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HomeMy WebLinkAbout2067-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS KB HOME 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA TRACT 16643 909-802- 1100 LANDSCAPE MAINTENANCE DISTRICT NO . 9 CONTACT: JARY COCKROFT NORTH SIDE OF CANDLEWOOD STREET, EAST OF ETIWANDA AVENUE VICINITY MAP GENERAL NOTES® ES SHEET INDEX VICTORIA STREET GENERAL NOTES: L,-1 TITLE SHEET 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. z REDN►OODOR. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L 2 CONSTRUCTION PLAN . PIAMW 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR wttavY DRONE PUBLIC WORKS CONSTRUCTION. L-3 IRRIGATION P 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY 8AY ST. AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L-"4 IRRIGATION DETPJLS5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND f� tDR.. SERVICE ALERT AT i-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 8. AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC RONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL PARK '` t W04ER < RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. PLANTING -5 RIDE P- CT. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND BASE LINE ROAD .1�. SASE UNE ROAD STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. IVY S. 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. L_6 CONSTRUCTION AND PLANTING DETAJ LS 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM :(TOOE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY FLOWERIFICATION OF LEAF-OUT, FA COLOR, DAYS)SHALL L®7 I RRI� TI®N I�� ® OVERALLCE.PLANTID MAINTENANCE HHEALTH,AND W THHALL CITY COUCLUDE ONLY AFTER NCIL ACCEP ANCE OF THE IMPRO EMENTS MAINTENANCE SHA L INCLUDEOMOWING, CONSTRUCTION pw WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING, AND APPLYING SUCH t oot4 CHASE 0" 0AWON SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, �+ CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, PECI FICATI�JN PROJECT SITE � '' REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 1 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. I RECOMMENDATION. MR OAKS DRV& 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525. L-$ PLANTING SPECIFICATIONZ5 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 —..` MILLER AVENUE BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-6"WIDE X W DEEP CONCRETE HEADERS GhBAY cr BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE —A MADE IN THE FIELD,AD ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR atmAND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION.�`�' 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: N.T.S. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. • PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. MAINTENANCE RESPONSIBILITY MAP CONSULTANTS L A N D S C A P E CIVIL ENGINEER: ARCHITECTURE MADOLE AND ASSOCIATES SITE PLANNING 760-A S. Rochester Avenue LANDSCAPE QUANTITIES _ Ontario, 10221 -A Trademark Street CA 91716 Tel; (951) 937-9151 CA 91730 � Rancho Cucamonga,I Fax ;(95.1) 937-9152LI■ ■ Tel (909) 484-2800 w ' Fax (909) 484-2802 Z a �/ I LMD LANDSCAPE SUMMARYARCHITIRRA CA Lic. #2834 AZ Lie. #29115 Richard Krumwiede Q s TOTAL SQUARE FOOTAGE 4172 3F CA 2 Lie. #446 Z , — LIMIT OF WORK TOTAL ACRES A0 Acres DESIGN GROUP� • LL • .� 00 LANDSCAPE AREA _� _ . 3362 F X HAiriDSCAPE AREA(COBBLE AND SIDEWALK OVER 4) 786 SF unmT Of WORx SIDEWALK AREA(UP TO 4'IN WIDTH) 810 SF 7 1f.0 12A — — —I CANDLEWOOD STREET— t — 7 i C� A �O 1 + CANDLEWOOD STREET QTY. SIZE ' ON LANDSCAPE MAINTENANCE TREES DESCRIPTION OF REVISION DATE APPROVED DISTRICT AREA Pistacia chinensis Chinese Pistache 7 EA 15 gallon 1'1 ; CITY of RANCHO CUCAMONGA O O TRACT 16643 > NORTH SIDE CANDLEWOOD STREET [—� EAST OF ETIWANDA AVENUE U TITLE SHEET APPROVED BY: •- DATE: .�N°s�''p� q CITY ENGINEE RCE No. 24593 �;� m �@��a DESIGN ARCHITER E 6 SIG GROUP DED c�` w n JLP LANDSCAPE ARCHITECTURE SITE• 10221-A TRADEMARK TREET SignaN DRAWN RANCHO CUCAMONGA,CA 91730 SHEET — 7e 1'06 JLP (909)484-2800 FAX: (909)4842802 L' N.T.S. Dat* qp 0 L`�o CHECKED REVISED RL A NO. 2834 DRAWING NO. F CA JRC/JLP DATE 04-7-06 JOB NO. 0371-2 2067-L - PR JECT SHE EI` OF r wN r w / w > - w L � 13 yM., .1 _. _._ , .__ __ __ ___ 14 LIMIT OF WORK 15 1., �- `x .cam -1 �. { { y t -6 3'-B"fl 3'-6"fl 3'-B"fl �0 0 0. 3'-e"A 3'-6"R 3' 3'-6'fl �� LL x w 8 �. O 8 w t_ 3 J �g �'�' �'�' 2 g LIMIT OF WORK 2 ��'— m L EQ. �'�"" 10 9 10 TV 210 P 6 � 3 � - - - - - - _ -- _ 12 CANDLEWOODSTREET - I- - - - - - - -�- - 11+00 13+00 14+00 TMP7 I e CONSTRUCTION NOTES CONSTRUCTION LEGEND 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS �j PROPOSED PERIMETER WALL. OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY, THE CONTRACTOR SHALL ASSUME FULLO CONCRETE HEADER.SEE DETAIL K(CITY STANDARD 534),SHEET L-6. RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. O COBBLE PAVING.SEE DETAIL L(CITY STANDARD 542),SHEET L-6. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. O 810-SWALE PER WQMP REQUIREMENT,SEE CIVIL ENGINEER'S PLANS. 3. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. O CITY SIDEWALK PER CIVIL ENGINEER'S PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COSTO STREET LIGHT PER CITY ENGINEER'S PLANS. INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS �-1 O FIRE HYDRANT PER CIVIL ENGINEER'S PLANS, REQUIRED. REFER TO IRRIGATION PLANS. V8 ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. O CURB AND GUTTER PER CIVIL ENGINEER'S PLANS. 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,ABRUPT 10 ZERO CURB FACE AT INLET AND OUTLET OF BIOSWALE PER STREET CHANGES AND SHARP TRANSITIONS. IMPROVEMENT PLANS. 8. ALL CURVILJNEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 9. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 10. FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS tun w CONSTRUCTION(GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO y� baa SECTIONS 4,201,303,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION,PRE q AND POST INSTALLATION OF CONCRETE WORK,MATERIALS,LABOR,AND CLEAN-UP. v w n ignat _ 7-31 06 e ' a• ��P 4 F 0 F C AL���Q i DESCRIPTION OF REVISION DATE APPROVED SHEET KEY MAP SCALE: 1•=20' CITY of RANCHO C_ U I TRACT 16643 r• 4*f# ,s NORTH 318E CANDLEWOOD STREET CONTRACTORS SAFETY NOTE: ` ° ' ' ® EAST F ETIWANDA AVENUE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND , 14 SECURE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED. w Underground Service Alert CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, EXBURY RACE- CONSTRUCTION PLAN WARNING CONES,BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. •• ,° ,3 APPROVED BY: I(��® Call: TOLL FREE � - r y CIT Y ENGINEER , RCE No. 24E5D 93 DESIGN ARC SIGN GROUPPLAN CROS REFERENCES LANDSCAPE ARCHITECTURE DR SITE PLANNING FOR NOTES AND LEGENDS, SEE THIS SHEET r® DRAWN RA10221-A NCHO CUCADEMAP STREET 91 FOR SPECIFICATIONS, SEE SHEET L-7 -" -- 'L' --�""°`E"'°° REQ �— �.— R (RA M,4-28WCU FAX: A, A 917 0 SHELF 422-41 :3 FOR CONSTRUCTION - xg DL 2 C 0 DETAILS, SEE SHEET L 6 N.T.S. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-3 CHECKED REVISED RLA NO. 2834 DRAWING NO. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5 JRCIJLP DATE 04-7-06 JOB NO. 0371-2 2067-L PROJECT SHEET 9 OF PRESSURE LOSS CALCULATION ® H PROJECT: LEXINGTON-TRACT 16643-LMD BY: GHS 1 1 STATIC PRESSURE HIGH: 67 P.S.I. LOW:60 P.S.I. 1 1 ' SOURCE OF INFORMATION: CUCAMONGA VALLEY WATER DISTRICT ® l SUPPLIER: HUGO BORJA W PHONE NUMBER: I VALVE STATION/GPM: 2591 STATION: 1 GPM: 17 1 1 1 1 W ITEM: P.S.I.LOSS: W W WATER METER: 1" @ 17 GPM 1.60 XER. REF. 11.3 I BACKFLOW: 11/2" @ 17 GPM 10.45 MASTER VALVE: ELEVATION OF HIGHEST HEAD: 13 XER. REF. 11.7 1 '--- FLOW SENSOR 11/4" @ 17 GPM 0.48 GATE VALVE: 11/2" 1 @ 17 GPM 0.01 1266.91' 1 MAINLINE(SCH.40 PVC): 11/2' 25 L.F. @ 17 GPM 0.20 15 AUTOMATIC VALVE SIZE: 11/4" @ 17 GPM 2.50 (� --- --"`- '-%� -' 14 LIMIT OF WORK �.. LATERAL LINE SIZE: 1114 19 L.F. @ 17 GPM 0.32 _, r. -1. _ , w._ v j a,�, ? 3/4 19 LF. @ 7 GPM 3.17 y X Q T O 314` 314" 3/4" 1" 314' 314" 314" SYSTEM LOSSES SUBTOTAL: 20.73 FITTING LOSSES(10%OF SUBTOTAL): 2.07 1 4 " ' - 31,V - LL_ ELEVATION LOSSES/GAINS(ELEV.X.433)±: 0.00 eff z 0 O 314sGV. V- 6 -9, �G 5 X IRRIGATION HEAD PRESSURE: 20.00 _y - I- W W � ♦ ' ttla"1114° 1114" LIMIT OF WORK „!4• �` TOTAL SYSTEM LOSSES: � �o - r _ - ,� ® ®♦�, „ ® . ® W 1/2 ® � - . . . . - o J AVAILABLE PR(+ URE(L 1 4 3 _ (-)DEFlCIT OR(+)RESIDUAL PRESSURE: (+) 17.20 1 C M *- -"1+00 12+00CA N D L EWOO D STREET 13 - 41 +oo CITY'S REQUIRED RESIDUAL PRESSURE: 15-20 FSI +00 • SEE P.O.C.ENLARGEMENT w•♦• +♦ • s �, METER ELEVATION:1265' I 021 mr_'21320� 101 011 Elm=== ME MIN ME SMEMIMIN MAINLINE 3 14 ONTRACTOR TIO PLACE MAIN INE INN IN STREET FOR ADJACENT HIC PLANTER. XERISCAPE ASSESSMENT SYSTEM SUMMARY 17tl� t04 12 TRACT 16324 I " 11/4" ft.86S sq.ft. 11/4 11/4 477 sq.ft, 699 sq. PRESSURE REGULATOR MODULE(PRS-D) NOTE: II. IRRIGATION(Point Value) POINTS, RFF R NC CI AIM D (Sheet f/Ref jo tw2 12 CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE 1. Low gallonage irrigation system.{20) 20 L-3/11.1 11/4" 4 77 sq.ft. CONTROL VALVES AS NECESSARY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. 2. Automatic controller.(20) 20 L-3/11.2 3. Designed to water plants by 10 L-3/11.3 " .' � � - - � `. watering needs.(10) IRRIGATION NOTES : XER. REF. 11.1 i- IRRIGATION LEGEND ,- 4. Sol moisture sensors.(10) - SIM, MANUFACTURER MODEL NUMBER DESCRIPTION. RADIUS G.P.M. P S�I. �� 5. L-L-3/11.5♦ 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE 5. Rain sensors.(5) 5 CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, i RAINBIRD 1812-SAM-PR"H POP-UP-SPRAY HEAD 6 0.42 20 INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND ; ® 6• Wind sensors.(5) - INSTALLATION PROCEDURES. V RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 7' 0.59 20 'T 7. Sensitive to slope factors.(5) 5 L-3/11.7 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER FOLLOWED BY A PRESSURE REGULATOR(IF 1'WATER SERVICE REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER V RAINBIRD 1812-SAM-PRS-IOH POP-UP-SPRAY HEAD 8' 0.65 20 METER X UNE 8. Reclaimed or recycled water.(5) - - VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, + RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 8' 0.58 20 MANUFACTURERS'RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. ' Total Points Claimed: � (Minimum Points Required: 60) 60 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARD SHACKCGS-1 ENCLOSURE,AND SHALL NOTES: ' - - - ' BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CONTRACTOR TO INSTALL PCS SCREENS WHERE ER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 1009'•COVERAGE TO REDUCE OVERTHROW ONTO WALLS ,WALKS AND STRUCTURES AS MUCH AS POSSIBLE. P.O.C. ENLARGEMENT CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. EQUIPMENT 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO nM 1" DOMESTIC WATER METER PER CUCAMONGA VALLEY WATER COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALT_BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. DISTRICT POINT OF CONNECTION NOTE: 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND WATTS FBU-3 LINE-SIZE GATE VALVE CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,FOR DOWNSTREAM TO ANEW Is DOMESTIC WATER METER. REFER ANY DAMAGE OF SAID UNDERGROUND FACILITIES. ® FEBCO 825-YA 11/2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST TO UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW GUARD SHACK ENCLOSURE MODEJI CGS-1 TYPE"K"COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL 11/2"BACKFLOW PREVENTER,A 1114"FLOW METER,AND A 11/2" OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OFA CALSENSE FM-1.258 1114"FLOW SENSOR MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. STATIC WATER PRESSURE: 60 P.S.I. 