execution of site construction. topsoil pro �g P required. Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information. Cl TY OF RANCHO CUCAMONGA B. Furnishing, placement and grading, of to il for ba of planters it PART 5 - GROUND COVER AND BEDDING PLANTS E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required C. Cleaning and finish grading of planters areas and planting areas. IRR/GA 77ON & PLAN77NG SPECOCA 7701VS by him for the construction of the project. All temporary traffic barriers and detours shall 5.01 Scope of Mork: conform to all conditions required by the City or governing authorities. 3.02 Topsoil: HIGHLAND AVENUE PARKWAY LMD Provide all materials and equipment and perform all work necessary for and incidental to installing all ground FROM/ MULBERRY TO E77WANDA STOIRM DRAIN 1.05 Defective and Unauthorized work: A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. cover and bedding plants, as shown on plana, as reasonably implied, or delineated in the specifications. TRACT N0. 15798 k All work which is determined by inspection to be defective in its construction or deficient in any B. Topsoil imported to site for use as fill, backfill in planters and moue P Po p ding, shell be sandy textured. 5.02 Bedding Plants: � of the requirements of the plana and specifications, shall be remedied or removed, and replacedSilt plus clay content of this soil shall be no greater than 15 % by weight. The boron content of this �SCAP� APPROVED BY DA W� b the Contractor at his own nae in a manner acceptable to the Landscape Architect and y P Pe soil shall be no greater than 1 part per million as measured on the saturation extract. The sodium Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species �. 51ur ZP� CITY ENpN �4L��w R.� NO. 24953 c4� ; City. �" 3132 � y� !, absorption ratio (SAR) shall not exceed 3.0 millunohos per centimeter at 25 C. In order to ensure and variety shown on plana. .�, DESIGN 23436 Madero, Suite 250 RECOWfNDED conformance, samples of the imported soil shall be submitted to an agronomic soils testing R7 Mission Vie* C19 92691 ` � Phone: 949.8375519 1.06 Inspectionw. laboratory, approved by the project landscape Architect for analysis prior to use. Result of testing to 5.03 Ground Cover. * RE SJA* DRAWN Facsimile: %9.837A992 SHEET be delivered to City for approval. Soil test to include analysis and recommendations. DBR The Contractor shall arrange for inspections by notifying the Landscape Architect, City and Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and ��� per{ L-8 OF 9 governing authorities, 24 hours prior to time of inspection, unless Otherwise noted. Inspections 3.03 Soil Amendments: well rooted in flats or similar containers. �F C A1+1� CHECKED EXP. T02 R.L.A. NO. 3132 DRAWING NO. shall be as listed below, but not necessarily in this order. Only the inspection pertaining to the ]N DATE: MARCH 10, 2000 FILE NO. f 7V3 �L oZ4 25 i i i PART 7 - LANDSCAPE MAIN ZWCE 7.01 Scope of work: Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably implied or as delineated in the specifications including, but not limited to the following: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertilized all plants and planted areas. Irrigation. Insecticide spraying. 