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HomeMy WebLinkAbout1874-L DEVELOPER/OWNER LANDSCA E ARCHIT CTURAL LANS MAGYAR HOMES R CREATIVE BUILDING CONCEPTS ­-T AC NO63, T ■ 44 5105E uine Place Alta Loma, California 91737 EAST SIDE OF ARCHIBALD AVENUE SOUTH OF BASELINE ROAD Phone: 909-476-1106 Fax: 909-476-1022 LANDSCAPE MAINTENANCE DISTRICT NO . 1 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. BASELINE ROAD 2• AN 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 L-1 TITLE 5 H E ET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS L--2 IRRIGATION PLAN & DETAI L5 Q 51TE REQUIRED BY LAW. ciJ 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING L-3 CONSTRUCTION AND PLANTING PLAN & DETAILS . m MALVEN AVE. DAYS PRIOR TO CONSTRUCTION. L-4 IRRIGATION SPECIFICATIONS = 6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS FROM THIS REPORT VSHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L--5 CONSTRUCTION & PLANTING SPECIFICATIONS QPALO ALTO 5T. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY CHURCH STREET THE CITY ENGINEER. 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT 15 ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS, MAINTENANCE SHALL INCLUDE MOWING, WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRAPH,FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING AND ADJUSTING NECE55ARYTO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING FOOTHILL BLVD. ORDER WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.RECOMMENDATION. 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: * 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 NOT TO SCALE *BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6"WIDE X 6"DEEF CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,AND ADJUSTED AS NECE55ARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS *PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. *PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPOPT 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. STRUCTURAL ENGINEER: CIVIL ENGINEER: *PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. L-1Li —I( `y LBonaldo Engineering Goodman & Associates U 9480 Utica Avenue Suite 607 207 ' 9 Sky View Drive Rancho Cucamonga, CA 91730 Colton, CA 92324 143 , CU�AContact: Serge Bonaldo Contact: Doug Goodman 909-944-9992 909-824-2775 MALVERN AYE itLANDSCAPE QUANTITIES ARCHIBALD AVENUE Q O� =' 15 Galion Trees 5 - Platanus acerifolia 9 Pinus canariensis 9 5 Gallon 5hrubs�nes 192 - plants 0 DESCRIPTION OF REVISION DATE C� 15 � APPRaVED: 10 1 Gallon Shrubs 48 - plants P w CITY OF RANCHO CUCAMONGA " Wood Mulch 4,262 sq. ft. 0 y.., Ind TRACT NO. 16344 ,z Total Area (parkway) 8,473 sq. ft. (.19 acres) EAST SIDE OF ARCHIBALD AVENUE Sidewalk Concrete Paving (4' wide) 1,374 scat. ft. U � SOUTH OF BASELINE ROAD ARQHNALD AVE -- _ Total Landscape Area 7,099 sq. ft. TITLE SHEET Landscape Maintenance 40% of Landscape Area to be Hardscape 2,840 scat. ft. (Required) ��PN )SgpF APPROVED 8Y: � DATE: District Area �. CIN ENGINEER ���� ��, i RCE: 24953 Underground Service Alert <v O OS DESM PLAN �� Cobblestone Paving2,495 sq. ft. =' � N =1 GREEN GATE• Call: TOLL FREE � Q _ signature LnAMA/VBn„�/ /%f.✓/��v.�.� NOT TO SCALE Extra 1' sidewalk paving 342 sq. ft. 1-800 C(_ 9_30 ,, DR,N y SHEF7T 422-4133 * al Date * 11610 Mt.Whitntq Court•Alta Lama,CA 91737•RU 3251 AMA Total Hardscape Area 2,837 Sq. ft. (Actual) `P�-q� 2 Dote � � Anna M.Allias RLA98072• 325, ow►wn+c �0 5 TWO WORKING DAYS BEFORE YOU DIG OF L1FR.tJI NO CA AMA” DW December 9,2002 RX 1110 ' ?y— 1.... PROJECT SHEET No. _____ of TO SPRINKLER - AN®LE PIPE TO dTAND ALONE CONTROLLER WITH ANTENNA e SPECIFIED DEPTH WITH 45' ELLS IRRIGATION NOTES SCH 4a PVC MALE ADAPTOR "SNAP-T11f• WAifRPRDdF SCH S® PVC UNION ANT 1 ANTENNA F B •SNAP=Tlit`" WA7[RPR001` LR=R9 OUTYIBE OF fIlOY. WHITE CONNECTORS OR EQUAL INSTALLATION/LOCATION 4- CONNECTOR OR EQUAL z r BLUE < BRASS OR PVC NIPPLE PER CITY AND CALSENSE COAXIAL CABLE STRONG BOX MODEL Na. 1, NEW WATER MATER(SIZE PER PLAN),AS PROVIDED BY CCWD,15 REQUIRED AT ALL z ROUND PLASTIC VALVE BOX & ELECTRIC CONTROL VALVE 5B- 2455/t2ov. W S COVER ETCHED "IRRIGATION GATE" In z REPRESENTATIVE. } POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND WIRE SERVICE LOOP (LOOP p a o ; PLASTIC VALVE BOX ''`i'I' } ENOUGH WIRE TO EXTEND WIRE Q4 (CARSON OR EQUAL) m S ry±r11i;{ CALSENSE PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER,INCLUDING HOT c� ? MARKED "IRRIGATION RCV" I}Ii(I CONTROLLER MODEL NOTE: TAP AND SERVICE LINE.CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR BUNDLE 6" ABOVE GRADE) RED z { z (CARSON OR EQUAL) i if }ti(} NO. ET-2000 LR-RR ❑ ENCLOSURE TO BE GROUNDED p� < iO FINISH GRADE BLACK w ETCHED WITH CONTROLLER LOCAL CODE. GROUND ROD TO BE SPLICE BOX COVER WITH EPDXY FILLED WATERPROOF S o INSTALLED INSIDE ENCLOSURE,ON COSTS AND INSTALLATION PROCEDURES. CONNECTOR D AND VALVE SEQUENCE LOCKING TOP ETCHED 'S.B� IRRIGATION_ _CON_T_ROLLER Z � CALSENSE TP. 110 IN ® IL-- � CONTROLLER SIDE. 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PIG TAIL EXPANSION 6" MIN. FINISH GRADE 120 VOLT DUPLEX -+ CALSENSE HARNESS LOOP (MIN.24" LONG) n < OUTLET (GFCI) FINISH PRESSURE REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE, m I I .�, PLASTIC VALVE BOX (CARSON OR CALSENSE TP-1 BOARD c�A� " FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE.ALL EQUIPMENT SIZED AT GRADE IN LAWN AREAS ALL VALVE - 1 1/2" OR SMALLER WITH EQUAL) W1TF PLASTIC INTEGRATED DO NOT RUN CONTROLLER 40-STATION (REGARDLESS 3'-6' X 3'-6' X 6" CONCRETE STAINLESS STEEL HANDLE LOCKING LID PLACE AT GRADE IN OF CONTROLLER SIZE MIN 2X FOOTING INSTALL A MINIMUM 3 IN PLANTER BEDS WATERPROOF ALL FROM GFI PLUG. ) PER PLAN.INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, �(�( TURF AREAS AND 3" ABOVE IN SIDEWALK OF 3" ABOVE GRADE AND SLOPE _ WIRE CONNECTIONS TOP TO DRAIN AT MINIMUM OF 276 RESILIENT WEDGE - 2" OR LARGER WITH PLANT BED. � -- -- - MOISTURE TERMINAL STRIPS MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES.ACTUAL LOCATION OF I TE VALVE 2' OPERATING NUT - a. Z I I - .. -y NO OPEN ELECTRICAL "RING aD _ EPDXY COATED PIG TAIL EXPANSION x SENSOR SHALL BE IN CONTROLLER ___COMMON WIRE/CONTROL WIRES IN THE EQUIPMENT TO BE DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. I I-� I ' - LOOP (MIN.24' LONG) N = RWHERE EQUIRED FROM GFl PLUG' FIELD WIRES I3" SCH, 40 PVC CONDUIT. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUAR05HACK - VALVE 1� 6' ap - NOTE: „� 3" PIG TAIL EXPANSION ,� CONNECTIONS SHALL 120 VOLT HARE IN RIgD STEEL 90 DEG. (np) CGS-1 ENCLOSURE(SEE LEGEND),AND SHALL BE INSTALLED PARALLEL TO THE STREET I I CONTRACTOR TO INSTALL ,� WHITE j LOOP MIN. 24" LONG CONDUIT (PER LOCAL CODE) SWEEP ELL AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. 12' X 18' GREEN PLASTIC METER = SCOTCH LOK EPDXY FILLED k (COMMON) f I ( ) BE "OUTDOOR" TO POWER SIDE OF CABINET. CONNECTORS FOR ALL FLOW BRASS ANGLE BOX. CARSON OR EQUAL I z SENSOR WARE CONNECTIONS. BLUE 5 FLOW ( II= VALVE W UNION 4. THIS DESIGN 15 DIAGRAMMAnc,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS . -I INSTALL SCOTCH LOWS OF 14 - / NO CONNECTIONS 10" 16' °� IMMEDIATELY AF fER WARES 0D 3" I- _ IN CONDUITS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED INPLANTING AREAS e I p,P 3/4' WASHED ENCLOSURE MOUNT HEAVY DUTY WEATHER - RESISTANT LR-DOME ANTENNA PORT EPDXY INSTALLING FLOV! SENSOR. .d•;e. i •o• _ CRUSHED AGGREGATE - - - - -- PHOTO ELECTRIC SWITCH FOR SECURITY -- FILL�D Lp�ATE T E pF BOX. WHENEVER POSSIBLE.AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS, RED o a4 NOTES: LIGHT CONTROL AS REQUIRED PER PLANS. m INSTALLATION D�OQ�a '8N PER STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. 3 - gLf, I p o.Q ?0 I I 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES. SEE ELECTRICAL PLANS FOR ADDITIONAL CITY AND CAL NSE REP, MASTER CONTROL P .d•.o A - INFORMATION. ELECTRIC METER PER SCE I -- I. iv ;o'. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. B. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE .o'.p,P o p,P f�oW ° VALVE _ _ - I CALSENSE AN CONTROLLER O MODEL No. FLOW ME R -I SCH 80 PVC NIPPLE PER PLANS. REFER TO CONTROLLER i I I I o 0 o I F 3/4•WASHED cBusrleD I „I I I 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE INSTALLATION STANDARDS. SFiE PRIOR TO COMMENCEMENT OF ANY WORK ALL DISCREPANCIES SHALL BE REPORTED P •r•• ': DIAMETER SAME 3/4-AGOWASHED SH To BE CONTROL k COMMON WIRES OF REMOTE CONTROL VALVES. FOR DIRECTION IMMEDIATELY TO THE CITY. -- - : I I I a I- METER SIZESIZE AS PLACED IN FLOW METER AND MASTER VALVE BOX. -.:-_ __ _ 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH BRANCH OF SECURITY AS�GE ELECTRCAlIREO FINE d'•.'; _ DIAMETER SAME SIZE THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. A GROUND ROD 8. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND I=I _•Q P i PLANS FOR MORE INFORMATION. AS FLOW METER SIZE UTILITIES,PiPES AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE I �1 A I F 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED (OR BLACK) IN COLOR. N 2% STEEL VOLT WIRE IN RIGID Z21 VOLT WIRES. TAPED AND I I-I I� T=i I I I� MINIMUM DISTANCE DOWNSTREAM OF 2" SCH. 40 CONDUIT FOR STEEL CONDUIT (PER REPAIR/REPLACEMENT,AT NO COST TO THE CRY,FOR ANY DAMAGE OF SAID UNDER- UNINTERRUPTED PIPE SX DIAMETER 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. SECURITY LIGTH WIRING. LOCAL CODE) BUNGLED AT 15 FT. INTERVALS 3/4" WASHED CRUSHED OF FLOW METER SIZE)( BRASS NIPPLE FOR MORE (INFORMATION. lE>\ GROUND FACILITIES. - - AGGREGATE BASE 6. LR-DOME ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO AND BE OPERABLE 2 CU. FT. PEA GRAVEL SCH 40 PVC SXSXT TEE 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR NOTES: IN MULTIPLE FLOW SENSOR / M.V. PRESSURE SUPPLY LINE TO THE CITY YARD'S CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MINIMUM DISTANCE UPSTREAM OF INSTALLATIONS MAXIMIZE THE DISTANCE NOTE: VALVE CONDUIT FOR CONTROL OPTIMUM COVERAGE WITH MINIMAL OVER5PRAY ONTO WALKS,STREETS,WALLS,ETC. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE (1OX FROM THE "TEE" TO EACH FLOW SENSOR 1. INSTALL CONTROL VALVES A MiNIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PFR LOCAL CODE. VALVE WRING THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRE55URE COMPENSATING 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. DIAMETER OF FLOW METER SIZE) TO MINIMIZE TURBULENCE. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 8. FLOW METER AND MASTER VALVE WARE TO MATCH COMPONENTS FM RED do BLACK, NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: BLUE 4t WHITE, 1. WATERPROOF ALL WARE CONNECTIONS WITH EPDXY FILL. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 2. N AXIMIZE DISTANCE BETWEEN FLOW SENSOR AND MASTER VALVE. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 8. TREES,ETC.INTERFERE WiTH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO A5 TO VALVE NUMBER. VALVE NUMBER. PREVENT PROPER COVERAGE.THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD CI'T'Y OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE.ALL ADJUST- RO,ED B, SrgNDARn PLAN AIRD',Er; B" STANDARD PLAN AP'RD`'EE' BY SIANDARL PLAN AFAR;.`= B" STAN'DARr PLAN A"R;''Fr F• STANDARD PLAN A° ^' '•EI' P` ANngeU PLAN 24 VOLT SPLICE BOX VALVE FLOW METER INSTALLATION REMOTE CONTROL VALVE WITH CONTROLLER ASSEMBLY CONTROLLER ENCLOSURE MENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 540 - 3" Or smaller 518 518 SHUT-OFF VALVE & UNION 520 INSTALLATION -- TYPE A 524 TYPE A 522 TY ENGINEER CITY ENGINEER AT I t CITY ENGINEER DAT JS( WITH STANDARD SPECIFICATIONS FOR PUB_iC WORKS CONSTRJCTION 1'Y ENGINEER DAT USE WITH STANDARD SPECIFICATIONS FOR PI/BLIC WORKS CONSTRUCTION C111 ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRJCTIOK 9. INSTALL(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE TTY ENGINEER DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SLEET 1� 1 CI ENG( EE DA' USE WITH STANDARD SPECIFICATIONS FOR PUBL'C WORKS CONSTRUCTION SLEET 1 � 1 D F. USE WITH STANDARD SPCCIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 lY 1 SHEET 1 pF 1 SHEET l ff I SHEET I OF 1 THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH.PIGTAIL EACH ORANGE R.C.E. R.C.E R.0 E RCI A .CE .C.E. WIRE AT THE ENCLOSURE,INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. COAST GUARD SHACK BACKFLOW PREVENTER ENCLOSURE. MODEL (fCGS- ASSEMBLY 10. IRRIGATION SYSTEM 15 BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF) AND 2 INCHES OF WATER PER WEEK(GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A (4)PPLACES�ICAL NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 PM TO 5:00 AM.ONLY ONE VALVE ROUND PLASTIC VALVE OR k COVER: STRUCTURE OR ETCHED 'QC" (CARSON OR EQUAL) HARDSCAPING PER CONTROLLER SHALL OPERATE AT A TIME. HARDSCAPING(SEE NOTE 4) FIN ISH GRADE Ii. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH 6" MIN. NIPPLE POINT OF CONNECTION.THE MAXIMUM DEMAND OF GALLONS PER MINUTE 16 AS SPECIFIED. A•I } 01-ro�E�, A (t°Gto AT GRADE IN LAWN AREAS 18- SET - MUV_T 79 TAPER A 6' THICK X 1 Y WIDE THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE MULCH �- iv PRESSURE CONCRETE PAD (LENGTH VARIES _ - _1 I - - _ l I - REGULATOR _ _ _ _ _ SITE PRIOR TO THE START OF INSTALLATION.ANY CHANGES SHALL BE BROUGHT TO THE = FINISH GRADE _ _ _ '.'l' SEE LEGEND BRASS WYE PER SIZE/MANUFACTURER) I-III I I-III-III_ N -III I I-I ((-III- _ !: SLOPE TO DRAIN AT MINIMUM _ _ ATTENTION OF THE CITY. r _ FOR MODEL N STRAINER WITH _ _ _ _ _ _ -"' I III_ III AND BRAND 60 MESH 2X II _ I=-11I III 11 1[ -III I I III- MONEL SCREEN 11� FINISH GRADE I I -III-III I I III- 12. AUTOMATIC CONTROLLER TO BE A CALSENSE E72000- 8 STATION-LR(LOCAL RADIO) - I I� I-1 I I I=III I I - 1 0 KR W/TP7,TPITO AND LK DOME INSTALLED WITHIN A STRONGBOX(5B)2455/120 VOLT -I I-I I-I I L 33 DNP QUICK I:,III- I I UNION Pvc SLEEVE -III I I-I CONTROLLER/ELECTRICAL ENCLOSURE.MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TDP COUPLING VALVE - I -I I a REQUIRED FOR I=I _III W. I=I I I I OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. = I- j WITH PURPLE r ti?. *: _ - - RUBBER CAP I I I _j1-_ PIPE THROUGH i _III CLEAN BACKFILL - SEE -) I I CLEAN BACKFILL - SEE I � -I �' _:' I I � CONCRETE PAD � SPECS. FOR MATERIAL. SPECS. FOR MATERIAL. PROVIDE ATRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM SHALL BE I I STAINLESS STEEL -I I I I 1-- -I I I-I _I I 90% COMPACTION REQUIRED N I-I I I 9OX COMPACTION REQUIRED 11=III SCREW CLAMP I I= p - III I-III- III-I I_I NIPPLE - TYPICAL El _ OPERATIONAL PRIOR TO THE C"YS ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE AND -I MINIMUM (3) PLACES =I I I I Z I FROM WATER SOURCE�I I I= (2) PLACES -III I I o _III I I- ORIENTATION OF THE LR-DOME BE A5 DIRECTED BY A REPRESENTATIVE OF THE CITY MAINTENANCE z -I SCH 40 PVC MALE PROVIDE 6" MIN. OF SAND i NON-PRESSURE LATERAL LINE: SECTOR. 3/4" WASHED I I- - II =I I-I _ aoI IC+ 90X COMPACTION I - ADAPTOR BEDDING AND SHADDING SCH. 40 SNAKE PIPE IN III- I-I I I REQUIRED i�- I lm j I I I Ell °° --� III i eD CRUSHED . �... -. _ iI I-I I _ _ TRENCH 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL AGGREGarE BASE >. > !. 1 :.A. -I I_. _ _ - BE RESPON515LE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER.ELECTRICAL !: >.; ° ,:* �, - I I-III=1 =III= 1L .� - _ O METER _ I_I I_I I _ = 1 _ -III I-I I III PRESSURE SUPPLY LINE: CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE SCH 40 BRASS NIPPLE L _ SCH. 40/CL. 315 SNAKE =1 11= III- LINE TO SYSTEMS -I I I-I . . ' '' .. . -III= III PIPE IN TRENCH DEVELOPER SCH 40 BRASS NIPPLE - III-III- CONTROL WIRE SLEEVE - IWRXX 90°STREES LL ELL I-i I -I ELBOW I-III SIZE PER PLAN INSTALL I i I 24' LONG RIGID PIPE AND RELATED FITTINGS SHALL BE PER �' ' 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO TYPICAL (4) PLACE - ADJACENT TO PRESSURE LATERAL FIT IN MARLEX 90°STREET ELL CUCAMONGA COUNTY WATER DISTRICT STANDARDS. III-I -( III CONTROL WIRE - BUNDLE SUPPLY UNE BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO AND TAPE AT 15' O.C. AND NM!-PRESSORS LATERAI LINE TYPICAL RI PLACES NOTE: CONSTRUCTION. I-III - _ -I I I-I I I _ iT. I I-I I INSTALL ADJACENT TO _ �. . . . . 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED 50 THAT THE TOP OF -I I II - _= PRESSURE SUPPLY LINE -III-I i- _'_I I I PRESSURE SUPPLY LINE Mr�r-c Or i}Yi. ANT;-DRAIN VALVE AS REQUIRED 1. INSTALL PER LOCAL CODES. �� --I I i- I i THE SPRINKLER HEAD 15 1/4"ABOVE FINISHED GRADE. I ' _ _iI 111 1 _ = SLEEVE - SIZE TWICE _ _ g SCH 40 BRASS 9CP ELL 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY I-III 1=1 -III- DIAMETER OF PRESSURE III-III I I III II F• IOGiE�U 1•K 6 (ROM WJFS,MIBS BARD7Ap1MG,1p5 RiPS, STRUCTURES OR HARDSCAPING. ( _ PROVIDE 6" MIN. OF SAND SUPPLY LINE I I-� 6" TYP SCH 80 PVC 90° 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) BEDDING AND SHADDING 3. :• A P.F+VALVE ANC PRESSUk COl4A75ATf1C MOUNT TET COCKS ON OPEN OR NON-STRUCTURE SIDE. A1''.OX.'- NLt.�.^slt' STREET ELL SCH 40 BRASS 90° 4. ORIENT UNIT PARALLEL TO STREET. NON-PRESSURE LATERAL STREET Ell PRESSURE SUPPLY LINE SLEEVE - SIZE TWICE 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. LINE FITTING 4 REBAR STAKE NOTE: DIAMETER OF NON-PRESSURE 6. DIALETiC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE IRRIGATION LEGEND PRESSURE SUPPLY LINE 24' LONG) VALVEDISIMI METALS. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. "OTE.. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 7. VALVE PER INE 518 REQUIRED BEFORE BACKFLOW PREVENTER 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. WHEN MAINLINE IS 3" OR LARGER. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY Symbol Manufacturer and Description P51 Rad. GPM NOTE: B. IF REQUIRED, PRESSURE REGULATOR TO BE INSTALLED ON STD. N0. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 3" AND URGER 24' MIN. DEPTH 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. INLET SIDE OF BACKFLOW LOOP. STRUCTURAL SECTION). Rainbird 1812-5AM-PR5-5 Series shrub spray CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA PRD JEU BY� STANDARD PLAN AP c'RD VEL BY, STANDARD PLAN APPRC;EG B` REDUCED PRESSURE S'ANDAPD PLAT: A I n''E' RS7ANDAPU PLAN APPRC JEC B`' SI AItUARU PLAN V Half 30 5' 20 HI-POP SHRUB SPRAY 539 QUICK COUPLING VALVE 538 BACKFLOW PREVENTER 517 TYPICAL SLEEVING 533 TYPICAL TRENCHING 532 CITY ENGINEER DATEUSE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER " DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CII. ENGINEFR DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WCR,: CONSTRUCTION CI-Y ENG±NEEP DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLK WORKS CONSTRUCTION W Quarter 30 5 .10 CE SLEET 1 1 R.CE SLEET 1 OF 1 R.CE SHEET t OF 1 RCE A SHEET 1 1 RCE SHEET 1 1 Rainbird 1812-SAM-PRS-8 Series pop-up shrub spray CITY OF RANCHO CUCAMONGA V Full 30 8' 1.05 PRESSURE CALCULATION FORM OTY. SIZE REM P.S.I.LOSS d Half 30 8' .52 WATER METER r 1" WATER METER 2.2 ELEVATION 1328.0 1-1/2` PRESSURE REGULATOR(FALL-OFF) 3.0 Third 30 811 .35 STATIC PRESSURE HIGH-114,LOW-104 i" R.P.6ACKFLOW DEVICE 6.7 W Quarter '� 8' •26 PHONE NUMBER Bog-887.2681 r MASTER VALVE 2.8 NOTE: RCE INFORMATION CCWD FLOW METER .5 Minimum lateral line size DATE OF INFORMATION 12-5-02 1-11Y GATE VALVE(S) .1 1-11'2" MAIN LINE .53 Rainbird 1812-SAM-PRS-10 Series pop-up shrub spray SLEEVING NOTE: CONTROLLER NOTE: Reduced pressure backflow assembly and to be 3/4". H.G.L.MEAN ELEVATION WA r R.C.V.ASSEM5LY 5 Provide lateral and mainline Provide controller and r-nclosure WATER METER ELEVATION 1323.0 140 L.F. 3/4" LATERAL LINE 2.4 V Full 30 10' 1.58 enclosure per legend. Locate in planter 70 L.F. r LATERAL ENE .74 2.5X.433"1.5 20 LF. 1-1/4" LATERAL LINE .46 �f[f sleeving under all hardecape. per legend and locate outside area behind rock beds. Screen with 10' .I.7 REMOTE CONTROL VALVE c-1 sIZE:r FITTINGS Lo55(tOi) .36 Half 30 project wall, see Detail3 522& shrubs per planting plan, Sheet L-3. MAXIMUM DEMAND 18.2 G.P.M. ELEVATION CHANGE(r3.� 1.5 V/ Third 30 10' .53 524,this sheet. ELEVATION OF HIGHEST HEAD •326.5 TOTAL SYSTEM LOSSES 27.56 BIBBBIBBIBBBI3/ 1-1/4' 1• 1. 314' ---'�1 -^ PRESSURE TO OPERATE HEAP. 30.0 W Quarter 30 10' .39 514' 3/4' _-.y___ - -.___, _ ;. _ I TOTAL PRESSURE REQUIRED 57.56 _ ''` LOWEST STATIC PRESSURE AVAILAMLE: 104.0 -. - -- _- - .- REGULATED FRE95URE(IF REQUIRED): 78 �I, RESIDUAL WATER PRESSURE: 20 e- CRY REQUIRED RESIDUAL WATER PRESSURE: 15-20 MM Water meter per CCWD 909-987-2591 R.D.W. - . P Febco 1 Reduced Pressure Backflow PrPVention Assembly-825-Y-6V-1.00 - .� fi�✓ ✓ _ �'` 3/4 _ - - i-:d .�_�f 1�.'�...�C�.�. 'i(_.!cf]_✓n. --�- - -moi 2 *f:' _ r. In Coast Guardshack stainless steel enclosure-CGS-1 with lock F ;-> r. `. rC} r _ -_ _ - I: M C CC \ A OTCO C C C C c�� C DvfiC may: r- © Master Valve,Superior 3100 Normally open Electric Diaphragm _ - -v-v- u ^r D? aIn me ro eto, Globe Valve- size 1" graph,is clarity onky. 3/4" ® 1-1/2"Wilkins 500 series Pressure Regulator,get at 78 1-1/4' 1.1/r•� _ = 1-1/2" �-•1-114' H Rainbird BVi50FP Brass Isolation Valve /� ""'j ,_ ` f�aM•NNNNta -.