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY SUPERIOR 3100 SERIES 11/2"NORMALLY OPEN MASTER VALVE SYSTEM DESIGN PRESSURE: 45 P.S.I. ND gC q pkt PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL MAXIMUM IRRIGATION DEMAND: 17 G.P.M. FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO XER..RREF.®11.2 -;- CALSENSE ET2000-8-LRRRITPI 8-STATION ELECTRIC CONTROLLER INSTALL WITHIN A STRONG BOX =y�0 w�aA 9� ADDITIONAL COST TO THE CITY. ILI TP110 CONTROLLER ENCLOSURE MODEL NO.SB-16SS w/CALSENSE OPTION 9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE XER. REF. 11.5 AND STRONG BOX METER ENCLOSURE MODEL N0.MPS-16A-10K "PIP CONTROL VALVE(RCV)ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN * 1-31-oa a<, 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 31NCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER ® RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE @ 154' O.C.MAX. �q B• Q�`P PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 R t7 F C P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. .. .. .. APPROVED SCH.40 PVC MAINLINE, PIPE 2"AND LARGER USE PVC CLASS 315,MIN.COVER 18' 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION, THE APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. ___:__ APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,UNLESS OTHERWISE NOTED 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000 8-LR w/TP-1,TP-110 AND LR/RR DOME INSTALLED WITHIN A A0A STRONGBOX CONTROLLER ENCLOSURE,S13-16SS WITH CALSENSE OPTION AND A SEPARATE METERED ENCLOSURE MPS-A16-10K.ANTENNA PORT INSTALLATION TO BE PROVIDED BY THE CITY.THE CONTRACTOR SHALL PROVIDE AGRADING LEGEND D E S C R I P'I'I O N O F REVISION TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S DATE APPROVED ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. x_00.00 TC GRADES PER CIVIL ENGINEER'S STREET IMPROVEMENT PIANS SHEET KEY MAP SCALE: 1"=2o' CITY o f RANCHO CUCAMONGA 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. - TRACT 16643 14. ALL SPRINKLER HEADS SHALL BESET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS l t' �� s T p-^ ♦♦ 's NORTH SIDE ETIWANCANDLEAAV STREET 1/4 ABOVE FINISHED GRADE. EAST OF ETIWANDA AVENUE s 4 ✓ 14 r O - DCBURY PLACE y✓ A•-••• IRRIGATION PLAN Underground Service Alert Ar APPROVED BY: DATE:SA V06 CITY ENGINEEI RCE No. 24593 Coil: TOLL FREE VALVE SIZING KEY PLAN CROSS REFERENCES °_ ' DESIGN ARCHITERRA KESIGN GROUP DED Z 1 I GHS LANDSCAPE ARCHITECTURE SITE VALVE# > >p•--GPM FOR NOTES AND LEGENDS, SEE THIS SHEET �® 10221-A TRADEMARK STREET 1 -800 FOR IRRIGATION DETAILS, SEE SHEET L-4 - - u� VALVE SIZE x ,._-ZONE SQUARE �P �a�C STREET „�.- ® DRAWN GHS ( >484-2C80�0 CUCAMONGA, A s12 SHEET L-3 3/4 490 sq.ft" FOR SPECIFICATIONS SEE SHEET L-7 422-4133 FOOTAGE FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 N.T.S. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5 CHECKED REVISED RLA NO. 2834 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG JRC/JLP DATE 047-06 JOB NO. 0371-2 2067-L _ - PROJECT SHEET 10 OF POP-UP SPRAY HEAD BODY 8"-12 DIAMETER CLEAR TO NKLER-ANGLE PIPE TO SET TO lfie ABOVE BACKFLOW P13EVENTER SPECIFIED DEPTH NTH 45'ELLS GRADE OF SOL. FINISH ASSEMBLY o MULCH PER TAP CITY STANDARD,TAPER SCH 40 PVC MALE ADAPTOR FINISH 90�GRADE AWAY FROM HEAD COAUNE VALVE(7.)PACES SCH 80 PVC UNION < {- �{SS`: SS `. ENCLOSURE(OT GUARD GS-1) "SNAP-TITE'WATERPROOF .•.�.SSS•Slr` `.s ss�.s• ss s�s.ti,s ( ) WHITE PVC NIPPLE CONNECTORS s❖ ss }sy ,s�s•,s g z e"THKKXI2WIDE BLUE ro�•.LS�••ris;,�•�s s•,ssSy z _ ROUND ELECTRIC CONTROL VALVE SS1Ss��Sssrsss ,SSS•.%ss Sy•• s s ssss ,s%ti;sy•• SSS SS S �'` Y.'%S S •SS�`:SS•1Sr�:SS�s"•.�•Mr�`�I ih COVER ETCHED"IRRIGATION BOX GATE CONCRETE PAD �.5.• ssss+'ssss•'• s�, �. ssss •r.'�sy vs�•.s�•.s�• s♦n�s%w,%ti •'vor.•.vs:s ti,sv CLOSENIPPLEEQUAL), s ss ss.•",,. s .S.ss%.•, ti r.•.s s;•syss s".v••. (CARSON E C EQUAL) LENGTH VARIES PER PLASTIC VALVE BOX AND LOCKING �s•sv. '� ssss;•iss.•:;•s ssv n•%�'v%%% Lu MARKED WITH IRRIGATION ACV" SIZFJMANUFACTURER) Td' COVER(CARSON OR EQUAL SLOPE TO DRAIN AT RED m z AND ETCHED WITH CONTROLLER < FINISH GRADE BRASS WYE STRAINER MIN.2•b BLACK WATERPROOF ALL WIRE z AND VALVE SEQUENCE WITH 80 MESH IRRIGATION CONTROLLER CONNECTIONS OP MIN. MONEL SCREEN ? 1 ( FINISH GRADE PVC SLEEVE REQUIRED PIG TAIL EXPANSION < FOR PIPE THROUGH LOOP(MIN.24'LONG) BALL VALVE-1 112 OR SMALLER WITH CONCRETE PAD PLASTIC VALVE BOX CARSON OR STAINLESS STEEL HANDLE FINISH GRADE LOCKINEQUAG LIG. CNTH TE AT GRADE IN SIDEWALK RESILIENT WEDGE-2 OR LARGER WITH �� 90%COMPACTION TURN A�D3 AND 3'ABOVE IN � 2"OPERATING NUT ► ► REQUIRED GATE VALVE �j / �� 1 t PIG TAIL EXPANSION h SCH 80 PVC NPR E EPDXY COATED LOOP(MIN.2P LONG) � VALVE NIPPLE-TYPICAL � 3` PIG TAIL EXPANSION (2)PACES SCOTCH LOK EPDXY FILLED (MINIMUM 2 LO CONNECTORS FOR ALL FLOW LOOP(MIN.24'LONG) *18'MIN. # 9CH 40 PVC MALE SENSOR WIRE CONNECTIONS. as at •4- BRASS ANGLE40 INSTALL SCOTCH LOK3 ( N) SCH eo NIPPLE e'LONG 9C T i�L 3 3` LOCAL CODE OR PERADAPTOR INSTALLING FLOW METER. F 14 LLOW VALVE W1UNK)N UNE TO SYSTMEMS WIRES a bD 314'WASHED MAALEX90•STREET ELL 0 f z CRUSHED AGGREGATE EO 't � �M�WATER BLACK RED SCH 80 PVC NIPPLE VALVE SCH 80 PVC UNION rnasrEA IGQNrRanw / TO METER 'j+' _ WWAHATE p ED s RIDIG PPE AND RELATED FITTINGS SHALL ELBOW TYPICAL j QUA PLACED TO OFo P D RI PER CUCAMONGA R GA VALLEY WATER (2)PACES FLOW METER A I „��"'w g IN FtpW�7ER pND CONTROL d COMMON WIRES NON PRESSURE m DISTRICT STANDARDS.CONTRACTOR SHALL MASTER VALVE BOX. LITERAL PITTING METER SIZE NONPRESSURE LITERAL UNE VERIFY WITH CVWD PRKXi TO CONSTRUCTION. �R SIER MINIMUM DISTANCE DOWNSTREAM OF UNINTERRUPTED S(5X DIAMETER NOTES: SMETSI BRASS NIPPLE 314'WASHED CRUSHED 1. INSTALL PER LOCAL CODES. NOTE: AGGREGATE BASE 2 EQUIPMENT TO BE INSTALLED ATA MINIMUM OF 24•FROM ANY MINIMUM DISTANCE UPSTREAM OF SCH 80 PVC SXSXT TEE PRESSURE SUPPLY UNE 1,LOCATE HEAD 2 TO 8"FROM WALKS,CURBS,HARDSCAPING, STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE(10X NOTES: MOW STRIPS AND EDGES OF AWN. NOTES: a WHEN UNIT 13 NEXT TOA STRUCTURE(WALL,BUILDING,ETC.) DIAMETER OF FLOW METER SIZE) 1.PACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. USE TEFLON TAPE ON ALL MALE THREADS. MOUNT TESL COCKS ON OPEN OR NON-STRUCTURE SIDE. 1. INSTALL CONTROL VALVES A MINIMUM OF 17 FROM STRUCTURES OR HARDSCAPING. 2. 2 INSTALL CONTROLVALVES A MIN.OF 12 FROM STRUCTURES OR HARDSCAPING. d 4. ORIENT UNIT PARALLEL TO STREET. 2. INSTALL VALVES IN PANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE a INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE NOTES: 3. PACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FN AT BOTTREASOM PER THE ONLY.TKxV PLAN. 4.PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. Q DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 1. MAXIMIZE DISTANCEBETWEEN FLOW METER AND MASTER VALVE 4, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX 4.HEAD CONNECTION AT BOTTOM INLET ONLY. 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND DISIMILAR METALS. 2. IN MULTIPLE FLOW METERIM.V.INSTALLATIONS MAXIMIZE THE DISTANCE R VALVE NUMBER INSIDE VALVE BOX. 7. VALVE PER STD.519 REQUIRED BEFORE BACKFLOW PREVENTER m FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. ro 5. ATTACH FUSTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND d, WHEN MAINLINE 13 3'OR URGER VALVE NUMBER TO WIRE INSIDE VALVE BOX. ° CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA Ol Ol CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 1b APPROVEDBY: STANOARDPIAN APPROVEDSY: REMOTE CONTROL VALVE WITH STANDARD PLAN POP-UP SHRUB SPRAY HEAD rAPPROVED BY: REDUCED PRESSU STMOARDRJW APPROVED BY STANDARD PLAN 539 APPROVED BY ISOLATION VALVE ^N°�D FLOW METER INSTALLATION SHUT-OFF VALVE & UNION -3" or smaller 11 BACKFLOW PREVENTER-TYPE B 517-B 516 �-.. 520 CITY ENG PC DATE sE WTMSTANDNtD SPECiIUTIONSPOR PUBLIC WORKS CONSTRUCTION SHEET 518 '°" (p c' CRY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION SET I OF I BG R.CE SC( CRY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLICWORKSCONS'TRUCTION CITY ENGINEER PATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET IOFI -111, RCE. W CRV ENGIN DATE USE WITH STANDARD SPEGFICATgNS FOR PUBLIC CONSTRUCTION SHEETt OF1 Q' R.C.E. 24953 SHEET 1 OF I R.C.E. R.CE. REMOTE CONTROL VALVE 12" HIGH POP UP SHRUB HEA LINE SIZE GATE VALVE BACKFLOW PREVENTER MASTER VALVE SCALE: N.T.S. RC #518 SCALE: N.T.S. RC #517 SCALE: N.T.S. RC #516 SCALE: N.T.S. RC #520 SCALE: N.T.S. RC # 539 Ep HARODCAPING(SEE NOTE 4) 4s-- 18-..1 St METERED BO M�NO. STAND ALONE CONTROLLER VWTH ANTENNA SERIE py �o� "SNAP-TITS'WATERPROOF ROUND PLASTIC VALVE BOX d COVER: STRUCTURE OR STTRRONNG BOX MODEL NO. ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING LRI RR DOLE ANTENNA SB-SS-SERIES CONNECTOR OR EQUAL FINISH GRADE PORT LOCATED OUTSIDE OF WIRE SERVICE LOOP(LOOP BOX.INSTALLIRONILOCARON CALSENSE CONTROLLER ENOUGH WIRE TO EXTEND WIRE AT GRADE IN TURF AREAS W MIN' NOTE: PER CITY REPRESENTATIVE. .-r COAXIAL.S PUNS BUNDLE S'ABOVE GRADE) 18'MAX. EtIQLLI�RE TO BE GROUNDED PER „ AF AREAS LCX A lout• L� -s-- CALSENSE HARNESS SPACE BOX COVER WITH CALSENSE TP110 E LOCKING TOP ETCHED S.B. CLEAN CS BACKFILL.SEE AL 120 VOLT DUPLEX ' C�so N�0 90% CTION REQUIRED ► TLET(GFCI NO WIRED ED. D I A FINISH CONTROLLER�0 BE WIRED NT IZE. GRADE 8r Rte' TERMINAL ST TO AT GRADE IN AWN AREAS PROVIDE 8'MIN OF SAND I . 3 X 3 X g�CONCRETE NO OPEN E�CTRICAL WIRING CZE H CONTROLLER BEDDING AND SHADDING _ FOOTIN(31NgTALL A MINN Ml1M SHALL BE IN CONTROLLER 33 DNP QUICKCOUPLING VALVE OF TAB MOUNTAREA. If COMMONICONTRO WIRES ,,:, ,. .. : WITH PURPLE f i MINIMUM OF 2 IN AT FINISH 9% 8•THICK CONCRETE ..... .. :'':• ..... RUBBER CAP gg :.'.' :.'.'..,.. .... STAINLESS STEEL ► 073'ABBOIVNETC�FADE�N SCREW 120 VOLT(W( IRE IN RIGID STppEEL 4 i SLOPE TOQ TO DRAIN AT •.• . MINIMUM(3)PLA CES COIWnITFiOL LOCAL ENCLOSURE�DE) � MINIMUM Ur 2%. 12 X 18"GREEN PLASTIC METER :: •• .. ... CONTROL WIRE SLEEVE- I WASHED 3'9Gi 40 CONDUIT FOR •• SIZE PER FLAN INSTALL 2 31,CCRUSHED VIA. ► S C LaAT tWP LIOCAI ST EL - 9Q'P;WEEP ELL CONN 0004TR01 INIRE 80X.CARSON OR EQUAL ADJACENT E PRESSURE AGGREGATE BASE ! ► ► r TO POWER SIDE OF CABINET l T to SUPPLY LINE I; ►� >► �� 2 120 VOLT WIRELINN RIIGIpDpSpT�E�EL 90•SWEEP ELL 8" PRESSURE SUPPLY UNE TO BEd ENCLOSURE �P') SCH 40 BRASS NIPPLE SLEEVE,SIZE TWICE DIAMETER OF PRESSURE ALL TIONS SHALL BE WATER TIGHT SIGH 40 BRASS NIPPLE "OUT TYPE'CONNECTIONS. a-•8r1YP. SUPPLY U 24"LONG ENCLOSURE MOUNT NON-PRESSURE LATERAL LINE SLEEVE-SIZE TWICE PHOTO HEAVY WR SIM CH FORANT ELECTRIC METER PER SCE DIAMETER OF NON-PRESSURE SECURITY LIGHT CONTROL AS LITERAL LINE REQUIRED PER PUNS. NOTES: SCH 40 BRASS 90•ELL 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION NOTES: SECURITY LIGHT TIMER TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 24 VOLT WIRES.TAPED ANDTO L 80 PVC 90• SCH 40 BRASS 900 REQUIRED PER PUNS. 