7.02 Fertilizers: A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power (909) 393-3744. B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and 24% sulfur and shall be registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. 7.03 General: Maintenance shall start immediately after landscape irrigation and planting. Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide Program. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control . D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8 - ACCEPTANCE OF PROJECT 901 General• Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is required prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall commence upon written approval for all phases of planting installation by the City Public Yorks Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. the second at the and of the 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 establishment period, and establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. I DESCRIPTION OF RENSION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA IRRIGA TION do PLANTING SPECOCA 77ONS HIGHLAND AVENUE PARKWAY LMD MOM MULBERRY TO E77WANDA STORM DRAIN TRACT NO, 15798 ap DS APPROVED BY DATE CAPS � SRI,-, CITY ENGINEER R.CE. Na 24953 '�P 3132 DESIGN 23436 Madero, Suite 250 RtC0A4A4E6VED RJ Mission Viejo, CA 92691 Phone: %9.837.5519 * DRAWN SJA Facsimile: 949.837.4992 SHEE s� li oz �eDBR L-9 of 9 9rF OF C Al1CHECKED EXP. 00/02 R.L.A. N0. 3132 DRA WNG NO. JN DATE: MARCH 10, 2000 FILE NO. �O 3 L PRaIECTSIIEN .2f ZS •r 1111 1 1 1 1 2�'DIA. 1 1 1 1 3-2'DIA 5 5-1'DIA- TAT1 11 RICHT DF 1 7 - Y N `; 96.5 .n 95.48 909 1 A • TC TC . 94.8,5 5 C 2 T^ 1-3' DIA. ' 96. ;, 5~ 1-3'Du. 2-2' DIA. 5 • _ r.. 2-2'DIA. 5 1-3'DIA. 3-1' _ Uj v. � - 5 �A - i- 3-1'DIA. 3-2' DIA. _ M -�, a �� x • 3-1DIA. "�J Z x ♦ ♦ ♦ 92.4.7 ' ` �"1` • �' ♦ ♦ Tom' • `: x x \ - - - ♦ I s�.03 1-2'DIA 5 1-3'DIA. 1 3'-6'RAO 3-1DIA. 2-2'DIA. An. I� ,.��: � TYP. 89.62 3-1' DIIA. x 10 x 86.4 86.4 86.5 _ - �._.._- �"�'�*�ax ' r` • r� 1 0 ` CONTRACTOR SHALL INSTALL AN ��- --- p_ AT vj �_ �T �-DE f _ - S" WIDE CONC. HEADER AT LIMIT `- I?ER�MET R__iMALL AL -____ ---�-____ - _ • --� ' t- OF WORK LINE PER CITY 85.C5 - E -- =:-_ x x x STANDARD DETAIL. ` • 85.! 5 • p 3 4 84.6 _ if 84.5 +f { 40 4243 J PLANTING LEGEND CITY OF RANCHO CUCAMO GA PLANTING NOTES 71 SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH TREES PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REINSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT T1 ♦ LAGERSTROEMIA INDICA'MUSKOGEE' CRAPE MYRTLE 15 GAL.0 20'O.C. 23 INSTALLED PER PLAN AND SPECIFICATION r 2. CONTRACTOR SHALL FOLLOW DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT r VINES •� =* REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. V1 ""'•""' PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL.