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HomeMy WebLinkAbout2040-L DEVELOPER/OWNER LANDSCAPE ARCHI �.FECI HAVEN AVENUE S FREETSCAPE AIM ALL STORAGE 10590 Magnolia Avenue, Suite E Riverside, CA 92505 TRAC 1 '016648 951-505-2011 LANDSCAPE M D ! STRICT NO , 1 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 21 p FREEWAY LANDSCAPE ARCHITECT AND THE CITY. Im 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-1 TITLE SHEET 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L-2 IRRIGATION PLAN 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT "�/� 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-3 IRRIGATION DETAILS 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-4 IRRIGATION RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. DETAILS 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONSL"°"5 PLANTING PLAN 19TH STREET HAVE BEEN APPROVED BY THE CITY ENGINEER. w 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-6 PLANTING + CONSTRUCTION DETAILS w WIDE FLAT AREA AT THE TOE OF SLOPE. z `� D W 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L�/ IRRIGATION SPECIFICATIONS >. ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL /� S Li Q CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L""8 PLANTING PCI�I C/, T(®^lS OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW A / N W > GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL Z REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER W COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. bi 1 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. Q _j 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. NORTH 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 BASE LINE ROAD BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE N.T.S FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, p PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPpNSIUILIT'I�/ MAP 14. PUBLICLY—MAINTAINED ACCORDANCE BE INSTALLED PER THE STANDARD PLANS FOLLOWING CRITERIA: CONSULTANTS * 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. u * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ® * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CIVIL ENGINEER LANDSCAPE ARCHITECT I} LOCKMAN & ASSOCIATES COMMUNITY WORKS o o e 14125 TELEPHONE AVENUE DESIGN GROUP li SUITE 1 4649 BROCKTON AVENUE D CHINO, CA 91710 RIVERSIDE CA 92506 w 909 -548--- 6428 (951 ) 369 -0700 LANDSCAPE QUANTITIES z w HA V N A VENUE f rOTAL PROJECT AREA IA�5 005 S.E O;1f s ! !, r0TAL PROJECT ACRES 0.11 ACRES N"! -rOTAL PLANTING AREA 3483 S.T! 0 � r t TOTAL HARDSCAPEZ, AREA 1,522 n c DESCRIPTION �TM 5GG 5.1�, OF REVISION DATE APPrx+vED. LANDSCAPE MAINTENANCE - �� lot CITY OF RANCHO C U CAM O N 5s�arGaerro� GA r s���r c 0 RESPONSIBILITY AREA r ���. (HAVEN ►�� ►� TRACT N0. 16648 Q OTR ET TREES A VENUE) 6 EU > MAVEN AVENUE MAGNOLIA GRANDIELORA 3 [�OW2004-01779*7 LM D TITLE SHEET BRACHYCHITON POPULNEUS 3 APPROVED BY - DATE. MY ENGINEER �� .� / RCE: 24953 DESIGN PLAN PREPARED BY. RECOMMEND 049 Brockon AvenueNORTH KQy Riverside.CA 92508 — gna urs 4 DRAWN (951)369-0700 SHEET 10-31-06 Fox (951) 369-4039 N,TSK ttp://www.comworkedp.com L—' OF 8 � CHECKED kslcr crrn V R.L.A. NO IM DRAWING N0. 71f DATE 727-10 FILE NO 2 0 40'"_L PROJECT SHEET N0. �,—OF__2 IRRIGATION NOTES: 1. New water meter (size per plan), as required by CVWD, is required at all points of connection. The contractor shall make arrangements and pay all costs for the installation of a new water meter. =_41L- Contact the Cucamonga Valley Water District for costs and installation procedures. 2. Typclal points of connection consist of a new water meter, followed by a pressure regulator (if required), followed by backflow prevention device, followed by a flow meter, followed by a master valve. All I � equipment sized per plan. Install all equipment per city standards and specifications, manufacturers recommendations and local codes. Actual location of the equipment to be as directed on site by a G;j I IXr✓:ti`;�e �' &ft"p�• ! i representative of the City. PROPOSED SIDEWALK 3. Backflow prevention device shall be installed in a Coast Guardshock CGS-2 stainless steel enclosure w/ lock, and shall be installed parallel to the street and screened with shrubs whenever possible. PER CIVIL ENGINEERS PLANS T 4. This design is diagrammatic, allpiping, valves, etc. shown within paved areas are for design clarification only and shall be installed within planting areas whenever possible. Avoid an conflicts between ± _w__.__.7. _____-- ____._.__ _ 9 g P 9 Y p 9 P Y I Y - �- the sprinkler system, walls, street lights, sidewalks, utility lines and equipment, and architectural features. LiI 5. Contractor shall verify all conditions and dimensions shown on plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the City. ('1459.'13 TC) Ir -- -- ! I �� 6. The contractor shall familiarize himself / herself with all underground utilities, pipes and structures, and shall take sole responsibility for the repair / replacement, at no cost to the City, for any 1 / , ==- :->: 3 u I j damage of said underground facilities. (1455.46 FL) i 7. Contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with minimal overspray onto walks, streets, walls, etc. This shall include the selection and installation of a pressure 4I PROPOSED CURBSIDE o . ___ _____ _ _ __.__ ___.. _.. _. _- ____ ___._ _____ .__._ _ -== = _r=. -= f,-:=-= �_�_-� compensating nozzle screen PCS in all sprinkler heads at intial construction. f DRAIN OUTLET f; / _ ___._.__-__. P 9 P PER CIVIL ENGINEER'S ,�' f�/ - --- -_- _ ' _ _ i 8. When vertical obstructions (fire hydrants, street lights, trees, etc.) interfere with the spray pattern of the sprinkler heads so as to prevent proper coverage, the irrigation contractor shall field adjust the ! ; I PLANS -- '! f sprinkler system b installing a quarter circle or half circles sprinkler head on each side of the obstruction so as to _ Y Y 9 q P provide proper coverage. All adjustments shall be made a no additional cost to the (1457.11 TC) _ City. 't o a e f 1456.44 FL f 9. Install two (2) spare wires along the entire length of the mainline to the farthest remote control valve (RCV) on each branch. Pigtail each orange wire at the enclosure. Install terminal strips in JL I ' 7 __ ___ . __- enclosure for irrigation wiring. 865 S.F. _. ± J I 10. Irrigation system is based upon a maximum of 3 inches of water per week (turf) and 2 inches per week (groundcover / shrubs) applied for 8 hours a night/ 5 days a week between the hours of 1g -- 9:00p.m. to 5:00a.m. Only one valve per controller shall operate at a time. PRESSURE LOSS CALCULATIONS j i 11. The system is designed for the minimum operating pressure as shown at each point of connection. The maximum demand of gallons per minute is as specified. The irrigation contractor shall verify T , STATION: 1B FLOW: 18 GPM the available water pressure at the site prior to the start of installation. Any changes shall be brought to the attention of the City. I LOSS 1"HRU 1" WATER METER 1.80 PSI 871 S.F. LOSS THRU 1 1/4„ BACKFLOW 9.00 PSI 12. Automatic controller to be a Calsense ET2000-8 (stations) - LR (Local Radio) - RR (Radio Remote) w/ TP-1, TP-110, and LR-RR antenna installed within a Strongbox (SB) 24ss/120 volt --�-J� I nn 1 j LOSS THRU 1 1/4 FLOW METER 0.52 PSI controller/electrical enclosure. Mount the antenna port (epoxy-filled) on top of the enclosure per manufacturer specifications and attach coaxial cable. System shall be operational prior to the City's G© I ;' �� LOSS THRU 1 1/4" MASTER VALVE 0.70 PSI ' acceptance. Actual location of the enclosure to be as directed by a representative of the City. I ` LOSS THRU 330' OF 2" MAIN 0.86 PSI 1'25' 1 LOSS THRU 1 GATE VALVE 1.00 PSI \LOSS THRU 1 1/4 R'CV VALVE 0 2.50 PSI 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 Southern California Edison. Coordinated and aid for b the Developer. J L�►SS THRU LATERAL LINES 0.76 PSI p y p ELEVA ION GAIN / LOSS -6.93 PSI EL ,TION THRU FITTINGS 10� 6.12 PSI 14. All sprinkler heads shall be set perpendicular to finish grade on the area to be irrigated unless otherwise designated on the plans. EXISTING SIDEWALK ! j TOTALS TEM LOSSES 18.80 FSI ' 15. All pop-up type sprinkler heads installed shall be installed so that the to of the sprinkler head is 1 4" above finished grade. P P P YP P P P / g de I I f I PRESSURE R UIRED AT HEAD 30.00 PSI f AVAILABLE STATE PRESSURE 65.00 PSI { I G. VR `�Di�TI DN 00: Y tToss >�R� At1/!'1V /N ��f``Kh✓1' A,tt c ��rx .1'�.t/��t�d.�.� 41.�.` /,v 4,u t c+c�l" ►I�0 _.SY �r 6 :1Aa�,►.t•,4. I 1 RESIDUAL PRESSU ,, 16.20 PSI 780 S.F. ! LU I 1 \ 3B \� EQUIPMENT LEGEND EXISTING POWERPOLE } o i I SYMBOL MANUFACTURER MODEL # __ _ \ BACKFLOW PREVENTER ` / SIZE DETAIL NOTES I ! ` \ \ 1443 F.G. - J NEW IRRIGATION WATER METER PER CVWD STANDARDS 1.. N/A I I PROPERTY LINE �`� CALSENSE ET-2000-8-LR/RR W TP110 AND LR RR DOME IRRIGATION \� ©'B' CONTROLLER LOCATED IN A STRONG BOX SB-16SS PEDESTAL MOUNT VANDAL g STA. 'D'&'E', L-3 ! 111 ; \ RESISTANT ENCLOSURE. ELECTRICAL POWER TO BE PROVIDED BY SOUTHERLY - ! LMD METER. CONTRACTOR TO COORDINATE WITH THE CITY OF RANCHO 955 S.F. J II P.0.C. INFC)RMATION \,�� CUCAMONGA FOR LOCATIONS AND DETAILS. \ ® FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER LOCATED IN A COAST 1 1/4" 'A', L-3 4JB GUARDSHACK MODEL CGS-2 VANDAL RESISTANT ENCLOSURE. - METER SIZE 1 ,� f! CALSENSE FM-1.25B FLOW METER 1 1/4" 'C' L-4 - 24 I 3 t WATER TYPE POTABLE ! ® / ' i STATIC PRESSURE 65 PSI f /�r _ _ SUPERIOR 3100 NORMALLY OPEN ELECTRIC MASTER VALVE 1 1/4" 'C', L-4 - PEAK DEMAND 24 GPM 1 I I NIBCO T-585-70-66 BRONZE BALL VALVE 2" 'B', L-3 - o,� I I SOURCE AT CVWD HUGO HEATHER ST. 1 DATE INFO OBTAINED 6/9/04 � • RAINBIRD #33DNP SERIES QUICK COUPLING VALVE 3/4" W. L-3 EXISTING POLE I j - - � � ;` RAINBIRD EFB CP REMOTE CONTROL ELECTRIC VALVE WITH PRS -D DIAL 1 1/4#1 'C', L-3 - j '� kJl�}C "J� �11rtl1� wr } P ems- -y-�- --- --- -- --- SCH. 40 IRRIGATION MAINLINE - 18" MIN. COVER 2" 'F', L-3 - SCH. 40 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE 'F', L-3 - 1 i -------- SCH 40 PVC WIRE SLEEVE - 24" MIN. COVER SEE CHART 'G', L-3 - ! ! ' �_„) NEW NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA 'B', L-4 - WATER METER 1443 F.G.! �---- 1 I SPRINKLER LEGEND UU FLOW(CIPM) I SYMBOL MANUFACTURER/MODEL # NOZZLE RAD. PSI Q T H TT TQ F DETAIL NOTES 1 i I i SHRUB HI-POP SPRAY HEADS B RAINBIRD 1812-SAM-PRS-10 Q/H/F 9'-10' 30 0.39 0.79 1.52 'A', L-4 (1) RAINBIRD 1812-SAM-PRS-12 Q/T/H/F 11'-12' 30 0.65 0.87 1.30 2.60 'A', L-4 (1) i ❑ RAINBIRD 1812-SAM-PRS-15 H 13'-15' 30 1.85 'A', L-4 (1) E 7A\-'---- ----A-�---^--------A---fly---- (1) IN PLANTER AREAS, USE BOTTOM INLET ONLY. J I l ! I ! I ! I VALVE AREA �_.