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HomeMy WebLinkAbout1827-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS PACIFIC CREST COMMUNITIES SUMMIT AVE STREETSCA E 4141 Inland Empire Blvd., Suite 345 Ontario, CA. 91764 (909) 945-7800 TRACT 16147 ON SUMMIT AVENUE LANDSCAPE MAINTENANCE7 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 24 TH ST. 2• AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. WILSON 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD AVE. 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 L-2 CONSTRUCTION PLAN S U M M IT AVE. DAMAGE INSURANCE AS REQUIRED BY LAW. 5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-3 IRRIGA TION PLAN 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 6• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-4 IRRIGATION DETAILS `. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-5PLAN77NG7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS — PLAN HAVE BEEN APPROVED BY THE CITY ENGINEER. FUTURE S. R. 30 a. L-6 PLAN77NGSLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2 WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL NAVE A 1 FOOT + CONSTRUCTION DETAILS WIDE FLAT AREA AT THE TOE OF SLOPE. _-- - -_------_-- -----�_ --___-_ _ __--_ _ _-- L-7 ITION SPECIFICATIONS HIGHLAND AVE. Lq Q• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT F— ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE, SAID MAINTENANCE SHALL V) >Q CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L-8 PLANTING SPECIFICATIONS OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL W Q REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER � 0 COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. wz < 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. _ 3: 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. i U 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 VICTORIA AVE. 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 AK)FITBENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS ••� N.T S 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP14. PUBLICLY—MAINTAINED ACCORDANCE WITH BEINSTALLED 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. + ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE MAWTENANCE « PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CIVIL ENGINEER LANDSCAPE ARCHITECT RESPONSIBILITY AREA FUSCOE ENGINEERING COMMUNITY WORKS 10390 COMMERCE CENTER DRIVE DESIGN GROUP SUITE 200 4649 BROCKTON AVENUE — — — — — -- I RANCHO CUCAMONGA, CA 91730 RIVERSIDE, CA 92506 SURA _ _ __ _ _ _ _ _ __ (909) 581 -0676 (909) 369 --0700 LANDSCAPE QUANTITIES g ;r 77 _ t I SUMMIT A VENUE L L _J_ 1 TOTAL LANDSCAPE AREA (INCLUDING TRAIL) 8194 S.F. I cuc 5O 1 ', Z 3 I ; ; " TOTAL LANDSCAPE ACRES 0.18 ACRES O 4 PLANTING AREA 1703 S.F. I I C0BBLER0%t.".%f1v\ 462 SFDESCRIPTION OF REVISION DATE o- D.G. HORSE TRAIL (12' WIDE) 7493 S.F. i I w CITY OF RANCHO CUCAMONGA TOTAL HARDSf'%APE AREA S.F. 0 o 1 ai I TOTAL HORSE TRAIL FENCING 495 L.F. z TRACT NO. 16147 MAINTAINED AREA U � STREET IMPROVEMENT PLANS NON-LANDSnAPE PERCENTAGE 79.2% LM D TITLE SHEET ROCK IN LANDSCAPE AREAS PERCENTAGE 27.Mo �o, OAL ABY: - �►� RCE: 2 953 STREET TREES (SUMMIT AVE) 9 DE" PLM PRE Mm fff: ftswelft. CA UM ., . NORTHQUERCUS COCCINEA 2 ` v" >� °'"" ( »�° M) N.T.S LAGERSTROEMIA INDICA 'MUSKOGEE' 10 �, �� ,� ILtl6�INN . ��"""» ''�QO"'NO''" L-1_ °F � 1 �► R.LA NO�-- wwMC N0. — FOF CALW 1Y DATE FU NO PROJECT SHEET NO. _L5_—_ OF .•. I jl I' ;�r ' r i >t. I J....:"oc�. r .... .---.........-...... -'�..tk-' -- . .. - - .-- - .. - ..... :..,......._.,........u..... .... -- . _..z ......` -.-sem . ... ........ ...r.. I I r SU-MMIT-AVE , 47• S' 125• 4 12' 26' �'9' e9' z5' 2T R3• 4 _ C i _ -..-_ _. 21 R2, R2' 2 —/ 2 12' 2 R3 i 2. 2 _ - 1 : � R3 3'7 j1 R3 MEN - ---- 5 2 5 2 � � . �. ..■..r ter.. .... . .r,..,..r- - � _ >�� , ._ j 3' --- g �.. —� \\• 1,07' 10' S 6 I ' 2 r; z 1 k' Ii :1101 t A I q / I �.W OF W61W I � SO w I LOT I LOT 2 LOT ! - I I 1 tl \ I I / �• i I � I I ! ! I I I v-- LOT DESCRIPTION SUPPLIER DETAIL I I u I PER CITY OF RANCHO DETAIL D I I II 1 INSTALL COBBLE ROCK PAVING CUCAMONGA STANDARDS SHEET L-6 INSTALL 6"x6" CONCRETE MOWCURB PER CITY OF RANCHO DETAIL K 2 CUCAMONGA STANDARDS SHEET L—fi CC s INSTALL 2—RAIL EQUESTRIAN FENCE PER CITY OF RANCHO DETAIL A 3 CUCAMONGA STANDARDS SHEET L-2 PER CITY OF RANCHO PER ON-SITE CIVIL NLS EQUESTRIAN ACCESS GATE CUCAMONGA STANDARDS ENGINEER PLANS D.G. EQUESTRIAN TRAIL PER CITY OF RANCHO PER CITY STD. DETAIL 1002-A l I I li r-o'ac 5 CUCAMONGA STANDARDS AND SECTIONS WILO�•! 1 l I I m,ISM POST PER CITY OF RANCHO PER 01`14-SITE CIVIL OIL M TO osrs 6 PERIMETER WALL CUCAMONGA STANDARDS ENGINEER PLANS l I I rw PYC Im III J 11VUW NG ftv nm III cv VARY POST- MOULT WN 2 - 10 OK X 10 X 1' STA/ILESS STEEL SELF R - TAPPING NEX. WAD SCREWS I I Cal IVC I m 2'Xr PVC � Q �L IMLs SMI. K MODI M ON IM SIDE OF POSTS dv p 1� D a o o I o I I NEMER� SM. NO. W. nNIH OW v a :: ::::: dv 4 s' BLOCK WALL e' BLOCK PALL CRY APPRI DESCRIPTION of REVISION DATE 2' 4' DOSED OpVR1E MED FOOTING NOTM 1. EMff MV ►C sz Z''• CITY OF RANCHO CUCAMONGA POETS l0[�7ED AT p1NIGES OF DIRECTI01t OR EiiD POSTS ARE REQUIRED TO K FILLED WM CONCRETE ' NO LAOU FROM OOUNIRT TSTA FETICE RAILS 4'�� 1'l' �r 3' 12' 7. ALL 1111DO 5 SHALL BE PC FENCE A OR A D � W 2'0' 1� TRACT NO, 16147 . , � . TRACT S SEE YWA- NOTES STD. 1 0. 10D1 SUMMIT AVENUE PLANTER DECOMPOSED GRANITE TRAIL ) 16147 SUMMIT AVENUE PUNTER DECOMPOSED GRANITE TRAIL C? TRACT 16147 aff OF RANCHO CUC ONGA, O STREET IMPROVEMENT PLANS I PFR,)vEP BY: COMMUNITY TRAIL: STANDARD PL PVC 2—RAIL FENCE ioio—� � E O T I O N ,� : � S; F- O T I O �1 B : B LMD CONSTRUCTION PLAN ITE ENGINEER DAT USE WITH STANDARD SPEC!FICAMNS FOR PUIUC WORKS CONSTRUCTION �T 1 Or I SECTION SCALE: 1"=5'011 SECTION SCALE: I"=5'0" ©�-- APPI DAM M CITY ENGINEER I�A L&&zw K: QCE 253 l DESIGN PIM+ PREPARED BY: SECTIONS ARE SHOWN FOR CARAPF�C ATION OF s E MAL Tai� Tr G ' r ! PLANTER AREAS ONLY AND ARE NOT INTENDED FOR USE N I , WALL CONSTRUCTION. SECTION ADJACENT TO LOT 50 SHOWN 9no 227- °�"`"" coo 7M--0000 SHEET FOR EQUESTRIAN TRAIL- AND FENCE CONSTRUCTION ONLY. Oy AT�TWOD* r� 30-4030 . �„oa AN O y�r �r Sol �O 31e�'� ,pt1�P UNKMIlOt1ND SGMCE AIRF oP fotmlERN aUFDR11Yt ACED . �+'S1 1 illh ��M + v _L-2 OF It LV �•� �``�CT R.L./ NO�� ORA N0. Tr DATE ME NO -L PRaIECT SHEET No. of P.O.C. 1NF=C>RMA-F1C:)N METER SIZE 3/4* WATER TYPE POTABLE STATIC PRESSURE ZONE 4: 140 PSI X PEAK DEMAND 19 GPM SOURCE AT CCWD CARLOS DATE INFO OBTAINED 9/28/01 IL ............. J 7 -b* -0 77 -V "A' J) J0 S-Umm F -7-7 -7 ------------- ------- .... 1'.. C. • 71 ...... ........ ---------- AW I C, 3, _7 3 1; i 11/4 14 won Oo"on oaft ---------------------- limb -aft -aft 7le' 4 --------------------------- 1. Z11 1111111ma --------- -- 11 Z J 1A J 3/4 375 80.Fr. _J _4 2 435 SOFT. 2 3/4 goFr. -41 'Ji New water meter (size per plan), as required by CCWD, is required at all points of connection. The contractor shall make arrangements and pay all costs for the installation EOUMENT LEGEND of a new water meter. Contact the Cucamonga County Water District for costs and installation procedures. SCH 40 PVC SLEEVING CHART Typclof 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, 1 1/4- SLEEVE 1-4 WIRES 1/2- PIPE SYMBOL MAWFACTILIER/MODEL # SIZE DETAIL NOTES followed by a master valve. All equipment sized per plan. Install all equipment per city standards and specifications, manufacturers' recommendations and local codes. Actual 1 1/2* SLEEVE 5-10 WIRES 3/4- PIPE location of the equipment to be as directed on site by a representative of the City. 2" SLEEVE 11-20 WIRES in PIPE IRRIGATION WATER METER 3/4" N/A 2 1/2- SLEEVE 21-30 WIRES 1 1/4- PIPE I-TO-10 Backflow prevention device shall be installed within a Strong Box (SB) SBBC-45AL aluminum enclosure, and shall be installed parallel to the street and screened with shrubs 3* SLEEVE 31-40 WIRES 1 1/2- PIPE CALSENSE CONTROLLER MODEL R! 8 914, AN;I; 4 , W'4P 4, ;;P ; 40-- 8 STA. 'F/G', SH L-4 (1,2) whenever possible. 4* SLEEVE 41-60 WIRES 2* PIPE W/SB-24-SS/120V STRONG BOX ENCLOSURE 6* SLEEVE 61-99 WIRES 2 1/2-/3- PIPE O WILKINS 50OHLR PRESSURE REDUCING VALVE (SET TO 70 PSI REDUCTION) 'E', SH L-4 (3) This design is diagrammatic, all piping, valves, etc. shown within paved areas are for design clarification only and shall be installed within planting areas whenever possible. 8* SLEEVE 100+ WIRES 4" PIPE FESCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER LOCATED INA 'E', SH L-4 (4) Avoid any conflicts between the sprinkler system, walls, street lights, sidewalks, utility lines and equipment, and architectural features. 