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HomeMy WebLinkAbout1729-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS WL HOMES LLC JOHN LAING HOMES INLAND DIVISION BASE LINE ROAD STREETSCAPE 107'37 LAUREL STREET, SUITE 280 RANCHO CUCAMONGA, CA 91730 TRACT 15947 & 15948 (909) 481-7700 BETWEEN ETIWANDA AVENUE & VICTORIA PARK LANE LANDSCAPE MAINTENANCE DISTRICT2 N0 . VICINITY MAP GENERAL NOTES SHEET NADEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. Z 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CiTY ENGINEER PRiOR TO COMMENCING ANY WORK. -J W 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CiTY STANDARDS AND THE CURRENT STANDARD / Q SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-1 Y 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY TITLE SHEET < 0 Q DAMAGE INSURANCE AS REQUIRED BY LAW. L-2 CONSTRUC77ON PLAN a- Z 5• CHECK FOR EXISTING UTILITY LOCATIONS PRiOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT Q 1- 15 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-3 IPLAN C3 6• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CRY POSPECTOR, /SVD ALL L-4 FRECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. DETAH—S O 7• WALL F001iNGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS ~ L-5 PLANTING PLAN HAVE BEEN APPROVED BY THE CITY ENGINEER. _U BASE LINE R D 8. SLOPES MI EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-6 PLANTING DETAILS WIDE FLAT AREA AT THE TOE OF SLOPE. SITE $• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PER10D SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-7 ISPEC19CA T10AfS - ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID- MAINTENANCE SHALL L-8 PLANTING SPECIFICATIONS CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR. OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10• APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 750 - 438 - 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WiDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WiDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED G.C. AND ANY PRNATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS T BENEATH 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 MAP 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: • PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. CONSULTANTS • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED M THE CiTY INSPECTOR. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CIWL ENG►NEER LANDSCAPE ARCHITECT LANDSCAPE MAffinENANCE KWC ENGINEERS, INC. COMMUNITY WORKS RESPONSIBILITY AREA 1269 W. POMONA RD. DESIGN GROUP i i I I SUITE 104 4649 BROCKTON AVENUE CORONA, CA 91720 RIVERSIDE, CA 92506 --- ----- - e►" — — (IX-SD) — , (909) 734-2130 (909) 369 -0700 . _ Ror. ' 1 r �J LANDSCAPE QUANTITIES DHIEVISED EATS Ifsj4 (O FVR trM-vA'[M MO.C. loet0CAT1&4 : it Ue TO VReSSUKE PROMEMS Ar APPRoWD L CA-nmi -CiJbh 10-trei * BASE LINE ROAD O O IIL TOTAL LANDSCAPE AREA 29715 *+-10 — I A — 1 1 TOTAL LANDSCAPE AREA (N_i.C. 4' WALK) 24594 QTY DESCRIPTION OF REVISION DATE I I TOTAL LANDSCAPE ACRES .56 ACRES CITY OF RANCHO CUCAMONGA PLANTING AREA 14661 S.F. p l p STRECOBBLEROCK 6958 