__._ PIPE SIZING CHART SCH 40 PVC SLEEVING CHART cmr DESCRIPTION OF REVISION DATE APPROVED: 3/4" PIPE STATION # / 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE 1 PIPE I - ! 1 1 2" SLEEVE 5-10 WIRES 3 4" PIPE 1 " / CITY OF RANCHO CUCAMONGA `._. CONTROLLER 2" SLEEVE 11-20 WIRES 1" PIPE I �;.: ! 1 1/4 PIPE ! ' ±' I I T 1 1/2" PIPE" PIPE 2�� 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE ± ! .� 3 SLEEVE 31-40 WIRES 1 1/2- PIPE _ FLOW VALVE I 2 1/2 PIPE 4" SLEEVE 41-60 WIRES 2" PIPE TRACT NO. 1 I i IF 4„ PIPE PIPE (GPM) SIZE 6" SLEEVE 61-99 WIRES 2 1/2"-3" PIPE I 6 PIPE 8" SLEEVE 100+ WIRES 4" PIPE MAVEN AVENUE I ! 1 I I - - J 1 8" PIPE 10" SLEEVE N/A 6" PIPE ! , LIVID IRRIGATION PLAN ( qAM CITY ENGINEER DATE: j APPROVED BY. RCE. 24953 N DESIGN PLAN PREPARED BY: y 4649 Brockton Avenue RECOMMENDED DIAL TOLL FREEKCK : , f� ,'... ^(� OM��fef'7 �f�.M Mverelde,CA 92509 � i \'�.` 1 gn U e ,`� F` 1-800-227-2600 DRAWN .i�•.. (951) 369-0700 10-31-06 �.. AT LEAST TWO DAYS Fax (951)369-4039 $I'IEET BEFOFE ' I _-'-- / /� _ Q '� _ ± I ' ' �(i -�Q�2 �, YOU D10 �rqp� http://www.coniwoikWg.com L L p I / I O LV e/V �' J�► �� UNDERGROUND SOMM ALM OF SWMERN OAUFORNIA A6� I�SI��(kill CHECKED � R.LA. NO l�tt10 DRAWING N0. _ Wild DATE 7--�" FILE NO �IL ROW 2UO " �- T PROJECT SHEET N�. OF�_ COAST GUARD SHACK BACKFLOW PREVENTER 24" STRONG BOX MODEL N0: ENCLOSURE. MODEL CGS--_ ASSEMBLY TO SPRINKLER - ANGLE PIPE TO �"' ---'1 SB-24SS/120V NIPPLE - TYPICAL z N SPECIFIED DEPTH WITH 45' ELLS (4) PLACES g � SCH 40 PVC MALE ADAPTOR SCH 80 PVC UNION "gNAP-TITE" WATERPROOF n Z ROUND PLASTIC VALVE BOX & PVC NIPPLE CONNECTORS OR EQUAL !� NOTE: W COVER ETCHED "IRRIGATION GATE" !-J 0 ELECTRIC CONTROL VALVE ENCLOSURE TO HE GROUNDED PER (CARSON OR EQUAL) N LOCAL CODE. GROUND ROD TO BE NIPPLE z W g INSTALLED INSIDE ENCLOSURE. ON 6" THICK X 12" WIDE a FINISH GRADE C0 PLASTIC VALVE BOX PRESSURE CONCRETE PAD (LENGTH VARIES ~ z (CARSON OR QUAL)RCV" c CONTROLLER SIDE. REGULATOR PER SIZE MANUFACTURER M SEE LEGEND BRASS WYE SIZE/MANUFACTURER) � � ETCHED WITH CONTROLLER FOR MAKE AND STRAINER WITH uD z SLOPE TO DRAIN AT MINIMUM d AND VALVE SEQUENCE MODEL NO. 60 MESH � 2% FINISH 6" MIN c FINISH GRADE II I I 12 MONEL SCREEN FINISH GRADE - BALL VALVE - i 1/2" OR SMALLER WITH r> < �"'--"'� GRADE II I I II 1 1 3'-6" X 3'-6" X 6" CONCRETE Sl'AINLESS STEEL HANDLE MIN. II 1 I 290 FOOTING INSTALL A MINIMUM OF UNION PVC SLEEVE ! !'::!"'.:! �':• �'! REQUIRED FOR RESILIENT WEDGE - 2" OR LARGER WITH i!► ";!' •�.:•j'v;;► :: q; - - X, 3' ABOVE GRADE AND SLOPE ?'.:. �'::! PIPE 'THROUGH GATE VALVE 2" OPERATING NUT SIDEWALK r �' I •� ,,, ! �' •y':! - CONCRETE PAD EPDXY COATED -A• 70P TO DRAIN AT MINIMUM OF 2%. NIPPLE - TYPICAL - + _ VALVE c 1 I I-III II I I I I I COMMON WIRE/CONTROL WIRES IN z FROM WATER SOURCE •11 (�- _ N i_ j- 1�j-�-� 3" SCH.40 PVC CONDUIT. 3" PIG TAIL EXPANSION SCH 40 PVC MALE LOOP (MIN. 24" LONG) -III TII=I 90% COMPACTION II- ADAPTOR 3" 120 VOLT WIRE IN RIGID STEEL ° 6 aO - fT1 -�-' z F- CONDUIT (PER LOCAL CODE) 90 SWEEP ELL -REQUIRED 1i I �) LLL _ I 3' I I I I- FLOW ( BRASS ANGLE TO POWER SIDE OF CABINET (TYP.) 0 METER - - I I IBM - - `" 3 \ VALVE W/UNION 3/4" WASHED 10" 16" r T LINE TO SYSTEMS vo oA p °o°<0 o Z o, CRUSHED AGGREGATE LR-DOME ANTENNA PORT EPDXY � -_ - �" _ _� _ o•o'O � ° HEAVY DULY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELBOW oop A°pI I-II eo oAap . •Aep �•gb SCH 80 PVC NIPPLE PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION TYPICAL (4) PLACES °•° `�°�° m `�'°o° o'. LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. CUCAMONGA COUNTY WATER DISTRICT STANDARDS. Z -III-� o o-0 0 o-o I I I - o 0 0 0 o-o SCH 80 PVC UNION PLANS. CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO -I11-I opo o III-III: CONSTRUCTION. . -III=I NOTES: � '44b III-I � CONTROL & COMMON WIRES ELECTRIC METER PER SCE 1. INSTALL PER LOCAL CODES. I-I I-I o•oa pvp eo 0 o b.o I I-III= =I I I o b o' °:o' III-I CALSENSE CONTROLLER MODEL N0. 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY - I ----- _, PER PLANS. 1 =I - - 1=III- -- __.-.. REFER TO CONTROLLER STRUCTURES OR HARDSCAPING. -III-III-Ilf I III-III-III-I INSTALLATION STD. 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) SECURITY uGHT MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3/4" WASHED CRUSHED TIMER REQUIRED PER 4. ORIENT UNIT PARALLEL TO STREET. AGGREGATE BASE BRASS NIPPLE--JPLANS. FINISH 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. NOTES: GRADE 6' GROUND ROD SCH 80 PVC SXSXT TEE II II �� 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. PRESSURE SUPPLY LINE 2" SCH 40 CONDUIT 8" 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. FOR SECURITYLIGHT MIN. DISLMrtAR METALS. NOTES: WIRING. 2 120 VOLT WIRE IN RIGID 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. .. 7. VALVE PER STD. 518 Rf WIRFD BEFORE BACKFLOW PREVENTER 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. .� � STEEL CONDUIT (PER I WHEN MAINLINE IS 3" OR LARGER. 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. # Xa ' - LOCAL CODE)- 8. IF REQUIRED, PRESSURE REGULATOR TO BE INSTALLED ON VALVE NUMBER INSIDE VALVE BOX. ICr 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. INLET SIDE OF BACKFLOW LOOP. ' 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND - i iVALVE NUMBER TO WIRE INSIDE VALVE BOX. CITY OF RANCHO CUUCMONG CALIFORNIA � CITY OF RANCHO CUCAMONGA. CALIFORNIA CITY OF RANCHO CUCA,[ONGA, CALIFORNIA APPROVED BYr REDUCED PRESSURE STANDARD PLAN APPROVED BY- C'A*�� STANDARD PLAN CITY OF RANCHO CUCAMONGA* CALIFORNIA C ♦LiL APP 3 BY- fe Siff i APPROVED BY: STANDARD PLAN CONTROLLER ENCLOSURE STANDARD PLAN BACKFLOW PREVENTER �- 3 or smaller REMOTE CONTROL VALVE WITH WORKS 517 "� SHUT-OFF VALVE & UNION 520 - TYEE A 522 CITY ENGINEER DA USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION G CITY-ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DAT USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET I OF 1 .E SHEET ! OF 1 o- R,C,g, SHEET 1 OF 1 CITY ENGINEEI DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION rZ,C,E, R,CX. SHEET 1 OF 1 Backflow Preventer B Ball Valve C Remote Control Electric Valve Controller Enclosure HARDSCAPING(SEE NOTE 4) STAND ALONE CONTROLLER WITH ANTENNA LR DOME ANTENNA PORT :�i�i yi.yi, i•„ i 'A. EPDXY FILLED LOCATED ---- - -- - - OUTSIDE OF BOX. _ _ ROUND PLASTIC VALVE BOX & COVER: STRUCTURE OR INSTALLATION/LOCATION COAXIAL CABLE I-) I I I I-III-III- ETCHED QC (CARSON OR EQUAL) HARDSCAPING PER CITY AN CALSENSE II REPRESENTATIVE. _I FINISH GRADtr XXX X I CALSENSE MODEL NO. ONTROLLER PER PLANS - - - �I I II III I I AT GRADE IN TURF AREAS N �.18" M ..I _ 6" MIN. 3" IN NON-TURF AREAS 18" MAX. CALSENSE TP110 _ z =III = CLEAN BACKFILL - SEE CALSENSE HARNESS I---III I�III-III 120 VOLT DUPLEX r SPECS. FOR MON REL. - D';D::>••:D OUTLET (GFCI), NON-SNATCHED. o -I III-) I N I-I I ( _� - - - - CONTROLLER TO BE WIRED CALSENSE TP-1 BOARD _ 90% COMPACTION REQUIRED (��( + *: -4'� 'HOT'. TERMINAL STRIPS TO z z -) I I I I--I I �- -III I I- �I 1 I�1 I I II I I-I I i- PROVIDE 6" MIN. OF SAND MATCH CONTROLLER [ c I-) _III BEDDING AND SHADDING 33 DNP QUICK - NO OPEN ELECTRICAL WIRING SIZE. vN -III ' '•'•'.'•'•'.'•','•'•'•'•','•'•'•','.'•'•','•'•'.' ' - COUPLING VALVE CLEAN BACKFILL - SEE WITH PURPLE I- (- SHALL BE IN CONTROLLER -) I I SPECS FOR MATERIAL. M RUBBER CAP MOUNT AREA. FIELD WIRES cv I--I I I 90% COMPACTION REQUIRED -) I I I I- 2 STAINLESS STEELALL CONNECTIONS SHALL _ SCREW CLAMP _ BE WATERTIGHT "OUTDOOR _ NON-PRESSURE LATERAL LINE: - I I- III CONTROL WIRE SLEEVE - z_ MINIMUM (3) PLACES I� _ _ TWE" CONNECTIONS. SCH. 40 SNAKE PIPE IN I-III ' ' ' fl=DO _ SIZE PER PLAN INSTALL 3/4" WASHED • -III II-- TRENCH ® - ADJACENT TO PRESSURE cD CRUSHED ►.'•;?:�' ►;►::. '�•�:•`e ao iv -III-I III- SUPPLY LINE p'°; . '► 'l aa•.q.:. ENCLOSURE MOUNT . .. . . . . I I I-III AGGREGATE BASE . . . . - .•'•'YD;D.•'•).y'. ).:Yy,. :;dt a t:., PRESSURE SUPPLY LINE: ►•.►:i n•.:: ►.: .: ::. a•::A:.'.: NOTES: - SCH. 40/CL. 315 SNAKE _III=I - RE P E •:: • <•°. ..a _ _ _ _ PRESSURE SUPPLY LIN 1. INSTALL CONTROLLER PEA MFG. PRINTED INSTRUCTIONS AND PER LOCAL I-I III PIPE IN TRENCH I -III-'III-I I I -' = SLEEVE - SIZE TWICE SCH 40 BRASS NIPPLE CODES. LOCATION TO BE: APPROVED IN FIELD BY THE CITY INSPECTOR - I I•;III I-I ( (- DIAMETER OF PRESSURE III III_ PRIOR TO CONSTRUCTION. I-III I I-I I I I-I I 6" TYP SUPPLY LINE SCH 40 BRASS NIPPLE I -I -III-I � _- CONTROL WIRES - BUNDLE 24" LONG 2. CONTROL WIRE SEQUENCE TO CORRESPOND 70 THE PLAN'S DESIGN I-III N II---III AND TAPE AT 15' O.C. AND NON-PRESSURE LATERAL SEQUENCE OF REMOTE CONTROL VALVES. _ _ INSTALL ADJACENT TO LINE SLEEVE - SIZE TWICE 3. RUN ONE EXTRA NSRE (COLOR: ORANGE) TO FARTHEST RCY ON EACH1-1-1 _ PRESSURE SUPPLY LINE DIAMETER OF NON-PRESSURE BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE -III( I I I I I- I I I -III-III- I-I I LATERAL LINE WIRE AT THE ENCLOSURE. 6" TYP PROVIDE 6" MIN. OF SAND NOTES: SCH 40 BRASS 90D ELL BEDDING AND SHADING 1. ALL SLEEVES TO BE SCH 40 PVC. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK SCH 80 PVC 90° SCH 40 BRASS 90° IN COLOR 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. STREET ELL STREET ELL 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. CONTROL VALVES. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY PRESSURE SUPPLY 4 REBAR STAKE STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW I LINE FITTING 24" LONG) 6. LR DOME ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO NOTE: STRUCTURAL SECTION). (LR) AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. I PRESSURE SUPPLY LINE SYSTEM PRIOR TO ACCEPTANCE. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 3" AND LARGER 24" MIN. DEPTH NOTE: I 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITY OF R CHO CUCW0N2CALYFOMM I CITY OF RANCHO CUCMONGA, WHORNIA CITY of RANCHO CUCAMONGA9 CALIFORNIA CITY OF RANCHO CUCAMONGA, C RNIA i APPROVED BY. �`A"�"RD P`"" APPROVED BY- NOMMUMM aPPRDven BY-I STANDARD PLAN STANDARD PLAN CONTROLLER ASSEMBLY TYPICAL TRENCHING TYPICAL SLEEVING TYPICAL I APPROVED BYE STANDARD PLAN INSTALLATION - TYPE A 524 532 533 QUICK COUPLING VALVE 536 CITY ENGINEER DAT USE WI:N SOXOARD SPECIF'K:ATIONS FOR PUBLIC WORKS CONSTRUCTtGN CITY ENGDEER DAT USE WITH STANDMID SPECIFICATIONS FOR PUBLIC,WORKS CONSTRUCTION ITY ENGINEER DAT USE WITH STANDARD SPEWFICATKINS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. SHEET 1 OF I R.C.E. SHEET 1 OF 1 R.C,E. ITYCE ENGINEER DAT USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET 1 OF i Controller F Trenching C Sleeving H (wick Coupling Valve POINTS II. IRRIGATION [Point Valve] 1. Low gallonage irrigation system. [20] 20 DESCRIPTION OF REVISION DATE My2. Automatic controller. [20] 20 APPROVED. 3. Designed to water plants b watering needs. 10 10 CITY OF RANCHO CUCAMONGA 9 P Y 9 [ ] 4. Soil moisture sensors. [10] 0 TRACT NO, 1 5. Rain sensors. [5] 5 6. Wind sensors. [5] 5 HAVEN AVENUE 7. Sensitive to slope factors. [5] 0 LIVID IRRIGATION DETAILS 8. Reclaimed or recycled water. [5] 0 ROVED BY- Total Points Claimed: _ 60 C)uG�F COY EER / � � � !� 1'�AA�I11V£�, .9 �LN�'l RCE: 24953 [Minimum Points Required: 60] -. DESIGN PUN PREPARED BY: RECOMMENDED (((�+�f� � +m"� �"�• 4646 Brockton Avenue 'r 1 C it IAL.TOLL Ff EE KCK Riverelde. CA 92506 1[�L gn UY' \\yJJ 1-800-227-2600 DRAWN (951) 369-0700 SHEET 0-31-06 _ AT LEAST TWO DAYS Fox (951) 369-4039 t�. Ott' " BEFOM YOU DD K K http://www.comworkedg.com - �� L-�3 of 8 UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA CHECKED ►ifli������ DRAWING/ANO. DATE 7-27-M FILE NO ./ L 0 (ZOW 2 a 04-0 1`1 1 PROJECT SHEET NO. OF POP—UP SPRAY HEAD BOD Y—\ 6' 12- DIAMETER CL�LM SET TO 1/4- ABOVE FINISH I GRADE OF SOIL. MULCH PER CITY 0 FINISH SOIL GRAD STANDARD AWAY FROM, TAPER M HEAD "SNAP—TITE' WATERPROOF CONNECTOR OR EQUAL PRED :--:; MITE BLUE WIRE SERVICE LOOP (LOOP ENOUGH WIRE TO EXTEND WIRE BUNDLE 6 ABOVE GRADE CK SPLICE BOX COVER WITH BLACK WATERPROOF ALL LOCKING TOP ETCHED WITH IRRIGATION CONTROLLER WIRE CONNECTIONS PIG TAIL EXPANSION PLASTIC VALVE BOX (CARSON OR LOOP (MIN 24" LONG) AT GRADE IN LAWN AREAS EQUAL) WITH PLASTIC INTEGRATED 3IN PLANTER BEDS LOCKING LID. PLACE AT GRADE IN Z TURF AREAS AND 3" ABOVE IN PLANT BED. >C C-4 PIG TAIL EXPANSION SCH 80 PVC NIPPLE LOOP (MIN.24" LONG) (MINIMUM 2" LONG) NOTE: CONTRACTOR TO INSTALL k x WHITE 12" X 18" GREEN PLASTIC METER SCOTCH LOK EPDXY FILLED k k (COMMON) ORS FOR ALL FLOW SCH 80 NIPPLE — 6" LONG SCH 40 PVC BOX. CARSON OR EQUAL SENSORCONNECTWIRE CONNECTIONS. BLUE T X T 90' ELL INSTALL SCOTCH LOKS OF 14 IMMEDIATELY AFT MARLEX 90* STREET ELL INSTALLING FLOWER WIRES METER. % & RED I BLACK MASTER CONTROL VALVE MARLEX 90* ELLFLOW ME 3/4- WASHED CRUSHED FVCNON—PRESSURE PLACED TO A DEPTH OF ON DIAMETER AGGREGATE TO BE LATERAL FITTING SIZE AS FLOW 6" IN FLOW METER AND METER SIZE MASTER VALVE BOX. NON—PRESSURE LATERAL LINE DIAMETER SAME SIZE AS FLOW METER SIZE MINIMUM DISTANCE DOWNSTREAM OF 24 VOLT WIRES. TAPED AND UNINTERRUPTED PIPE (5X DIAMETER BUNDLED AT 15 FT. INTERVALS OF FLOW METER SIZE) NOTE: 2 CUI. FT. PEA GRAVEL MINIMUM DISTANCE UPSTREAM OF -4 N MULTIPLE FLOW METER/ M.V. 1, LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, C IN MAXIMIZE THE AND EDGES OF LAWN. UNINTERRUPTED PIPE (10X DIAMETER OF FLOW METER SIZE) DISTANCE FROM THE "TEE" TO 2. USE TEFLON TAPE ON ALL MALE THREADS, EACH FLOW METER TO MINIMIZE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE TURBULENCE. 0 ar I COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. a NOTES: C14 4. HEAD CONNECTION AT BOTTOM INLET ONLY. I C 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. Crff OF RANCHO CUCMON2& CAU"MU I ffff OF RANCHO CUCM0NGAiq._CMH0RM C, Crff OF RANCHO CUCMONGAt CALIFORNIA APPROVED BY, STANDARD PLAN POP—UP SHRUB SPRAY READ 539 APPROVED BY- 24 VOLT SPIKE B OX 640 STANDARD PLAN APPRIM 27 FLOW METER INSTALLATION STANDARD PLAN CITY ENGINEER DAT USE W%STANDARD SPECIFICATIONS n%KWORKSIC WOCDHMWM 516 R.C.E. SHEET I OF I DAT USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION CITY ENG DA USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I R.C.E. SHEET I OF 1 emmee-oweem-011 Hi-Pop Spray Head B Wire Splice C Flow Meter + Master Valve .E DESCRIPTION OF REVISION DATECTY I APPI KWED: CITY OF RANCHO CUCAMONGA TRACT NO, 16 648 HAVEN AVENUE LMD IRRIGATION DETAILS i A APPROVED BY- DAM CITY ENGINEER RCE: 24953 DESIGN PLAN PREPARED BY- RECOMMEND A. 4649 Brockton Avenue ML TOLL HEE KCX Riverside,CA 92506 9 a Ur 1-800-227-2600 DRAWN (951) 369-0700 SHEET 10-31 06 Decte AT LEAST TWO DAYS Fax (951)309-4039 BEFORE YOU DIG KCK htLp*://www.corriworkodg.com -4 oF -8 UNDERGROUND SERACE HURT OF SOUTHERN CAUFORNA CHIECKEDR.LA. NO DRAWING NO. 11/ DATE 7-0 -HIE NO 0 110—L 7-2 am wec2coq-01a"o- 7 PROJECT SHEET NO. O MAGNOLIA GRANDIFLORA STREET TREE BRACHiYCHITON POPULNEUS BACKGROUND TREE 4 Q o O EXISTING SIDEWALK L' TRACT PERIMETER WALL W W s e e seo e u e o w0O° 4� `-PROPERTY LINE SECTION A: A yrsLU — _..._ I I 3 O o . . P L-AN TI N G LEGEND : n I CAJ-= Mies BOTANIC NAME COMMON NAME SIZE / SPACING QUANTITY DETAIL �I BP • BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL 0 25' O.C. MIN. 3 'A'&'E', L-6 �4i 6" CONCRETE MOWCURB MG • MAGNOLIA GRANDIFLORA 'MAJESTIC BEAUTY' SOUTHERN MAGNOLIA 15 GAL 0 60' O.C. 3 'A'&'E', L-6 PROPOSED SIDEWALK - - - AT LIMIT OF WORK PER PLANTING LEGEND PER CIVIL ENGINEER'S t DETAIL 'F', SHEET L-6 ,u PLANS SHR"/VM TREES I I DB e DIETES BICOLOR FORTNIGHT LILY 5 GAL 0 4' O.C. 40 'C', L-6 TREE SYMBOL I LD O LAVANDULA DENTATA FRENCH LAVENDER 5 GAL 0 3' O.C. 52 'C', L-6 TS -�'� BP t 9 ' 6 ° ' PV E) PITTOSPORUM TOBIRA 'VARIEGATA' VARIEGATED TOBIRA 5 GAL 0 6' O.C. 15 'C', L-6W 1 I I QUANTITY 15 1 I TRACT 16648 PERIMETER WALL I RH II RHAPHIOLEPIS MAJESTIC BEAUTY N.C.N. 5 GAL 0 8 O.C. 10 'C', L-6 SIZE _ _ __ PER CIVIL ENGINEER'S PLANS l x 3° -- - -- -- �-_--._ -_=_—-—_-- — PT PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL ® 15' O.C. 12 'C', L-6 II I SHRUBS/ GROUNDCOVER XX x CIFiOtx+DOOV1�8 MG x x I SHRUB/ GROUNDCOVER SYMBOL 15 1 ___.___.___..� ___. N , , ti~ X x r -- - -- ------- 0 LA LANTANA DWARF WHITE LANTANA 5 GAL 0 48 O.C. 38 'B', L-6 CURBSIDE DRAIN OUTLET x ``'� � %� PER CIVIL ENGINEER'S PLANS SS x x r t, %'l - --- _____ _�__.__-- -, -�- � - Xw_ __.__..__.________.._____ __.._...____._..__________ ...__----__-_. ____.___.._.__ 6 X I .' /'r _ . ----.----------------------^ RO ROSMARINUS OFFICINALIS 'PROSTRATUS' PROSTRATE ROSEMARY 5 GAL 0 72" O.C. 17 'B', L-6 QUANTITY f / 15 x IRRIGAT ON BACKFLOW PREVENTER fl: ,�` ! r' R4 LOCATION, SCREEN AS SHOWN. I I?�,icj ! c i ,, 1 • ._... . .- INSTALL 6"X6" CONCRETE MOWCURB PER DETAIL 'F', SHEET L-6 ' LD EXISTING CONCRETE 15 1 SIDEWALK i a i' I \\ CA04NWOf AW L/a. /A.) fr I Ra XERISCAPE ASSESSMENT SYSTEM p01NTS >� idl�'��ovs'� BY ` City EXISTING MANHOLE MC' r<t R. ►p,�`E�►JV rs rIGT�aQ r j' lr 15 1 I 12 \\ I. LANDSCAPE [Point Value] CLAIMED EXISTING FACE OF CURB `"-----_ I PV \\�. 1. Water conserving plants. 20 20 g \ yp . 1 `"� ' I \ �`` x x ( I 4 ,' IM� `' ' \ 2. Turf limited to 25% (45% residential). [20] 20 BP ` x X 1' I I I DB \\ 15 1 I I X x I I 25 \\ 3. Plants grouped by watering need. [10] 10 x x i f EXISTING POYWERPOLE \\\ 4. Hardscape (non-irrigated) surfaces. [10] 0 LJ1 I x x I \ ` \\ 23 X �!�� v� 5. Permeable paving. [5] 0 I x ( f rRH 7 \ X x I 6 \ DESCRIPTION OF REVISION DATE �� I I x x I j I v\ 6. Low-water turf varieties. [5] 0 APPROVED. I S i X X A' I LD \� 7. Mulch provided in non-ground cover areas. [5] 5 CITY OF RANCHO CUCAMONGA I � ' f31 \\\ ' I \ 8. Soil amendments. [5] 5 PT MG 15 1 n - I 12 __—_—____ TRACT NO, 1 Total PointII I s Claimed: 60 Ir Pv HAVEN AVENUE I [Minimum Points Required: 60]6 LMD PLANTING PLAN I ('RO r t. I / 5 APPROVED BY: — EXISTING POLE I a DB ! Q � CITY ENGINEER RCE: 2493 _. I ? j 15 / s � + MAy q� N DESIGN PLAN PREPARED BY: REOOMM P , � . ..f, PROPERTY LIN Ear DIAL TOLL FFEE 4649 Brockton Avenue ` � r.r r ( : f�a KC Riverside. CA 92506 h I �..x,". eemn gna ur W E 1-800-227-2600 DRAWN SHEET o (951)369-0700 I ' -- 10-31-06 AT LEAST TWO DAYS Fax (951) 369-4039 BEFOFE YOU 010 I f 2 KCK http://www.comworksdg.com L O 20' �` a` UNDERGROUND SERVICE ALERT OF SO WFoRNIA r Q. L-5OF 8 � �' � CHECKED `kSlil 11111 R.LA. NO DRAWING NO. 1V DATE 7-27—M FILE NO 2 O q40 n � "T� 7 PROJECT SHEET NO. —1—CSF 9d NOTES: 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. ` N 1 ' 4" OF COMPACTED WOOD CHIP vWE MULCH. HARDSCAPING (CONCRETE HEADER, P� ONE HALF OF SPACING CURB & GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE S QQ�` LIMIT OF PLANTER AREA REQUIREMENT TOP TIE TO BE PLACED AS v LOW AS POSSIBLE ON THE �"' TIGHTLY COMPACTED 3' BERM TO FORM 12" TRUNK TO FOR WIND DEPRESSED WATERING BASIN. FLEXING OI�TREE. BUT TOP OF STAKES BELOW TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. NOT SO LOW AS TO LOSE HEAD OF TREE WHERE EXTEND 2' ABOVE NO WOOD CHIP MULCH SHOULD BE SUPPORT T ALLOW SPECIES GROWTH HABIT PERMITS. — • FINISH GRADE ti� OVEREDTHERR00 BALD TO REMAIN .� THE HEAD TO DROP. MAIN TRUNK (2) SETS OF CINCH TIES SPACED 24" c APART, ATTACH WITH GALVANIZED FINISH GRADE ■ Z s N SCREWS TO 8' LODGE POLES. . 2" DIA LODGE POLE PONE STAKES 12" MAX11—I I I I —III I I I—III—I 1 I— WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF 8" INTO STAKES OUTSIDE ROOT BPOSITION 4�y rrr = 2� = m Tl I TT—Tfi— III 0II, UNDISTURBED SOIL AND SHOVEL CUT EDGE COMPACTED ARBOR GUARD IN TURF AREAS AND �I I I I� I NATIVE SOIL FRONT YARDS. TOP OF ROOTBALL TO EXTEND 2' E UA (j ROOT BALL ABOVE FINISH GRADE _I j— _ — — — PLANT PR TO BE (2) TIMES THE TIGHTLY COMPACTED FOR 3" 'SIDEd TO FORM — —I —I —�—I �- WIDTH OF THE ROOT BALL WATERING BASIN FOR RATOO S. L AND � GROUND COVER il�STRi_4ATOOta'S. LOCATE OUTSIDE OF PLANT PFJ. HEYM IN TURF AREAS TO BE REMOVE) PR21?R 70 CRY —Tj TTTJ — NOTES: NOTE:/ ACCEPTANCE. J- 1 I�' I --I�I—ILT I I — I 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL/ Tf TTT 71Z TTT }iT STT 1 — I 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NATIVE BACKFILL WITH NO 2. MULCH AROUND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS GREATER THAN 3"DIAMETER. INTO EDGES AT GROUND COVER AREAS. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR UNDISTURBED NATIVE SOIL 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. SIMILAR LIMITATIONS, ALL SHRUBS AND NCOVER 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT ROOT BALL SHALL BE PLANTED DESIGNATED AT ONE—HALF THE DEStGNATEO SPACING TO REMAIN THERE. ` NATIVE BACKFILL WITH NO FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS GREATER THAN 3' DIA NOTES: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE OF ROOT BALL DO NOT CRACK ROOT BALL LEGEND ARE ESTIMATES ONLY. NATIVE SOIL UNDISTURBED 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS °� Im SPECIFIED ABOVE, LENGTHEN THE SPACING, PARALLEL TO o � N N TWICE ROOT BALL WIDTH SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. i o � CM OF RANCHO CUCAMONGA, CALIFORNIA I CITY OF RANCHO 0 I""CTCAMONq& CALIFORNIA CITY OF RANCHO CUCAMONGA, CA11FORNIA CTrY OF RANCHO CUCAMONGA, CALIFORNIA S APPROVED BY- STANDARD PLAN I APPROVED BY- SHRUB AND GROUND COVER I APPROVED BYE APPROVED BY- DOUBLE STAKED TREE STANDARD PLAN STANDARD PLAN I STANDARD PLAN 4� 502 CONTAINER PLANTING MULCH INSTALLATION _ SPACING 50� 506 soa TTY ENGINEER DAT- USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DAT USE WAIN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DAT USE Wf1}I STANDMD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER R.C.E. SHEET 1 OF 1 RCE� SHEET 1 OF i R.C,E. SHEET 1 OF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION !]RCE SHEET 1 OF 1 Double Stake 'Tree PlantingShrub/ Ground CoverSpacingShrub Planting�; ee Mulch CONCRETE HEADER — 1/2" RADIUS EXPOSED EDGES AND FINISH PER PLAN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE "1N-{�iT�T`13E13 CROSSINGS) 6" OR 8" �SE NOT NE OTE FINISH GRADE `T #3 IRE BAR CONTINUOUS III--I I I I—JI I I— (UNLESS OTHERWISE INSTRUCTED) NOTES: 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION JOINTS AT 20'-0" O.C. 2. 8" WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY— MAINTAINED TURF. 3. CONCRETE TO BE 520-•C-2500 MIN. 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE TREATMENT TO ALL NON—HARIDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. I N I co N Qr N CI'TIY OF RANCHO CUCAMONGA, CALIFORNIA h APPROVED BY, STANDARD PLAN CONCRETE HEADER U) 534 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBIUC WORKS CONSTRUCTION R.C.E. SHEET 1 OF 1 r ETree Placement 6"X6" Concrete Mowcurb F PLANTING NOTES: PLANTING NOTES (CONT.): f, 1. GENERAL — CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE 8, WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. LANDSCAPE AREAS ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REINSTALLING IRRIGATION REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HERON. EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. 9. CLEAN—UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. REPAIR/REPLACE, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND DESCRIPTION OF REVISION DATE C'� FACILITIES. 4 C.Y. NITROGEN STABILIZED SAWDUST APPROVEDt 120 LBS. GYPSUM CITY O F RANCHO C U CAM O N GA 4, NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUCTlON WITH THE 125 LBS. GRO—POWER INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND TRACT N®. 16648 PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. SHRUBS, AND BLEND INTO EDGES AT GROUDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE HAVEN A 5. ALL PLANT MATERIALS HALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL PURCHASE AND REPLACEMENT. WOOD CHIP MULCH #3 AVALIABLE FROM: BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. ARTESIA SAWDUST LIVID PLANTING & CONSTRUCTION AVE. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY ONTARIO, CA.13434 S. ONTARIO ARIO DETAILS 6. DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT PHONE: (909) 947-5983 �— OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB—CONTRACTOR REPLACEMENT FAX: (909) 923-7208 APPROVED RY' DATE: 2-- ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS CITY ENGINEER ,Q RCE: 24953 OTHERWISE APPROVED BY THE CITY. v DESIGN PLAN PREPARED BY- QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL DIAL TOLL FREE4649 Brockton Avenue 7. QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED 1_800-227_2600 _ Riverside. CA 92505 PLANT SPACING REQUIRED. DRAWN (951) 36e-07oo SHEET AT LEAST TWO DAYS Fox (951)369-4039 BEFORE YOU DIO KCKC http://www.comworkadg.com !a.. OF —8 ' Planting Nofeic f Planting Note8 (continued) UNDERGROUND SERVICE ALEUT OF SOUMERN CALIFORNIA CHECKED �<rj l`I ie11 v K R.L.A. NO '� DRAWING N0. T DATE 717-0 FlLE NO 0 CO 7q7 PROJECT SHEET N0. _.LQ—_7o—F - SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2" 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 e. NSF (National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries # pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the PART 1 - GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate, without bringing this to and shall be the maximum size which the controller door will allow. 2. Generally, piping under existing walks is done by jacking, boring, or the attention of the City of Rancho Cucamonga. This test shall be 1.01 DESCRIPTION 8. All fittings shall bear the manufacturers name or trademark, material 5. Use 10" x 10-1/4" 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. 910-12B 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 controller 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 shall be necessary to furnish and install the Irrigation System as shown on the drawing is reduced, it shall be enlarged to a size that will be readable C. PVC Nom-Pressure Lateral Line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE B. Standards: All work and materials shall comply with governing codes, safety 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the some size, type, and deliver the orders, standards, and regulations, and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. some rate of precipitation with the diameter (or radius) of throw, 3. Refer to City Standard 120 "Trench Repair" when within City streets A. The entire irrigation system shall be under full automatic operation for a the Standard Specifications For Public Works Construction Green Book latest 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 of seven 7 days prior to an planting. p ( } P 9 9 / P O Y P • Y P 9• edition. 6. When completed and approved, the chart shall 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 D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the 1.02 QUALITY ASSURANCE & REQUIREMENTS mils. 3. Pipe shall be made from NSF approved, Type I, Grade 11 PVC 2. Spray heads shall have a screw adjustment. operation period. I compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is A. Permits and Fees: The Contractor shall obtain and pay for any and off 7. These charts shall be completed and approved prior to the final field myst 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 3.08 CLEAN-UP permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt B. Manufacturers Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all 4. Riser nipples for all sprinkler heads shall be the some size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be rernoved from the site, all walks and paving shall be bloomed or washed shall be followed in all cases where the manufacturers of articles used in this 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 of 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 Cucamonga within ten the. same as for solvent-weld pressure main line pipe and fittings as original condition. Specifications. calendar days prior to completion of construction, two hard-cover, set forth in section 2.01B of the Specifications. 5. Ail sprinkler heads of the some type shall be the some manufacturer. 3. Install all assemblies specified herein in accordance with respective three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE C. Ordinances and Regulations: All local, municipal and state laws, and rules D. Brass {Pipe and Fittings: 0. Sleeving: specific items required to complete work, perform such work in and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name, address, and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho incorporated into and made a part of these Specifications, and their telephone number, and which lists each installed equipment 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 shall 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 shall be reworked to the complete satisfaction these Specifications shall not be construed to conflict with any of the above manufactures local representatives. I 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and of the City of Rancho Cucamonga. rules, regulations, or requirements of the some. However, when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification #WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding Specifications and Drawings call for or describe materials, workmanship, or item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the construction of a better quality, higher standard, or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories, charts, record drawings, and equipment as required by the above rules and regulations, the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe arid Fittings: Drawings and Irrigation Detail sheet. Irequired before final site observation can occur. Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections, the Contractor shall work the metal 1. Pipe: Type K, hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal, shall be used on all 3.10 SITE OBSERVATION SCHEDULE D. Explanation of Drawings: 2. In addition to the above mentioned maintenance monuals, provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC, and on all threaded PVC to metal joints. Light the City's maintenance personnel with instructions for major 2. Fittings: wrought copper, solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho 1. Due to the Scale of the Drawings, it is not possible to indicate all equipment and show evidence in writing to the City of 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, 459 silver, 159 copper, 3. A 117 volt duplex box shall 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, 249 cadmium, solidus at 1125 F, and liquidus at 1145 F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply affecting all of his work and plan his work accordingly, furnished to the controller housing. All power within the housing shall be E. Line Clearance: 1. Pre-Job Conference - 7 days such fittings, etc., as may be required to meet such conditions. E. Equipment to be Furnished: F. GateVallves: properly phased. Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six (6) inches from each 2. Pressure supply line installation - 24 hours installed. The work strati be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves (1 1/2" and smaller) 4. A terminal strip shall be provided, clearly indicating the proper other and twelve (12) inches from lines of other trades, with the conflicts between the irrigation system, planting and architectural points of connection of all appropriate wiring (station valves, master exception of the control wire sleeve(s) which shall be installed 3. Lateral line and sprinkler installation - 24 hours features. a. Two (2) sets of special tools required for removing, 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 disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation - 24 hours 2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T- 585-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment: furnished and installed whether or not specifically mentioned in the b. Two 2 four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation - 24 hours C. Two 2 keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous specifications. 9 YP d. One 1 quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve (2" and larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing - 48 hours 3. The Contractor shall not willfully install the irrigation system as every five (5) or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test - 48 hours obstructions, grade differences, or discrepancies 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 shall be turned over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller: 8. Final observation - 7 days obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3 - EXECUTION City of Rancho Cucamonga. In 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 volt power connection to the automatic controller shall be B. When observations have been conducted other than the City of Rancho performed, the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga, show evidence in writing of when and by whom these revision necessary. G. Quick Coupling Valves: observations were made. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes, ordinances, and union 1. Quick coupling valves shall have a brass, two-piece body designed for C. No site observations will commence without "As-Built" record drawings. The 1.03 SUBMITTALS P 9 P• Y 9 all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. " " A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. prior to proceeding with work under this Section. contractor shall not call for a site visit without As-Built record drawings, A. Material list: care in handling, loading, unloading, and storing PVC pipe and fittings. All H. Remote Control Valves: without completing previously noted corrections, or without preparing the PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit. 1. The Contractor shall furnish the articles, equipment, materials, or lie flat so as not to subject it to under bending or a concentrated external load size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together, allow CONCRETE SPECIFICATIONS processes specified by name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be his operations or neglect. Check existing utilities drawings for existing utility at least twelve (12) inches between adjacent valve boxes. Install each substitution will be allowed without prior written approval by the discarded, and if installed, shall be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box. PART 1 GENERAL City of Rancho Cucamonga. 1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe, so there shall be I. Flushing of System: 2. Complete material list shall be submitted prior to performing any irrilgation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting 1.01 Description work. Material list sholl include the manufacturar, model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees, shrubs, and ground covers. 1. After all new sprinkler pipe lines and risers are in place and and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications, he may do For concrete information refer to the Standard Specifications for Public Works connected, all necessary diversion work has been completed, and ConstructionCit er the Green Book: Edition of Rancho Cucamon a Refer to manufacturer and other information may be different, the follo%ing so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads, the control valves shall be ( P Y 9 )' Sections 4, 201, 303, and 400, as well as any other sections related to the installation, is a guide to proper submittal format: for approval: screwed boy with 60 mesh monel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. #1008 or approved equal. per and post installation of concrete work, materiafs, labor, and clean-up. The Item No. Description Manufacturer Model! No. 1. Provide a statement indicating the reason for making the substitution. Standard Specifications for Public Works Construction is available from: Use a separate sheet of paper for each item to be submitted. 3. All 3.02 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system p p P pressure main line piping between the point of connection and has been accomplished to the complete satisfaction of the city of 1 Backfiow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. Rancho Cucamonga. BI Building News 2. Provide descriptive catalog literature, performance charts and flow The Contractor shall verify with the local governing body as to A. Physical layout: 3055 Overland Avenue 2 Automatic Controller Calsense ET1-24 -DR charts for each item to be substituted. material type and installation procedures prior to start of J. Sprinkler Heads: Los Angeles, CA 90034 coinstruction. Submit shop drawing for approval. 1. Prior to installation, the Contractor shall size stake out all pressure (310) 202-7775 3 Master Valve Superior 31fl0 RCV 3. Provide the amount of cost savings if the substituted item is supply lines, routing and location of sprinkler heads. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler approved. I. Check Valves: heads to be installed in this work shall be equivalent in all respects 1.02 Scope 4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior to those itemized. B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze to installation. Furnish and install all concrete work complete as indicated on the drawings or as Irrigation submittal must be specific and complete. All 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 of heads shall not exceed the maximum indicated on the specified, including, but not limited to the following: listed and should include solvent; primer, wire, connectors, valve, materials listed on the Drawin s and S Specifications. an shall meet or exceed Federal Specification WW-V--51D, Class A, B. Water Supply: g spacing 9 P d P Drawings. In no case shall the s acin exceed the maximum boxes, etc. No copies of manufacturer's literature (catalog cuts) are Type IV. recommended by the manufacturer. A. Furnish and set all reinforcing steel, bolts, and anchors. required as submittal informati�an. 1. The irrigation system shall be connected to water supply point(s) of 1.06 GUARANTEE 9 Y PP Y P 2. Anti-drain valves shall be of heavy Y 9 duty virgin PVC construction with connection as indicated on the Drawings. 3.04 TEMPORARY REPAIRS B. Install all items required by other trades which are to be cast into concrete. 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 shall be stainless steel of the Cit of 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 mode of the approximate location(s) shown on The Cit reserves the right to make temporary repairs as necessaryto keepthe C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where City g Y j the Drawings. The Contractor is responsible for minor changes may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to 9 ' P g sprinkler system equipment in operating conditon.p The exercise of this rigt by the applicable. expense. irrigation system. the Valcon "ADV" or approved equal. caused by actual site conditions. City shall not relieve the Contractor of his responsibilities under the terms of the 1.03 Protection C. Electrical Supply: guarantee as herein specified. All finished concrete work shall be barricaded to e 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 and J. Control Wiring: pedestrian traffic for three (3) days. product or products apparently meet the requirements of the maintenance manual. 3.05 EXISTING TREES Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, 1. Ex�ce t as noted otherwise, connections between the automatic 1. Electrical connections for any and all automatic controllers shall be lace and remove all of his own barricades. Contractor shall be responsible for an Drawings and Specifications on the basis of the information or P P P Y samples submitted. C. The guarantee form shall be re-typed onto the Contractor s letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) of connection as indicated on the Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all damage to new construction and replacement or repair of the work shall be made shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. without added cost to the City. o control wire conduit within structure shall be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two 5. Manufacturers warranties shall not relieve the Contractor of his (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and 1.04 Clean-up liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM sollid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on larger in diameter, except direct) in the path of pipe or conduit, shall be tunneled supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause g P Y P P P Upon completion of all concrete work and before final acceptance, the Contractor shall under and shall be heavily wrapped with burlap to prevent scarring or excessive We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. remove all tools, surplus materials, apparatus, debris, etc. from the site and the site 1. d ung. Where a ditching machine is run close to trees having roots smaller than two shall be left ' clean, neat condition acceptable to the Cit B. RECORD DRAWINGS: free from defects in materials and workmanship, and the work has been completed in vallve manufacturers specifications and wire chart. In no case shall (11 inches in diameter, the wall of the trench adjacent to the tree shall be hand P y' accordance with the Drawings and Specifications, ordinary wear and tear, unusual wire size be less than #14. 