- - -. - - �/f�fMf�aN �MN N . NN V � ___-_-_-------------------------------------- © Caisense FM-15 Flow Meter ARCH I BALD AVENUE DESCRIPTION OF REVISION DATE : ® Calsense 8-Station Controller(RET 2000-8-LR-RR w/TFI,TP110 and LR-Dome, install In Strongbox 58-24-551120v Controller Cabinet CITY 0 RANCHO CUCAMONGA Rainbird EFB-PRS-D 1"Automatic Control Valve,in Carson valve 1" C-1 727 s .ft. 1" C-4 975 g .ft. 1" C-3 921 g .ft. Set all valves and quick TRACT NO. 165344 box or equal Note' 19.2 18.7 p planting 15.7 couplers in lantin areas Mainline shown in paved away from tree rootball areas. EAST SIDE OF ARCHIBALD AVENUE areas for clarity. Run 1" C-2 814 g •ft• 1" C-5 825 g •ft, SOUTH OF BASELINE ROAD mainline in planters where PLAN C Ralnbird 33DNP Below grade Quick Coupler-set at maximum 150'o.c. possible and out of tree 14'0 18'9 IRRIGATION[' PLAN in Carson valve box or equal rootball areas. POINT OF CONNECTION: r1DSC & D L i AI LS Schedule 40 PVC Mainline(install in sleeve below paved areas) • Existing Static psi - 104 psi, per CCWD, 12-5-02, by Raymond A. �P A� Schedule 40 PVC Lateral Line • Maximum System GPM Demand-19.2 he ��� P,LLI SS`j APPROVED 8Y: DATE: 5 c- �• � � CITY ENGINEER RCE: 953 System operating pressure designed for 30 psi at ad Underground Service Alert Meter Elevation : Approx.1323.0 � Z� N DESIGN PLM PRfPK9tE'U 9Y: I�DO i ED -_= Sleeving, Schedule 40 . New 1"water meter, location and connection cr M •GREEN GATE• cz�L Per Call: TOLL FREE J Signature AMA" CCWD 1-800 O✓ 9-30-0+ na„i/rn�r- . !/irFn�F • Potable water ♦[ Renewal Dote * DRAW SHIM 422-4133 J, 11640 Mt.QUhitnn'Courr*Alta Loma,cn 91731•xu 3151 AMA" •909-989-8072• L-2 QF 5 TWO WORKING DAYS BEFORE YOU DIG SCALE: f = 20'-0" ATF OF- CAL�FO� CHECM Anna M.Alllsai,RLA 1111l No 3251 DfW1tlPiG NO. AMA/V5 (�h December 9,2002 F 1 � 14'- PROJECT SHEET No. ----- of N NOTES: R t. REMOVE NURSERY SEAKES I ' 1 STORM DRAIN/UNDERGROUND 2. PARALLEL.STAKES TO BE PLUMB AND I BCR l UTILITIES 1 ' 3. STAKE TREE PERPENDICULAR v TO PREVAILING WIND. 4" OF COMPACTED WOOD CHIP N / HARDSCAPING (CONCRETE HEADER, MULCH. *TOP TIE TO BE PLACED AS LOW \J W E l MIN- UTILITY --_ - -T-J/ ' I i CURB & GUTTER, SIDEWALK, ETC. TOP OF STAKES BELOW HEAD � - Z L S.L. FINISH GRADE ONE HALF OF SPACING AS POSSIBLE I N THE TRUNK To OF TREE WHERE SPECIES GROWTH -+. w, SIDEWALK ND REQUIREMENT BUT NOT SOFOR W LOW AS FLEXING LOSE SUPPOF THE ORT 7 S p� = o IIMIT OF PLANTER AREA HABIT PERMITS OR ALLOW THE HEAD TO DROP. MAIN TRUNK e �C--_ ---------- 12" TIGHTLY COMPACTED 3" BERM TO FORM TOP TSE TO SI PULED AS <: ----- -- METER \J `� DEPRESSED WATERING BASIN. * �PACEEDD 24F APARTATTACHA�H WITH TRUNKTOALLOW FOR WIND CURB AND GUTTER 10 5' UI TOP OF ROOTBALL TO EXTEND 2• > TOP OF STAKES BELOW MIN. GALVANIZED SCREWS TO 3• FLEXING OF THE TREE. BUT ABOVE FINISH GRADE 4' WOOD CHIP MULCH. HEAD OF TREE WHERE ORIGINAL GRADE \� TOP OF 2- AVOVE TO `� NOT SO LOW AS TO LOS SPECIES GROWTH HABIT PERMITS. � NATIVE BACKFILL WRAP NO ROCKS EXTEND 2• AE'OVE 12• MAXIMUM + � LODGE POLES. SUPPORT (R ALLOW �^ _ GREATER THAN 3• DIAMETER. FINISH GRADE 1� THE HEAD TO DROP. &1 '.•) -I TDP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN. MAIN TRUNK Z 2" DIA. LODGE POLE PINE STAKES > , 3• BERM TIGHTLY COMPACTED IN ��� (2) SETS OF CHIT TIES SPACED 24' =III --III-III --III -III- I III- PLACE TO FORM WATERING BASIN. 2- ABOVE FINISH GRADE DRIVE A MIN. OF 6• INTO UN- SCRR�A ATTACH LODGE C GALVANIZED R __ Z DISTURBED SOIL AND POSITION -LTi- -ATI-I IIT(III I1 I- -III, I= -III= ORIGINAL GRADE STAKES OUTSIDE ROOTBALL. 12-MAX. �- 2• DIA. LODGE POLE PINE STAKES SIDEWALK FV -III 11-i I I- I-III=-III-I I I INTO I=I I l I I-1 I LCE O FORM WATERING UNDISTURBED�SOSLOAND POSITION I APPROACH p y I J _ _ 3' R SHOVEL CUT EDGE COMPACTED - - _ - - - _ (BASIN.LOCATED OUTSIDE OF - ---- -- - - - ----- Q NATIVE SOIL `"� I I I I I I -III-III I III I II I II I I II III II I�_I I I - STAKES OUTSIDE ROOT BALL. ARBOR GUARD IN URF � AND - -B A�( T - -i -- - PUNT PIT. CUR I TOP OF ROOTBALL EQU 1=1 ROOT BALL -III fI I ROOT BALL I I-III-i I I- III -i( FRONT YARDS. MIN. MIN. SN. INION. "'o -1 I I I 1111 I (�I /- ABOVE FINISH GRADE. -I -- i _ _ _ PLANT PIT TO BE (2) TIMES THE III- - - - --. I- -PLANT PIT TO BE (2) TRIES THE IM( =III UNDERGROUND I 1--1�- 11-11 -II-III-._III--Ill -III-I�I__I I- III-III-I i=1� "III--I(I- NATIVE BACICFaL WITH TIGHTLY COMPACTED 3' BERM TO FORM STRUCTURE e9. 1 -III-I I 1-Ill-III-III-1 I-1 I I WIDTH OF THE ROOT BALL. __ _ ___ _ _ WIDTH OF THE ROOT BALL. NO ROCKS GREATER WATERING BASIN FOR RESIDENTIAL AND CATCH BASIN 1=1 l =l 1=1I --1 I=III=1 11=1 I==III THAN 3' DIAMETER =1 I - _- GROUND COVER INSTALLATIONS LOCATE TRANSFORMER VAULT. I_ -III I-i-I I -III -AAAI I I -III-III-I �I I I: - ROOT BALI III I OUTSIDE OF PLANT PIT. BERMS IN URF NOTES: _III-II I l-III-III-III-11 III II-III--�I��I -III-III-I -II I PLANT PR TO BE (2) IM 41 Ir _- 1= ARES TO BE REMOVED PRIOR TO CITY 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL NOTE: HI1=1I1=III=1 =1 I I 1=III-=1 I TI I1 11rI III TI II III VIII I--- I�1-�I r1 TIMES ROOT BALL. OF _I I II I _ ACCEPTANCE NOTES: _ _ _ /� 11 CE SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. I 1 I-i I-III-III-1 I 1=_I I-III- _ _ -- -- 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL I II-_ _ 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PUNS AND BLEND SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NATIVE BACKFILL WITH NO _ I m ROCKS GREATER THAN 3• III-III-�I�_ I III - I- ---III= 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT INTO EDGES AT GROUND COVER AREAS. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. DIAMETER. �-NII- �_�=i I I-i I-i -I f_=TCT=1 - I�=jJJ _-;I L� CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. UNDISTURBED NATIVE SOIL. _) -III-III-III-III-III--III=1 II I - I / 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR UNDISTURBED NATIVE SOIL. _ _ _ _ I -1 PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER UNDISTURBED NATIVE SOIL i i Ili NAIL--III--III-III -II-III-j I, jIIi I SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING I-= 1I-II =1 I--)I I- I I 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. -III-NII=-III _ I_i- ROOT BALL I NATIVE BACKFILL WITH NO FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES NOTES. - , -1I OWNED WATER & SEWER LATERAL LINES. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE I I=III CIN OF RANCHO CUCA MONGA D.The City of Ramis cuca rouge show have the sole responsibility!SOce"or n)ectIng any Submittal item son approved 3.Use 8"diameter x 8-t/4"deep round photic valve box for all quick coup"valves. Carron Induetries d'808-12 with gross G.High Voltage Wiring for Automatic Controller. PLANTING AND IRRIGATION SPECIFICATIONS equal to the equipment and materials Noted on the Drawings and Specifications. fla-bck cover or approver equal. SPRINKLER IRRiGAT10N SPECIFICATIONS 1.06 GUARANTEE M.Control Valve boxes: 1.120 volt power connection to the automatic controller shsN be provided by the Contractor. 2.All electrical work shall conform to local codoo,ordlnar •and union authorities having Jurisdiction. PART 1-GENERAL A.The guarantee for the Irrigation system shave be made In secorJamoo with the attached form. The General Conditions and 1.Use 10"x 10-314"round box for all gate valves. Carom Industries 8910-126 with green bolt-down cover or approved equal. Supplementary Conditions of these Specifications shall be Aced with the City prior to acceptance of the Irrigation system. Extension•leave Shall be INC with mfnimum size of aN(6)Inches. H.Remote Control Valves: 1.01 DESCRIPTION D.A copy of the Guarantee form Shah be Included In the operations and maintenance manual. 2 Use 9-1/2"x 18"x 11"rectangular box for all electric control valves. Larose Industries t 1419-120 with green bolt-dam cover or 1.InetaH where shown on the Drawings. When•grouped together,avow at Isaet twetvs(12)Inehe@ between adjacent vahr A.Seeps of Work Provide AN labor,materials,traneportxtim,and sofess necessary to fur loh and Install the Migotbn System as shewih opproved equal. bows. Install each remote control valve In s separate valve box. on the Drawings and described herein. C.The guarantee form shall be re-typeA onto the Co+Ovewes letterhead and shag contain the following 1 fa, lomr. 4.Use 9-112"x 16"x 1P rsetangulx ba for ave electric control valved installed with!oh-grade landscaped areae. Carson I.Flushing of System: D.Standards: AIt work and motorists shag comply with gover"codes,safety orders,standsn►s•and regulations,and Most the minimum GUARANTEE FOR IRRIGATION SYSTEM Industries 111419-12D with green bolt-down cover or approved equal. requirements of the Standard Specklcatlons For Public Works Construction(Green Book)latest edition. 1.After ave new sprinkler pipe Naos end riesi are In ptwe and com ft-W,aN nxe@Sry&omviort wm+has been completed, We hereby quarantse that the Irrigation system we have furnished and installed is fees from defects In materials and work mm".and the 5.Use 10"x 10-114"round box for all quick coupling vow@ installed within on-structure landeeoped SnSse. Cargo"Induetririss No. and prior to installation of sprinkler heads,the control valves shall k opened and full head of water used to flush out the system. 1.02 QUALITY ASSURANCE 8 REQUIREMENTS work has been completed In accordance with the Drawings and 5peckloaUme,ordinary wear and tear,unusual abuse,or neglect excepted, 910-125 with green bolt-dove cover or approved equal. We agree to repair or replace arty defects In material or workmanship which may develop during the period of one year from date of 2 5p4mkler heads shall be Installed only after flushing of the system Not been accomplished to the complete ss lefactlon of the city of A.Permits and Fee@: The Contractor shall obtain and pay for any and oil Permute and all obsewatfone as required. acceptance and also to repair or replace any damage resulting from the repaMng or replacing of such defects at no additional costs to the N. er Heade t3prInkl Rancho Cucamonga. D.Manufacturer's Directions: Manufacturer's dkections and Aetaned drawls shall be followed In all cases where the mmufacttmro of City. We shall make such repairs or replacements within a reasonable time,an determined by the City,after receipt of written notice. In f1S 1.All er heads shah be of same Site, and deliver ciao same rate of on with the diameter or radius of J.Sprinkler Heads: articles used In this Contract furoieh directions covering point not shown In the Drawings and 5pecklcatlone. the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the City,veno sPrinkl �• P^°dPit� authorize the City to proceed to have SAM repair*or replacement•made at our expense and we will pay the costs and charges therefore throw,pressure,and Alec iarge as shown on the Drawings and/or speckled In these special provisions. demand. 