10" SLEEVE N/A 6* PIPE STRONG BOX SBBC-45AL VANDAL RESISTANT ENCLOSURE 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 SUPERIOR 3100 NORMALLY OPEN ELECTRIC MASTER VALVE 'H', SH L-4 (3) Immediately to the City. PRESSURE LOSS CALCULATIONS CALSENSE FLOW METER MODEL FM-1B OR EQUAL W. SH L-4 (3) 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 STATION: 3 FLOW: 7 GPM to the City, fo rany damage of said underground facilities. LOSS THRU 3/4- WATER METER 0.80 PSI LOSS THRU 1" PRESSURE REGULATOR 2.00 PSI NIBCO T-585-70-66 BALL VALVE LINE SIZE W. SH L-4 (3) LOSS THRU 1" BACKFLOW 11.50 PSI 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 LOSS THRU 1" MASTER VALVE 0.75 PSI 0 RAINBIRD #33DNP SERIES QUICK COUPLING VALVE 3/4- 'D', SH L-4 (3) installation of a pressure compensating nozzle screen (PCS) in all sprinkler heads at intial construction. LOSS THRU 1" FLOW METER 0.25 PSI LOSS THRU 335- OF 1 1/4- MAIN 1.12 PSI RAINBIRD EFB-CP-B SERIES ELECTRIC 'CONTROL VALVE in tc., SH L-4 (3) When vertical obstructions (fir hydrants, street lights, trees. etc.) Interfere with the spray pattern of the sprinkler heads so as to prevent proper coverage, the Irrigation LOSS THRU 1 GATE VALVE 1.00 PSI OP LOSS THRU 1" RCV VALVE 3.50 PSI contractor shall field adjust the sprinkler system by installing a quarter circle or half circle sprinkler head on each side of the obstruction so as to provide proper coverage. LOSS THRU 3/4o LATERAL LINE 0.01 PSI ------ SCH 40 PVC IRRIGATION MAINLINE - 18* MIN. COVER 1 1/4- '1', SH L-4 (3) All adjustments shall be made at no additional cost to the City. LOSS THRU 3/4- LATERAL LINE 0.01 PSI LOSS THRU 3/4- LATERAL LINE 0.04 PSI SCH 40 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE T, SH L-4 (3) Install one (1) spare wire along the entire length of the mainline to the farthest remote control valve (RCV) on each branch. Pigtail each orange wire at the enclosure. Install LOSS THRU 3/4* LATERAL LINE 0.14 PSI terminal strips in enclosure for irrigation wiring. LOSS THRU 3/4- LATERAL UNE 0.20 PSI SCH 40 PVC IRRIGATION PIPE WIRE SLEEVE - 18" MIN. COVER SEE CHART 'J', SH L-4 (3) ELEVATION GAIN / LOSS 0.00 PSI MISC. LOSS THRU FITTINGS (10X) 2.13 PSI NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON. 14 GA PILOT 12/14 GA 'K', SH L-4 - 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 TOTAL SYSTEM LOSSES 23.45 PSI between the hours of 9:00p.m. to 5: 00o.m. Only one valve per controller shall operate at a time. PRESSURE REQUIRED AT HEAD 30.00 PSI SPARE WIRES PULLED K', SH L-4 The system is designed for the maximum operating pressure as shown at each point of connection. The maximum demand of gallons per minute Is as specified. - The REGULATED STATIC PRESSURE 126.00 PSI irrigation contractor shall verify the available water pressure at the site r.a to the start of installation. Any changes shall be brought to the attention of the City. PRESSURE REDUCTION (FALL OFF) 55.00 PSI "3 :1,;r RESIDUAL PRESSURE 17.55 PSI (1) LANDSCAPE CONTRACTOR TO CONNECT CONTROLLER TO POWER SOURCE. (VERIFY THAT THE SOURCE IS NOT ON A TIMER.) C6,11-ser'-w- e"rZMD -Lit-1XV.(Lec'm V%&A T -1, TP to 0 W/LA- (2) SOUTHERN CALIFORNIA EDISON TO SUPPLY METER AND HOOKUP TO POWER SOURCE. Automatic controller to be a Qg!Trir9,__ E;F! .8 Z% i1q) 9R R ft4 vil" +P 1. ;FP !I@, "!Id 00.11* 4, antenna port installed within a Strongbox (SB) 24ss/120 volt (3) PIPING AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY. con troller/electrical enclosure. Mount the antenna port (epoxy-filled) on top of the enclosure per manufacturer specifications and attach coaxial cable. System shall be (4) CONTRACTOR TO LOCATE BACKFLOW PREVENTER IN SHRUB AREA AND SCREEN WHENEVER POSSIBLE. operational prior to the City's acceptance. Actual location of the enclosure to be as directed by a representative of the City. 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 paid for by the Developer. SPRINKLER LEGEND All sprinkler heads shall be set perpendicular to finish grade on the area to be Irrigated unless otherwise designated on the plans. SYMBOL MANUFACTURER/MODEL # NOZZLE RAD, PSI FLOW (GPM) DETAIL NOTES All pop-up type sprinkler heads Installed shall be installed so that the top of the sprinkler head is 1/4" above finished grade. 1 0 1 T t H I F an DESCRIPTION OF REVISION DATE CITY OF" HF-POP SPRAY HEADS APPROVM. 6 E3 RAINBIRD 1812-SAM-PRS-10 T/H/Van W-10'. 30 10.53 0.79 Var 'A', SH L-4 (1) SCHEDULE 40 POINT OF CONNECTION NOTE: RAINBIRD 1612-SAM-PRS-15EST EST 4'x15' 30 W, SH L-4 (1) PIPE SIZING CHAFF STATION MAKE POINT OF CONNECTION INTO EXISTING 12* WATER LINE LOCATED APPROXIMATELY 7' NORTH OF SUMMIT CITY OF RANCHO CUCAMONGA CONTROLi-ER AVENUE CENTER LINE. INSTALL A NEW 3/4' METER PER CCWD STANDARDS. INSTALL PRESSURE REGULATOR RAINBIRD 1812-SAM-PRS-15SST SST 4'00' 30 1.21 'A', SH L-4 (1) 1-7 GPM 3/4" PIPE STATION SOFT NEXT AND SET REGULATED PRESSURE TO BE 70 PSI REGULATED OUTPUT PRESSURE. INSTALL BACKFLOW 8-12 GPM 1" PIPE PREVENTER AFTER REGULATOR PER ALL LOCAL CODES. INSTALL MASTER VALVE DOWNSTREAM Of BACKFLOW (1) IN PLANTER AREAS, USE BOTTOM INLET ONLY. 13-20 GPM 1 1/4- PIPE DEVICE AND WIRE TO CONTROLLER. FINAL LOCATION OF BACKFLOW DEVICE TO BE APPROVED IN THE FIELD TRACT NO* 16147 21-28 GPM 1 1/2- PIPE FLOW VALVE BY THE OWNER. WHERE POSSIBLE, CONTRACTOR TO SCREEN BACKFLOW DEVICE WITH SHRUBS. MAXIMUM 29-45 GPM 2* PIPE (arm) 8ZE FLOW FOR POC IS 29 GPM. POC ELEVATION IS 1536'. WATER SERVED BY HGL ZONE 4. STATIC 46-65 GPM 2 1/2* PIPE PRESSURE AT POC IS 140 PSI. SERVICE AREA HIGH POINT IS 1536'. SERVICE AREA LOW POINT IS 1530'. STREET IMPROVEMENT PLANS 66-100 GPM 3" PIPE 101-180 GPM 4* PIPE LIVID IRRIGATION PLAN APPROVIED my- DATE- N CrrY ENGINEER bull ()r'lAP-Alf*� 2453 -N DESIGN PLAN PREPARED ft .10. 4"*met%. AW"W 410 DA_TOLL FWE Tr NOW*. CA NM E gnalure vv t-WO-227-2WO DROM (We) 4.02. AT LAW 7W DAYS (OW 380-40M Q te IV, 1111prow YOJ on Ty e-wm* so oe k*wmt 0 20' 40' W omm""Ima XJW cr wimm arm CHECKED kW//' "We-mmol' No. It.LJL NO #M_ I DA7E FLE NO L PRolim sim7 No. 77 of P SCHEDULE 2 SCH H SL4 2 S S 1/2 S SL 3 _ S EM 4 SLEEVE 6 SLEEVE a SLEEVE 1 On SLED FFI" Van 3 STA T CON7R t I F 1 3-20 1 2 1_28 1 29_45 1 64�1 65 1 6 00 1 0 1_180 I F, tree upiek ill g TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS 4• LAYER OF MULCH W-POP SHRUB MEAD BODY SET TO SCH 40 PVC MALE ADAPTOR MULCH TD TAPER AWAY FROM HEAD 1/4- ABOVE FINISH GRADE _T /� MULCH SCH 60 PVC UNION "HECTORS OR ETCHED VALVE BOX ! COVER: FINISH GRADE ROUND PLASM VALVE BOX BRASS OR PVC NIPPLE ELECTRIC CONTROL VALVE AT OWE IN LAWN AREAS ETCHED *OC" (CARSON OR EQUAL) S�� � HARDSCAPING COVER ETCHED 'IRRIGATION GATE' - (CARSON OR EQUAL) PLASTIC VALVE SHRUB MARKED *IRRIGATION RCV• AND GROU DCG OVERADE R AREAS _1111" MIN. A (CARSON OR EQUAL) 11 B" MAX. t i•f FINISH GRADE ETCHED WITH CONTROLLER FINISH GRADE AND VALVE SEQUENCE � • MIN, FINISH GRADE -T 7 •�".:a:::w , 1�f ALL VALVE - 1 1/2" OR SMALLER WITH - - I- 3 STAINLESS STEEL HANDLE7 SIDEWALK 33 0W OUJIM T ivRESILIENT WEDGE - 2" OR LARGER WITH MOISTURE TE VALVE 2" OPERATING NUT SENSOR {SUR VURPLALVE EPDXY COATED ••• RUBBER CAP I - iN REO IU RED STAINLESS STEEL _ VOLVE SCREW CLAMP 3- PIG TAIL EXPANSION MINIMUM PLACES LOOP (MIN. 24" LONG) BRASS ANGLE 3[4' WASHED 3• 3• FLOWCRUSHED VALVE W UNION • {. AGGREGATE SASE4" WASHEDA� •Ay:': �. �. TL CR .-o:T' CRUSHED AGGREGATE ... i SCH 40 BRASS NIPPLE _I 1, - - - ado"• b 'D'a SCH 40 BRASS NIPPLE MARLE)f ISO' STREET ELL SSC SREPWC ELL II{ SCH 80 PVC NIPPLE 24- LONG - o o-� -PRESSURE II CONTROL ! COMMON WIRES LATERAL FITTING MANREX 60' STREET ELL '0 NON-PRESSURE LATERAL LINE (2} NIPPLE PLACES - •Foo _' - TYPICAL =111=iTj� (TT-III=1T� SCH 40 BRASS Bd ELL ANTI-DRAIN VALVE AS REQUIRED 3 4- WASHED CRUSHED BRASS ��� SCH PVC NOTE: TE BASE SCH 40 PVC SXSXT TEE STREET ELL SCH 40 BRASS 6O' I. LOCATE MEAD r TD r FROM wALKs. CURBS. HARDSCAPING, maw STRIPS. MOTES: PRESSURE SUPPLY UNE PRESSURE SUPPLY STREET ELL ANO EDGES OF LAMIN. 1. PLACE AGGREGATE PRIM TC N13TAL.LATII'XV OF WLVE BOX. NOTES: LINE FITTING 2. USE TEFLON TAPE ON ALL WALE THREADS. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A MINIMUM OF 12* FROM STRUCTURES OR HARDSCAPNG. REBAR STANCE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. PRESSURE SUPPLY LINE 24• LONG) 3. INSTALL HEADS WITH INTERNAL CHECK VALVE IYNb PRESSURE 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. VALVE NUMBER. 5, ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. NOTE: 1. PLACE AGGREGATE PRIOR TO MSTNIATON OF VALVE BOX. CITY OF RANCHO CUCNU 4N�C�LI ? I► CITY OF WCHO CUC"ONGAA CAUFOMU arf OF R CRO CUC [ONG C 0MU CITU' OF RANCHO CUCAWONG C RKU ROVED HYD - __ .•. ROVED n. -. - - - _ - I PkGVE:.D HY, REMOTE CONTROL VALVE Yf7TH STANDAR]' PQM I - - - -. QI ;TANDAPD PLAN VALVE IF STANDARD PIAN RiTVEp to HI-POP SHRUB SPRAY VALVE QUICK COUPLING VALVE 1fI'i'KII3 VALVE 17ANDAPD PLAN 539 - 9 or BT n&Uer 518 SHUT-OFF VALVE & UNION 520 BOX - FOR NON-TURF ARM 635 RY EI�,tNEER ITY ENGINEER TY ENGINEER DAT USE WIN STANDARD SPEC'41CATONS FOR PUBLIC WORkS CONSTRUCTION DAT USE NIGH STANDARD SPLCWICATONS FOR PUBLIC IWWS CONSrRJ-^TION !IFFY 7 1 ITY DAT USE WITH STANDARD $PECIr,CATWtiS FOR PUBLIC WORKS CONSTRUCTION i E.E PEET I W 1 ,C E. SHEET l� l I Y ENGINEER DA USE WITH STAMDARO SPECtrK,ATONS FOR PWJC WDRKS CONSTRUCTON ru. fEEET l OF l Q 12" Shrub Hi-Pop Head B Ball Valve G Remote Control Electric Valve Quick Coupling Valve 24" STRONG BOX MODEL NO: BACKFLOW PREVENTER 30-24SS/120Y STAND ALONE CONTROLLER WITH ANTENNA STRONG BOX ENCLOSURE ASSEMBLY 4R.pW mss. MODEL: SBBC-45& NIPPLE _ TYPICAL 4669-U ANTENNA PORT (4) PLACES EPDXY FILLED LOCATED _ - OUTSIDE OF BOX. /4 Ism. INSTALLATION/LOCATI011 COAXIAL CABLE D CLOSM TO BE GROUNDED PER PER CITY AND CALSENSE 1 r PRESSURE REGULATOR LOCAL CODE GROUND ROD TO Mf REPRESENTATIVE. I. wHN7E SNE LEGEND INSTALLED INSIDE ENCLOSURE. ON I{I I CALSENSE CONTROLLER BLUE Nora CONTROLLER SIDE ,z MODEL NO. PER PLANS I,k r 6• THICK X 12• WADE CONCRETE PAD ((LENGTH VARIES INSTAL CALSER -� INSTALL PER SIZE/MANUFACTURER) TP 110 • DEEP INPC•O�NDBOX TE w/ RFD 'SNAP-STYE" WATERPROOF I BRASS WYE STRAINER• SLOPE TO DRAIN AT MINIMUM CONNECTOR OR EQUAL BLACK \ WITH 60 MESH o GRAD II I I 120 VOLT DUPLEX -► I MONEL SCREEN II I I CALSENSE HARNESS PIG TAIL EXPANSION I FINISH GRADE OUTLET (GFCI) QATION CC!/TROLLEII LOOP (MIN.24" LONG) • UNION MIN. ii i i w-r X 3'-r X r CONCRETE F INar>r L A MINIMUM OF 1rA1E1IPRO0F ALL EOU REO OR , TALNEN -1 ( WI PER STD. . # I > 3 ABCNE GRADE AND SLOPE F t•' k *. ra NOP 1O DAWN AT WNIMIHA OF 7>W. A VALVE BOX ARSON OR MIRE CONNECTIONS r .