@ 15'0.C. 52 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND FACILITIES. EXTEND ROCKSCAPE ALONG sHRues STORM DRAIN FRONTAGE TO S1 x ABELIA GRANDIFLORA'EDWARD GOUCHER' NCN 5 GAL.(g�4'O.C. 120 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF DRIVE APPROACH - SEE STREETTHE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE _ S2 0 BERBERIS THUNBERGII'CRIMSON PYGMY' JAPANESE BARBERRY 5 GAL.0 3(r O.C. 136 PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK IMPROVEMENT PLANS. •� r _ APPROVED BY THE CITY.PFITZER JUNIPER 5 GAL. 5 O.C.S3 JUNIPERUS CHINENSISPFITZERANA 115 ' S4 ESCALLONIA'NEWPORT DWARF NCN 5 GAL.0 4'O.C. 63 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT ` 1 G PITTOSPORUM TOBIA'VARIEGATA' VARIEGATED MOCK ORANGE 5 GAL.s�5'O.C. 73 PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL - BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. ` 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED :• J GROUND COVER LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE '. CHIPPER WOOD MULCH 4"THICK-- IN ALL SHRUB AREAS 7160 S.F. CONTRACTOR AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATES OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. ` 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTTII S FOR 1 • PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. CONSTRUCTION LEGEND 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE CONIC.SIDEWALK PER STREET IMPROVEMENT PLANS. AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED, PURSUANT • - O TO CITY STANDARDS AND DETAILS HEREON. CONSTRUCT COBBLE PAVING PER CITY STANDARD DETAIL 542, SHEET L-5 (2,181 S.F.) CASE#1 CONTRACTOR SHALL CONSTRUCT MOW CURB AT EDGE OF PAVING AT PLANTING AREAS PER CITY STANDARD. 9. CLEANUP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY ' O CONC. BLOCK PERIMETER WALL PER GT-RFC-:;L IMPROVEMENT PLANS. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT `� I C.RADiN6 TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6- INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. •� "y O4 CONSTRUCT LIGHT CLASS(8•-12")GROUTED RIP-RAP ON SLOPE CD ; { •. ' 5O "' APPROX. LOCATION OF LANDSCAPE BOULDERS, FINAL LOCATION TO BE 4 CY. NITROGEN STABILIZED SAWDUST APPROVED IN THE FIELD BY CITY INSPECTOR. INSTALL PER CITY STANDARD 120 IBS GYPSUM DETAIL 542,SHEET L-5. CASE#2 125 IBS GRO-POWER PLUS C> Fy.F 11. LANDSCAPE AREAS SHALL RECEIVE 40 OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND o p BLEND INTO EDGES AT GROUND COVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. V m Jam. 4 GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR N THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. WOOD CHIP IS AVAILABLE FROM: L i r0 � S _ INTRAVAIA SAND AND GRAVEL ------ ..