1.Install the sprinkler heads b designateA on the Drawings. Sri trhMer heads to be hhetalled In this work shall be equlvslemt M all C.OrdinancesReg and Regulations: Ail local,municipal and state laws,and rules and regulations goveming or relating to any Portion of this upon 2.Spray heads shall have a screw adjustment. respects to those Itemf2ed, work are hereby Incorporated Into and made a part of the"Specifications,and their provisions shall be carried out by the Contractor. Anything contained In these Specifications shall not be construed to conflict with any of the above rules, regutstims,oruirement#of the PROJECT: TRACT 163344,ARCHIDALD AVENUE STREET FRONTAGE req - ___ 2.Spacing of Meade shall not exceed the maximum Indicated on the Drawings. In no w"shall the spacing exceed the maximum recommended same.However,when these Specificatlont and Drawing@ call for or describe materials,workmanship,or construction of a better quality, EAST SIDE OF ARCHIDALD AVENUE SOUTH 3.Riser units shall be fabricated in accordance with the details Shown on the A -mb go. by the manufacturer. higher standard,or larger size than is required by the above rules and regulstlone,the provlelone of these SpeclAcatione and Drawings shall LOCATION:_ OF BASELINE ROAD __ ___ take precedence 4.Rleer nipples for an sprinkler heads shag be the same size as the riser opening in the sprinkler body. 3.04 TEMPORARY REPAIRS SIGNED. D.Explanation of Drawings 5.MI sprinkler heads of.he Same type shall be the same manufacturer. The City reserves the right to make temporary repah•s as motee@ai y to keep the sprinkler eyetei equipment In operating coindltfon, The ADDRESSED: exercise of this right by the City shall not relieve the Contractor of his responsibilities under the term@ of the guarantee as herein specMfed. 1.Due to the Scale of the DrawAnge,k h not pe@eible to ldleate all offsets,fitting,sMsves,ate..which may be required. The Contractor 0.sleeving: . shah carefully h weetfgate the structural and finished conditions affecting all of his work and plan his work accordingly,furMshed such SNE: DATE OF ACCEPTANCE: 3.05 EXISTING TREES Attfngs,etc.,as may be required to meet such condition@. Drswing@ are generally eliaremmatic and Indicative of the work to be Installed. 1.Sleeving under hardecope or paved areas for malmlIne,lateral lines or control wirhhg shall W Schedule 40 F.V.C.or approved The work shall be installed in such A manner as to avoid comf acts between the Irrigation system,Planting and architectural features. PART 2-PRODUCTS actual. Where it is neceoSey,to excavate adjacent;to ealetlg tress,the Contractor shall use sr*possible care to avelA Irtjhtry to trees and fres roots. 201 MATERIALS P.Vandal Resistant Controller Enclo@urs. Excavation In areas where two(2)Inch and larger roots occur Shall be done by hand. AN roots two(2)inches and larger in diameter,except 2.AN work called for on the Drawings by notes or detane such be furnished and meta"sd whether or not speeMcally mentioned in dlrectly in the path of pipe or conduit,shall be tunneled under and shall be heavffy wrapped with burlap to prevent scarring or ew:esslve the specifications. A.General: Use only new,matetiefe of brands and typos motel on drawings, specified here!,or approved equals• i.Controller enclosure shall be of size sed typo shown an the Irrigation Drawings and Ir igstlon Dotall sheet. drying. Where a ditching machine Is run close to trees having roots smaller than two(2)inches In diameter,the watt of the trench adjacent to the tree shall be hand trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall be painted with two:oats of Tree 3.The Contractor Shan not wW ufy hrotam the ittigatbn system*s sham on the Drawings when it is obvious In the field that 6.PVC Prsee ure Main Line Pipe and Fittings: 2 A bockboo, shall be secured to the controller enclosure housing to provide a base for moumnting the automatic sprinkler Seal,or equal. Trenches adjacent to tree should be closed within twenty four(24)hours;and where chi@ Is not possible.the side of the trench obstructions•grade dlffemnoet,or Alocrepanctes In area Almenefoms exist that might not have been eoneldered in engImeerfng, Such adjacent to the tree Shall be kept shaded with burlap or Games. obstructione or differences should be brought to the attention of the City of Rancho Cucamonga. In the event this notification Is not controller and terminal strip. L Pressure main Ilse piping for sizes 2"and larger Shaw los PVC e 315. performed,the Contractor shall assume full reopmelbility,for any revision necessary. Gard3.06 FIELD QUALITY CONTROL 2.pass 315 pipe shah be made from an NSF approved type i,Garde I,PVC compound confvrndng to ASTM res!specification 3.A 117 volt dupla Sax shall be Prodded with an On/Off switch,and a i17 volt receptacle. Mewl conduit shah run from the 117 1.03 SUBMITTALS DI784. All pope must meet requirements an set forth In Federal Specification PS-22-70,with an appropriate standard dime"fon volt supply to the control er housing. All power within the housing shall be properly phased, (S.D.R.)(5olvert-weld Pipe). A.Adjustment of the System A.Material Not, 4.A terminal strip shag be provided,dearly Indicating the proper points of connection of all appropriate wiring(ststlon valves, 3.Pressure main One piping liar shot 1-112"and smaller @hall be PVC Schedule 40 with solvent welded joint*. 4. valve.common,central control). 1.The Contractor shag flush and adJ<ret all sprinkler heeds for optimumperforme"oe and to prevent On'epray onto Solite,roseAvaye,Avid1.The Contractor shah furnish the articles,equipment,materials,or pm ! 00 by speel}i@d by naethe Drawings m/ bugdings as much at posofble. 3peeMfcatione. No substitution will W showed without prior written approval by the City of Rancho Cucamonga. 4.Schedule 40 pipe shag be made from NSF approved Typal,Grate/PVC compound confarmIng to ASTM res!opocfcatlom Q.Mlecellansous Irrigation Equipment: M785. All pipe must meet requirement*as set forth in Federal Specification PS-21-70. 2 N It le determined that adjuetmente In the Irrigation equipment will provide Proper and more adequate coverage,the Contractor shag male 2.Complete materiel list shall be submitted prior to performing any work. Material Net shall Include the manufacturer,model 1.Refer to the Irrigation Ile me for mime and types of mteceNamemo irrigation oTilpme"t. such a4ustmentt prior to planting. Adjustments may also Include changet In nozzle 012es and degrees of arc as required. number,and description of all materials sed equipment to be used. Although manufacturer and other information may be dfffm v , 5.PVC*oWnt,weid Attfngo shall W Schedule 40,11.1 N5F approved conforming to ASTM test procedure D2466, the following is a guide to proper submittal format: 2 All miscellaneous Irig:tlon equipment shall be as speckled or approved equal. 3.Lowering raised sprinkler heads by the Contractor shag be accomplIshad within ten(10)days after notification by the City. Item No. Description Manufacturer Mods!No. 6.Solvent cement and prhmer for PVC solvent-weld pipe abd fittings shell W of type and Installation methods pre@crroed by the - manufacturer. PART 3 EXECUTION 4.All sprinkler heads shall be set perpendicular to flnf@hed grades unless otherwf@e designated Drawing*. the Dwinge. 1 Deck ow,Prorenter F- 826-Y-DV 2 Automatic Controller Colleen" ET2000-24-LR-RR 7.All PVC pipe must bthe following maw"" 3.01 ODSERVATION OF SiTE CONDITIONS 6.Rain bird EPB-CP-rR5 valves will b@ set per neve so that each later.)operates at A004m Presser. 3 Master Valve Superior 3100 RCV D.Testing of irrigation System: 4 Etc. Etc. Etc. a Manufacturer's minis A.All scaled di stoma are approximate. The Contractor shag check and verify of olzs dimensions and noeoive-,Travel from b.Nominal pipe size the Gly of Rancho Cucam-mga prior to proceeding with work under this Section. 1.The Contractor shall request dee r seance of the qty of Rancho Cucamonga In writity st least 48 houro In malvanc*of testirtil. }migation oubndttwl must be specific and complete. AN Ito"mus:ey Holed and should indude advent.primer.WK eomectors, G.Schedule or Glees valva,boxes,atc. No copies of manufacturer's titersture(catalog cuts)are required ore submittal Information. A.Pressure rating in P.S.I. D.Exercise extreme care in ewvvatfng and working sox existing utilities. The Contractor shog be roeponNMe for damages W 2.Test all pressure Ilnee under hydrostatic pmb@evre of 150 pounds per square Inch and prove watertight. s.NSF(National Sanitation Foundation)approve! utilities which are caused ay his operations or neglect. Check existing utilities drswfnge for exleting utility locations. 3.Equipment or msterfals Installed or fury ieheel without prior approval of the City of Rancho Cucamonga may be rejected and the f.Date of extrusion Contractor may be required to remove such materials from the site at his own expense. C.Coordfnste inetallatlor of sprinkler msterlale including pipe,so there shall be no Interference with utilities or other Note:Testing of pressure main lines shall occur prior to In@taHstion of the electric control valves. 8.All fittings shall Sex m the manufacturer's nae or trademark materfsl Asekj"stlen,ohs.applicable I.P.S.echo"and NSF seal of constructlon or difficulty m planting tress,shrubs,and ground covers, 4.Approval of any Item,aftermative or Substitute Indicates only that the product or products apparently meet the requlremerts of apphroval. 3.All plpinq under paved area@ shall be tooted under hydrostatic pressure of 150 pounds per square Inch and proven watertight the DravAmp and Specklcatloms on the bade of the Information or samples eubmitteal. D.The Contractor shall carefully check all grades to satisfy himself that he may @ably proceed bef»re starting work on the prior to paving. 4.Approval of any item.alternative or Substitute Indicates only that the product or Products apparently Meet the requirements of PVC Hon-Pressure Lateral Lime Piping: . "ation oystem. 4.Su@taln press re In Hees for not less ciao sloe(6)houro. R leaks develop,rePisex jolts and repeat toot until entire system IS the Drowingo and Specifications on the basis of the information or samples submitted. 1.Non-pree@ure bulled lateral Ilse piping shag be PVC Schedule 40 with solient-weld Joints when Installed In planting arose. 3.02 PREPARATION Proven watertight. 5.Manufacturer's warranties shag not relieve the Contractor of hl@ NallAty under the quarimteo. Such werrartfee"only 5.Ag c tests Shan be meek !the of the General Contractor sin the of Rancho Cucamonga. No wpplement the guarantee. 