►''' ? a LOCKING LID. PLACE AT GRADE IN �B TRANSIENT PROTECTION EQUAL) NTH ETCHING INTEGRATED 1k �:•... '7 :t I BOARD PIPE THROUGH FlE1D WIRES Hs BK e •�' I b 0011AION r WIRES G TAIL EXPANSION PTURF LANT BEDS AND 3" ABOVE IN DETAIL 520 CONCRETE PAD NIPPLE - TYPICAL FROM WATER SOURC 3• SCH LOOP (MIN 24" LONG) se (2 Pl M) IM � 90% COMPACTION m- ADAPTOR PVC MALE ICSCH 40 O CONDUIT (PERWLOCN, � BO' SWEEP ELL aw ( ) REQUIRED :�:: 111 TO POWER SIDE OF CABINEF {TIP.) 14 BLUE I _ - . • L.iA•prtnole. ENCLOSURE MOUNT WNRE3 METER . ; : •.,N } ► � no MASTER CONTROL Y FILLED LOCATED NE TO ITEMS PHOT ONLY IIfJC PNII - RER SECURITY : .; PHOTO ELECTRIC SWRCH FOR SECURITY SOX. NSTALUnON/LOCATXNd �; BLACK LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. AL CONCRETE THRUST BLOCK PLANS. ® 1. INSTALL COW IROTIER PER MFG. PRINTED BNISTRUCITONS AND PER LOCAL c � PER CCWD STANDARDS TYPICAL (4) ES CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR FLOW METER PRIOR TO CONSTRUCTION. M AS SAME PIPE AND RELATED FITTINGS SHALL BE PER ELECTRIC METER PER !oE S CUCAMONGA COUNTY WATER DISTRICT STANDARDS. CALSOW OONTRIMUI R MODEL. N0. Z WIL CONTROL E SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SIgE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO �R AN CONTROLI ER SEQUENCE OF REMOTE CONTROL VALVES. 0MAr AS FLOW MEIIER SIZE NOTES: CONSTRUCTION. RMALLATIDN STD. �. RUN ONE EXTRA WILE COLOR: ORANGE) TO FARTHEST RCV ON EACH 1. INSTALL PER LOCAL CODES. SECURITY LIGHT BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE MINIMUM DISTANCE DOWNSTREAM OF TIER REQUIRED PER MARE AT THE ENCLOSURE. UNwTERRUPTED PIPE (5x DIAMETER 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24• FROM ANY PLANS. FINISH STRUCTURES OR MARDSCAPING. GRADE Ir aN10tflED Rao 4. COMMON WIRE TO BE WHITE AND CONTROL WINE TO 6E RED IN CO!".3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. MAALL, BURDING, ETC.) II I I I I " OF FLOW METER SIZE) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. r ICN 40 CONDUIT 1 I ii S. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE rd�S$E ABF 1 t✓ FOR IECURRY LNRIT MIN. 4. ORIENT UNIT PARALLEL TO STREET. MIRING. 1 VOLT WIRE IN MW CONTROL VALVES. UNINTERPUPTLU, PIPE OUX DIAMETER A; '!P '•' M� WNDUTT (PER L.R. Dr1'M`` LJ•GOL4 OF FLOW METER SIZE 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE y �'� NOUN. CODE) 6. 0'W--P NTEAA PORT TO BE CONNECTED TO ON0" 'I' 'LrM RADIO ) 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF {`} ��'" OISIMILAR METALS AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE. 7. VALVE PER STD. 51a REQUIRED BEFORE BACKFLOW PREVENTER 7. ALL ELECTRICAL DEVICES SHALL 6E GROUNDED PER LOCAL CODE- WHENE �7.v X11 �•v/f� /f{� g l�77�� �`� /�����/�Q��� .ROVED B RANCHO O O� O NDARD PLAN 1 AR'fCIVEB HC OF RANCHO CUCAMONGA, _ �ST STANDARD PLAN COY OF RANCHO CUCAMONGA, CUMIMU PLAN C� OF RANCHO CUC�tONG Chi r0RNIA IiDAPD PLAN \ REDUCED PRESSURE CONTROLLER ENCLOSURE I Arm"It`' BY, CONTROLLER ASSEMBLY WED H` _jM CKFLOII PREVENTER 517 - 522 INSTALLATION - TYPE A 524 FLOW PETER INSTALLATION 516 RY ENGINEER DA USE WITH STANDARD SPECIFICATONS FOR PUBJC WORKS CONSMICTON ITY ENGINEER HAT USE WRH STANDARD SPECIFICATIONS FOR PUBLIC WOWS CONSTRVCTION CITY ENGINEER DAT USC WITH STANOARD SPEC1fiCATONS ►OR PUHUC WORKS CONSTRUCTION ITT EN1,INCEP DAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION .CF. iij- 7'IE'ET l t ,C E EIIEET 1 [R l RL,E. IUEICT l OF 1 L.E. IREET I or Back Flow Preventer Controller Enclosure G Controller N Master Valve/Flow Meter IF HAD �fiN ,ScE N lE 4, 'SNAP-FTE" WATERPROOF - -_ - CONNECTOR OR EQUAL WRE SERVICE LOOP WIRE POINTS 6- ADVE GRADE) N. RRIGATION [Point Vat"] WITH - CLEAN BACKFILL - SEE I - CLEAN BACKFILL - SEE LOCKING TOTOP ETCHED "S.B- 1. Low gallonage irrigation system. [20] 20 - - SPECS. FOR MATERIAL SPECS. FOR MATERIAL. OOX COMPACTION REQUIRED . -I I 9OX COMPACTION REQUIRED n 2. Automatic controller. [20] ZO T IN-PLD EIN LA" S ANTER BEDS 3. Designed to water plants by watering needs. [10] 10 I ! NON-PRESSURE LATERAL LINE: PROVIDE 6• MIN. OF SAND SCH.C40 SNAKE PIPE Ml I I( _ BEDDING AND SHADDING 4. SAN moteure Sensors. [10] 0 _ - . . . . . . . . . . . . . . . . . . . . . . . . . I - - 5. Rain sensors. [5] 5 DESCRIPTION OF REVISION DATE ( I STM PRESSURE SUPPLY CL. 315 SNAICE _ 6. Mlind sensors. [5] 5 -� PIPE IN TRENCH - 12• x GREEN PLASTIC METER CONTROL WIRE SLEEVE --I BOX. CARSON OR EQUAL I ( ( �• •�. •�• •�• -_ SIZE PER PLAN INSTALL 7. Sensitive to ,lope factors. [5] 5 CITY 4F RANCHO CUCAMONGA _ II-I II ADJACENT TIT PRESSURE - CONTROL WIRES - BINDLE - II � III _ SIE-I I NS INSTALL 15' O.C. AND �I 8 Reclaimed or recycled water. [S] 0 _ a Total Points Claimed: 65 TRACT NO* 16147 I � PRESSURE SUPPLY UNE II-I - -_ -_ - _ PRESSURE SUPPLY LINE - III-III'-I 111-111- SLEEVE - SIZE TWICE PROVIDE 6' MIN. OF SAND I I I-III DIAMETER OF PRESSURE -I BEDDING AND SHADDING FF I-T I � SUPPLY UNE [Minimum Points Required ��] STREET IMPROVEMENT PLANS NON-PRESSURE LATERAL UNE SLEEVE - SIZE TWICE MOTES: DIAMETER OF NON-PRESSURE LM D IRRIGATION DETAILS 1. ALL SL EEINES TO BE SCH 40 PVC. LATERAL UNE Nlo 24 VOLT WIRES. TAPED AND I. PIGTAIL MID LOOP OONTROL WIRE AT W C14 AMM IN DIRECTION. 2. EXTEND ALL SLEEVES 12• BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. BUNDLED AT 15 FT. INTERVALS g 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER 18' MIN, DEPTH 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. APPROVIED W. DATE: 3' AND LARGER 24• MIN. DEPTH 4, PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 2 CU. FT. PEA GRAVEL O � ry��,,, ` CRY ENOINEIER 24053 STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 1•�"• �' 7iQ STRUCTURAL SECTION). Z DESIGN! PLM PREPARED 6Y: CITY OF RANCHO CUCl ON% cammu CITY OF RANCHO CUCIIVONG CA�AU.�1OMIA 1 CITY OF RANCHO CUICAMONGA, CAI�OHNL �' � � PRWED VY, � . - STANDAPD PLAN PPRDVED HY. _- -_ - STANDARD PLAN PPROVED BS, S'ALJARD PLANDIAL TOLL FFFE ■■ BHwMd•, CA TYPICAL TRENCHING TYPICAL SLEEVING � 533 24 VOLT SPLICE BOX � I nQt Fe >5 � 1-800-227-2600 DRAWN COW 300-0700 SHEET [TY ENG - r•EER ITT ENGINEER 532 540 O� AT LOW Two FM LOW HM-•4M [TY YBE WITH STANDARD SPECInCATONS FOR PUBLIC WORKS ODNSTRUCTON SHEET 1 Q I CE, DAT USE WITH STANDARD SPEDWICATONS FOR PU" WORKS OONSTRUCTION I7Y ENGINEER iN[ET I OF GE IMT USE WITH STANDARD SPECIFICATIONS FOR PUBJC WORKS CONSTRUCTION SHEET 1 or . Dote 0 O �'P N�dE YOU DIO rOF - MAW-. • - ,9 ( ;N- 3� woo"R01Bw SSINCE ALERT OF 9011"001 CAUPD elu CHECKED ' 14110 flow IIIA//....M-T+«/conllrerHH Trenching Sleeving Wire Splice � ��`f � R.,� ,� ' DRAWING NO 1 g J g Kn Mm 8/� FU ND 1 PROJECT SHEET NO��OF i L. . t I I I I ; I •; ; IF' , I I I , i I ! L ! I qi , I _ I _- �151 I 1 r I ti I 1 ....+. . -y- !'M _ - -• ..n .. ... .... .... .. _. _.. .....__ _._ 1'.t , n .. - 1 _ i 4 15 4 I r D • I 7 - - ,i 45 T SUMMI" , I a I , i I r + ! f , _, ':-I, r' - - --+._ al .t .. '.'i;.. :...' 1.:_ .- ...__ _..__. _ -- -] - -. ._..._t-__.-- —..-- ----- -- -- -1-- -- - ,,._ _.. =.. _. i,..:... - .fit.. _.._._-.__ _• __. ___,_. .A- " ._ i ; I _ _ . , rr . ...t• _ , . ..- f o- gYw.= -. .< .. w. i I y, `J imm low 1911J1 1�'I i �� !m _ _1� lowMRF OWN � /w �+{ ��' /!�€ �T � ' t am r 42 rs4 I 3 I . i ! / 2 I , / -•tfr�' i 1 ' PLANTING LEGEND �— W I I I _ I BOTANIC NAME COMMON NAME SIZE / SPACING DETAIL QUANTITIES 1 I LA6ER5TR0EMIA INDIGA 'MU51<06EE' Crape Myrtle 15 GAL. ® 20' O.G. 'A / F; 5HT L-6 10 11 I I w T-2 ■ 6VER6U5 GOGGiNEA Scarlet Oak 15 COAL. ® 25' O.G. 'A / F; 5HT L-6 2 XERISCAPE ASSESSMENT SYSTEM 5-1 ® HEMER06ALLI5 HYBRIDS Daylily I GAL. • 24" 0.0 'B / G'; 5HT L-6 43 POINTS LANDSCAPE [Point Value] CLAIMED 5-2 e PHORMIUM TENAX 'Tom Thumb' N.G.N. 5 GAL. ® 24" O.G 'B / G'; SHT L-6 48 1 . Water conserving plants. [20] 20 ® 5-3 NANDINA DOME5TIGA Heavenly Bamboo 5 COAL. ® 30" O.G. 'B / G'; 5HT L-6 64 2. Turf limited to 25% (45! residential). [20] 20 5-4 LANTANA 'Dwarf White' Lantana Gultivar 5 GAL. ® 4' O.G. 'B / G'; SHT L-6 8 5-5 TRAGHEL05PERMUM JA5MINOIDES Star Jasmine I COAL. • 24" O.G. 15 / G'; SHT L-6 52 3. Plants grouped by watering need. [10] 10 4. Hardscape (non—irrigated) surfaces. [10] 0 5-6 RAPHIOLEP15 INDIGA 'Springtime' N.G.N. 5 GAL. a 60.6. 'B / G'; SHT L-6 4 • 5. Permeable paving. [5] 5 5-1 Ab PARTHEN00155U5 TRIGUSPIDATA Boston Ivy 5 COAL. STAKED ® 15' O.G. 'B / G'; SHT L-6 15 6. Low—water turf varieties. [5] 5 5-5 O NANDINA DOME5TIGA 'Nana' N.G.N. 5 COAL. ® 24" O.G. 'B / G'; 5HT L-6 11 7. Mulch provided in non—ground cover areas. [5] 5 PLANTING LEGEND 8. Soil amendments. [5] 5 Total Points Claimed: 70 CRY TREES TREE SYMBOLDESCRIPTION OF REVISION DATE [Minimum Points Required: 60] ALL PLANTING AREAS TO RECIEVE 4" MIN. DEPTH WOOD MULCH. T - 1 CITY OF RANCHO CUCAMONGA MULCH TO BE CITRUS CH I PS (1" TO 21/2" SIZE CH I PS) OR EQUAL. 1 2 SEE PLANTING S P EC I F I CATI ONS, SHEET L-8 QUANTITY TRACT NO. 16147 AVAILABLE FROM: EARTHWORKS SOIL AMENDMENT5 51ZE PO BOX 77248 CORONA, CA 92877 STREET IMPROVEMENT P (909) 270-0086 / FAX (909) 270-0991 LMD PLANTING PLAN CONTRACTOR TO CENTER TREES IN MIDDLE OF PLANTER. TYPICAL FOR ALL TREES. CONTRACTOR TO COORDINATE PLACEMENT OF 5HRUB5/ 6ROUNDGOVER �,,,� APMOM ft - , ALL TREES WITH CiTY OF RANCHO CUCAMONGA. TREES TO BE 'Qca,C" ENWMM PLANTED IN 3' O R GREATER PLANTER AREAS ONLY. CONTRACTOR HRUB/ GROUNDGOVER SYMBOL {} r ��`� 1` Y,��, " PLAN PREP BY: MMEND �� TO VERIFY TREES DO NOT I NTERFER WITH UTILITY SUB. STRUCTURE. Nya , N» • S - 2 n CA 92M na ure — E 11~ 227-M (On �-0m � g 6 0 AT�TIIC DAY* - Fi p») c ate \P ..�ra,ao w ; A. ex Irse'ke".r* � OF QUANTITY 0 20� �� �' �'' I0.3!-� �Am a aeu"l ck,omu K�I4 iflll W//•vw-...,t.t/oe,tt,.e,a LA No WTW No. D wIM W PROJECT BHM W. of JQfNn i0 ACC `�CMLEE FLAT SIDE LOPa1RP 009PLESTOW 901111NA a NOTES_ tett 1 _ _a IN W&W. CONCRETE HE/IOE1t t. 11111111110wNURSERYliJYc£! T ) 4 I Sr7 ASE�/pLUMe AND 1/r 10 T J r ,� ) ti ^4. . 4 \ 3 EVAF MC WI �� LOC-A PH� • a P" DITY Sm. 04 �qg �/ N MWE�.ATH ODMLFSTONEE w E HAIJF of SPACING r WL coc ! DG,TE P9t PL" MNL nL OE�IIIF IR V` REOUIREM£NT 10K or COME U S L1HR OF PtJLIVTER ML'A -T tr Ali LAM AS TU L� �� OF lam m � C T� OF ROOTDAIJ.TO EX1'EMiD Y >S011Slllt OR Cu11M • .v:. . . � � . 7-t M� OR \ ADM FUSH GRADE ► W wx°ROM n+ % Pt9RM m �"� WTINT MCKFLL WITH NO ROCKS EiID OOProTrtoN N --.i r -_24-._..