------------- UPLAND,CA L I�I T g F oO R K (909)982-6713 cu W 39a ' 2 i 2 ' 1-3' DIA. m8�2? 2-2'DIA. 2-3'DIA �' 8 6-i' DIA. 2-z DU. 5 ` 4-1'DIA. 5 1-3'DUL /r DESCRIP77ON OF REVISION DATE CITY f I APPROVED .8I 2-2'DIA. /� ♦ ;, 3-1'DIA. �\ V Gr1 x x gs 1 I CITY OF RANCHO CUCAMON X x xro x x .. �Yv f xx x x x x x x <;. ; 1 f PLAN77NG PLAN cn -~--- 1• _ HIGHLAND AVENUE PARKWAY LMD 13 - _ I 3A q FROM MULBERRY TO E77WANDA STOIRM DRAIN cc M U TRE sup TRACT N0. 15798 cn 84.0 -PER tMET~ L �� LU 84.0 Lt-WSTALL Ate` '. APPROVED BY DA . j 8"-WIDE-JG NC.. EADER T'- IM1T�- ='�-_ ---- ----• SGAPF CITY ENGINEER R.CE Na 24953 0 8.34 832 OF WORK LINE PER C \; SlfLU a STANDARD \ IY L /T �y DESIGN 23436 Madero, Suite 250 RECOMMENDED Q� S RD DETAIL. \ \ ( � 4 313RJ Mission Vicjo, CA 92691 .937.5519 cn I '� SJAF&csimile:�9949237A992 44 \ \ "� DRAWN SHEET 4 �� --�� � -.ter * , i `.J I Cj, 1/30M `�' DJ L-4 of 9 LL_ �`` ' I �F Al`�0�� CHECKED EXP. 1/30/2002 R.L.A. NO. 3132 [RAWING NO. JN DATE: MARCH 10. 2000 FILE NO. 703 a x U I CD v LLL PROJECT SHEET NO 20 OF 25 � x a 1111 1111 1111 1111 1111 1111 J l l s TE APPROXIMATE POINT OF CONNECTION •I TA STATIC PRESS. • 105 115 P.S.I. 11 / 1 1 _ GTI 10/20/1999 . D FROM GARL03 1 1 1 1 OWA CUCAMONGA COON F 1111 _ 1 Y PONE. 909 98 .2591 NEW 1 1/2; WATER METER 4 % 95.44 95 ?80 B `AND q NEW 1 1/2, PRESS. REGULATOR VENO NEW 1 1/2 BACKFLOW DEVICE TC Tt� 9T85 ..� Iimb 163 /� • — SOR C "WANI _ 't 96. 7 11,2. ...,� » - NEW 1 1 I15 quommomm /00 R4 U :• 86.4 86.4 / • 86.8 / IsQ • i\ ��. 6 DEVELOPER/OLUNER TO PROVIDE AND / EASEMENT FOR AREA BEHIND SIDEWALK TO CITY OF RANCHO CUCAMONGA \819 8a • 41 A LOCATION OF AUtM(ATIC I 40 •• T O LER. CONTRACTOR SHALL taw. HOOK-UP. Q IRRIGATION LEGEND SYM MFGR. MODEL# GPM ARC PSI RAD COMMENTS ® WILKENS 1 1/2.500 HR SERIES PRESS.REGULATOR ♦ RAIN BIRD 1812-SAM-PRS-5Q 0.10 90 30 5' SEE NOTES ® SUPERIOR 31001 1/2"NORMALLY OPEN MASTER VALVE • RAIN BIRD 1812-SAM-PRS-5H 0.20 180 30 5' SEE NOTES RAINBIRD EFB-CP-PRS-B ELECTRIC CONTROL VALVE(SIZE PER PLAN). 0 RAIN BIRD 1812-SAM-PRS-OQ 026 90 30 8' SEE NOTES c RAIN BIRD 1812-SAM-PRS-8H 0.52 180 30 V SEE NOTES CALSENSE ET-1-12-DR-TP-1-TP-110 W/ANT-1 CONTROLLER WITHIN 9 RAIN BIRD 1812-SAM-PRS-100 0.38 90 30 10' SEE NOTES STRONGBOX METERED ENCLOSURE SB-24SS/120V db RAIN BIRD 1812-SAM-PRS-10H 0.79 180 30 10' SEE NOTES CALSENSE FM-1.258 FLOW SENSOR RAIN BIRD 1812-SAM-PRS-10F 1.56 360 30 10' SEE NOTES FEBCO 1 1/2"825-YA REDUCED PRESS. BACKFLOW DEVICE WAN y RAIN BIRD 1812-SAM-PRS-12Q 0.85 90 30 1r SEE NOTES A STRONGBOX SBBC-30-AL ENCLOSURE y RAIN BIRD 1812-SAM-PRS-12H 1.30 180 30 1r SEE NOTES NIBCO T-585-70-66 GATE VALVE- 1\"AND BELOW (LINE SIZE). RAIN BIRD 1812-SAM-PRS-12F 2.60 380 30 1r SEE NOTES WATTS 403-RT-RW GATE VALVE-2"AND ABOVE(LINE SIZE) ' ♦ RAIN BIRD 1812-SAM-PRS-150 0.92 90 30 15' SEE NOTES RAINBIRD 33-DNP QUICK COUPLER VALVE v RAIN BIRD 1812-SAM-PRS-15H 1.85 360 30 15' SEE NOTES p1,Np SCHEDULE 40 LATERAL LINE- 12"COVER(SIZE PER PLAN).