3.03 INSTALLATION abuse, or neglect excepted. We agree to repair or replace an defects in material or trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall 1. The Contractor shall provide and keep up-to-date a complete record 9 P 9 P P Y V'" workmanship which may develop durin the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be set of blueline ozalid prints which shall be corrected daily, showing P Y P 9 P Y 9 PY 9 g' eve chane from the original Drawings and Specifications and the acceptance and also to repair or replace an damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. closed within twenty-four e s hours; and where this is not possible, the side of the �(i every g g g p P P P Y 9 9 P 9 P PP Y P trench adjacent to the tree shall be kept shaded with burlap or canvas. !(� -L 1� y (1 exact installed locations, sizes, and kinds of equipment. Prints far this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of .r . purpose may be obtained from the City of Rancho Cucamonga at cos{, 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 shall follow 3.06 FIELD QUALITY CONTROL � `N %A This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen (15) feet. layout indicated on the Drawings and as noted. DIAL TOLL FREE 9 P replacements within a reasonable time after receipt of written notice from the City, we ~ as a record set. P P Y ~" na ure 1-800-227-2600 authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three (3) feet of each 2. Provide for a minimum of twenty-four (24) inches cover for all A. Adjustment of the System: W 9 2. The Contractor shall 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 of sufficient length r at each irrigation lines installed under paving or hardscoping. 1. The Contractor shall flush and adjust all sprinkler heads for 1-"-31 6ate '- A rou LEAST TWO DAYS drawing progress sheets daily as the work proceeds, showing the place connection at each electric control valve, so that case o optimum performance and to prevent oversproy onto walks, !► work as actually installed. For example, should a piece of equipment PROJECT: BASE LINE ROAD STREETSCAPE repair, the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four (24) inches cover for all .9 �� roadways, and buildings as much as possible. � � UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNU be installed in a location that does not match the plan, the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three (3) inches or larger in diameter. O �F must indicate that equipment has been relocated in a graphic LOCATION: SOUTHWEST CORNER OF SUMMIT AVE. AND ETIWANDA AVE. in trench without stress or stretching wire conductors. aA 9 P 2. If it is determined that adjustments in the irrigation equipment will 4. Provide for a minimum of eighteen (18 inches cover for all pressure manner so ❑s to match the original symbols as indicated in the provide proper and more adequate coverage, the Contractor shall irri ation legend. The relocated equipment and dimensions will SIGNED: 5. All splices shall be made with Scotch-Lok #3576 Connector Sealing supply lines of two and one half (2 1/2") inches or smaller g gmake such adjustments prior to planting. Adjustments may also then be transferred to the ori(incl record drawing plan at the proper Pocks, Rainbird Snap-rite wire connectors., or approved equal. Make I g P P P ADDRESSED: 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 required. time. lines. 3. Before the date of the final observation, the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control all information from the "record drawing' prints to a sepia lar or vallves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen (18) inches for all control 3. Lowering raised sprinkler heads by the Contractor shall h 9 P P Y PART 2 - PRODUCTS Raincho Cucamon a wiring. accomplished within ten (10) days after notification by the City. similar mylor material. Arrangements shall be made through the city 9 for obtaining said sepia mylor or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades 2.01 MATERIALS K. Automatic Controller: 7. Refer ti City Standard 120 "Trench Repair when within City streets shall be in waterproof Iridic ink and applied to the mylar by a susceptible to traffic loads. unless otherwise designated on the Drawings. technical pen made expressly for use on mylar material. Such pen A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controllers shall be of size and type shown on the shall be similar to those manufactured by Rapidograph, Kueffel & Y YP 9 YP 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specified herein, or roved equals. Drawings. B. Backfilling:Esser, or Faber Castell. The dimensions shall be made as to be easily P PP q 9 • 9' specification so that each lateral operates at design pressure. COY readable even on the final controller chart (see Section C). The DESCRIPTION OF REVISION DATE original mylor "record drawing" plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are B. Testing of Irrigation System: APPROVED' Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be carefully backfilled with the excavated controller chart. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class materials approved for backfilling, consisting of earth, loam, sandy 1. The Contractor shall request the presence of the City of Rancho CITY 0 RANCHO C U CAM 0 N GA 315. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power clay, sand, or other approved materials, free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing. 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 reference, such as building corners, sidewalk edges, road 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde 1, finial electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per intersections, etc., the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips, sunken square inch and prove watertight. pope must meet requirements as set forth in Federal Specification PS L. Electric Control Valves: areas, humps or other surface irregularities. TRACT NO* 16/^►v48 a. Connection to existing water lines. 22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Note: Testing of pressure main lines shall occur prior to b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the some size and type shown on 2. A fine granular material backfill will be initially placed on all lines. installation of the electric control valves. c. Gate valves. this Drawings. No foreign matter larger than one-half (1/2) inch in size will be STREETIMPROVEMENT � d. Routing of sprinkler pressure lines (dimension max. 100' 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. 3. Flooding of trenches will be permitted only with approval of the City pressure of 150 pounds per square inch and proven watertight prior II e. Sprinkler control valves. to paving. L_M � IRRIGATION SPECIFICATIONS f. Routing of control wiring and locations of ,all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. f. Quick coupling varves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six (6) hours. If leaks P g i must meet requirements as set forth in Federal Specification PS 4. If settlement occurs and subsequent adjustments in pipe, valves, - h. Stub-outs for future connections. P P sprinkler heads, lawn, planting, or other construction are necessary, develop, replace joints and repeat test until entire system is proven 21-70. M. Control Valve Boxes: P 9• APPROVED BY: DATE: � i. Other related equipment as directed by the City of Rancho the Contractor shall make all required adjustments without cost to the watertight. i�/ , � lj D.� ��� Cucamonga. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved 1. Use 10" x 10-3 4" round box for all ate valves. Carson Industries City. CITY ENGINEER s �/�Q�{'�( r_���d�a RCE: 24953 _ 9 PP / 9 5. All hydrostatic tests shall be made only in the presence of the 5. On or before the dote of the final field observation, the Contractor conforming to ASTM test procedure D2466. #9110-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall DESIGN PLAN PREPARED BY: sleeve shall be PVC with minimum size of six 6 inches. C. Trenching and Backfill Under Paving: RECOMMENDED shall deliver the corrected and completed sepias to the City of ( ) be backfilled until it has been observed, tested, and approved in Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. +s+9 Brockton AY."�e A 9 ry P shall be of type and installation methods prescribed b the 2. Use 9-1 2" x 16" x 11" rectangular box for all electric control valves. 1. Trenches located under areas where paving, asphaltic concrete, or Riverside. CA 92506 _ N Contractor of the responsibility of furnishing required information YP P Y / g concrete will be installed, shall be backfilled with sand a la er four that may be omitted from the prints. manufacturer. Carson Industries # 1419-126 with green bolt-down cover or approved 4 inches below the pipe and six 6 inches above the lye and 6. Furnish necessary force pump and all other test equipment. DRAWN (951) 369-0700 eglual. O P P O pipe) Fox (951) 369-4039 7. All PVC pipe must bear the following markings: compacted in layers to 959 compaction, using manual or mechanical C. Controller Charts: 7. When the irrigation system is completed, perform a coverage test in KCa!C nttp.//wwwcom"°''°do`°"' L 7 OF 3. Use 6 diameter x 8-3 4 dee round plastic valve box for all quick tamping devices. Trenches for piping shall is compacted to equal / P P q the presence of the City of Rancho Cucamonga to determine if the iCSlil illll a. Manufacturer's name coupling valves. Carson Industries 608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be 1. As-builts drawings shat} be approved by the City of Rancho b. Nominal pipe size cover ora roved equal. # g left in a firm unyielding condition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish CHECKED � R.L.A. NO � DRAWING N0. Cucamonga before controller charts are prepared. P P pP q all materials and perform all work required to correct any7� 2 i°1 any .] C. Schedule or class 71W DATE 05 FILE NO () �+ NOW20610I-191 PROJECT SHEET N0. 