� r f MAN TRUW ON ((��_SETS of CINCH TES SPACED 21' GREATER THAN 3' DIAMETER. Waco, i� APART::2111111111110 1 , ATTACH wrtH "VANrZM �EW.t�, Mem t1r�Lc 3' ERM TwHTLY ADMPACTO w r SCREWS M t' LDOOE POUFS. MACE TO FORM WATERING &SBI.!Lm ;• /� MTFi PlltSINAME ST�N� ::;..;:.:: - �1 OttetSS:TDNE 4COTMRETE w/ CtA7s NN GUARD IN TURF AHEM AND /RIGHT YARDS, r MIN. / 4' MNL IMO. �� t GLITTER app p� �- ARd�E Fw� EItiM 2' U f Y R rRl gM TIMES THE l�t�To wR7fH OF PLANT PIT F E�ROdT BALL AREA PLANTER - I � � PRIORS TO Ct1Y 4 / EPTANC - SEE NONE DETAL f/ NOTE: -- - IMDE�NV.K FOR END CONDITION l 1. ALL.SHRIM AND GROUND MTR TO K PLANTED AT EOUAIL - .,. •--I 714 AT R04T AMMM (TYP.) SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON r ANN. / 4' WX. W. PLANS: SEE LEGEND FOR SPACMG REOUIREMENTS. NpT�; r PCC MOW CURB PER CRY NTD. 534 UNDIS LIP90 NATIVE SOIL. I.CONN"Curt 209-19 R"N. 2. WHERE PLANTED ADJACENT TO WALLS, AMUCKS. CURB4 OR - NAflVE sv FRL WITH SRMK.AR LIMMATIONS. ALL SHRUBS AND GROUND COWER t ork WES. 1 arMAXW3177 "LL et RDCKS GREATER TWW OVL SHALL SE PLANTED AT ONE-HALF THE DESIGNATED SPACiMG GOte-Es*owes: MAK. 1111' - MK r IIRit ow/Illi 1w FROM SUCH LIMITS. SEE LEGEND FOR SPACING REOUIREMfENT3. S. e11AMRS V"LL HAVE 1/7 oABeDMFW aoeeLrs SNAIL NN,[s/s OOMWW w ALL SPACES tETWEEN STO O IHO L ISE RUFD WITH CLAS 'S' MOM. i PAIR CVAMr PAT1VE SOL UN0MT1JReED 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTTTiES �1. UINIIANGLE MATTED ROOTS NY LAOSEINNG ALL R00T3 AT MCE " 2-1/2 PWS SAMD. SOW PS FWLAW Cart OWCO TE. (W -DRY-PAW 6 KIONM 1. C T T1 I" OF PLOD T MATERIALS. ONLY,CILIANTMES INDICATED ON THE OF ROOT All- DO NOT CRACK ROOT BALL. S.$S iF �KI K KPRONTA IN THE CRY N�ECTOR. PRIOR To r- MM w0111( POSITIdi OF ALL ROCKS 10 E APPtlZHlD M THE M CITY StlPECfOR t. EQA MYLL tE SMOOMOCO. ROUNAND RM 01 OaleCTKXV t axR0.h600148 W L ALL COSSL�OFSTONEN AREAS.04L NNE rW CGIKRETE HF4W ASM EDGE AT PLATFWL S. NOCHStAPE SHOULD FOUOW 01110E WNHtt SLOPES "W AIM MMINTMM A 20 MM. AT ALL 7M MW 111E R0.W. CITY OF RNCRO CVytG��1w0N[, iC)J�my"mm aff OF UNCRO CtJ [®N Qy" CITE' Gly FTCHO C[TC ON C�+"ORNIA Crff OF RANCHO CUC ONq C� AMNIA P£DVED 1Y. DOUBLE STAKED TI`�r�,,..�._-�.. - STANPAPD PLAN PPRUVED 11Y. SHRUB AND GROUND COVER STANDARD PLAN PFRDVED 1Y. RDVED 1Y. RIVER WASHED GRANITE -. - 1 STANDARD PLAN SIANPARP PIAN 5 GAL - 24" BOX 502 SPACING 508 PLANTING 506 COBBLESTONES 542 ENGIATER )M RISE WITH STANDARD lPECiTiCAT1OKiS FOR ►USJC WOiUC; CONSTKJCtION T 1 1 ITY ErY+1NEER BAT USE WITH STANDARD S►ECI11CATtOHS FOR ►USM WORKS CONSTRUCTION ITY NGINEER DA USE WITH STANDARD S►ECIFICATK M FOR PUBIC WORKS CONSTRUCTION Dr,1NEEP MT USE WITk STANDAW SPECK-(CATIONS FOR P14". WORKS CONSTRUCTIONrTy f CE. SHEET 1 OF 1 C,E, SHEET 1 l GE >I£E1 OF 1 A Double Stake Tree Planting 8 Shrub/ Ground Cover Spacing C Shrub Planting D Cobblestone Walk R N10Ie11 DRAIN/UNDERlMlDUIID UTILITIES IDL KOOK V L PRATE MDOD CATS iSIIE -CLOSM Lm0>t 4' Of COMPACTED MIOOD CMP MULCH. o CLRDS(`APiNG CONCRETE HERDER. SIDEWALK UTILITY CURB t G SIDEWALK. ETC.) FMTSH GRADE I POLF S.L. RAZE 12' CURB AND CURER METER tG' - iq MMI. MIN. • t 1= I R oo ywr HEADER SIDEWALX 'd MASS 500-C-2500 QFH I DRryE S.L SHOVEL cur EDGE COMPACTED "'PR°"�" 6 PRIVATE YARD NATIVE SOIL CURB MIO GUTTER -' EWEWALL MMI. MMI. MIN. MIN. �j- - tl11DERWl10111110 STRUCTME p DATCH MSM PUM@t AlinODNC m IwADER PIMRER AREA 1MN"Dft R VAULT. MOM: 1. PRIORI TO ftWWSESAMPLE /THE rC� FOR APPROVAL.� � � "� �--�osooMros�D aw+rrE--S TRAIL SLO1. MW >P0CM SIVLL OOIMORM TO PL/VIE APPRMED BY THE CVY DSINW" 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND IN END L ALL TOM IN iNE RO.w. ARE KOJECT TO UNE.0F.S*4T INTO EDGES AT GROUND COYER AREAS. CRROV CRITERIA AS APPROVED F( TRAFFIC ENGINEER. ENGINEER. PLAN YIEW 3 MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. & AT ALL LDOAL REs1OEHruLAOWL REsroEHrM,L � RACE 1st `p 4. PLACE NO MULCH Wr"N A O' RADIUS OF THE CROWN OF A WOOM PLANT. PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. 4. MMVTAIN N POET FROM OENTiR OF TREE M EDGE OF ALL WIDEROROUND MQtNOTES: GR. n. N ADOMDR MAMTAIR 10' MM CENTER OF TREE M ALL UTLITY OWED WATER t SEWER LATERAL LINES. S. t. IK SINE*MEL K A IM NODD SELF-CLOM GTE 111E73 !INCL NOT R LOCATED ON PROPERTY LINES. 1b E APPROVED M ilw ILMi m MY". LL STREET TREYS ARF SUB.IECT TO INSPECTION AND ACCEPTMICE NY THE L IMTRMMLS 2#ALL E VIETT M BED GMAA OR APPROWD IDlarlL. 1110 MEERING 01N310N. i NL wRDIPNRE SMALL E DIPPED WLVM M METAL 7. STREET TREES SIMLL N RANTED AND STAMID NICCOilDRIG TO TIE CITY I L NL GATES SIMLL OPE?( OUT OF ARENAS OR TRAEs. SGNDNRD PLANT. QTY OF WCRO CUCAVONq& COMM CPI'Y OF RANCHO CUC M9N C,AI,i�tIRNIA CITY Off' RANCHO CUCAM21!G CAUTORNU £DYED 1Y, 1 RD U lY.. K`DVEU 1Y. _. STANDARD PLAN STANDARD PLAN COMMUNITY TRAIL: STANDARD PLAN MULCH INSTALLATION 509 TREE PLACE 601 PRIVATB PARKWAY SINGLE GATS 1008 [LEIIELTI � 1 or ITY ENG( ER DRAT USF WITH f1ANOARO SPECIFICATIONS FOR ►UBUC WORK" �NSTRUCTN)♦1 LE. DAT nE WITH STANDARD SPEPFICATH M FOR ►UkIC WORKS CONSTRUCTION i1 T 1 I IT ONGINEER BAT USE WITH STANDARD SPLCWICATKNNS FOR PUBLIC WORKS CONSTRUCTION igaw SIFT 1 OF 1 TTY [KIR I E Mulch E Tree Placement ,� - H Equestrian Access Gate PLANTING N TES: PLANTING NOTES .1C0N'S): (For Reference ONLY - See Civil Engineer Plan) 1. GENERAL - CONTRACTOR SHALL NOTIFY THE CiTY AND LANDSCAPE ARCHITECT OF SiTE S. 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. Z. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, CONCRETE HEADER - 1/2' RADIUS FlN PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 10. THE FOLLOWING SOiL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL EXPOSED EDGES ANDTSH PER PLAN AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST 1" IN FAWN INSTALL AT GRADE LEVEL AT SWALE SINGS) 3. CONTRACTOR SHALL FAMILIARIZE HiMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS r opt e• PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. NOTE FINISH GRADE DESCRIPTION REVISION DATE CITY REPAIR/REPLACE, AT NO COST TO THE CiTY, ANY DAMAGE OF SAID UNDERGROUND11 APPROVED: FACILITIES. 4 C.Y. NITROGEN STABILIZED SAWDUST I - `� _ O G..R 120 LBS. GYPSUM Ili= CITY OF RANCHO CUCAMONGA 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUCTION WITH THE 125 LBS. GRO-POWER INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, I I-_ FINAL GRADES HAVE , na ure TRACT N09 16147 BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND 11, LANDSCAPE AREAS SHALL RECEIVE 4" OF W000 CHIP MULCH UNDER ALL TREES AND -'I�� �uNL�Ess�oTHLEroRws�s�TRucTT�) � � 5 PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. SHRUBS, AND BLEND INTO EDGES AT GROUDCOVER AREAS, PURSUANT TO CITY -C-OZ �i STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE Date STREET IMPROVEMENT PLANS S. 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 r' (o �i-o? ,P ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL PURCHASE AND REPLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: �` BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. _ MOM: ovroE SCORE JOINTS AT 10•-0- O.C. AND 3/3- ExPANsroN OP CA�-�F LIVID RLANTING & CONSTRUCTION CONTRACTOR iS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY UPLAND, CA JOINTS AT 40'-0' O.C. / 2. UNCITY-MAINTAINED ED TURF AND DETAILSMo R A"AND ,. 6. DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT (909) 983-6713 PRNATELY-MAINTAINED AREAS. APPROVED f - � DATE- -CONTRACTOR � � �� S OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR REPLACEMENT 3. CONCRETE TO BE S20-C-2500 MIN. GTY Oi1t LICE 24Li53 X ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. CM OF RANCHO CUCWO!L% 'ORAL DESIGN PLAN PREPARED BY: ai4 t11eL#rn Arrwl• P£DVED BY. - _. .. - .STANDARD PLAN OL4L TOLL� 60 11 e.G S>w QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL CONCRETE HEADER � _ 7. QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED 534 ORAwN L'0') "'-0700 $MEET ITY EN.LTTE-ER BAT USE WITH STANDARD SPECIFICATIONS FOR ►UIR IC WORKS CONSTRUCTION AT LEAPT TWO DAY* - F&(SOS) 7eS-4071 PLANT SPACING REQUIRED. cc :SECT I aF I .E'd'!TDV DMO .-R»1k ww"mmtRIO 9101m AUR OF SDImIEI1N CAVORlM RHO(111i M4'//WW.a.»e/ • Planting Notes J Planting Notes (continued) x 6�X6� Concrete Mowcurb Dom. �,, �, R,� ' - 77;;�7- PROJECT SHEET NO. OF I I 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 (Notional 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 am controlled by the automatic controller I. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is.obvious!y inadequate, without bringing this to and shall be the maximum size which the controller door will allow. 2. Generally, piping tinder existing walks is done by jacking, boring, or the attention of the City of Rancho Cucamonga. This test shall be 1.01 DESCRIPTION 8. AN fittings shoes bear the manufacturer's name or trademark, material 5. Use 10" x 10-1/4" round box for all quick coupting valves installed hydraulic driving, but where any cutting or breaking of sidewalks accomplished before any ground cover in 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 Non-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 ifeads: 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 8, Standards: NI work and materials shoes comply with governing codes, safety 5. The chart shah be a block We or blueFrne ozatid print and a different with solvent-weld joints when installed in planting areas. 1. AN sprinkler heads shall be of the same size, type, and deliver the orders, standards, and regulations, and meet the minimum requirements of color shots be used to indicate the area of coverage for each station. some rote of precipitation with the diameter (or radius) of throw, 3. Refer to City Standard 120 "Trench Repoli when within City streets A. The entire irrigation system sholl 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 shah be pressure, and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven (7) days prior to any planting. edition. S. 