-NO 1/2"PIPE I 0 RAIN BIRD 1812-SAM-PRS-15SST-PCS-040 30 4'x 16' SEE NOTES PWP SCHEDULE 40 MAINLINE- 18"COVER(SIZE PER PLAN). RAIN BIRD 1812-SAM-PRS-15EST-PCS-040 - 30 4'x8' SEE NOTES _ _ PWP SCHEDULE 40 PVC SLEEVE-REFER TO NOTE 82 BELOW ■ RAIN BIRD 1806-SAM-PRS-1401 W/ 0.25 360 30 9 SEE NOTES C PA-80 ADAPTER DOMESTIC WATER METER BY CCWD 909.987.2591. OWNER TO PAY ALL NECESSARY W � ( VAR RAIN BIRD VARIABLE ARC NOZZLES FEES&PERMITS. ? /L.0 Jt •� A04 �, t m 3 /42 1 4 rOG • t z - , _ � / EQUIPMENT NOTES: _ / 14?0 /. I , 1 #�tlCT10N LOM C�1L.Cu.At10N1� 1. LOCATE ALL SPRAY HEADS 2"-8"FROM EDGE OF PAVING. J Iquilimm I' ` I i WATER Me! NO. 1 SIZE 1-1/1' 2. SLEEVE IRRIGATION WIRING UNDER ALL PAVING. 44• /4' '/4' /4. Q1 _� �m � � momm I ( ELEVATION W3 SLEEVE LATERALS UNDER ALL PAVING 1 FOOT AND WIDER(SIZE 2X PIPE SLEEVED). CARLOS SLEEVE MAINLINE UNDER ALL PAVING 1 FOOT AND WIDER SIZE 2X PIPE SLEEVED). �.4� � �� � � � � `. NFO.SOURI CUCAMONGA WATER DISTRICT\ .' STATIC PlvEeb. WMA Its LOW la 3. USE PCS PRESSURE COMPENSATING DEVICES ON ALL NOZZLES. ) 85 fs - 11/4' I144• T ` I F+f•IONE. S"-e01-2561 U 1 DATE CP III 1044 "S 4 '/4' '4 WALL /• '`• METER E1.EV. 9D3 ' O X AU . ►�,}�SC��> II 111112M= CONTIWL VAL M No. a a12: w ,� sl►r/r, ZP�, �s./�.l`'1. �lr —• V,41- VE MO. MAX ( g AX cerlArlD �,� �'1 �, A)IeEA—+ V 1_ YG $1Zr ELEV.CF W.4 EST HEAD 02 ` 3132 � 84.0 Pi AT ICV "& Pal 84.0 *I s�OWTURE QTY. 81Z[ - �•4 Q 02--- �" 1 1-1/2' WATER METER Is Pal s� I1r3 I W 1 1-1/1' PRESS W 94UL ATOR akili OAF) m Pal �' �44�OF CAIS I 1 1-1/Y DALdu PRtWlNtllt n PN 44114, !'LOW METER 12 Pal 4 5 J 1 1-Ia, MASS V LVI I& pw CITY COMMENTS I 1 1-1/1* MATE VAi 004 Pal CITY 4 - - DESCRIP 170N OF REVISION DATE -�/� yMAWNE O Im APPROVED I, MAI Lili , Cl TY OF RANCHO CUCAMONGA �T� VA LVI 2. IV,• IRRIGA TION PLAN "' �'4' LATERAL L� � �. _ 2a HIGHLAND AVENUE PARKWAY LMD 'f 12' 1.114, LATERAL LINE 33 Lal MW MULBERRY TO ERWMDA STORM DRAIN 2' 147 LATERAL LINE A04 r" FITTINTRACT N0. 15798 Olt FITTING LOSS 1101L) 45 Pal ELEVATION CFwdai lw-) -zJ Pal �p,C1DSCgpF APPIROWD BY &t& DATE "F BENCH MARK TOTAL SYSTEM LCIG& 43A Pel �,,q�Y L 3M/T ��9 (QTY ENGNEFR R.C.E. NO. 24953 UNDERGROUND SERVICE ALERT SET 2"BRASS DISK IN TOP OF CONIC. FWESSURE To OPERATE HEAD 30 Pa 3132 DESIGN 23436 Madero, suite 250 RECgUWNDED Mission Viejo CA 92691 Com. M �� RAILING STAMPED"CITY OF RANCHO TOTAL PM66UPW 11111 11lED� ,30 Pal a ^� RJ Phone 949.83115519 CUCAMONGA BM 10068 1987"AT THE LOWEST STATIC PM66URE AVAILABLE Mao Pel * " •� * DRAWN SJAFaceimile: 949.837.4992 SHE '-800 WESTERLY END OF HIGHLAND AVE. PRE-SET REGULATED PREWILI E IIF REQ'D) to Pal I02 � BRIDGE OVER ETIWANDA CREEK,AT RESIDUAL WATER PRESSURE no Pa y)� 4��� DJ L-2 of 9 227-2600 THE SOUTHWESTERLY COR. OF BRIDGE. Op cxvx CHECKED EXP. 1/30/2002 R.L.A. NO. 3132 DRAWING NO. W ""AWM DAYS WON MU aG ELEVA TION = 1404.554 CITY REGI'D RESIDUAL WATER PRESeuRE E-210 Pal JN DATE: MARCH 10, 2000 FILE NO. 1703-L 9H-FFT NO. 19 OF 2,5