11-1 OF- PLANTING SPECIFICATIONS PART 1 - GENERAL PART 2 - EXECUTION C. Trees and shrubs shall be growing at a recognized nursery in accordance with good 6.04 Responsibility and Coordination: 2.01 Protection: horticulture practices and shall be of the size and caliper normally associated with the 1.Q1 Scope of Work: Keep all plant material delivered to site in a healthy condition for planting. container size specified on plans. Removal of all tags, labels, nursery stakes and ties from all plant material prohibited until the P y A. Landscape Contractor is responsible for the erection of all signs and barriers required Plants shall not be allowed to dry out. Bare root stock shall g. separated and P P approval of the Landscape Architect or Cit to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materials, labor and equipment incidental to and heeled-in, in most earth or other suitable material until planting. Balled qnd necessary for completing all work, as indicated on the drawings, as reasonably burlapped plants shall have root ball covered with moist sawdust, wood chips or D. All plant material delivered to the site showing signs of damage or disease or is No material or methods shall affect the landscape planting or hydroseed germination. implied, or as delineated in the Specifications as follows. other suitable material until planting. insufficient in size to carry out the intent of the planting plan will not accepted and will B.B. material or method shall render the job site unusable for more than 10 days from be replaced at Contractor's expense. No 1.02 Standards: 2.02 Installation: date of application. E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 6.05 Non-Selective Herbicides: All work and materials shall comply with governing codes, safety orders, Detailed layout of plants within the planting areas shall be performed by 5-gallon, and 15-gallon) shall have been grown in containers for at least one (1) year, standards, and regulations, and meet the minimum requirements of the Standard Contractor and approved by the Landscape Architect and City prior to planning. but not over two (2) years. Specifications For Public Works Construction (Green Book) latest edition. Non-selective contact herbicide and/or non-selective systemic herbicides (as Soil excavated from planting holes shall be amended to backfill around trees and F. Substitutions - Substitutions for indicated plant material will be permitted provided recommended by the Pest Control Advisor) 1.03 Quality Assurance: shrubs using the following mixture: the substitute materials are approved in advance by the City, and are made at no 6.06 Selective Herbicides: additional cost to the City. Except for authorized variations, all substitute plant materials A. All Contractors performing Site Development work, must be licensed in Native, On-Site Soil with rock no greater than 3' in diameter shall conform to the requirements of these specifications. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the accordance with the laws of the State of California. Gro Power Plus, 5-3-1 15 lbs/cy Iron Sulfate 2 lbs/cy G. Plants Not Approved - Plants not approved are to be removed from site immediately Pest Control Advisor) Subcontractors and Material Suppliers expected to be employed during the course B. Contractor shat! provide the Landscape Architect and the City with a list and replaced with suitable plants. The City reserves the right to reject entire lots of 6.07 Weed Eradication:of construction. (To be used for bidding purposes only, verify with Agronomic Soils Test.) plants represented by defected samples. C. Contractor shall obtain and kee in force Public Liabilit and Pro ert After backfilling, construct a 3" earthen berm to form watering basin around H. Stake all trees, as per details immediately after planting to prevent wind damage. If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the y P y each plant, to allow thorough water-in and establishment. planting areas will require control prior to removal, spray these areas per Pest Control Advisors recommendations. Damage Insurance, during entire course of the Construction Contract. The I. Plant trees that are to be located in lawn or ground cover areas after finish grades amount of insurance shall be determined by City. Prior to installation of turf and ground cover, remove water basins from around are first established and allow at least 7 calendar days prior to installation of said A. Prior to the installation of the irrigation system remove and clear all weeds and D. Prior to start of site development work, the Contractor shall notify the trees and shrubs. Berms in turf areas to be removed prior to City acceptance. lawns or ground cover to provide for thorough watering of trees. All planting holes shall Landscape Architect and City to give starting and completion dates. Contractor PART 3 - SOIL PREPARATION AND FINISH GRADING be excavated as defined on appropriate details. deleterious materials from planting areas. shall also supply the Landscape Architect work.and City with the name and telephone number of the person in charge offthis 4.03 Soil Amendments: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the soil. Physically remove all weeds from the site. 3.01 Scope of Work: Soil amendments shall be as recommended in the Agronomic soils report 1.04 Responsibilities and Coordination: A. Provide all materials and equipment, and perform all work necessary for and 4.04 Trees Stakes: PART 7 - LANDSCAPE MAINTENANCE A. Permits: The Contractor shall obtain and pay for all permits and incidental to the soil preparation and finish grading of all planting and lawn inspections required by governing authorities for the work to be performed. areas as shown on plans, as reasonably implied, or as delineated in the 7.01 Scope of Work: Tree stakes shall be lode g P specifications, g pole pine tree stakes. See tree staking detail on Ions for Provide all materials, labor and equipment necessary for, or incidental to, performing all further information. B. Existing Conditions: The Contractor chaff verify all conditions and dimensions maintenance requirements as reasonably implied or as delineated in the specifications shown on the plans at the site prior to commencement of any work under this B. Furnishing, placement and grading, of topsoil for backfilling of planters if PART 5 - GROUND COVER AND BEDDING PLANTS including, but not limited to the following: contract. The Contractor shall verify the location and depth of all underground required. utilities prior to start of work. C. Cleaning and finish grading of planters areas and planting areas. 5.01 Scope of Work: Maintain all plants and planted areas. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Keep planted areas free of weeds and debris.Provide all materials and equipment and perform all work necessary for and incidental to Prune trees and shrubs. for all temporary utilities such as water, electrical power and gas as required by 3.02 Topsoil: him for the construction of the project. Temporary services shall be coordinated installing all ground cover and bedding plants, as shown on plans, as reasonably implied, Fertilized all plants and planted areas.with the City and other contractors on the job site. A. Existing on-site soils listed as acceptable under Site Grading or delineated in the specifications. Irrigation. specification. P g Insecticide spraying. 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, 5.02 Bedding Plants: 7.02 Fertilizers: establishing all surveys, reference points and elevations required by him, and shall be sandy textured. Silt plus clay content of this soil shall be no greater Perennials and Annuals: Provide healthy container grown plants from a recognized shown on plans for proper execution of site construction. than 159 by weight. The boron content of this soil shall be no greater than 1 A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 art nursery, and of the species and variety shown on plans. y p per million as measured on the saturation extract. The sodium absorption Gro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as E. Traffic: The Contractor is responsible for all temporary traffic barriers and ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to 5.03 Ground Cover: required by the Agronomic soils report. Available from Gro Power (909) 393-3744. detours required by him for the construction of the project. All temporary ensure conformance, samples of the imported soil shall be submitted to an traffic barriers and detours shafi conform to all conditions required by the City agronomic soils testing laboratory, approved by the project Landscape Architect Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% or governing authorities. for analysis prior to use. Result of testing to be delivered to City for approval. be established d well rooted in flats or similar containers. sulfur and shall be registered as an agricultural miner, with the State Department of an 1.05 Defective and Unauthorized Work: Soil test to include analysis and recommendations. Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the 3.03 Soil Amendments: 5.04 Mulch: Agricultural Code. All work which is determined by inspection to be defective in its construction or Mulch: Shall be of compacted wood chip fiber. 