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PAN'S DESIGN SEQUENCE OF REMOTE BUNDLED AT 15 FT.INTERVALS 1.ALL SLEEVES SLEEVES 9G1 PVC. SIGH ELL STREET ELL OONTROL VALVES.32 EXTEND ALL SLEES 12 BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. .RUN FOUR EXTRA WIRES(COLOR:ORANCEI TO FARTHEST RCV ON EACH BRANCH OF THE 2 CU.FT.PEA GRAVEL a ROUTE SLEEVING AROUND HANDICAP RAMPS. PRESSURE SUPPLY B4 REBAR STAKE MAINLINE FOR FUTURE USE PIGTTpAIL.EACH ORANGE WIRE AT THE ENCLOSURE. UNE FITTING (24'LONG) FINISH LIt GROUND ROD 5.NCOMMON OSPLICES IRE TO BE MAIC AND CONTROL R CONTROLLER O BE AND REMOOR TE CONTROL COLOR.VA4.`PING.TOUNDER3(P MAXDEPT TO TOP OF TO TRAFFIC LOADS REFER TO CITY STD.PUN 120 GRAS 291 8.NOLRIHALL E PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO 24'MIN.TO 38r AX DEPTH T(5 TOP OF PIPE BELOW STRUCTURAL SECTION). dd,, PRESSURE SUPPLY LINE LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. �� • 120 VOLT W( I IN RIG1 S SYSTEM PRIOR TO ACCEPTANCE. � 2 SCH 40 CONDUI � 14 TO�OONT PF�LOCAL 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. � Q.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARD9CAPE. NOTE: ROUEfl FJVCL� 8.00NTRULI ER NOT TO BE CONTROLLED BY GA OUTLET 1.PLACE AGGREGATE PRK)R TO INSTALLATION OF VALVE BOX. WI�RI SECURITY LIGHT m W N CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RAN HO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA APPROVEDBY. QUICK COUPLING VALVE STANDARD PLAN r APPROVEDBY: METER ENCLOSURE STANDARD PLAN Q PPFROVEDBY. STANDARD PLAN ! AI,PROVEDBY: 540 CONTROLLER ASSEMBLY ��°�� STANDARD PLAN 536 INSTALLATION -TYPE A _ 24 VOLT SPLICE BOX TYPICAL SLEEVING 533 522 LL 524 CTTYENGINEER Q: RCE DATE SE VY1fN STANDARD SPECIFICATIONS FOR PUBLIC'AORNS CONSTRUCTION SHEET 10F1 CR EENGINEER�3 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CTTYENGINEER DATE USE WITMSTANDAftD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �j CRY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. ��1 OF i DATE USE VI(TH 5TPNDPRD SPBCIFICATIONSFOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 D' R.C.E. 24953 SHEET 7 0f/ R.C.E QUICK COUPLER VALVE METER ENCLOSURE CONTROLmmommum LER 24 VOLT SPLICE SLEEVING DETAIL SCALE: N.T.S. RC #536 SCALE: N.T.S. RC #522 SCALE: N.T.S. RC #524 SCALE: N.T.S. RC#540 SCALE: N.T.S. RC #533 �NOSCAP f um 7-31 06 _ ew OF C F3' I'wa S -- CLEAN BACKFILL-SEE SPEC&FOR IAL 90%COMPACTION 0 NON-PRESSURE LATERAL LINE: SCR.40 SNAKE PIPE In TREMH DESCRIPTION OF REVISION DATE APPROVED PRESSURE SUPPLY LINE: SICK 40)CL315SNAKE CITY of RANCHO CUCAMONGA PIPE IN TRENCH to AN�4 TAPE AT 19TAOL WIPE30.G.ANOE INSTALL ADJACENT TO TRACT 6 PRESSURE SUPPLY LINE - gTMP PROVIDE ND HANORTH SIDE STREET DA EAST TIWANDAVENUE VNU NOTE: IRRIGATION DETAILS 1.PIGTAIL AND LOOP CONTROL WIRE AT 90•CHANGES IN DIRECTION. 2.PRESSURE SUPPLY UNE:2112'AND SMALLER 18'MIN.DEPTH APPROVED BY: DATE: a AND LARGER 2r MIN.DEPTH CITY ENGINEER RCE No. 24593 CITY OF RANCHO CUCAMONGA, CALIFORNIAor DESIGN ARCHITERRA DESIGN GROUP REC' ENDED APPROVED BY: TYPICAL TRENCHING BTA532 NDARD PLAN 532 GHS LANDSCAPE ARCHITECTURE I51J CRY ENGINEER PATE USE WITH STANDARD SPECIFK'ATgNSFORPUBLICIMJRKSCONSIRUCTgN SITE PLANNING R.C.E SHEET I OF I 10221-A TRADEMARK STREET DRAWN RANCHO CUCAMONGA,CA 91730 SHEET L 4 GHS TEL: (�)484.2800 FAX: (909)4842802 TRENCHING DETAIL CHECKED REVISED RIA NO. 2834 DRAWING NO. SCALE: N.T.S. RC #532 JRC/JLP DATE 047-06 JOB NO._ 2067-L PROJECT SHEET I I OF W ® ,� I REFER TO PLANTING DETAIL SHEET, L-6 D FOR TYPICAL CROSS SECTIONS , z i W W XER. REF. 1.3 '> � � I W t - „� V-1 8-6 S,3 S-1 S-6 S 3 S-1 S-4 (� A 13 I 13 25 17 9 29 19 7 3 14 LIMIT F WORK 15 z Y o - �o �--- O O O O _ p X W 1=' r r LAI' }= W - _ - " - - LINE OF� - - - S1GN1' A I M IT OF O R KL.t E Of SIGNB J S-4 S-5 S-6 S-4 S-6 _ S-5 3-4 _ 3-5 - _ S-2 3-5 _ T-1 S-5 _ XER. �- 8 1 j 38 33 9 33 38 12 - - 8 16 581 13 1 t 15 7 16 14+00 CANDLEWOOD STREET I I PLANTING NOTES: PLANTING LEGEND: XERISCAPE ASSESSMENT SYSTEM SUMMARY SYM130L TRACT 16324 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS QTY. REFERENCECLAIMED PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING 1. LANDSCAPE(Point Value) POINTS AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER TREES (Sheet#/Ref.4 PLAN AND SPECIFICATIONS. 0 T-1 Pistachia chinensis Chinese Pistache 15 gallon 30'o.c. 5'Min.Grow Space 7 1. Water conserving plants.(20) 20 L-6/1.1 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT Standard 2. Turf limited to 259'0. 20 20 L 611.2 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. ( ) 3. CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES, 3. Plants grouped by watering need.(10) 10 L-6/1.3 SO THE CITY,AN DAMAGE OF SAID UNDERGROAND SHALL TAKE SOLE UND FACILITIENSIBILJTY OR THE REPAIR/REPLACEMENT,AT NO COST XER. REF. 1.1 SHRUBS pe(non-irrigated)surfaces. 10 5 L-6/1.4 4. Hardsca ga ( ) 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE XER. REF. 1.2 O 3•1 Rhaphiolepis I.'Clara' NCN 5 gallon 60'o.c. 16 5. Permeable paving.(5) - SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED AND THE WORK APPROVED BY THE CITY. 8-2 Carex pansa NCN 1 gallon 12"o.c. 486 91 561 6. Low-water turf varieties.(5) - Triangular spaced 7. Mulch provided in non round cover areas. 5 5 L-611.7 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO I� -g ( ) INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A B 8-3 Leucophyllum f.'Green Cloud' NCN 5 gallon 36'o.c. 36 REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 8. Soil amendments.(5) 5 L-611.8 �O 6. CONTRACTOR 13 RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE S-4 Lavandula a.'Twickel Purple' English Lavander 5 gallon 48"o.c. 28 Total Points Claimed: 65 AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND�OR S-5 Hemerocallis Stella d'Oro' Dwarf Evergreen Da 1i 5 anon 24"o.c. 121 HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, O 9r Daylily 9 (Minimum Points Required: 60) UNLESS OTHERWISE APPROVED BY THE CITY. S 6 TracheloWermum jasminoides Star Jasmine 1 gallon 24'o.c. 414 s.f. 120 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT Triangular spaced MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. VINES 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY ® V-1 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. 13 STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. ND SC APF 000, q XER. REF. 1.8 i• 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND /C2� ` '`"baa 9�ti QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS ((SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRE RATES PER 1,000 SQ.FT. � a 4 CY.NITROGEN STABILIZED SAWDUST gna 120 LBS GYPSUM 7-31 125 LBS GRO-POWER PLUS at XER. REF. 1.7 11. LANDSCAPE AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND '� �, a `flo BLEND INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 0 F CN GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP MULCH#3,AVAILABLE FROM: ARTESIA SAWDUST 13434 ONTARIO AVENUE ONTARIO,CA 91761 TEL(909)97-5983 FAX.(909)923-7208 DESCRIPTION OF REVISION DA'IE APPROVED SHEET KEY MAP WALE: 1"=20' CITY of RANCHO CUCAMONGA- SYMBOLLEGEND �_ TRACT 16645 TREES SHRUBS � • 1S NORTH SIDE CANDLEWOOD STREET CALL-OUT EAST OF ETIWANDA AVENUE SYMBOL CALL-OUT SYMBOL ` ' 74 SIZE - EXBURYPIACE ,,�' , PLANTING PLAN Underground Service Alert (gal./box) QUANTITY QUANTITY 10 1s APPROVED BY: DATE : d� ' 11 12 Call: TOLL FREE � �� � � � CITY ENGINEER ARCHIT2g,6ZfZ RCE No. 24593 PLAN CROSS REFERENCES z DESIGN ERRA DESN GROUP LANDSCAPE ARCHITECTURE � SITE PLANNING SEE THIS SHEET �® 10221 A TRADEMARK STREET 1 '$00 FOR NOTES AND LEGENDS, sP_ DRAWN RANCHOcucAMONGA,cA 9173 SHEET l� FOR PLANTING DETAILS, SEE SHEET L-6 -, ---- - D STREET - ® D R (909)484-2800 FAX: (9os)4a4-2ao2 L-rj 422-4133 FOR SPECIFICATIONS, SEE SHEET L-8 I F inniinmm, N.T.S. FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 CHECKED REVISED RLA NO. 2834 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3 JRC/JLP DATE 04-7-06 JOB NO. 0371-2 2067-L PROJECT SHEET if OF LOOP HOSES TRUNK NOTES: 1'GREATER (TYP.) I. REMOVE NURSERY STAKES AND THAN DIAMETER FILL CAVITY WITHIN ROOTBALL 1 2. STAKES TO BE PLUMB AND r\�7�rr PARALLEL ) TO PREVAILING ND. CURB E GUTTER,SIDEWALK,ETC.) TYING PLAN ` _ \J HARDSCAPINfi(CONCRETE HEADER, n ^� n V ^� r LC COMPACTED WOOD CHIP (` ` WN/E E ONE REQUIHREMENT PACINGMULCH. NEW RUBBER HOSE OVER WIRELIMIT OF PLANTERAREA FINISH SOK GRADE v 17 TURNBUCKLE(EYP.) AT POINT OF CONNECTION. \! GALV.STEEL CABLE SPACED TOP TIE TO BE PLACED AS TIGHTLY COMPACTED?BERM TO FORM EQUALLY AROUND TREE- 'ARBOR GARY OR EQUAL IN L�O�W��A�S7P�OpS�SIpBLyyE�OpNpTHE �✓ DEPRESSED WATERING BASIN. NJV COVER WITH 3't DIA.X 3 TURF AREAS. FLDUHIti OF THE TRff I TOP OF STAKES BLOW `�.� � + CLASS 200 WHITE PVC PIPE. HEAD OF TREE WHERE TOP OF ROOTBALL TO v Y WOOD CHIP MULCH. NOT O LOW AS TO LOSE SPECIES GROWTH HABIT PERMITS. EXTEND 7 ADOVE NO WOOD CHIP MULCH SHOULD BE TIGHTLYCOMPACTED11 BAS SUPPORTORALLOW TOP OF ROOTBALL TO TO FORM WATERIND 64SIN FOR THE HEAD TO DROP. MAIN TRUNK FINISH GRADE PIECED OR ALLOWED TO REMAIN a D(7EN07ABOVE RESIDENTIALA GROUND ( OVER THE ROOTBALL. FINISH GRADE COVER INSTALLATIONS. IF �SETS OF CINCH TIES SPACED RE APART CONVEX SIDEAGAINSTTREE 20 FINISH GRADE TURF r W000 CHIP MULCH IN SCREWS O SPLODGE POLES.GALVANIZED PLANTER,SHOULD NOT BE PLACED OR ALLOWED TO ?MAX 7 DIA.LODGE POLE PINE STAKES SHOVEL Cllr EDGE COMPACTED REMAIN OVER THE ROOT BALL. WITH WOOD PRESERVATIVE STAIN, NATIVE SOIL E DRIVE A MINIMUM OF 7 INTO DISTANCE EQUAL TO THE 7 DISTANCE EQUAL TO THE qc STAKES UNDISTURBED OUTSIDE ROOT BALL. OF SPECIFIED SHRUB ON CENTER SPACINGON CENTER SPACING �T SALL OF SPECIFIED SHRUB DISTANCE EQUAL TO THE ON CENTER TOP OF ROOTBALL TO EXTEND 7 TIGHTLY COMPACTED X BERM ABOVE FINISH GRADE SPACING OF SPECIFIED SHRUB TO FORM WATERING BASIN FOR PLANT PIT TO BE(2)TIMES THE UNLESS SPECIAL CASE A3 DESCRIBED RESIDENTIAL AND GROUND COVER PLANT PR TO BE(4 TIMES THE WIDTH OF THE ROOT BALL IN NOTE 4.BELOW. T INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE ROOT BALL.NO OF PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE AREAS TO BE REMOVED PRIOR PLACED ORALLOWED TO REMAIN NATIVE BACKFN l WITH p TO CITY ACCEPTANCE. OVER THE ROOT BALL. NOTE: 1.PRIOR TO PUR LE TO P E INSPECTOR T OF THE APPROMULCH,THE CONTRALTO NO ROCKS GREATER SUBMIT A SAMPLE TO THE INSPECTOR FORAPPROVAL. it THAN 3'DIAMETER. NATIVE BACKFILL WITH NO 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL P-MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND ELIGIBLE EARTH ANCHOR SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON PLANT PR TO BE(( Mat f ft KBIT EAR SYSTEM ROCKS GREATER THAN 3' PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER ARLES. TIMES THE WIDTH U UU Dlp)�TEp. 