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 At REQUIREMENTS mils. 3. Pipe shall be made from NSF approved, Type I, Grade II PVC 2. Spray heads shall have a screw adjustment. operation period. compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is A. Permits ab Fees: The Contractor shaft obtain and pay for any and oft 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines (and various assemblies) in such a 3.08 CLEAN-UP permits and all observations os 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. Ckon-up shah be made as each portion of work progresses. Refuse and excess dirt 8. Manufacturers Directions: Manufacturer's directions and detailed drowings D. Operation and Maintenance Manuois: 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.018), off 4. Meer nipples for all sprinkler heads shoes be the some size as the 2. Instar NO multiple aseeniblies in plastic lines• Provide each assembly shall be removed 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 some 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 2.018 of the Specifications. 5. AN 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. AN local, municipal and state lows, and ruks D. Bross 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 ib 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 area for mainline, latera lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by provisions shaft 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. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and of the City of Rancho Cucamongo. 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 off E. Copper Pipe and Fittings: Drawings and Irrigation Detail sheet required before final -te observation can occur. Specifications and Drawings shall take precedence.. major equipment. 5. On PVC to metal connections, the Contractor shall work the metol 1. Pipe: Type K, hard tempered. 2. A backboord shah be secured to the controller enclosure housing to connections first. Teflon tape or approved equal, shall be used on aN 3.10 SITE OBSERVATION SCHEDULE D. Explanation of Drawings- 2. In addition to the above mentioned maintenance manuals, provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC, and on off 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 oil 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 shoes be soldered with silver solder, 45% silver, 15% copper, 3. A 117 volt duplex box shall be prodded with on On/Off switch, and a pipe may be solvent welded. the time indicated: shall carefully investigate the structural and finished conditions rendered. 1671 zinc, 24% 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. Gate'Valves: properly phased. Drawings are generally diagrammatic and indicative of the work to be 1. AN lines shall have a minimum clearance of six (6) inches from each 2. Pressure supply line installation - 24 hours installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the fallowing 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 shaft 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. AN work called for on the Drawings by notes or detaNs such be supplied on this project. b. Bolt 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 specifications. C. Two 2 keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of misceNoneaus 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 manufacturers Instructions. Remote control valves shall 6. Pressure supply line and lateral line testing - 48 hours 3. The Contractor shah 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. AN miscellaneous irrigation equipment shoes be as specified or Drawings. 7. Coverage test - 48 hours obstructions, grade differences, or discrepancies in arca 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 Miming for Automatic Controller: S. 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 evidence that the Ci has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed detail. B. When observations have been conducted other than the City of Rancho I City of Rancho Cucamonga. In the event this notification is not City 9 Por 1. 120 volt power connection to the automatic controller shod be 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 . 11revision necessary. G. Quick CoupHnq Valves• observations were made. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shall check and verify 2. AN electrical work shall conform to local codes. ordinances, and union 1.03 SUBMITTALS 1. Quick coupling valves shall have a brass, two-piece body designed for oil size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without "As-Built" record drawings. The 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 Nat: care in handling, loading, unloading, and storing PVC pipe and fittings. NI H Remote Control Valves. without completing previously noted corrections• or without preporing the PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupting 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 he 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 eases specified name in the Drawings and Specifications. No of any point. Any section of pipe that hos 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 P g discarded, and If installed, shall be replaced with new piping. P e9 9 9 9 tY ( ) 1 substitution will be allowed without prior written approval by the eP P P 9• H. Backflow Prevention Units: locations. remote control valve in a separate valve box. City of Rancho Cucamonga. PART 1 LNERAL 1.05 SUBSTITl1T1ONS 1. Backflow prevention unit shag be of size and type Indicated on the C. Coordinate instaftation of sprinkler materials including pipe, so there shall be I. Flushing of System ' 2. Complete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting 1.01 Description work. Material list shall include the manufacturer, model number, A. if the Contractor wishes to substitute any equipment or mateilals for the with the Drawings. trees, shrubs, and ground covers. 1. After aN new sprinkler pipe tires and risers ore in place and and description of all materials and equipment to be used. Although equipment or materials Wed on the Drawings and Specifications, he may do connected, all necessary diversion work has been completed, and For concrete information refer to the Standard Specifications for Public Works manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at bockflow prevention units shall have a bronzed D. The Contractor shoal carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads, the control valves shall be Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to 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. Sections 4, 201, 303, and 400, as well as any other sections related to the installation, #100B or approved equalper and post installation of concrete work, materials, labor, and clean-up. The Item No. Description Manufacturer Model No. 1. Provide a statement indtcabrig the ,total for making the substitution. 302 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system Standard Specifications for Public Works Construction is available from. Use a separate sheet of paper for each item to be submitted. 3. N . I pressure main line piping between the point of connection and hos been accomplished to the complete satisfaction of the city of 1 Backflow 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 Cetserl" ET1-24 -DR charts for each item to be substituted. material type and installation procedures prior to start of J Sprinkler Heads: las Angeles, CA 90034 construction. Submit shop drawing for approval. 1. Prior to installation, the Contractor shall size stake out all pressure (310) 202-7775 3 Master Valve Supe-ior 3100 RCV 3, Provide the amount of cost savings 9 the substituted item is supply lines, routing and location of sprinkler heads. 1 Install the sprinkler heads as deslgnated on the Drawings. Sprinkler approved. 1. 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 shah be approved by the City of Rancho Cucamonga prior B. The of Rancho Cucamonga shall have the sok onsib' in act to installation. to those itemized. Furnish and install aft concrete work complete as indicated on the draw!, or as City omongo ►'esP � � �9 1. Swing check valves 2" and smarter shall be 200 pound W.O.G. bronze �P 9s Irrigation submittal must be specific and complete. AN items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition, neoprene, or rubber disc 2 Spacing of heads shall riot exceed the maximum indicated on the specified, including, but not limited to the following: Wed and should include solvent, rimer, wire, connectors, valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51D, Class A. B. Water Supply' p P Drawings. M no tax shall the spacing exceed the maximum A. Furnish and set all reinforcing boxes, etc. No copies of manufacturer's literature (catalog cuts) ore Type IV. 1. The an shall be connected to water supply i recommended by the manufacturer. g steel, baits, and anchors. required as submittal information. 1.06 GUARANTEE Wrigati syste►n pply po'nt(s) of 2. Anti-drain valves shall be ofvY virgin PVC construction with 3.04 TEMPORARY REPAIRS connection as indicated on the Drawings. 8. Install all items required by other trades which are to be cost into concrete. � duty >'9 3. Equipment or materials Installed or furnished without prior approval A. The guarantee for the moo+ system a" be made in accordance with the F.I.P. thread inlet and outlet. Internal parts shall be stainless steel of the Ci of Rancho Cucamonga m be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of 2. Connections shall be made at the approximate bcation(s) shown on C. Concrete mow strips, footle for walls, fencing, posts, benches, etc., where City g may f PP ry and neoprene. Anti-drain valve shall be field adjustable against The City reserves the right to make temporary repairs as necessary to keep the � g' 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 drowout from 5 to 40 feet of head. Anti-drain valve shall be similor to the Drawings. The Contractor is responsible for minor changes caused by actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the applicable. expense, irrigation system. the Volcon "ADV" or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of the 1.03 Protection App any item, alternative or substitute indicates on that the B. A of the Guarantee form shall be included in the ons and J. Control Wiring: C. Electrical Supply: guarantee as herein specified. 