2 Non-pi lateral gee pfpimg Installed under paveel areas @Man be PVC schedule 40 with solvent we►el@d jdmtt. A. �1 � � Pmsse"se �' � fit. pipe shall be backfilled until it has been observed,tested•and approved in writing. D.RECORD DRAWfNG5: 3, Pipe shell be made from NSF approved,Type 1,Grade 11 PVC compound conforming to ASTM rein specification D1784. All 1.Prior to inetalistlon,the Contractor Shaw oke stake out-N prSeoul r supply lines,routing and location of sprinkler hasds, pipe must meet mquirememto set forth in Federal Specification P5-22-70 with an appropriate standard dimension ratio. 6.Furnish necessary ranee pump and on other toot equipment. 1.The Comtraetor Shan provide and keep up-to-date a ODmmpled we set of blue"is ore lkl p*to which chef be corroetsel Almy, 2 All layout shall be spprov*0 by the qty of Rsncho Cucamonga prior to Inetalfadon. showing every change from the origfnal Drawings and Specifications and the exact installed locations,Sizes,and kinds of equipment. 4.Except"noted In Pat ograr!91,2,end 3 of this section(2016),an requirements for non-pressurs lateral Ilse pipe and fittings 7.When the Wilistlom syStOm h complal eel,perform s Coverage teat In the proeemoe Of the City of Rancho Cucamonga to Prints for this purpose may W obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the site shall be the same as for solvent-weld pressure main line pipe and fittings as set forth in section 2.010 of the Specifications. D.Water Supply: determine if the water coverage for planting areae Is complete and adequate. Furnish all materials and perform all work and shall be used only as a record set, required to correct any Inadequacies of coverage due to devlationa from the Drawing*,or where the system has been willfully D.Dross Pipe and Flttfnge: 1.The Irrigation system thew be connected to water supply point(o)of connection as Indicated on the Drawings. !stalled to indicated on the Drawinge when It Is oMouely Inadequate,without bringing this to the attention of the City.if 2 The Contractor shag make neat and IsglMe notations on the record drawing progr*e@ sheets daily ore the work proceeds,o howinq Rancho Cucamonga. This test shall be accompflsheA before any ground Gover Is planted. the work ore actually Installed. For example,should apiece of equipment be installed in a location that does not match the plan,the 1.Where indicated on the Drawings,use red bra@•wrew@d pipe conforming to Federal Specification#WW-P-351. 2 Connections shall be nude at the approximate location(s)thown on the Drawings. The Contractor is retpmolbie for minor Contractor must indicate that equipment has been relocated In a graphic Mannar so as to match the original symbols to Indicated im changes caused by actual site condition@. B.Upon completion of each phase of work,the entire system shelf be teeteel and adueteato meet alto requirements, ll the irrigatlon legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan at the Prop"time. Fittings shall be red brass conforming to Federal Specification#NVW-P-460. C.Electrical Supply: 3.07 MAINTENANCE 3.Oslo the date of the Anal observation,the Contractor shah transfer ON 11 fornatbm from the"word drawlime prints to s septi E.Copper Pipe and Fitting•: 1.Electrical connectlons for any and SO automatic comtroll"shag be made to electrical points)of conneetlon as ImdicsteA on the A.The entire Irrigation syotem shah be unix full svtometic operstfon for a period of Leven(7)days Prior to any Planting. mylar or elm"ar mytar material. Arrangements shall be made through the city for obtaining sold sepia Mylar or slmilx myler Drawings. material. All work shall be in waterproof India Ink and applied to the mylar by a technical pen made expressly for use on mylar 1.PIP*: Type K,hard tempered. material. Such pen shall be similar to those manufactured by Rapldograph, Kueffei 6 Esser,or Fabdimensions Faber Casten. The enss S.The qty of Rancho Cucamonga reoerves the right to Salve or shorten the operation period. shall be made at to be easily readable even on the Anal controller chart(see Section C). The original mylar"record drawing"plan 2 Fitting@: wrought copper,solderjdrt type. 2.Connections shall W made at the approximate location(s)shown on the Drawings. The Contractor to responsible for Mina shall be eubmkted to the City of Rancho Cucamonga for approval prior to the completion of the controller chart. changes cause by actual site condition. 5.08 CLEAN-UP 3.Jointo show be"der"with Silver solder,4N snver,151 copper,161 zim,241 cadmhum,w1rdns at TIPS"F,and Nguidu@ at 4.The Contractor shag dimension from two(2)Permanent Points of reference.such as building corners,sidewalk edges,raid 1145•F. 3.03 INSTALLATION Clam-up shall be mode of ndr porion of work progress". Refuse and eweoes dirt show be removed from the site.all Severe and m intersections,atc.,the location of the following Items: Paving shag be bloomed or washed down,and any damage sustained on the work of others shall be repaired to its original a. Connection to Meeting water times. F.GtteValvew. A.Trenching: condition. b. Connection to existing electrical power. 1.Dig trenches etrsigFrt and support pipe continuously an bottom of trench. Lay pipe to an Sen grade. Team"oxosvetiom 3.09 FINAL SiTE ODSERVATION PRiOR TO ACCEPTANCE G. Gate valves. 1.Dan Volvos(114'and sooner) Asti follow layout lndfcatef on the Drowinge and ore noted. d. Routing OF oprimklerpressureNmes(dimerhebn max.100'along routing). A.The Contractor shall each In entirety for the of Rancho Lu n time of final observation.a. Sprinkler control valves, e.ball valves shag be a Im ib SW b 0 me valve with threaded ends and Asp be equipped with a stainless oteol handle. opera system �Y � Cucamonga Any It. Routing of control wiring and locations of all spIlce boxes. b.Doll rakes shall be Niboo T-585.70-66 or approved equal. 2.Provide for a mlMimum orf twenty-four(24)Inches cover for all Irrigation gees Installed under paving or hordeeaping. Items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the cornplete satisfaction of the City of I. Quick coupling valves. G.All Ball valves shall be installed per detail. Rancho Cucamonga. h. Stub-outs for future comertloms. 3.Provide for a mfmimum of twenty-four(24)Inches cover for all pressure supply limes of three(3)Inches or larger in diameter. B.The Contractor shelf show evidence to the City of Rancho Cucamonga that the City has received AN accessories,charts,record I. Other related equipment as directed by the City of Rancho Cucamonga. 2.Reslgent Wedge Gate Valle(2"and larger) drawing*,and equipment as required before final eke observatlon can occur. 4.Protide for a mInlmum of eighteen(18)Inches cover for all pressure Supply Iles of two and one half(2%')Inches or smaller 5.On or befim the date of the Anal field observation,dee Cotrsctor shag A~the Gomectsal and eompietsd ae"to the City of m.Reorient Wedgy Gate aims shall be epoxy coated mod squippe!with a 2'operating nut. 3.10 SITE OBSERVATION SCHEDULE Rancho Cucamonga. Delivery of the sepias will not reileve the Contractor of the,"portslbnity of furnishing required Informstiom 5.Provide for a minimum,A twelve(12)inches for 20 non-pressure limes, that may W omitted from the prints. b.AllRe Resilient Wedge Gate valvesvol shall be No.403 led per cl supplied by Watts or approved equal. a All Rteiliertt Wedge Gate valvae shall be installed per detail. A.The Contactor shall be resporheible for notifying dee City of Rancho Cucamonga In Advance for the following observation 8.Provide fuer a minimum:over of eighteen(18)Inches for all control wiring. meetings,according to the Ume Indlcatad: C.Controller Chante: G.Quick Coe n Voices: Pn 9 7.Refer to Standard 120'Tnench r'when within C streets Su to traffic loads. 1.Pre-Job Conference-7 d 1.Arbullte draw! Shan be flee of Rancho behove controller shorts aro � tEQ�" r° 9• � � Cucanromhgo aPP^�+ PmePam'"d 2.Provide one controller chart for each controller oequence. 1.Quick coupling valves ohs"have a braes.two piece body designed for working I,Seoul a of 150 P.S.I. 6.6ackAgtnq 2 Pressure soppy line Installation-24 hours 2.Quick coupling valve than be operable with a quick coupler key. Key On and type shah be oro shown on the Drawings. 3.The dart show show the area controlled by the Automatic controller and show lar the maximum ciao w4hleh dee Controller door 1.The trenches shsN not be backfired encs an required teew are performed. Trenches shag los carefully backfired with the 3.Lateral ane and sprinkler installation-241 ou will SHOW. H.backflow Prevention Units: excavated materials approved for backfilling,conalsting of earth,loam,sandy clay,sand,or other approved materials,frac from 1.backflow Ion unit sham be of size and Indicated on the inrigvVem drowl"p. !stall backflow prevention units In 4.The chart h to be*reduced alrawin of the actual Installed However,m the event Che contromer ca h not a prevent typo large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areae to a dry density equal to adjacent 4.Automatic controller installation-24 hours g system, segven � accordance with the Drawingsundisturbed soil in plantimareas. backfill will conform to adjacent grades without dips,sunken areas,humps or other surface L when the dewing b reduced,it*hall be erriargeA to a size that will be readable when reduced. irregularities. 5.Control wire installation-24 hours5.The chart shall be a black line or bluenne ozand print and a different color shah be used to Indicate the area of coverage for*a& 2 Wye etrofnre at backflow prevention unite shag have a bronzed screwed boy with 80 meth morel screen and sham be SimNx to station Dorney#1005 or approved equal. 2.A fine granular material backfwl will be Initially placed on all fines. No foreign matter largerthan one-half(%)Inch In size will 6.Pressure supply line and lateral"me teeing-48 hours be permitted In the Initial tackflil. 8.Whom completed and approved,the chart shoe be hermetically sealed between two pleoes of plseSe tic, im piece being a minimum 3.All pressure main Inc Flplg between the point of comwtfon mel the backflow prevetat than be Installed se required by local code. 7.Coverage toot-48 hours 20 mile. The Contractor Shall verify,with the local governing body as to material type and installation procedures prior to start of construction. 3.Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. 7.These chart@ ohan los coo anal to the final AoW observation of the Stan Submit shop drawing for approval. 8.Final observation-7 der P!