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. THE ROOT BOLL. UNDISTURBED NATIVE SOIL. 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR ARBOR GUARD IN TURF SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 4.NO MULCH SHALL BE PIECED OVER THE ROOTBALL OF A WOODY PLANT OR AREAS AND FRONT YARDS. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOWED TO REMAIN THERE UNDISTURBED NATIVE 90X FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. T NATIVE BACKFILL WITH NOTES: 3. SPAGNG REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES NO ROCKS GREATER N 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS.PLANT OUANTITIES INDICATED ON THE THAN X DIA. OF ROOT BALL DO NOT CRACK ROOT BALL. LEGEND ARE ESTIMATES ONLY. 1. INSTALL GUYS HAND TAUT TO PREVENT DEFORMATION OF LIMBS. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS 2. WIRE SHALL BE CLAMPED OR CRIMPED,NOT TWISTED. NATIVE SOK UNDISTURBED Ne SPECIFIED A SIDEWALK,AFTER ALENGTHEN THE SPACING PARALLEL TO APPROVAL OF CITY INSPECTOR. e a TOP VIEW Ii 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 °"E°BY TREE GUYING DETAIL STANDARD PLAN PROVED BY: DOUBLE STAKED TREE STMOARDPIAN r ROYEDBY: STANDARD PLA509N °VEDBY SHRUB AND GROUND COVER STANDARD" RDVEDBY. MULCH INSTALLATION STANDARD " 5 GAL-24 BOX 502 CONTAINER PLANTING ry^,A� SPACING 508 S SHEETI OF1 36 BOX OR LARGER " 11�71TI.-N.-Elt 5 W ITY ENGNEER DAE USE MTHS ViWRD SPEGF CATIONS FOR PUBLC NATRKS CONSTRUCTION 503 RITY ENGINEER DATE USE`WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET IOF, R.CE- DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONYENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WGRKSCONSTRUCRON IR, TY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SH�IOFI R.C.E. 24953 SHEET CE. 24953 MULCH LAYER TREE GUYING TREE PLANTING SHRUB PLANTING SHRUB SPACING SCALE: N.T.S. RC 509 ® RC #508 SCALE: N.T.S. RC #503 ® SCALE: N.T.S. RC#502 SCALE: N.T.S. RC # 506 SCALE: N.la T.S. N R z z W E l J �J STORM DRAIW CATCH BASIN 1--ui W UNDERGROUND S ppb v UTKfiIES W ' LW 8 La.. a *TOP TIE TO BE PLACED AS LOW v` v TOP OF STAKES BELOW HEAD SIDEWALK POLEUTILI _r CL POSSIBLE ON THE TRUNK TO OF TREE WHERE SPECIES GROWTH L ALLOW FOR WIND FLEXING OF THE TREE. HAIR PFRMTTS. �' 1 BUT NOT 90 LOW AS TO LOSE SUPPORT OR ALLOW THE HEAD TO DROP. MAIN TRUNK SETS OF CINCH TIES SPACED MIN. MIN. c 1 * TOP OF ROOTBALL TO EXTEND? APART,CONVEX SIDE AGAINST CURB AND GUTTER TREE TRUNK ATTACH WITH C �� FROMTOPGRO�OIBALL 0 F 0 i2•MUL LODGE GALVANIZED SCREWS TO 7 ORIGINAL GRADE NATIVE BACKFILL WITH NO ROCKS Q _ 7 DIA.LODGE POLE PINE STAKES GREATER THAN 3 DIAMETER LaLL TOP OF ROOTBALLTO EXTEND WITH WOOD PRESERVATIVE STAIN, YBERMTIGHTL.YCOMPAIN C m m ?ABOVE FINISH GRADE DRIVE A MIN.OF B'INTO UN- PLACE TO FORM WATERIt BASIN. DISTURBED SOK AND POSITION SIDEWALK STAKES OUTSIDE ROOTBALLcr- ERNE S ORIGINAL GRADE X BETMTIGHTLY COMPACTED d+ I APPROACH 4 CANDLEWOOD STREET a' T_6N U U IN PLACE TOFORMWATERING IMP TEDoursl(>EOF SIDE PARKWAY ROOT BALL B s CURB AND s IO IO WALK GUTTER MI MIN. UNDERGROUND PLANATIVE BACKFRi CORN WIDTH OF THEPIT TO�RO(O�T&IMES ALL THE STRANSFORH ER VAULT. NO ROCKS GREATER THAN?DIAMETER NOWOOD CR SHHOULD BE PLACED Oft OR TYPICAL CROSS SECTION A-A ALLOWED TO PLANT PIT TO BE(� jr,E OV£RTFiE ROOTBALI L TIMES THE WIDTH OF FY1 NOTES. CANDLEWOOD STREET - NO TREE SPACING SHALL CRE SU PLANS APPROVED BY THE CITY ENGINEER THE ROOT BALL. m 2 ALL TREES IN THE R.O.W..ARE SUBJECT TO UNE OF SIGHT NO WOODCHIP MULCH CRITERIA AS APPROVED BY TRAFFIC ENGINEER. SHOULD BE PLACED OR UNDISTURBED NATIVE SOL I MAINTAIN 5FEET FROMCENTEROFTREE TOEDGE OFALL UNDERGROUND SCALE: N.T.S. ALLOWED TO REMAIN OVER THE ROOT BALL. FACILITIES.IN ADDITION MAINTAIN 9 FROM CENTER OF TREE TO ALL UTILITY OWNED WATER&SEWER LATERAL LINES. fj 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY UNDISTURBED NATIVE 90X. NOTES: 9 FROM CENTER OF TRE TO EITHER SIDE OF PROPERTY LINE 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES. OF ROOT BALL.DO NOT CRACK ROOT BALL 5 ENGINEETREES ARE RING DIVISION.SUBJECT TO INSPECTION AND ACCEPTANCE BY THE L!J Z_ 1.REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL @ R STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY z cc J Ct 2.STAKES TO BE PLUMB AND PARALLEL STANDARD PLANS. } 3.STAKE TREE PERPENDICULAR TO PREVABING WIND. cc I CITY OF RANCHO CUCAMONGA, CALIFORNIA w LZ CITY OF RANCHO CUCAMONGA,CALIFORNIA F CITY OF RANCHO CUCAMONGA CALIFORNIAAPPR �' , PRDYEDBY. DOUBLE STAKED TREE ON SLOPE ESTANDARD PLAN 1, �� CONTAINER PLANTING ON SLOPE �� °PLNN W OVE�DBY TREE PLACEMENT STANDARD 505 _. 507 N 501 47Y ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION ITY ENGINEER DATY. USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FTY ENGINEER DAT F' USE CORM STANDAROSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET IOFI RCE. SHEET I OF 1 R.CE. SHEET 1 OF 1 SHRUB ON SLOPE TREE PLACEMENT PERIMETER TREE ON SLOPE WALL RC #505 SCALE: N.T.S. RC # 507 SCALE: N.T.S. RC #501 (SLOPE U SCALE: N/A � ul a co C13 1�48CgpE NORCANDLEWOOD STREET TAREVENWITH FLAT 5'-6" 4' 7'-6" U U ?y a dB CASE1 CURE CURBANDWAIK TOOL MORTAR JOINTSTOACMWOMSUL COBBLESTONE stil>EwAuc SIDE PARKWAY PLANTER WALK 4 7131 .t 4 4 4 4 �-....-/ppm - e B U R�NEMA7NCOBBi.ESTE9 TYPICAL CROSS SECTION B-B CJAg2 (LOCATERPER PER TUK 90L DFPTHAT � Date G �\ Ic EDGE OF COBBLE O F C11, ` CONCRETE HEADER-1/?RADIUS CANDLEWOOD STREETL DMED EDGES AND FINISH PER PLAN ?IN LAWN (INSTALL AT GRADE LEVEL AT SWALE • • COBBLESTONE ?IN PLANT BED CROSSINGS) �M1WbtlD M NCRETE SCALE: N.T.S. VORV SEE NOTE 2 FINISH GRAB CASE t MILK WRTAREDSTONESWALE v 4r ., . •�� COBBLESTONE BEr�IEAT�H W SO W#S BARB Y d'3 RE-DAR CONTINUOUS 2'MK/4'MNL RA0. (UNLESS OTHERWISE INSTRUCTED) CURB4GUTTER SEECETALFOR rPWMOWCUHS ENDWTDIiON PER CITY ST0.531 DESCRIPTION OF REVISION DATE APPROVED r POC MDW W RS PER CRY STD 531 A � . � COBBLESTONE CITY of RANCHO CUCAMONG 4. .4 L 4• . SIDEWALK TRACT 16643 JOWAT RIGHT ANGLES(tYP.) 2r I NW1.14'h"M0. EXISTING CURS NOTES: OR WU K NOTES: 1,CONCRETE CLASS 520-D251IL END COM ON NORTH SIDE CANDLEWOOD STREET 1.PROVIDE 90ORE JOINTS AT1U-oD.C.AND&VEXPANSION JOINTS AT20-P D.C. LROCKSIZES.UNLESS OTHERWISE SPECFLL EASHAE: BOULDEM:NNL3r-MI.IV EAST OF ETIWANDA AVENUE 2.r WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED COBBLESTONES:MVC 1r-NK r WITH ONE FLAT SIDE TURF. S BOULDERS SHALL HAVE 113EM I)EW,COBBLES SHALL HAVE 23 EMSEDWNT 3.CONCRETE TO BE 520-C-2500 MIN. 4.ALL SPACES BETWEEN STONES SHALL BE FLLED WITH GLASS I'MIRTH t PART C£NENT T02.211 PARTS SAND,2WO PSI 4.HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,AS AN EDGE 5.A S LMPU DEME, K 40 aE.,SM BE APPROVED WEq TREATMENT TO ALL NON-HUARD9CAPELIMITS OF WORK,AND BETWEEN ALL TURF AND 5.ASANG AREA,MRt409GFL,SNIVELEAPPRWEDBYTNECITYINSPECTOR!PRIORTOPROCEEDINGWITH WORK GROUNDCOVFR AREAS. 4.FINAL RESTING OF ALL ROCKS T O BE APPROVED BY THE THE CITY INSPECTOR. CONSTRUCTION ING T.ROCKS SWILL BE SNOOTK ROUNDED AND FREE OF OWEOTONABLE DWGUIiATONSAND EXCESSIVE IRONWMEM. �/INSTRUCTION AND PLANT I ALL COBBLE STONE AREAS SHALL HAVE rxr CONCRETE HEADER ASAN EDGE AT PLANT ! RD MUMDETAILS .ROCK90APE SHOULD FOLLOW GRADE MERE SLOPES EXIST AND AT ALL TINES WITHIN R N THE DYED BY CITY OF RANCHO CUCAMONGA, CALIFORNIA DPN CITY OF RANCHO CUCAMONGA, CALIFORNIA A R E Y: YE d6 CONCRETE HEADER RIVER WASHED GRANITE STANDARD PLAN W COBBLESTONES 542 534 CITY ENGINEER RCE No. 2459 RYENGBNEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SLEET I OF, RCE ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 10TH R.C.E. DESIGN ARCHITERRA D SIGN GROUP HEADER COBBLE PAVING DR LANDSCAPE ARCHITECTURE SITE PLANNING; CONCRETE10221-A TRADEMARK STREET DRAWN RANCHO CUCAMONGA,CA 91730 SHEET SCALE: N.T.S. RC# 534 SCALE: N.T.S. RC #542 DR TEL: (W9)484-2800 FAX: (909)4842802 L.-6 CHECKED REVISED RLA NO. 2834 DRAWING NO. JRC/JLP DATE 04-7-06 JOB NO. 0371-2 2067-L. PROJECT SHEET 13 OF SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. " " q d. Pressure rating in P.S.I. 4. Use 9-112"x 16 x 11 rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings,or PART 1-GENERAL e. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson Industries Ar 3. The chart shall show the area controlled by the automatic controller f. Date d extrusion pressure test all piping under paving prior to the paving work. where the system has been willfully installed as Indicated on the and shall the maximum size which the controller door will allow. 1419.128 with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to 1.01 DESCRIPTION 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be 8. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10"x 10-114'round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted. 4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No.910.128 and/or concrete is necessary,it shall be done and replaced by the A. Scope of Work: Provide all labor,materials,transportation,and services However,in the event the controner sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shag be necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shad be enlarged to a size that will be readable C. PVC Non-Pressure lateral Line Piping: Drawings and described herein. when reduced. sidewalks and/or concrete shah be obtained from the City of Rancho tested and adjusted to meet site requirements. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 codes,safety 5. The chart shag be a black line or blueline ozadd print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be d the same size,type,and deliver the paving. 3.07 MAINTENANCE B. Standards: AN work and materials shall comply with governing orders,standards,and regulations,and meet the minimum requirements d color shad be used to indicate the area d coverage for each station. same rated precipitation with the diameter or radius d throw, 3. Refer to Ci Standard 120"Trench Repair"when within Ci streets the Standard Specifications For Public Works Construction(Green Book)latest Pr P ( ) City P City A. The entire irrigation system shall be under full automatic operation for a edition. 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period d seven(7)days prior to any planting. 8. When completed and approved,the chart shad be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. sealed between two pieces of plastic,each piece being a minimum 20 1.02 QUALITY ASSURANCE&REQUIREMENTS mils. D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the 3. Pipe shall be made from NSF approved,Type 1,Grade 11 PVC 2. Spray heads shall have a screw adjustment. operation perms, A. Permits and Fees: The Contractor shah obtain and pay for any and all 7. These charts shall be com /clad and a compound conforming to ASTM resin specification 01784. AN pipe 1. Routing d sprinkler irrigation lines as indicated on the Drawings is p approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies)in such a permits and all observations as required. observation d the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. 