4, Approval of only copy operon g NI finished concrete work shah be barricaded to 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 imediatey after concrete finishing. Contractor shall furnish. Drawings and Specifications on the basis of the information or 1. Except as noted otherwise, connections between the automatic 1. Electrical connections for any and all automatic controllers shall be place and remove oil of his own barricades. Contractor shall be responsible for any samples submitted. C. The guarantee form sholl be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be mode with direct made to electrical point(s) of connection as indicated on the Where s necessary Contractor it ito excavate adjacent to existing trees, the Conttor shalt 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 Ci 5. Manufacturers warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW possible care to avoid 'injury u trees and tree roots. Excavation in oleo) where two ti` labilityunder the guarantee. Such warranties shall on GUARANT=EE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be mode at the approximate location(s) shown on lar inch and larger roots occur shall be done f hand. All roots two (2) inches and 1.04 Clean-up q y larger in diameter, except directly in the path of pipe or conduit, stroll 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 Upon completion of d 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 hove 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 B. RECORD DRAWINGS: free from defects in materials and workmanship, and the work has been completed in valve manufacturer's specifications and wire chart. In no case shall drying. Where i ter, the wall of the trench ditching machine is run closeod'adjacent to the tree shall be hand to trees having roots smaller than two shall be left in a clean, neat condition acceptable to the City. accordance with the Drawings and Specifications, ordinary wear and tear, unusual wire size be less than #14. 3.03 INSTALLATION 2 inches in diameter, I trimmed, making clean cuts through. Roots one (1) inch and larger 1. The Contractor shah provide and keep up-to-date a complete record abuse, or neglect excepted. We agree to repair or replace any defects in material or t diameter shall set of bluerne ozolid prints which shall be corrected daily, showing workmanship which may develop during the period of one year from date of 2. Miring shall occupy the some trench and shall be installed along the A Trenching: be painted with two coots 0f Tree Soot, or equal. Trenches adjacent to tree should be '�° closed within twenty-four (24) hours; and where this is not possible, the side of the F � every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or some route as pressure supply or lateral Intrench adjacent to the tree stroll be kept shaded with burlap or canvas. es wherever possible. A� %. AL L.�1,p� exact installed locations, sizes, and kinds of equipment. Prints for 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 purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time, as determined by the City, after 3. Where more than one (1) wire is placed in a trench, the wiring shod trench. Lay pipe to an even grade. Trenching excavation shall follow 3.06 FIELD QUALITY CONTROL y 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. a ir L TOLL f�EE as a record set. replacements within a reasonable time after receipt of written notice from the City, we - P-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 is us- 2. The Contractor shoN make neat and kgibte 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 at each irrigation lines installed under paving or hardscaping. 1. The Contractor shall flush olid adjust all sprinkler heads for •Qts OZ� s!�E DAYS drawing progress sheets daily as the work proceeds, showing the splice connection at each electric control valve, so that in cox of YOU Dn work as actual installed. For example, should a may g optimum performance and to prevent oversproy onto walks, '10-511-0 ly piece of equipment PROJECT: BASE �E ROAD ��� repair, the valve bonnet m be brought to the surface without 3. Provide for o minimum of twenty-four (24) inches cover for all .'jam3�� „�a „�,�„ 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. roadways, and buildings as much as possible. �` LOCATION: SOUTHWEST CORNER OF SUMMIT AVE. AND ETIWANDA AVE. in trench without stress or stretching wire conductors. must indicate that equipment hos been relocated in o graphic g 2. Kit is determined that adjustments In the irrigation equipment well - - } i manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen (18 inches cover for all pressure provide proper and more adequate coverage, the Contractor shall --- -- --- -- --- ation d. The relocated equipment and dimensions will SIGNED: 5. AN splices shall be made with Scotch-Lok #3576 Connector Sealing supply lines of two and one half (2 1121 inches or smaller irrig le9en eq p make such adjustments prior to planting. Adjustments may also then be transferred to the original record drawing Ian at the proper Packs, Rainbird Snap-rite wire connectors., or approved equal. Make time g g 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 �n nozzle sizes and degrees of arc as required. lines. 3. Before the date of the final observation. the Contractor shaft transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control be all information from the "record drawing" prints to a is sir or valves 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 sprfn en heads by the Contractor shop h g P kP � PART - PIRODUCTS Rancho Cucamonga. wiring. accomplished within ten (t0) days after notification by the City. similor moor material. Arrangements shall be made through the city g for obtaining said sepia moor or similar moor material. NI work4. All sprinkler heads shall be set perpendicular to finished grades 2.01 MATERIALS K. Automatic Controller. 7. Refer to City Stondard 120 Trench Repair" when within City streets stroll be in waterproof India ink and applied to the moor by a unless otherwise designated on the Drawings. technical pen made expressly for use on myfar material. Such pen susceptible to traffic bads. shall be similar to those manufactured by Ropidograph, Kueffel do AI General-. Use only new mater of brands and types noted on drawings, 1. Automatic contro"s) shall be of size and type shown on the S. Rain Bird EFB-CP-PRS valves wiN be set per manufacturers Esser, or Faber Costell. The dimensions shall be made as to be easily specified herein, or approved equefs. Drawings. B. Backfilling: spectfication so that each lateral operates at design pressure. GTY readable even on the final controller chart (see Section C). The DESCRIPTION OF REVISION DATE original moor 'retard drawing' plan shall be submitted to the City of B. PVC Pressure loin Line Pipe and Fittings: 2. Final location of automatic controller(s) shah be approved by the Gly 1. The trenches shaft not be backfilled until all required tests aro 8. Testing of "glabon System: APPROVED: Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches shall be corefully backfilled with the excavated controller chart. 1. Pressure main Nine piping for sizes 2" and larger shall be PVC Class materials approved for backfilling, consisting of earth, loom, sandy 1. The Contractor stroll request the presence of the City of Rancho CITY 0 F 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 shaft dimension from two (2) permanent point 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 shaft be made from an NSF approved Type 1, Garde !, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test oil 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. prior to TRACT NO* 16147 a. Connection to existing water lines. 22-70, with on appropriate standard dimension (S.D.R.) (Solvent-weld Note: Testing passure main lines shah occur of b. Connection to existing electrical power. Pipe). 1. AN electric control valves shall be the same 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. Gott valves. _ the Drawings. Na foreign molter larger than one-half (1/2) incl, in size will be STREET IMPROVEMENT PLANS 3. pressure main line for sizes 1-1 2 and smaller shah be PVC permitted in the initial backfill. d. Routing of sprinkler pressure lines (dimension max. 100 fMAn9 / 3. All piping under paved areas shah be tested under hydrostolic along routing). Schedule 40 with solvent welded joints. 2. AN electric control valves shall have a manual flow adjustment. pressure of 150 pounds per square inch and proven watertight prior 3. Flooding of trenches will be permitted ally with approval of the city L M D IRRIGATION SPECIFICATIONS e. Sprinkler control valves, to paving. f. Routing of control wiring and locations of all splice boxes 4. Schedule 40 pier r d be mode from NSF approved Type 1, Geode 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. If settlement occurs and subsequent adjustments in valves 4. Sustain pressu, In Ines for not less than six (6) hours. If kala h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS j gyp°' develop, replace joints and repeat test until entire system is proven I. Other related equipment as directed by the City of Rancho 21-70. M. Control Valve Boxes- sprinkler heads, lawn, planting, or other construction are necessary, watertight. APPROVED Imo. DATE the Contractor shall make all required adjustments without cost to the0��, Cucamonga. Cit CITY �' 24953 5. PVC sohront-weld fittings shaft be Schedule 40, 11-1 NSF approved 1. Use 10' x 10-3/4' round box for all gate valves. Carron Industries y 5. All hydrostatic testa shaft be made only in the presence of the - conformin to ASTM test procedure D2466. 