@� •PP'tw*d P'�r � s�snh• 4.M settdemnerrt occurs ami subsequent adjustments M pipe,valve,sprinkler heads,lawn,ptmtlg,or other construction are D.Operation and Maintenance Mariush: 1.Cheek Valves' necessary,the Contractor-;hall make all required adjustments without cost to the City. b.When observations have beem conducted other than the City of Rancho Cucamonga,show evidence In writing of when And by whom these observeoms were made. 1.Prepare and deliver to the City of Rancho Cucamoriga with!ten calendar days prior to completion of construction,two 1,swing check vsMas 2'ani sms#w Shan be 200 Pound W.O.G.bronze construction with replaceable composition.neoprone,or C.Trenching and back fni Under Paving: herd-cover,three ring binders containing the following Information: rubber Alec and shall meet or exceed Federal Specification WW-V--510,pose A.Type IV. C.No site observations will commence without"As-bugt"record drawings. The contractor Shan not cog for a ate vhlt without 1.Troches located under areae rrthere paving,aephsitic concrete,eve concrete SAA be Installed,sham lot backfimed with sod(a a.Index sheet which states Corhtractor's name,address,and telephone number,enol whish nets rich Installed equipment and 'As-Befit"record drawings,without completing provlouey,noted correction,or without preparing the system for Bald visit. material item including names and addresses of manufactures local representatives. 2 Artl-drain valves shag be of heavy duty Virg!PVC conetructfon with F.I.P.thread Inlet and outlet. Internal psis shall be etsfmhmo layer four(4)inches below-;he pipe and six (6)inches above the pipe)and compacted In layers to 951 compaction,using manual Iii.Catalog and parts sheets on every material and equipment Item installed under this Contract. steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 fast of head. Antl-drain valve shall be ormechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing sojocertt G.Guarantee statement. Simflor to the Valwn"ADV"or approved equal, undisturbed @off and shall tee left in a firm unyielding condition. All trenches shall be left'Mush with the adjolntng grade. The A.Complete operating and maintenance Instruction on 0 major equipment. Contractor shall set in place,cap and pressure feet all piling under paving Trier to the paving worst. 2.In mdditlom to the above mentioned maintene"ce mamuas•provide the City's maintenance ps so mnd with Instructors for J.Control WHng: 2 Generally, g unix exlsUng walks b done by g,boring,or hydraulic drMng,but whom any cutting or breaking of major equipment ani show evidence In writing to the City of Rancho Cucamonga at the conclusion of the protect that tin@ Ph'�n Js�" service has been rendered. i.Except"noted otherwise,Gomnectlone between the automatic cortrogere and the electric control valves ohs"bS made with direct sidewalks and/or concrete is necessary,It shall be done and replaced by the Contractor"a part of the Contract cost. Permission burial copper wire AWG-U.F.600 volt. Control wiring installed in control wire conduit within structure shall W made with AWG-TW to cut or break sldewalke a lid/or concrete*hag be obtained from the City of Rancho Cucamonga. No hydraulic drlvtng will W E.Equipment to be Furnished: soNd copper wire. Pilot wlrse shall be a AhYerertt color wire for each automatic controller. Common wires shall be white with a Permitted under concrete paving. DESCRIPTION OF REVISION DATE C CN Different color stripe for each automatic controller. Install In accordance with valve manufacturers opecIfcatiome end wire chart. In 1.Supply>s a part of this eonntreet the fomowIng tools no case shall wire size be less than#r14. 3.Refer to Crty StanAard 120"french Repan'hvieen within Linty streeta susceptible to traffic loads. a.Two(2)sets of•pedal tools requhad for,9mov! ,dhssoo mbNmg and SJN@ l q soeh typo of sprinkler and vmkv tupPNed 2.i0iring Aar occupy the some trench and 91HO be hwtSNed along the sem*route"proeture ou"or lateral wnee wherever pose D.Assemblies: CITY 0 F RANCHO C U C A M 0 N G A em this project b.Two(2)four-foot rake kys for operation of emu v-ives. 3.Where mem the"one(1)wire is plated in a tt ath.the wHng thaw be taped together at intervals of fifteen(15)fast. 1.Routing of eprtnkler Irrigation gees as inAkated em the Drawings is die ranhmstl. Install Hnet(and various assemblies)In e:.Two(2)keys for each automatic controller. such a manner at to comfom with the detsi's In the Drawinga. /►-1� e,�w w A.One(1)quick coupler kkeyand matching hoseswine!for every five(5)or ftyperaction thereof of each of quick coupling 4.An expmslon curt shall los provided within tiara(3)feet of each wire correction. Expansion curl shall be of sufficient length at each TRAIT NO. 16634 T valve Inets"ed. spike connection at each electric control valve,so that in Gate of repair,the valve bonnet may be brought to the surface without 2.Install NO multiple assemblies In plastic limes. Provide each assembly with Ice own outlet. dioconnecting the control wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors, 2 The above mentioned equipment shall be turned over to the City at the conclusion of the projectt before final obe*rr-tion 3.Install all somemblies simelf fed herein in accordance with respective detan. In absence of detall drawings or 5pecMcatiorts EAST SIDE OF A iZ C H I B A L D A VE N U E can occur,evidence that the City has received material must be shown to the City of Rancho Cucamonga, 5.All spf'oes Shall be made with Scotch-Lok#'3576 Connector Sealing Padre,Ratnblyd Snap-Tile wire connectors.,or approved equal. petalning to speckle Items-required to complete work,perform such work In accordance with beet standard practice with prior Make only one splice with each connector sesifng pack, approval of City of Rancho Gucamonga. SOUTH OF BASELINE ROA D 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING 6.Field splices between the automatic cortrofler and electric control velvet win not be allowed without prior approval of the City of 4.PVC Pipe and Attinge shall be thoroughly Gleaned of dirt,dust,snd moisture before Installation. Installation and solvent ^.,+ c A.Handling of PVC pipe and fittings The Contractor Is cautioned to ererdee care In hsmaV",loading,unloading,and Rancho Guesmongs. ,Siding methods shall be a e recommended by the pipe and fitting manufacturer. �r�D J ry X) I R R I GAT I 0 N SPECIFICATIONS storing PVC pipe and fittings. All PVC Pipe shall be transported In a vehicle which allows the length of pipe to lie flat so as not ! c to Subject it to under bending or a concentrated external load at any point. Ary section of pipe that has boon dented or K.Automatic Controller: 5.On PVC to metal conmertiome,the Contractor shall work the metal connection Ant. Teflon tape or approved equal,shah �" '`(/ P��I J �/�� �y Aamagad will be discarded,and If Installed•shag W replaced with new piping. be used on all threaded PVC to PVC,and on all threaded PVC to metal joints. Light wrench pressure Is all that Is required. �� APPROVED B 1• • r 1.Automatic controffer(s) Asp be of six•and type ShowwI an the Drewlim". !Mere threaded PVC connections are required,use threaded PVC oda Into which the i m be solvent welded. � O DATE: 1.055U65TITUTIONS t PPS �Q' _ CITY ENGINEER (���/I',�if/4 2 Final location of automatic Gatroiler(s)*hag be approved by the City of Rancho Cucamonga. E.Line Cleoramm.. RICE: 4953 A.If the Contractor wishes to substitute any squipMet or materials for the squlpmmt or materials Noted m the DroMnge W and Specifications,he may do so by providing the following Information to the City of Rancho Cucamonga for approval: 3.Unless otherwlee noted on the Drawings,the 120 volt electrical power to each automatic controller location le to be furhiehed by 1. AN Nnes shall hSve a mh imum clearance of six(6)Inches from each other and twSkS (12)Inch•@ from Nees of other Signoture (�� DfSICiN PLAN PRE PARED 8Y: � � 1A2 U- 9-30-04 • • EYDM -+- 6 others. The Anal electrical hook-up shall W the responlbrity of the Contractor. trades,with the exception cf the control wire sleeves)which shall be installed adjactnt to pressure supply line. Parallellines * Renewal Dote * AMA" GREEN GATE 1.Provide a statement Indicating the ressoh for making the substitution. Uses separate sheet of paper fix each Iwo to be shall not be Installed direct y over one Snottier. � 1�- 6�_/arbddr'y'._;�Wiltvrit'< .ul:n" d ft . L.Electric control Valves: J' Doe -��P MAWN SHEET F.Automatic Controller Assembly. 7 J 11610 Mt.Whitney Court•Alta Loma,CA 91737 s KA 3251 2 Provide descriptive catalog literature.PSI 1`01 once chart@ and Am charw for each Iter"to be substituted 1.All etateie control valvae sthSA be the Dame eke and type shown on LM IN-wing A�\F AMA/VB •909-989-8072• L-4 OF 5 Install as per msnufactur.�s Instructions. Remote control valves show be connected to controller!numerical sequence S QF C 3.Provide the amount of cost 990mge If the substituted item Is approved. 2 All electric control Valves shag have a manual flow aAjuetmemt. shown on the Drawings. 3.Provide and Install one control vow box for each electric control lve vow. CHECKED Anns M.Alll6s(,RLA �� NO 3251 DRAWING N0. AMA" DAXDecember 9,2002 FILE NO � L �� -L PROJECT SHEET No. _____ of ______ CONCRETE SPECIFICATIONS PART 1 GENERAL 1.01 Description 1.08 Material and Labor Refeases: G. Plants Not Approved -Plants not approved are to be removed from site immedfately,and replaced with suitable 7.03 General: plants. The City reserves the right to reject entire lots of plants represented by defected samples. For concrete information refer to the Standard Speefficatlone for Public Works Construction(Green Book: Edition per the City Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and materiak releases Maintenance shall start immediately after landscape irrigation and planting. of Rancho Cucamonga). Refer to Sections 4,201,303,and 400,me well as any other sections related to the installation, per and for all work performed under Site Development. H.Stake all trees,me per details Immediately after planting to prevent wind damage. post installation of concrete work, materials, labor,and clean-up. The Standard Specifications for Public Works Construction is Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work,and available from: 1.09 Disposal and Clean-up: I.Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow at continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the least 7 calendar days prior to Installation of said lawns or ground cover to provide for thorough watering of trees. All Landscape Architect and City representative. BI Building News Remove all waste materials(including excavated material classified as unacceptable soil material),trash and debris planting holes shall be excavated as defined on appropriate details. 