3.08 CLEAN-UP B. Manufacturer's Directions: Manufacturers directions and detailed drawings D. Operation and Maintenance Manuals: Clean-up shall be made as each portion d work progresses. Refuse and excess dirt shall be followed in all cases where the manufacturers of articles used in this 4. Except as noted in paragraphs 1,2,and 3 d this section(2.01 B),all 4. Riser nipples for all sprinkler heads shah be the same size as the 2. Instal NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shag be bloomed or washed requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work d others shall be repaired to its Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamon a within ten Specifications. g the same as for solvent-weld pressure main line pipe and fittings as original condition. calendar days prim to completion d construction,two hard-cover, 9 set forth in section 2.018 d the Specifications. d 5. All sprinkler heads the same type shall bthe same manufacturer. 3. Install all assembles specified herein in accordance with respective C. Ordinances and Regulations: All local,municipal and state laws,and rules three ring binders containing the following information: detail. In absence d detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE and regulations governing or relating to any portion of this work are hereby a. index sheet which states Contractors name,address,and D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work,perform such work in Incorporated into and made a part d these Specifications,and their telephone number,and which lists each installed ui ant accordance with best standard practice with prior approval of City d A. The Contractor shall operate each system in its entirety for the City d Rancho eq Pm 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by provisions shad be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shah be reworked to the complete satisfaction these Specifications shall not be construed to conflict with any d the above manufactures local representatives. rules, regulations,or requirements d the same.However,when these b. Catalog and 4. PVC pipe and fittings shall be thoroughly cleaned d dirt,dust,and d the City d Rancho Cucamonga. g parts sheets on every material and equipment 2. Fittings shad be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding Specifications and Drawings cog for r describe materials,workmanship,or item installed under this Contract p-460. construction d a better quality,higher standard, methods shall be as recommended by the pipe and fitting B. The Contractor shad show evidence to the City d Rancho Cucamonga that the required by the above rules and regulations,the provisions varier size than is C. Guarantee statement. 1. Controller enclosure shall be size and type shown on the irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as ovisions d these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: d Irrigation Detail sheet. final site observation can occur. Specifications and Drawings shall take precedence. major equipment. Drawings and Ir 5. On PVC to metal connections,the Contractor shall work the metal required before D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals,provide 1. Pipe: Type K.hard tempered. 2. A backboard shall be secured to the controller enclosure housing to cones ions first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE the City's maintenance personnel with instructions for major 2. Fittings: wrought provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light ng g copper,solder joint type. terminal strip. wrench pressure is ad that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City d Rancho 1. Due to the Scale d the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City d Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 3. A 117 volt duplex box shag be provided with an On/Off switch,and a pipe may be solvent welded. the time indicated: shall carefully investigate the structural and finished conditions rendered. 16%zinc,24%cadmium,solidus at 1125°F,and fiquidus at 1145°F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply affecting all d his work and plan his work accordingly,furnished such fittings,etc.,as maybe required to meet such conditions. E. Equipment to be Furnished: F. GateValves: to the controller housing. AN power within the housing shad be E. Line Clearance: 1. Pre-Job Conference-7 days Drawings are generally diagrammatic and indicative d the work to be properly phased. Installed. The work shag be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. AN lines shall have a minimum clearance d six(6)inches from each 2. Pressure supply line installation-24 hours conflicts between the irrigation system,planting and architectural 1• Bad Valves(1 1I2"and smaller} 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (12)inches from fines of other trades,with the features. a. Two(2)sets of special tools required for removing, points of connection of ad appropriate wiring(station valves,master exception of the control wire sleeve(s)which shall be installed 3. Lateral fine and sprinkler installation-24 hours disassemble and adjusting each a. Ball valves shall be a 125 ib SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shall not be installed n9 1 9 type d sprinkler and valve 2. ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller instafatlon-24 hours fu work canted for on the Drawings by notes or details such be supplied on this project. furnished and installed whether or not specifically mentioned in the b. Two(2) of valve keys for operation d b. Ball valves shall be Nibco T-585-70-68 or approved equal. Q. Miscellaneous Irrigation Equipment: keys f specifications. c. Two(2)keys for each automatic controller. gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation-24 hours d. One(1)quick coupler key and matching hose swivel for " 1. Refer to the Irrigation Plans for sizes and types of miscellaneous 3. The Contractor shad not willfullyinstal the Irrigation stem as every five 5 or fraction thered d each 2• Resident Wedge Gate Valve(2 and Larger) irrigation equipment. 1. Instal as per manufacturer's instructions. Remote control valves shall 8. Pressure supply fine and lateral line test • g system ( ) type d quick �9-48 hours shown on the Drawings when it is obvious in the field that coupling valve installed. be connected to controller in numerical sequence as shown on the obstructions,grade differences,or discrepancies a. Resident Wedge Gate valves shall be epoxy coaled and 2. All miscellaneous irrigation equipment shag be as specified or Drawings. 7. Coverage test-48 hours 9r pansies in area dimensions equipped with a 2"operating nut. approved equal. exist that might not have been considered in engineering. Such 2. The above mentioned equipment shah be turned over to the City at � � b. Resident Wedge Gate valves shall be No.403 RT-RW as G. High Voltage Wiring for Automatic Controller: S. Final observation-7 days obstructions or differences should be brought to the attention d the the conclusion d the project. Before final observation can occur, supplied W Watts or approved equal. PART 3-EXECUTION City d Rancho Cucamonga to the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. 1. 120 vol power connection to the automatic controller shah be B. When observations have been conducted other than the City d Rancho performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga revision necessary. Q. Quick Coupling Valves: 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga,show evidence in writing of when and by whom these 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING observations were made. 1.03 SUBMITTALS 1. Quick coupling valves snag have a brass,two-piece body designed for A. All scaled dimensions are approximate. The Contractor shall check and verity 2. AN electrical wok shag conform to local codes,ordinances,and union C. No site observations will commence without"As-Buil"record drawings. The A. Material list: A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise all size dimensions and receive approval from the City d Rancho Cucamonga authorities having jurisdiction. care in handling,loading,unloading,and storing PVC pipe and fittings. AN working pressured 150 P.S.I. prior to proceeding with workdaal under this Sen. contractor shall ncall for a site visit without"As-Built"record drawings, PVC pipe shall be transported in a vehicle which allows the length of pipe to H. Remote Control Valves: without completing previously noted corrections,or without preparing the 1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject 4 to under bending or a ooncentraded external load 2. Quick coupling valve shad be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit. processes specified b name in the Drawin s and S size and type shall be as shown on the Drawings. Y g Specifications. No at any point. Any section d pipe that has been dented or damaged will be Contractor shag be responsible for damages to utilities which are caused by 1. Instal where shown on the Drawings. Where grouped together,allow substitution will be allowed without prior writtenroval b the discarded,and if p piping.installed,shall be re laced with newhis operations or neglect. Check existing utilities drawings for existing utility at least twelve(1 2)inches between adjacent valve boxes. Install each aPp yH. Backflow Prevention Units: remote control valve in a separate valve box. CONCRETE SPECIFICATIONS City d Rancho Cucamonga. locations. 1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be d size and type indicated on the PART 1 GENERAL 2. Complete material list shall be submitted prior to performing any C. Coordinate installation d sprinkler materials including pipe,so there shah be I. Flushing d System: irr'igat'ion drawings. Instal backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting work. Material list shall include the manufacturer,model number, A. 11 the Contractor wishes to substitute any equipment or materials for the and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and 1.01 Description manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga connected,all necessary diversion work has been completed,and concrete information refer to the Standard Specifications for Public Works is a guide to proper submittal format: for approval: 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shad careful/ check all grades to sate himself that he maFor y Y 9r sty Y prior a installation d sprinkler heads,the control valves shall be Construction(Green Book: Edition per the City d Rancho Cucamonga). Refer to screwed boy with sQ mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and fug head d water used to flush out the system. Sections 4,201,303,and 400,as well as any other sections related to the installation, 11008 or approved equal. Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. per and post installation d concrete work,materials,labor,and clean-up. The Use a separate sheet d paper for each item to be submitted. 