10-12B with green bolt-down cover or roved equal. Extension C. Trenching and Backfill Under 5. On or before the dote of the feral field observation, the Contractor g Pro 9 PP eQ General Contractor and the City of Rancho Cucamonga, No pipe shall I�1 PIAN PREPARED 91r: sleeve shall be PVC with minimum size of six 8 inches, gPaving- shah deliver the corrected anal completed sepias to the City of ( ) be backfilled until It has been observed, tested, and approved in ass � Rancho Cucamonga. Deli of the se ias will not relieve the 6. Salvent cement sial primer for PVC solvent-weld pipe abd fittings writing. _ • Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by 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 g ' aw.�.ie., a sasos7%r g that m be omitted from the prints. manufacturer. Corson Industries 1419-128 with green bolt-down cover or approved concrete will be installed, shall be backfilled with sand (o layer four 6, Furnish necessary force pump and all other test equipment. DRAWN tai �07°O SHEET may P equal. (4) inches below the pipe and six (6) inches above the pipe) and a compacted in layers to 95% compaction, using manual or mechanical F tom) -�� C. Controller Charts 7. NI PVC pipe must bear the following mokimgs: 7. When the irrigation system is completed, perform a cove, teat in YA .- "« 3. Use 8" diameter x 8-3/4" deep round plastic valve box for oN quick tomping devices. Trenches for piping shall be compacted to equal in FRA � of the compaction of the existing adjacent undisturbed soil and shall be the presence of the City of Rancho Cucamonga to determine if the Kiifl f101i "w"/�'""�^�/°°^� 1. As-bunts drowings shall be approved by the City of Rancho a. Manufacturer's name coupling valves. Carson Industries / 608-12 with green flex-lock P g 1 water coverage for planting areas is complete and adequate. Furnish CHECKED R.L.A. ND_ ORAWiNG N0. Cucamonga before controller charts arc prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush all materials and perform all work required to correct any TM a L C. Schedule or class DATE F1L.E NO I PROJECT SHEET NO. _ - 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: I horticulture practices and shall be of the size and caliper normally associated with the 2'01 Protection: horticulture size specified on plana. Removal of all togs, labels, nursery stakes and ties 1.01 Scope of Work- Keep all plant material delivered to site in a healthy condition for planting. from all plant material prohibited until the approval of the Landscape Architect or Ci A. Landscape Contractor is reeponsibfe for the erection of ON signs and barriers required Plants shall not be allowed to dry out. Bore root stock shall be separated and P P PP P ty' to prevent intrusion into the treated areas and to notify the public. Contractor shall provide ON materials, labor and equipment incidental to and heeled-in, in most earth or other suitable material until planting. Boiled and D. All plant material delivered to the site showing signs of damage or disease or is necessary for completing all work, as indicated on the drawings, as reasonably burlapped plants shall hove root boll covered with moist sawdust, wood chips or P g g ns g B. No material or methods shall affect the landscape planting or hydroseed germination. Implied, or as delineated in the S insufficient in size to carry out the intent of the planting plan will not accepted and will j y p Specifications as follows. other suitable material until planting. be replaced at Contractor's expense. No material or method shall render the job site unusable for more than 10 days from P P date of application. 1.02 Standards: 2.02 Installation: E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gation, 6.05 Non-Selective Herbicides: All work and materials shall comply with governing codes, safety orders, Detailed layout of plants within the planting areas shah be performed by 5-gotlon, 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 planting. but not over two (2) years. Non-selective contact herbicide and/or non-selective systemic herbicides (as Specifications For Public Works Construction (Green Book) latest edition, recommended by the Pest Control Advisor) Soil excavatedfrom planting holes shall be amended to backfill around trees and F. Substitutions - Substitutions for indicated plant material will be per. provided 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 Soft 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 Pest Control Advisor) Iron Sulfate 2 lbs/cy G. Plants Not Approved - Plants not approved are to be removed from site immediately B. Contractor shall provide the Landscape Architect and the City with a list of and replaced with suitable plants. The City reserves the right to reject entire tots of 6.07 Weed Eradication: Subcontractors and Material Suppliers expected to be employed during the course plants represented by defected samples. of construction. (To be used far bidding purposes only, verify with Agronomic Soils Teat.) If in the opinion of the Peat Control Advisor, perermial greases and weeds existing in the After backfilling, construct a 3" earthen berm to form watering basin around H. Stoke all trees, as per distalis immediately after planting to prevent wind damage planting areas will require control prior to removal, spray these areas per Pest Control C. Contractor shall obtain and keep in force Public Liability and Property each plant, to allow thorough water-in and establishment. Advisor's recommendations. Damage Insurance, during entire course of the Construction Contract. The 1. Plant trees that ore to be located in lawn or ground cover areas after finish grades amount of insurance shall be determined by City. are first established and allow at least 7 calendar days prior to installation of said Prior to installation of turf and ground cover, remove water basins from around A. Prior to the installation of the irrigation system remove and clear oil weeds and lawns or ground cover to provide for thorough watering of trees. All planting holes shall 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. be excavated as defined on appropriate details, deleterious materials from planting areas. Landscape Architect and City to give starting and completion dates. Contractor PART 3 - SOIL PREPARATION AND FINISH GRADING Allow herbicide to kill oil weeds. Rake or hoe off all dead weeds to a depth of 1" - 26 shall also supply the Landscape Architect and City with the name and telephone 4.03 Sal Amendments: below the surface of the soil. Physically remove all weeds from the site. number of the person in charge of the work. 3.01 Scope of Work: 1.04 Responsibilities and Coordination: Soil amendments shah be as rccammenQed in the Agronomic soils report A. Provide all materials and equipment, and perform all work necessary for and PART 7 - LANDSCAPE MAINTENANCE Incidental to the soil 4.04 Trees Stakes: A. Permits: The Contractor shall obtain and pay for all permits and preparation and finish grading of all planting and lawn 7.01 Scope of Work: i required by governing authorities for the work to be performed. seas as shown on plans, as reasonably implied, or as delineated in the Tree stakes shall be la ole inspections specifications. digs p pine tree stakes. See tree staking detail on pions for p�� all materials, labor and equipment necessary for, or incidental to, performing all further information. maintenance requirements as reasonably implied or as delineated in the specifications B. Existing Conditions The Contractor shall verify all conditions and dimensions shown on the plana at the site prior to commencement of any work under this required. Furnishing, placement and grading, of topsoil for bockfilling of plantersquired. If PART 5 - GROUND COVER AND BEDDING PLANT'S including, but not limited to the following: contract. The Contractor shall verify the location and depth of all underground Maintain all plants and planted areas. utilities prior to start of work. C. Cleaning and finish grading of planters areas and planting areas. 5.01 Scope of Work: Keep planted areas free of weeds and debris. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred 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: installing all ground cover and bedding plants, as shown on plans, as reasonably implied, Fertilized all plants and planted areas. him for the construction of the project. Temporary services shall be coordinatedor delineated in the specifications. Irrigation. with the City and other contractors on the job site. A. Existing on-site soils Rated as acceptable' under 'Site Grading' spectfication. Insecticide spraying. 5.02 Bedding Planta: D. Survey, Reference Points, and Elevations: The Contractor Is responsible for B. Topsoi'I imported to site for use as fill, backfill in planters and mounding, 7.02 Fertilizers: shall be sandy textured. Sitt plus cloy content of this soil shall be no greater Perennials and Annuals: Provide hes container grown plants from a recognized Fertilizers- establishing all surveys, reference pointe and elevations required by him, and itfiY g P o9 shown on plans for proper execution of site construction. than 15% by weight. The boron content of this soil shall be no greater than 1 nursery, and of the species and variety shown on plans. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 part 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 shall 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 21X nitrogen and 24X or governing authorities. for ano"is prior to use. Result of testing to be delivered to City for approval. be established and well rooted in flats or similar containers. sulfur and shall be registered as an agricultural miner, with the State Department of Soil test to include analysis and recommendations. Agriculture in compliance with Article 2 - "Fertilizer Materials, Section 1030 of the 1.05 Defective and Unauthorized Work: 5.04 Mulch: 9 3.03 Soil Amendments: Agricultural Code. All work which is determined by inspection to be defective in its construction or Mulch: Shaft be of compacted wood chip fiber. 