3055 Overland Avenue generated or encountered during the course of landscape construction,and legally dispose of It. During the course of Los An eles,CA 90034 the work, remove surplus materials from the site and leave remises in a neat and clean condition. Clean u End A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a g p P p 4.03 Soil Amendments: healthy condition. Irrigation system run-ofF shall be kept to a minimum. Damage to irrigation system resulting from (310)202-7775 remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. The maintenance and equipment and/or maintenance personnel,shall be restored to its original condition at no cost to the site shall be cleaned upon the request of the inspector. Soil amendments shall be as recommended in the Agronomic soils report City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than 1.02 Scope PART 2- EXECUTION 4.04 Trees Stakes: emergency repairs shall be accomplished without written permission from the City. Furnish and install all concrete work complete as indicated on the drawings or me specified,including,but not limited to the S.Weed Control: Keep all planted areas free of weeds and debris by cuitfvating areas at intervals not to exceed 10 following: 2.01 Protection: Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information. calendar days. Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. Bare A. Furnish and set all reinforcing steel,bolts,and anchors. root stock shall be separated and heeled-in, in most earth or other suitable material until planting. Balled and PART 5-GROUND COVER AND BEDDING PLANTS The Contractor m elect to remove such concentrations of weeds manual or buriapped plants shall have root ball covered with moist sawdust,wood chips or other suitable material until planting. may y by an approved herbicide program. 5.01 Scope of Work: B.Install all Items required other trades which are to be cast Into concrete. � q by C.Peat Control: Spray all plants and planted areas at beginning of maintenance program and as may become 2.02 installation: necessary thereafter by an approved method of pest control,to keep all plants and planted areas free of insects and C.Concrete mow strips,footings for walls,fencing, posts, benches,etc.,where applicable. Provide all materials and equipment and perform all work necessary for and Incidental to installing all ground cover disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape and bedding plants,as shown on plane,as reasonably implied,or delineated in the specifications. 1.03 Protection Architect and City prior to planting. D. Pruning: Prune all plants as designated and directed by Landscape Architect,at start of maintenance program and 5.02 Bedding Plants: continue to prune plants as directed or as may become necessary until the end of the maintenance program. All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricade shall be placed imedtately after Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture: concrete finishing. Contractor shall furnish, place and remove all of his own barricades. Contractor shall be responsible for any Perennials and Annuals: Provide healthy container grown pla►rts from a recognized nursery,and of the species and Remove trash weekly. Edge ground cover to keep in bounds and trim top growth me necessaryto achieve and overall damage to new construction and replacement or repair of the work shall be made without added cost to the City. Native,On-Site Soil with rock no greater than 3"in diameter variety shown on plans. even appearance. Exterminate gophers and moles; repair damage. Gro Power Plus,5-3-1 15 Ibs/cy 1.04 Clean-up from Sulfate 2 Ibs/cy 5.03 Ground Cover. PART 8-ACCEPTANCE OF PROJECT Upon compfetion of all concrete work and before final acceptance,the Contractor shall remove all tools,surplus materials, (To be used for bidding purposes only,verify with Agronomic Soils Test.) Ground Cover. Provide ground cover of the species shown on plans. Ground ewer shall be established and well 8.01 General: apparatus,debris,etc.from the site and the site shall be left in a clean, neat condition acceptable to the City. rooted in flats or similar containers. Afterbackfilling,construct a 3"earthen berm to form watering basin around each plartt,to allow thorough water-in Upon completion of Installation,a malntenance period of a minimum of 180 days for all landscaped areas is required and establishment. 5.04 Mulch: prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall commence Mulch: Shall be of compacted wood chi fiber. upon written approval for all phases of planting Installation by the City Public Works Inspector. Maintenance period PLANTING SPECIFICATIONS Prior to installation of turf and ground cover,remove water basins from around trees and shrubs. Berms in turf p p shall be adequate to verify plant characteristics and establishment. areas to be removed prior to City acceptance. 5.05 Coordination: PART 1 -GENERAL A.Two inspections shall be made that affect the establishment period: The first after all plantings have been PART 3-SOIL PREPARATION AND FINISH GRADING completely installed in order to approve the beginning of the establishment period,and the second at the end of the A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting Is delayed, establishment period. If plantings are not acceptable at the end of the 180 da period,due to defective maintenance, 1.01 Scope of Work: keep plant roots moist and place in a sheltered location protected from the sun,wind and other damaging elements. p P g y 3.01 Scope of Work: then continue establishment until all work meets with the Specifications and can be approved. Contractor shall provide all materials,labor and equipment Incidental to and necessary for completing all work,as indicated B.Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedeffng plants and on the drawings,as reasonably implied,or as delineated in the Specifications as follows. A.Provide all materials and equipment,and perform all work necessary for and inciderrtal to the soil preparation ground cover planting. B.At termination of establishment period all plant material shall be live,healthy,undamaged,and free of infestation. and finieh grading of all planting and lawn areas as shown on plans,as reasonably implied,or as delineated in the Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be 1.02 Standards: specificatlons. 5.06 Installation: made. All areas shall be neatly raked and free of weeds. B. Furnishln placement and grading,of to loll for backfill1m of planters if required. Maintain all plants and planted areas on a continuous basis as they are Installed during the progress of the work,and All work and materials shall comply with governing codes,safety orders, standards,and regulations,and meet the minimum g'PI g g• P g q Plant ground cover and bedding plants in moist soil and space as indicated on plane. continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. Landsca a Architect and Cit re resentative. C.Cleaning and finish gradfng of planters areas and planting areas Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soft moisture p y p 1.03 Quality Assurance 3.02 Topsoil: shall be such that soil does not crumble when removing plants from container. 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 A.All Contractors performing Site Development work, must be licensed in accordance with the laws of the State of A. Existing on-sfte soils listed ne'acceptable'under'Site Grading'specfficatlon. Regrade planter areas after planting,to restore smooth finishp grade and to insure roper surface dratnaga. A 4" maintenance and equipment and/or maintenance personnel,shall be restored to its original condition at no cost to the California. layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than B.Topsoil Imported to site for use as fill, backfill in planters and mounding,shall be sandytextured. Silt plus clay immediately after mulching. (Grading shall accommodate the mulch) emergency repairs shall be accomplished without written permission from the City. B.Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Suppliers p p p � expected to be employed during the course of construction. content of this soil shall be no greater than 15%by weight. The boron content of this soil shall be no greater than 1 5.07 Protection: part per million as measured on the saturation extract. The sodium absorption ratio(BAR) shall not exceed 21.0 B.Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at Intervals not to exceed 10 C.Contractor shall obtain and keepIn force Public Liability and Pro Damage Insurance,during entire course of the millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be submitted to calendar days. p� g g an agronomic soils testing laboratory,approved by the project Landscape Architect for analysis prior to use. Result Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. Construction Contract. The amount of insurance shall be determined by City. The Contractor m elect to remove such concentrations of weeds manual or an approved herbicide program. of testing to be delivered to City for approval. Boil test to include analysis and recommendations. PART 6-WEED ABATEMENT � IY � �'ov � g D.Prior to start of site development work,the Contractor shall notify the Landscape Architect and City to give starting and completion dates. Contractor shall also supply the Landscape Architect and Cit with the name and tele hone number of the 3.03 Soil Amendments: C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become p pply p y p 6.01 Scope of Work: necessarythereafer by an approved method of pest control,to keep all plants and planted areas free of insects and person in charge of the work. All soil amendments shall be as specified in the Agronomic Suitability/Fertility softs report furnished by the disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. Contractor. Provide all material,equipment,and labor necessary to perform all work as indicated on pians,as neasonabiy 1.04 Responefbilities and Coordination: implied,and as delineated in the specifications. D. Pruning: Prune all plants as designated and directed by Landscape Architect,at start of maintenance program 3.04 Soil Preparation: and continue to prune plants as directed or as may become necessary until the and of the maintenance program. A. Permits: The Contractor shall obtain and pay for all permits and inspactions required by governing authorities for the 6.02 Quality Assurance: work to be performed. All work on irrigation system shall be complete and inspected for recommended approval and,fine grading completed, Remove trash weekly. Edge ground cover to keep In bounds and trim top growth as necessary to achieve and prior to rototillin and prior to soil amendment work. A.The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control overall even appearance. Exterminate gophers and moles; repair damage. 