3. All pressure make line piping between the 3.02 PREPARATION 2. Sprinkler heads shad be installed only after flushing d the system p pip n9 point d connection and has been accomplished to the complete satisfaction d the city d Standard Specifications for Public Works Construction is available from: 1 Backflow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. Rancho Cucamonga. 2. charProvts f descriptive catalog literature,performance charts and flow The Contractor shall verity with the local governing body as to A. Physical layout: BI Building News 2 Automatic Controller Calsense ET1 24-DR charts for each item to be substituted. material type and installation procedures prior to cart of J. Sprinkler Heads: 3055 Overland Avenue 3 Master Valve construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shad size stake out all pressure P Los Angeles,CA 90034 Superior 3100 RCV 3. Provide the amount d cost savings lf the substituted item is supply tines,routing and location of sprinkler heads. {310)202-7775 approved. 1. Check Valves: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler 4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects 102 Scope B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 to installation. to those itemized. Irrigation submittal must be s n9 pound W.O.G.bronze Furnish and instal all concrete work complete as indicated on the drawings or as g pacific and complete. AN items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc 2. Spacing d heads shah not exceed the maximum indicated on the listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shah meet or exceed Federal Specification WW-V-51 D,Class A, B. Water Supply: specified,including,but not limited to the following: Drawings. In no case shag the spacing exceed the maximum res,etc. No copies d manufacturer's literature(catalog cuts are Type IV, recommended b the manufacturer. required as submittal information. 1.06 GUARANTEE 1. The irrigation system shall be connected to water supply point(s)d y A. Furnish and set all reinforcing steel,bolts,and anchors. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 3.04 TEMPORARY REPAIRS 3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and outlet. Internal parts shad be stainless steel d the City d Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate locationB. install all items required by other trades which are to be cast into concrete.s)shown on The Ci reserves the right to make tem repairs as necessary to keep the may be required to remove such materials from the site at his own these Specifications shag be filed with the City prior to acceptance d the drawout from 5 to 40 feet d head. Anti-drain valve shag be similar to the Drawings. The Contractor is responsible for minor changes City g temporary P C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where g �em sprinkler system equipment in operating applicable expense. irrigation s the Valoon'ADV'or approved equal. caused by actual site conditions. p yst eq p op g condition. The exercise of this right by the City shall not relieve the Contractor d his responsibilities under the terms of the 4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations andJ. Control Wiring: C. Electrical Supply: guarantee as herein specified. product or products apparently meet the requirements d the maintenance manual. 1.03 Protection Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.05 EXISTING TREES All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. samples submitted. C. The guarantee form shad be re-typed onto the Contradoes letterhead and controllers and the electric control valves shag be made with direct made to electrical point(s)of connection as indicated on the shad contain the following information: Where it is necessary to excavate adjacent to existing trees,the Contractor shad use all Barricade shah be placed imadiatelybarn after concrete finishing. Contractor shah furnish, � burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings. � j � place and remove all d his own barricades. Contractor shah be responsible for any 5. Manufacturer's warranties shah not relieve the Contractor d his possible care to avoid injury to trees and tree roots. Excavation in areas where two control wire conduit within structure shall be made with AWG-TW liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid wire. Pilot wires shag be a different color wire for each approximate locations shown on (2)inch and larger roots occur shall be done by hand. AN roots two 2 inches and damage to new construction ttothe Ci and replacement a repair d the work shall be made capper 2. Connections shall be made at the ( ) { ) without added Dost to the City. supplement the guarantee. automatic controller. Common wires shag be white with a different the Drawings. The Contractor is responsible for minor ch larger in diameter,except direct in the path of i or conduit,shah be tunneled po angel cause 9 Pt h Pa pipe We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Instal in accordance with by actual site conditions. under and shall be heavily wrapped with burlap to prevent scarring or excessive 1.04 Clean-up B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturers specifications and wire chart. in no case shall drying. Where a ditching machine is run close to trees having roots smaller than two accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.03 INSTALLATION (2)inches in diameter,the wag d the trench adjacent to the tree shah be hand Upon completion letion d all concrete work and before final acceptance,the Contractor shah 1. Dimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall a Contractor shah provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or be painted with two coats d Tree Seal,or equal. Trenches adjacent to tree should be remove all toots,surplus materials,apparatus,debris,etc.from the site and the site set of blueline ozalid prints which shag be corrected daily,showing workmanship which may develop during the period d one year from dated A. Trenching: shad be left in a clean,neat condition acceptable to the City. Y 2. Wiring shah osprey the sane trench and shall be installed along the 9' every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing within twenty-four(24)hours;and where this is not possible,the side d theing or same route as pressure supply or lateral lines wherever possible. trench adjacent to the Dee shah be ice shaded with burlap p SC q exact installed locations,sizes,and kinds d equipment. Prints for this replacing d such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom d 1 Pt p or canvas. PE purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1)wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shad follow This set of drawings shad be kept on the site and shall be used only receipt of written notice. In the event of our failure e to make such repairs or be taped together at intervals fifteen(1 k1'5)feet. layout indicated on the Drawings and as noted. 3.08 FIELD QUALITY CONTROL UMW 9 as a record set. replacements within a reasonable time after receipt of written notice from the City,we a � q 70 p S authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shalt be provided within three(3)feet d each 2. Provide for aminimum dA. Adjustment of the stem:twenty-four(24)inches cover for all j Y ,Z3 ;.4 0 � 2. The Contractor shag make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be d sufficient length at each irrigation lines installed under paving or hardscaping. drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case d 1. The Contractor shall flush and adjust all sprinkler heads for -+ work to actually installed. For example,should a piece a equipment PROJECT: 3. Provide for a minimum d twenty-four 24 inches cover for aN optimum performance and to prevent overspray onto walks, 4 - We repair,the valve bonnet may be brought to the surface without y- ( )' P Y be installed in a location that does rad match the plan,the Contractor 7-3 must indicate that equipment has been relocated in a graphic LOCATION: disconnecting the control wires. Control wires shall be laid loosely pressure supply fines of three(3)inches or larger in diameter. roadways,and buildings as much as possible. manner so as to match the original symbols as indicated in the in trench without stress or stretching wire conductors. P I ons �Q irrigation legend. The relocated equipment and dimensions will SIGNED: 4. Provide for a minimum d eighteen(11 8)inches Grover for all pressure 2. If it is determined that adjustments in the irrigation equipment will 1 ` 5. All splices shall be made with Scotch-Lok#3578 Connector Seating supply lines d two and one hag(21 f2")inches or smaller provide proper and more adequate coverage,the Contractor shah P 1011Z.then be transferred to the original record drawing plan at the proper time. ADDRESSED: aP-Packs,Rainbird Snap-Tito lite wire connectors.,or approved equal. Make make such adjustments prior to planting. Adjustments may also 0 F C only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(12)inches for all non-pressure include changes in nozzle sizes and degrees of arc as requited. 3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 8. Feld splices between the automatic controller and electric control lines. all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without fior a 3. Lowering raised sprinkler heads b the Contractor shah be similar mylar material. Arrangements shall be made through the city PART 2-PROD Jere pr approval d the City d 8. Provide for a minimum cover d eighteen(18)inches for all control n9 Pr Y for obtaining said sepia myfar or similar mylar material. All work Rancho Cucamonga. wiring. accomplished within ten(10)days after notification by the City. shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets 4. AN sprinkler heads shall be set perpendicular to finished grades technical pen made expressly for use on mylar material. Such pen susceptible to traffic bads. unless otherwise designated on the Drawings. shall be similar to those manufactured by Rapidograph, Kueffel do A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s)shag be of size and type shown on the 5. Rain Bird EFB CP-PRS valves will be set per manufacturers Esser,or Faber Castell. The dimensions shall be made as to be easily specked herein,or approved equals. Drawings. B. Backfilling: specification so that each lateral operates at design pressure. readable even on the final controller chart(see Septan C). The DESCRIPTION OF REVISION original mylar"record drawing"plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location d automatic ooMroller(s)shall be approved by the City 1. The trenches shag not be backfilled until all required tests are DATE APPROVED Rancho Cucamonga for approval prior to the completion d the of Rancho Cucamonga. performed. Trenches shad be carefully backfilled with the excavated B. Testing d Irrigation System: controller chart. 1. Pressure main fine piping for sizes 2"and Larger shah be PVC Class materials approved for backfilling,consisting d earth,loan,sandy CITY o f RANCHO C 315. 