7.03 General; deficient in any of the requirements of the plans and specifications, shall be AM sal amendments shelf be as specified in the Agronomic Suitability/Fertility remedied or removed, and replaced by the Contractor at his own expense in a soils report fumished by the Contractor 5.05 Coordination: Maintenance shall start immediately otter landscape irrigation and plant!, g. monner acceptable to the Landscape Architect and City. 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 1.06 Inspections: 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 AM 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 Londscape 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 representative. City and governing authorities, 24 hours prior to time of inspection, unless amendment work. B. Soil preparation and fine grading shall be completed and trees and shrubs installed otherwise noted. Inspections shall be as listed below, but not necessarily in prior to bedding plants and ground cover planting. A. Irrigation: Operate irrigation system on an established program to maintain ON plants this order. Only the inspection pertaining to the project scope of work will After rough grades hove been established, prepare all lawn and planting areas by 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 dometer 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 snit 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. removedof 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 ON soil amendments as recommended to a depth disturbance. Soil moisture shall be such that soil does not crumble when removing Plant Material (delivery k placement). of 6 Water area thoroughly after rototilling is complete. Incorporate evenly plants from container. B. Weed Control: Keep aft planted areas free of weeds and debris by cutttvating areas Substantial Completion Inspection (at completion of landscape Improvements) - into the top 4" to 6" the following for each 1,000 square feet of planting area: at intervals not to exceed 10 calendar days. 7 Days Regrode planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4 toyer of mulch material shall be spread over the entire planter The Contractor may elect to remove such concentrations of weeds manually or by an Final Inspection (otter maintenance period) - 7 days. 4 cubic yards of nRroRzed Redwood or Fir shoving or equal. 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 Preconstruction job conference with the Landscape shall accommodate the mulch) g J � C. Pest Control: Spray all plants and planted areas at beginning of maintenance Architect and Ci a minimum of seven 7 d prior to the beginning work. The above soil conditioning are minimal qualities only and should be used only City ( ) aye p g g program and as may become necessary thereafter by an approved method of pest for bidding purpose, because soil conditions may change drastically from the 5.07 Protection: control, to keep all plants and planted areas free of insects and disease. Method shall 1.07 Guaranties: time these specifications were developed to the time the actual soil conditioning be reviewed by the City prior to any applications. Pest Control shall include Gopher 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 control. A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn rote of one per every 25,000 square feet of planted area. These soil tests shall acceptance. shall be guaranteed from date of final acceptance of landscape construction for be conducted by an approved Agronomic soils testing laboratory approved by the g P D. Pruning: Prune all plants as designated and directed by Landscape Architect, at periods as follows: project Landscape Architect and City. Copies of the soil test to be provided PART 6 - WEED ABATEMENT during the Pre-construction job conference. start of maintenance program and continue to prune plants as directed or as may 6.01 Scope of Work: become necessary until the end of the maintenance program. Trow 24' box ! larger 1 year 05 Finish Gradin Trees 15 gal. Ac smaller 1 year J. g' Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as Provide all material, equipment, and labor necessary eceary to perform all work as indicated on Shrubs NI sizes 120 days necessary to achieve and overall even appearance. Exterminate gophers and moles; After ,.:,totillinq operations are complete, grade areas to establish finish grades plans, as reasonably implied, and as delineated in the specifications. Ground Cover 120 days Bedding Plant t 20 days for planting. NI flow lines shall be maintained and proper tolerances shall be repair damage. m Lawn (sod) 120 days et after settlement of the end of the project maintenance period. 6.02 Quality Assurance: PART 8 - ACCEPTANCE OF PROJECT 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 8.01 General: abrupt grade change. California as a Pest Control Operator and a Peet Control Advisor in addition to any Guarantees begin after the project acceptance by City and at the end of the subcontractor licenses that are required. 180-d maintenance nod. Landscape Contractor shall replace and ant all Upon completion of instaflation, a maintenance period of a minimum of 180 days for all 82 ..t 180-day Pe PPi 3.06 Coordination: B. Ail materials and methods must conform to Federal, State, and Local Regulations. 17MAT L TOLL FPEE materials which have died within the time span stated above, of no cost and landscaped areas is required prior to final acceptance of the work by the City. The 5 within 5 days from receiving written notice from the Landscape Architect or Ci Commencement date for the maintenance period shall commence upon written approval ~ o �r 0-227-2600 aY g P City. Weed abatement work shaft be coordinated with the installation of the irrigation 6.03 Submittal for all haws of planting installation b the Cit Public Works Inspector. Maintenance • If dead material is not replaced and planted within the 5 day period, City may P P 9 Y Y Pe �6Asrnr system rototilling and soil amendment worts, and planting. (See Weed Abatement period shall be adequate to verify I replace dead material with new material and charge the Landscape Contractor for section) Prior to the installation of any weed control materials, the Landscape Contractor shall P y pont characteristics and establishment. ate \Q. ���� oil expenses incurred. submit to the Landscape Architect/City a list of the weed control materials and quantitiesTf's��1 s>t 11!""I is alis Kee OF lan"M C&FMW 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 mode that affect the estobtishment period- The first after B. Construction Materials: The contractor shall guarantee all workmanship and all plantings have been completely installed in order to approve the beginning of the OF 1F g P site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the materials for all site development, for period of one year from date of final establishment period, and the second at the end of the establishment period. If - r.. - - - •- P P y 4.01 Scope of Work: Landscape Contractor and Landscape Architect and City data to demonstrate the are not acceptable at the end of the 180 d acceptance of project. compatibility of the weed control materials and methods with the intended planting and plantings P ay period, due to defective - --- - -- seed varieties resent. maintenance, then continue establishment until all work meets with the Specifications and 1.08 Material and Labor Releases: Provide oil material, equipment, and labor necessary to install all trees and P can be approved shrubs as shown on plans, as reasonably implied and as delineated in the Upon completion of the work, the Contractor shall present to the City, signed specifications. B. At termination of establishment period off plant materiel shall be live, healthy, copies of all labor and materials releases for all work performed under Site undamaged, and fret of infestotion. Inferibr plantings shall be replaced and brought to Development. 4.02 Products a satisfactory condition before final acceptance of work will be made. All areas shall be A. Nomenclature - Plant names indicated on the drawings conform the neatly raked and free of weeds. 1.09 Disposal and Clean-up: "Standard Plant Names' established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the Remove aft waste materials (including excavated material classified as nursery is followed. unacceptable soil material), trash and debris generated or encountered during the B. Condition - Plarrts shall be symmetrical, typical for variety and species, course of landscape construction, and legally dispose of it. During the course of sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and the work, remove surplus materials from the site and leave premises in a neat shall have healthy, normal root systems, well-filling their container, buy not to DESCRIPTION OF REVISION DATE APPROWED and clean condition. Clean up and remove all remaining debris and surplus materials upon completion of work, Waving the premises neat and clean. The the point of being root bound. Plants shall not be pruned at anytime, and in site shall be cleaned upon the request of the inspector. no case shall trees be topped. CITY OF RANCHO C U CAM 0 N CA � f 1 STREPl C; 'o"VLM&T" R PLANS LMD PLANTING SPECIFICATIONS n o� d1111M. :4 IDII3 PLAN PREPARED BY: sr«Me.. CA 02M S DRAWN Oso) 3110-0m SHEEr Y+t F. A .,gar .... �•� OF CHECKED /400 iNfl . //•••.a. / +• DRAMRNG N0. R.L.A. No-AM- _1� o� -- Tr DATE 814M2 I" NO - - PROJECT SHEET NO. CW -- .-