7.03 General: deficient in any of the requirements of the plans and specifications, shall be All soil amendments shall be as specified in the Agronomic Suitability/Fertility remedied or removed, and replaced by the Contractor at his own expense in a soils report furnished by the Contractor 5.05 Coordination: Maintenance shall start immediately after landscape irrigation and planting. manner acceptable to the Landscape Architect and City. 1.06 Inspections: 3.04 Soil Preparation: A. Do not have plants delivered to the job site until site conditions are ready for Maintain all plants and planted areas on a continuous basis as they are installed during planting. If planting is delayed, keep plant roots moist and place in a sheltered location the progress of the work, and continue to maintain them until final acceptance of total All work on irrigation system shall be complete and inspected for recommended protected from the sun, wind and other damaging elements. project. Replace any dead or dying plants as directed by the Landscape Architect and The Contractor shall arrange for inspections by notifying the Landscape Architect, approval and, fine grading completed, prior to rototilling and prior to soil City and governing authorities, 24 hours prior to time of inspection, unless amendment work. City representative.B. Soil preparation and fine grading shall be completed and trees and shrubs installed otherwise noted. Inspections shall be as listed tse4ow, but not necessarily in riot to bedding g planting. this order. Only the inspection pertaining to the project scope of work will After rough grades have been established, prepare all lawn and planting areas by P g plants and round cover lantin A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to a apply: tilling or cross ripping to a depth of 12". All rock and debris more than 2" in 5.06 Installation: minimum. Damage to irrigation system resulting from maintenance and equipment diameter shall be removed from the site, except for areas that are to be and/or maintenance personnel, shall be restored to its original condition at no cost to Rough Grading. sodded, in which all rock and debris more than 1 in diameter shall be Plant ground cover and bedding plants in moist soil and space as indicated on plans. the City. Failure of any part of the irrigation system shall be brought to the attention Drain Lines and Catch Basins. removed. of the City. No repairs other than emergency repairs shall be accomplished without Irrigations (main line pressure, coverage & system operations test). Each plant shall be planted with its proportionate amount of soil so as to minimize root written permission from the City. Soil Preparation and Finish Grading. Apply , spread-, and rototil in all soil amendments as recommended to a depth disturbance. Soil moisture shall be such that soil does not crumble when removing Plant Material (delivery & placement). of 6". Water area thoroughly after rototilling is complete. Incorporate evenly plants from container. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas Substantial Completion Inspection (at completion of londscope improvements) - into the top 4" to 6" the following for each 1,000 square feet of planting area: 7 Days. Regrode planter areas after planting, to restore smooth finish grade and to insure proper at intervals not to exceed 10 calendar days. Final Inspection (after maintenance period) - 7 days. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. surface drainage. A 4" layer of mulch material shall be spread over the entire planter The Contractor may elect to remove such concentrations of weeds manually or by an 200 lbs. of Gro-Power or approved equal. area after grade is established. Watering shall begin immediately after mulching. (Grading approved herbicide program. The contractor shall arrange a Preconst.ruction job conference with the Landscape shall accommodate the mulch) Architect and City a minimum of seven (7) days prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only C. Pest Control: Spray all plants and planted areas at beginning of maintenance for bidding purpose, because soil conditions may change drastically from the 5.07 Protection: program and as may become necessary thereafter by an approved method of pest 1.07 Guaranties: time these specifications were developed to the time the actual soil conditioning control, to keep all plants and planted areas free of insects and disease. Method shall take place. Therefore, the Contractor shall obtain his own soils analysis at a Erect temporary fencing or barriers to protect planted areas from damage prior to final be reviewed by the City prior to any applications. Pest Control shall include Gopher A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn rate of one per every 25,000 square feet of planted area. These soil tests shall acceptance. control. shall be guaranteed from date of final acceptance of londscope construction for be conducted by an approved Agronomic soils testing laboratory approved by the periods as follows: project Landscape Architect and City. Copies of the soil test to be provided PART 6 - WEED ABATEMENT D. Pruning: Prune all plants as designated and directed by Landscape Architect, at during the Pre-construction job conference. start of maintenance program and continue to prune plants as directed or as may Trees 24" box & larger 1 year 6.01 Scope of Work: become necessary until the end of the maintenance program. Trees 15 gal. & smaller 1 year 3.05 Finish Grading: Shrubs All sizes 120 days Provide all material, equipment, and labor necessary to perform all work as indicated on Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as Ground Cover 120 days After rototilling operations are complete, grade areas to establish finish grades plans, as reasonably implied, and as delineated in the specifications. necessary to achieve and overall even a gophers Bedding Plant 120 days for planting. All flow lines shall be maintained and proper tolerances shall be P appearance. Exterminate o hers and moles; met after settlement at the end of the P repair damage. Lawn (sod) 120 days project maintenance period. 6.02 Quality Assurance: Lawn (seed) 120 days from first mowing Finish grading shall leave surface of the ground uniformly smooth and free of A. The Applicator of all weed control materials shall be licensed by the State of PART 8 - ACCEPTANCE OF PROJECT Guarantees begin after the project acceptance by City and at the end of the abrupt grade change. California as a Pest Control Operator and a Pest Control Advisor in addition to any 8.01 General: subcontractor licenses that are required. y mate day maintenance period. Landscape Contractor shalt replace and plant all 3.06 Coordination: B. Al materials and methods must conform to Federal, State, and Local Regulations. P PCO g Upon completion of installation, a maintenance period of a minimum of 180 days for all wr!�" L TCil � materials which have died within the time span stated above, at no cost and landscaped areas is required prior to final acceptance of the work by the City. The � F- ,.. f�1 � within 5 days from receiving written notice from the Landscape Architect or City. Weed abatement work shall be coordinated with the installation of the irrigation 6.03 Submittal: Commencement date for the maintenance e If dead material is not replaced and planted within the 5 day period, City may period shall commence upon written approval � gna ur replace dead material with new material and charge the Landscape Contractor for system rototilling and soil amendment work, and planting. (See Weed Abatement for all phases of planting installation by the City Public Works Inspector. Maintenance 10-na ur ~ 0-227-2600 period shall be adequate Q- -- LEABTTWO section). Prior to the installation of any weed control materials, the Landscape Contractor shall P q ate to verify plant characteristics and establishment. t� -' YOU Co all expenses incurred. submit to the Landscape Architect/City a list of the weed control materials and quantitiesBEFOFE B. Construction Materials: The contractor shall guarantee oil workmanship and PART 4 - TREES AND SHRUBS per acre intended for use in controlling the weed types prevalent and expected on the A. Two inspections shall be made that affect the establishment period: The first after '9T UNDERGRDUND SERVICE ALERT OF SDUIHERN CALIFORNW materials for all site development, for a period of one year from date of final site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the all plantings have been completely installed in order to approve the beginning of the acceptance of project. 4.01 Scope of Work: Landscape Contractor and Landscape Architect and City data to demonstrate the establishment period, and the second at the end of the establishment period. If compatibility of the weed control materials and methods with the intendedlantin and plantings are not acceptable at the end of the 180 day period, due to defective 1.08 Material and Labor Releases: Provide all material, equipment, and labor necessary to install all trees and seed varieties present. P g maintenance, then continue establishment until all work meets with the Specifications and shrubs es shown on plans, as reasonably implied and as delineated in the can be approved. Upon completion of the work, the Contractor shall present to the City, signed specifications. B. At termination of establishment period all plant material shall be live, healthy, copies of all labor and materials releases for all work performed under Site Development. 4.02 Products undamaged, and free of infestation. Inferior plantings shall be replaced and brought to A. Nomenclature - Plant names indicated on the drawings conform the a satisfactory condition before final acceptance of work will be made. All areas shall be 1.09 Disposal and Clean-up: "Standard Plant Names" established by the American Joint Committee on neatly raked and free of weeds. Horticulture. Except for names covered therein, the established custom of the Remove all waste materials (including excavated material classified as nursery is followed. unacceptable soil material), trash and debris generated or encountered during the B. Condition - Plants shall be symmetrical, typical for variety and species, course of landscape construction, and legally dispose of it. During the course of the work, remove surplus materials from the site and leave premises in a neat sound, healthy, vigorous, free from plant disease, insect pests, or their eggs„ and and clean condition. Clean up and remove all remaining debris and surplus shall ct1Y have healthy, normal root systems, well-filling their container, buy not to APPROYJ� materials upon completion of work, leaving the premises neat and clean. The the point of being root bound. Plants shall not be pruned at anytime, and in DESCRIPTION OF REVISION DATE site shall be cleaned upon the request of the inspector. no case shall trees be topped. CITY OF RANCHO CUCAMONGA 'f CT NO 1 STRE I PROVEM &T4"PLANS LMD PLANTING SPECIFICATIONS APPROVED BY: n DATE. CITY ENGINEER `A�\! �� P RCE: 24953 DESIGN PLAN PREPARED BY: RECOMMENDED 4649 Brockton Avenue G. Riverside,CA 92506 _ v DRAWN (951) 369-07DO SHEET �y Fax (951) 369-4039 4 KM http.,//www.comworkedg.com Ln OF 8 CHECKED R,LA. NO DRAWING NO. DATE 7-27-M FILE NO �� Lle)`I PROJECT SHEET NO. l_�OF e