1. The Contractor shad request the presence d the City d Rancho 3. Unless otherwise noted on the Drawings,the 120 vol electrical power clay,sand,or other approved materials,free from large clods d earth 4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped Cucamonga in writing at least 48 hours in advance of testing. reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde 1, final electrical hook-upshad be the responsibility possibility d the Contractor. areas to a dry density equal to adjacent undisturbed sod in planting TRACT 16643 intersections,etc.,the location d the following items: PVC compound conforming to ASTM resin specification 01784. AN 2. Test all pressure lines under hydrostatic pressured 150 pounds per areas. Backfill will conform to adjacent grades without dips,sunken pope must meet requirements as set forth in Federal Specification PS L. Electric Control Valves: areas,humps or other surface irregularities. square inch and prove watertight. a. Connection to existing water fines. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld g P NORTH SIDE CANDLEWOOD STREET b. Connection to existing electrical power. Pipe). 1. All electric control valves shad be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. Note: Testis d pressure main lines shall occur prior to c. Gate valves. the Drawings. No foreign matter larger than one-half(1f2)inch in size will be installation of the electric control valves. EAST OF ETI WAN DA AVENUE d.Routing of sprinkler pressure lines(dimension max.10(7 3. Pressure main line piping for sizes 1-17'2"and smaller shag be PVC permitted in the initial backfill. along routing). Schedule 40 with solvent welded joints. 3. AN piping under paved areas shag be tested under hydrostatic IRRIGATION A N® CONSTRUCTION 2. All electric control valves shall have a manual flow adjustment. e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval d the City pressure d 150 pounds per square inch and proven watertight prior f. Routing of control wiring and locations of all splice boxes. 4• Schedule 40 pipe shad be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. to paving' (� g. Quick coupling valves. PVC compound conforming to ASTM resin specification 01785. AN valve. P E C I F I CAT I O N V h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal S 4. If settlement occurs and subsequent adjustments in pipe,valves, 4. Sustain i eq ' pacification PS pressure in lines for rad less than six(6)hours. If leaks I. Other related equipment as directed by the City d Rancho 21-70• develop,replace joints and repeat test until entire system is proven AppR OVE D BY: M. Control Valve Boxes: sprinkler heads,Lawn,planting,or other construction are necessary, DATE: ��7 Cucamonga. the Contractor shall make ad required adjustments without cost to the watertight. i . 5. PVC solvent-weld fittings shall be Schedule 40,11-1 NSF approved 1. Use 10"x 10-314"round box for all gate valves. Cason Industries CRY. C I'r Y ENGINEER RCE N o. 24593 5. On or before the date d the final field observation,the Contractor conforming to ASTM test procedure D2468. X910 126 with green bolt-down Dover or 5. Aq hydrostatic tests shah be made onry in the presence of the I & grapproved equal. Extension shall delver the corrected and completed sepias to the City of sleeve shah be PVC with minimum size of six(8)inches. C. Trenching and Backfill Under Paving: General Contractor and the City of Rancho Cucamonga. No pipe shah DESIGN Rancho Cucamonga. Delivery d the sepias will not relieve the 8. Solvent cement and primer for PVC solvent-weld pipe abd fittings be backfilled until it has been observed,tested,and approved in ARCHITERRA DE GN GROUP RE MENDED Contractor d the responsibility d furnishing required information shall be d type and installation methods prescribed by the 2. Use 9-1f2"x 16"x 11"rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or writing. DR LANDSCAPE ARCHITECTURE that may be omitted from the prints. manufacturer. SITE PLANNING Carson Industries t 1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four 8. Furnish necessary force pump and all other test equipment. 10221-A TRADEMARK STREET SHEET equal. (4)inches below the pipe and six (8)inches above the pipe)and P DRAWN RANCHO CUCAMONGA CA 91730 C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical DR TEL: (909)4842800 FAX: (909)4842802 "" 3. Use 6"diameter x 8-314"deep round plastic valve box for all quick tamping devices. Trenches for piping shad be compacted to equal 7. When the irrigation eohsystem is completed,perform a coverage test in 1. As bunds drawings shah be approved by the City d Rancho a. Manufacturers name coupling valves. Carson Industries#608-12 with green flex-lock the compaction d the existing adjacent undisturbed soil and shag be the presence d the City d Rancho Cucamonga to determine if the Cucamonga before controller charts are prepared. b. Nominal pipe size water coverage for planting areas is complete and adequate. Furnish CHECKED REVISED RLA NO, 2834 C. Schedule or class cover or approved equal. left in a firm unyielding condition. All trenches shall be Tett flush DRAWING NO. all materials and perform all work required to correct any J RC/JLP DATE 04•-7-06 JOB NO. 0371-2 2067-L PROJECT SHEET --I-- - OF .----- PLANTING SPECIFICATIONS PART t-GENERAL PART 2-EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordination: good horticulture practices and shall be of the size and caliper normally 1.01 Scope of Work: 2.01 Protection: associated with the container size specified on plans. Removal of all tags, A. Landscape Contractor is responsible for the erection of all signs and barriers Keep all plant material delivered to site in a healthy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials,labor and equipment incidental to and shag not be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the Landscape Architect or City. necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shag affect the landscape planting or hydroseed implied,or as delineated in the Specifications as follows. shag have root ball covered with moist sawdust,wood chips or other suitable material D. AN plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. 1.02 Standards: 2.02 Installation: accepted and will be replaced d Contractor's expense. 6.05 Non-Selective Herbicides: AN work and materials shag comply with governing codes,safety orders,standards, E. Sizes of Plants -Shag be as stated on the Plan. Container stock(1-gallon,5 and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be performed by Contractor gallon,and 15-gallon)shag have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as For Public Works Construction(Green Book)latest edition. and approved by the Landscape Architect and City prior to planting. year,but not over two(2)years. recommended by the Pest Control Advisor) 1.03 Quality Assurance: Sol excavated from planting holes shag be amended to backfill around trees and F. Substitutions -Substitutions for indicated plarit material will be permitted 6.08 Selective Herbicides: shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and A. AN Contractors performing Site Development work,must be licensed in Selective pre-emergent herbicides compatible with seed mixtures(as recommended by accordance with the taws d the Stole d California are made d no additional cost to the City. Except for authorized variations, the Pest Control Advisor)Native,On Site Sol with rock no greater than 3"in diameter all substitute plant materials shall conform to the requirements of these Gro Power Plus,5-3.1 15 Ibsky specifications. B. Contractor shall provide the Landscape Architect and the City with a list of Iron Sulfate 2 lbsky 8.07 Weed Eradication: Subcontractors and Material Suppliers expected to be employed during the G. Plants Not Approved -Plants not approved are to be removed from site course d construction. To be used for bidding purposes only,vert with Agronomic Soils Test. If a the opinion d the Pest Control Advisor,perennial grasses and weeds existing in ( ►h9 P Pce Y. fy 9r ) immediately and replaced with suitable plants. The City reserves the right to the planting areas will require control prior to removal,spray these areas per Pest C. Contractor stall obtain and keepIn force Public Liability and Pro " reject entire lots of plants represented by defected samples. Control Advisor's recommendations. • ty Property After backfilling,construct a 3 earthen berm to form watering basin around each Damage Insurance,during entire course of the Construction Contract The plant,to allow thorough water-in and establishment. H. Stake all trees,as per details immediately after planting to prevent wind amount d insurance shall be determined by City. A. Prior to the installation d the irrigation system remove and clear all weeds damage. Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas. D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. 1. Plant trees that are to be located in lawn or ground cover areas after finish Landscape Architect and City to give starting and completion dates. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of supply Landscape City PART 3-SOIL PREPARATION AND FINISH GRADING grades are first established and allow ed least 7 calendar days prior to " Contractor shall also su the Land a Architect and Ci with the name 1 -2"below the surface d the sod. Physically remove all weeds from the site. and telephone number d the person in charge d the work. instalidiont d said lawns or ground cover to provide for thorough watering of trees. AN planting holes shall be excavated as defined on appropriate PART 7-LANDSCAPE MAINTENANCE 1.04 Responsibilities and Coordination:Coordination: 3.01 Scope of Work: details. A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the sod preparation and finish grading of all planting and lawn required by governing authorities for the work to be performed. areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shag be as recommended in the Agronomic sods report Provide all materials,labor and equipment necessary for,or incidental to,performing specifications. all maintenance requirements as reasonably implied or as delineated in the B. Existing Conditions: The Contractor shall verify all conditions and specifications including,but not limited to the following: dimensions shown on the plans at the site for to commencement d an B. Furnishing,placement and grading,d t 4.04 Trees Stakes: P Pr Y n9.P 9 9 topsoil for backfilling d planters if work under this contract. The Contractor shag verify the location and depth required. Tree stakes shag be lodge pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas. d all underground utilities prior to start d work. Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. further information. Prune trees and shrubs. C. Temporary Utilities: The Contractor shag apply for and pay all cost incurred PART S-GROUND COVER AND BEDDING PLANTS Fertilized all plants and planted areas. for ad temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: Irrigation. by him for the construction of the project. Temporary services shall be Insecticide spraying. coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as'aoceptabld under'Site Grading'specification. 