9 . i P B. Existing Conditions: The Contractor shall all conditions and dimensions shown on the ars at the site or to Operator and a Peat Control Advisor in addition to a subcontractor licenses that are required. g �+ � Pri p ►� q commencement of any work under this contract. The Contractor shall verify the location and depth of all underground After rough grades have been established, prepare all lawn and planting areas by tilling or cross rlppfng to a depth of B. All materials and methods must conform to Federal,State,and Local Regulations. PART 8-ACCEPTANCE OF PROJECT utilities prior to start of work. 12". All rock and debris more than 2"in diameter shall be removed from the site,except for areas that are to be C.Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as water, sodded, in which all rock and debris more than 1"In diameter shall be removed. 6.03 Submittal: 8.01 General: electrical power and gas as required by him for the construction of the project.Temporary services shall be coordinated Apply,spread, and rototil in all soil amendments as recommended to a depth of 6". Water area thoroughly a•0ter Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the Landscape Upon completion of installation,a maintenance period of a minimum of 180 days for all landecaped areas is required with the City and other contractors on the job site. rototilling is complete. Incorporate evenly into the top 4"to 6"the following for each 1,000 square feet of planting area: Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall types prevalent and expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor shall commence upon written approval for all phases of planting installation by the City Public Works Inspector. D. Survey,Reference Points,and Elevations: The Contractor is responsible for establishing all surveys,reference 4 cubic yards of nitrolized Redwood or Fir shaving or equal. furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the Maintenance period shall be adequate to verify plant characteristics and establishment. points and elevations required by him,and shown on plans for proper execution of site construction. 200 lbs.of Gro-Power or approved equal. weed control materials and methods with the intended planting and seed varieties present. espons#ble for all temporary traffic barriers and detours required by him for the A.Two inspections shall be made that affect the establishment period: The first after all plantings have been E.Traffic: The Contractor is r The above soil conditioning are minimal qualities only and should be used only for biddfng purpose,because soil 6.04 Responsibility and Coordination: completely installed in order to approve the beginning of the establishment period,and the second at the end of the construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the conditions may change drastically from the time these specifications were developed to the time the actual salt establishment period. If plantings are not acceptable at the end of the 180 day period,due to defective maintenance, City or governing authorities, conditioning take place. Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every 25,000 A. Landscape Contractor Is responsible for the erection of all signs and barriers required to prevent Intrusion into then continue establishment until all work meets with the Specifications and can be approved. the treated areas and to roti the public.square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing laboratory P 1.05 Defective and Unauthorized Work: B.At termination approved by the project Landscape Architect and City. Copies of the soil test to be provided during the 5. of establishment period all plant material shall be live,healthy,undamaged,and free of Pre-construction job conference. B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of All work which is deternrined by inspection to be defective in its construction or deficient in any of the requirements of shall render the job site unusable for more than 10 days from date of application. work will be made. All areas shall be neatly raked and free of weeds. the plans and specifications,shall be remedied or removed,and replaced by the Contractor at his own expense in a 3.05 Finish Grading: manner acceptable to the Landscape Architect and City. 6.05 Non-Selective Herbicides: After rototilltng operations are complete,grade areas to astablish finish grades for planting. All flow lines shall be 1.06 Inspections: maintained and proper tolerances shall be met after settlement at the End of the project maintenance period. Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended by the Peet Control Advisor) The Contractor shall arrange for inspections by notffyfng the Landscape Architect,City and governing authorities,24 Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. hours prior to time of inspection,unlees otherwise noted. Inspections shall be as listed below, but not necessarily in 6.06 Selective Herbicides: this order. Only the inspection pertaining to the protect scope of work will apply: 3.06 Coordination: Selective pre-emergent herbicides compatible with seed mixtures(as recommended by the Pest Control Advisor) Rough Grading. Weed abatement work shall be coordinated with the installation of the irrigation system rototflling and soil amendment Drain Lines and Catch Basins. work, and planting. (See Weed Abatement section). 6.07 Weed Eradication: Irrigations(main line pressure,coverage&system operatfone test). PART 4-TREES AND SHRUBS If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the planting areas will require Soil Preparation and Finish Grading. control prior to removal,spray these areas per Pest Control Advisors recommendations. Plant Material (delivery&placement). Substantial Completion Inspection (at completion of landscape improvements) -7 Days. 4.01 Scope of Work: A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from planting Final Inspection (after maintenance period) -7 days. Provide all material,equipment,and labor necessary to Install all trees and shrubs as shown on plans,as reasonably areas. The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum of implied and as delineated in the specifications. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1"-2"below the surface of the soil. DESCRIPTION OF REVISION DATE CtTt! seven (7)days prior to the beginning work. APPRONEp: 4.02 Products Physically remove all weeds from the site. 1.07 Guaranties: A. Nomenclature-Plant names Indicated on the drawfnge conform the"Standard Plant Names"established by the PART 7- LANDSCAPE MAINTENANCE CITY OF RANCHO C U CAM 0 N GA A.Plant Materfals: All trees,shrubs,ground cover,bedding plants and lawn shall be guaranteed from date of final American Joint Committee on Horticulture. Except for names covered therein,the established custom of the nursery acceptance of landscape construction for periods as follows: is followed. 7.01 Scope of Work: TRACT N0. 16344 Trees 24"box&larger 1 year S.Condition-Plants shall be symmetrical,typical for variety and species,sound,healthy,vigorous,free from plant Provide all materials,labor and equipment necessary for,or incidental to,performing all maintenance requirements as EAST SIDE 0 F A RC H I BA L D AVENUE Trees 15 gal.&smaller 1 year disease,insect pests,or their eggs,and shall have healthy, normal root systems,well-filling their container, buy not to reasonably implied or as delineated in the specifications including, but not limited to the following: Shrubs All sizes 120 days the point of being root bound. Plants shall not be pruned at anytime,and in no case shall trees be topped. SOUTH OF BASELINE iZOAD Ground Cover 120 days Maintain all plants and planted areas. 99,^, Bedding Plant 120 days C.Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and shalt Keep planted areas free of weeds and debris. CONSTRUCTION Oft Lawn (sod) 120 days be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, labels, Prune trees and shrubs. DSC Lawn (seed) 120 days from first mowing nursery stakes and ties from all plant material prohibited until the approval of the Landscape Architect or Cite. Fertilized all plants and planted areas. P� �pFq Irrigation. PLANTING SPECIFICATIONS Q LL�SS Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance period.Landscape D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out the Insecticide spraying. �`' APPROVED BY: i DATE: Contractor shall replace and plant all materials which have died within the time span staged above,at no cost and within intent of the planting plan will not accepted and will be replaced at Contractor's expense. Q S RCE: 24953 CiTY ENGINEER /�t J {y 5 days from receiving written notice from the Landecape Architect or City. If dead material is not replaced and planted 7.02 Fertilizers: Z tJ _� ,�.� �/f��+ within the 5-4ay period,City may replace dead material with new material and charge the Landscape Contractor for all E.Sizes of Plants-Shall be as stated on the Plan. Container stock(1-gallon,5-gallon,and 15-gallon) shall have been U' (Tl DESIGN PLAN PREPARED BY: RECOM expenses incurred. grown in containers for at least one(1)year, but not over two(2)years. A.Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 Gro-Power Controlled Release � 9 9nor"� y • GREEN GATE• Nitrogen,as designated herein,or approved substitute as required by the Agronomic soils report. Available from Gro tit R -30 te * AMA" B.Construction Materials: The contractor shall guarantee all workmanship and materials for all site development,for F.Substitutions-Substitutions for indicated plant material will be permitted provided the substitute materials are Power(909)393-3744. 1 Q DRAWN a period of one year from date of final acceptance of project. approved in advance the City.and are made at no additional cost to the City. Except for authorized variations,all by y y pt Dot � 11640 Mt.AhimegCourt•Ain Loma,GA 91737•RIA 3251 substitute plant materials shall conform to the requirements of these specifications. B.Ammonium Sulfate: Granular form containing not less than 21%nitrogen and 24%sulfur and shall be registeredF OF CA1-`�Q� AMA/VB •909.989.80,x2. L-5 OF 5 as an agricultural miner,with the State Department of Agriculture in compliance with Article 2-"Fertilizer Materials,"Section 1030 of the Agricultural Code. CHECKED Anna M.Allissf,RLA ILLA. NO 3251 DRAWING NO. AMA/VB DATE December 9,2002 FILE NO _J e)7 PROJECT SHEET No. of i