5.01 Scope of Work: 7.02 Fertilizers: D. Survey,Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and incidental to installing all ground cover and bedding plants,as sown on plans,as A. Commercial fertilizers with an analysis d 5-3-1-Gro-Power Plus,and 12-8-8 establishing all surveys,reference points and elevations required by him,and shah be sandy textured. Silt plus day content d this soil shah be no greater clysis shown on plans for proper execution of site construction. than 15%by weight. The boron content of this sol shag be no greater than 1 reasonably implied,or delineated in the specifications. Gro-Power Controlled Release Nitrogen,as designated herein,or approved part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro E. Traffic: The Contractor is responsible for all temporary traffic barriers and absorption rata(SAR)shall not exceed 3.0 millimohos per centimeter d 25 C. 5.02 Bedding Plants' Power(909)393-3744. detours required by him for the construction of the project. AN temporary In order to ensure conformance,samples of the imported sol shag be perennials and Annuals: Provide healthy container grown plants from a recognized traffic barriers and detours shag conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and City or governing authorities. Landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner,with the State to City for approval. Soil test to include analysis and recommendations. Department of Agriculture in compliance with Article 2-"Fertilizer Materials," 1.05 Defective and Unauthorized Work: 5.03 Ground Cover: Section 1030 of the Agricultural Code. AN work which is determined by inspection to be defective in its construction or 3.03 Soil Amendments: Ground Cover: Provide ground cover of the species sown on plans. Ground cover 7.03 General: deficient in any of the requirements of the plans and specifications,shag be remedied All sod amendments shall be as specified in the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers. or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape irrigation and planting. acceptable to the Landscape Architect and City. 5.04 Mich: 3.04 Soil Preparation: 1.06 Inspections: Mulch: Shag be of compacted wood chip fiber. Maintain all plants and planted areas on a continuous basis as they are installed All work on irrigation system shag be complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance The Contractor shall arrange for inspections by notifying the Landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil 5.05 Coordination: of total project. Replace any dead or dying plants as directed by the Landscape and governing authorities,24 hours prior to time of inspection,unless otherwise amendment work. Architect and City representative. noted. Inspections shall be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by planting. If planting is delayed,keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established program to maintain tilling or cross ripping to a depth of 12". AN rock and debris more than 2"in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. Irrigation system run-off Rough Grading. diameter shag be removed from the site,except for areas that are to be sodded, in elements. siall be kept to a minimum. Damage to irrigation system resulting from Drain Lines and Catch Basins. which all rock and debris more than 1"in diameter shag be removed. maintenance and equipment and/or maintenance personnel,shall be irrigations(main line pressure,coverage&system operations test). B. Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of any part of Sod Preparation and Finish Grading. Apply,spread,and rototil in all sot amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shaN be brought to the attention of the City. No repairs Plant Material(delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written Substantial Completion Inspection(at completion of landscape improvements) to W the following for each 1,000 square feet of planting area: 5.08 installation: permission from the City. -7 Days. Final Inspection after maintenance rad -7 da 4 cubic arcs d nitrogzed Redwood or Fr shaving ore equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free d weeds and debris by cultivating P ( period) days. Y 9 q 200 lbs.d Gro-Power or approved equal. areas ed intervals not to exceed 10 calendar days. The contractor shag arrange a Preoonstruction job conference with the Landscape Each plant shag be planted with its proportionate amount of soil so as to minimize Architect and City a minimum of seven(7)days prior to the beginning work. The above sod conditioning are minimal qualities only and should be used only for root disturbance. Sol moisture shag be such thd soil does not crumble when The Contractor may elect to remove such concentrations of weeds manually or by an bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program. 1.07 Guaranties: specifications were developed to the time the actual sod conditioning take place. Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance Therefore,the Contractor shall obtain his own soils analysis at a rate d one per every surface drainage. A 4"layer d mulch material shag be spread over the entire A. Plaid Materials: All trees,shrubs,ground cover;bedding plants and lawn 25,000 square fest d planted area. These soli tests shah be conducted by an proper � Y � program and as may became necessary thereafter by an approved method of shall be guaranteed from date d final acceptance d landscape construction approved Agronomic soils testing laboratory approved by the project Landscape planter area after grade is established. Watering shall begin immediately after pest control,to keep all plants and planted areas free d insects and disease. for periods as follows: Architect and City. Copies d the sob test to be provided during the t Landscape mulching.(Grading shag accommodate the mulch) Method shag be reviewed by the City prior to any applications. Pest Control job conference. shall include Rodent control. Trees 24"box&larger 1 year 5.07 Protection: N0 S C A PF Trees 15 gal.d smaller 1 year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and directed by Landscape Architect, Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to d start d maintenance program and continue to prune plants as directed or urpW/0 q907 ;Q Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance• as may become necessary until the and of the maintenance program. a 9 Bedding Plant 120 days planting. AN flow lines shag be maintained and proper tolerances shall be met after Lawn(sod) 120 days settlement at the and of the project maintenance period. PART 6-WEED ABATEMENT Remove trash weekly. Edge ground cover to keep in bounds and trim top n Lawn(seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate _ Finish grading shall leave surface d the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles;repair damage. 7_3r_08 -O8 Guarantees begin after the project acceptance by City and at the end of the grade change. a 180-day maintenance period. Landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART 8-ACCEPTANCE OF PROJECT all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied,and as delineated in the specifications. and within 5 days from receiving written notice from the Landscape Architect 8.01 General: 'TrT F C or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation d the irrigation 8.02 Quality Assurance: period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abdement Upon completion of installation,a maintenance period of a minimum of 180 days for Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shag be licensed by the State d all landscaped areas is required prior to final acceptance of the work by the City. The California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written B. Construction Materials: The contractor shall guarantee all workmanship and PART a-TREES AND SHRUBS any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector. materials for all site development,for a period of one year from date of final Maintenance period shag be adequate to verify plant characteristics and acceptance of project. 4.01 Scope of Work: B. AN materials and methods must conform to Federal,State,and Local establishment. Regulations. 1.08 Material and Labor Releases: Provide all material,equipment,and labor necessary to instal all trees and shrubs as A. Two inspections shag be made that affect the establishment period: The first shown on plans,as reasonably implied and as delineated in the specifications. 8.03 Submittal: after all plantings have been completely installed in order to approve the Upon completion of the work,the Contractor shag present to the City,signed copies of beginning of the establishment period,and the second d the and of the DESCRIPTION OF REVISION all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 DATE APPROVED day period,due to defective maintenance,then continue establishment until Prior it the installation d any weed control materials,the Landscape Contractor shall CITY o f RANCHO C all work meets with the Specifications and can be approved. 1.09 Disposal and Clean-up: A. Nomenclature -Plant names indicated on the drawings conform the"Standard p pP submit to the Landscape ArdtitecGCity a list d the weed control materials and Plant Names"established by the American Joint Committee on Horticulture. quantities per acre intended for use in controlling the weed types prevalent and Remove all waste mderials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is B. At termination d establishment period all plant material shall be live, expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor health undamaged,and free d infestation. inferior plantings shall be soli material),o trash and debris generated a encountered during the course of followed. y, p TRACT 1 shall furnish the Landscape Contractor and Landscape Architect and City dda to landscape construction,and legally dispose d it. During the course d the work, replaced and brought to a satisfactory condition before final acceptance d demonstrate the compatibility ri the weed control materials and methods with the work will be made. AN areas shall be neatly raked and free d weeds. remove surplus materials from the site and leave premises in a nes and clean B. Condition -Plants shah be symmetrical,typical for variety and species,sound, intended planting and seed varieties present. 3 condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous,free from plant disease,insect pests,or their eggs,and shag completion of work,leaving the premises need and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the NORTH SIDE CAND LEWOOD STREET upon the request of the inspector. point of being root bound. Plants shall not be pruned at anytime,and in no EAST OF ETIWANDA AVENUE case shall trees be topped. PLANTING SPECIFICATIONS APPROVED BY: - DATE:S"/ �P6 CITY ENGINEER RCE No. 24593 DESIGN ARCHITERRA D SIGN GROUP RE(' MENDED DR LANDSCAPE ARCHITECTURE SITE PLANNING TRADEMARK STREET DRAWN RANCHO CUCAMONGA,CA 91730 SHEET L Q DR TEL: (909)4842800 FAX: (909)484-2802 CHECKED REVISED RLA NO. 2834 DRAWING NO. JRCIJLP DATE 04-7-06 JOB NO. 0371-2 2067-L PROJECT SHEET IS OF