S.F. TITLE SHEET CONCRETE WALK (BEYOND 49 1282 S.F. BASE LINE ROAD STR E06CAPE U TOTAL HARDSCAPE AREA 8240 S.F. SOUTH SIDE OF BASE LINE RD. BETWEEN ETIWANDA AVE. AND VICTORIA PARK LANE I TRACT 15947 do 1594$ HARDSCAPE PERCENTAGE 33.57o NPROVED W. - a: QTY ENGROM M. 24M 1 STREET TREES 49 �, lk� ��/ ` I _I Pw lumommENM MAGNOLIA GRAND/FLORA 34 WK a I@= r gna ur H5 OWN " 3M-0700 SHEET QUERCUS COCCINEA 3 - o ft(ON) 30-4= Date O-Waft mAd NORTHN.T.S PINUS CANARIENSIS 12 �; ° �u 1 _of F Rc.E. No aawnrc No. °� c�►�` coo ME No 172.9-L oil PROXCT SHEET No. of 1 1 i 1 1 OG' -(G 1 114' r al, 4' 6 12r 75' 1 e' 9' 6 lei, y G1• �G 1� G °� GO ,� ,�,qq� 4 �./ f3O4"/ 2 ,• 3a / �� 24•/ 3p•/ 7 2 11' y' �G • 30" Z4"/ 31r/ / 30•/ 44•/2 •/ 1 24 / 4• 30 r 1 'fAff Vol ---_ - 36 • 24. 0 1 Z 5r 24"0 1 36" 2 38"r 24• w 30" 30.• 3600 1 24• 2 24"r - - - - - - - - - - 24r � • 2 24 / • Irn 9r 3Q•r r r r r r 0 8 i 8 8 9 g 9 ; ca 80 9' 8' 9t 8' 9' 8' 19'. g' 8 8 9 8 9 8 9 1 11 9 r r w 1rn 8' 3e"/ IF 1 i m a' a' a' 8'--)"13'--+-15' 15' 1 V 15' 15' 15' 13' 7F I jrn ; r io 101' f 103' f 132' f 176' f 156' ZE —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- -----------------------------------------------------------_.__-L__...._------------------------------------------------------------------------------------------------------------ - -- 1 1 1 i POINT OF 2' GINNING 0 70' 24' 76' 61' 9' l 9' as' e1' 1 O 9 * 9 g �G / 9 'L s 6 �,/G G 30•/ 1 x•414"/ 2 2 24"r �'/ 1 • ILI 00 9 36"0 2 qj 15' 2 2 .38w/ - - - - - - - 2 r r30r f r2 g 10 g 10 g 9 8, 10 1 2 24 -- - w! - -- - - -- 3e"• 24"/ 2 i 1 8 13' 11' 12' 17 15 r 13 15' 15' 15' 15' 15' 15' 15' 19' 11' r 15' 15' 1 15' 15'qL 272' 148' 56' 135' O 0<0 v DESCRIPTION STANDARDS DETAIL 1 INSTALL COBBLE ROCK PAVING WITH ACCENT PER CITY OF RANCHO DETAIL 534 BOULDERS. BOULDER SIZE AS NOTED CUCAMONGA STANDARDS SHEET L-6 �a V 2 INSTALL 6" WIDE CONCRETE HEADER PER CITY OF RANCHO DETAIL 534 pa 44 �� CUCAMONGA STANDARDS SHEET L-6 a�oa My r DESCRIPTION OF REVISION DATE ,yam; 3 FIRE HYDRANT (TYPICAL) SEE CIVIL ENGINEER PLAN V CRY OF RANCHO CUCAMONGA L� ELECTRICAL PULLBOX (TYPICAL) SEE CIVIL ENGINEER'S PUN - : , r- —r s•—, +• r CONSTRUCTION PLAN �. .w. FROMMR. .w. UNESECTION B : B SECTION /s,, /so, UNE BASE LINE ROAD STRE CAPE SECTION SCALE: 1"=5'0' SECTION SCALE: 19=5'0* SOUTH SIDE OF BASE LINE RD. BETWEEN ETIWANDA AVE. AND VICTORIA PARK LANE TRACT 115947 do 15948 SEE SHEET L-5 FOR SECTION LOCATIONS - o p N CITY ENCN M RCE 24M �!,. �� � b� + PIAN er: R �r�oEn 00NMC I CA TO COO�VAT� AIN PLT CO! AHE OHM FOR GRAPHID �PRESENTATM OF - omaPREPARfn w 1 ACC EW BODU3e:9 WITH CITY OF RANCHO C r-, M rU► PLANTER AFEAS ONLY AM ARE NOT MRB C*D FOR USE N . V '� � DAL ta.t MIM ..w....rr Al... � wr.w., a ■aa WAIL I na u >5 }-e00-277-260Q tio.� aw-o,ao SHEET AT MW IMC DAMS rum p"JM- -} !FOIE Mal Do 0 ao' 4V w elf- vxm. low AM w same.m avr� ke//...*-Wowmww . omwm N0. IME NO H oo o►�rE � FLE NO 172 Q-L PROJECT SHM NO. OF P.O.C. INI`ORMATION SCHEDUJE4 METER SIZE 1 1/2- PIPE /2" 0 PIPE SIZING T WATER TYPE POTABLE 1 1-7 GPM E PRESSURE LOW 135 PSI FOR CURVY OKY. hWNLNE TO 8-12 GPM E PEAK DEMAND 37 GPM 1---mode --� 2�-GRt�---� - SOURCE ATCCWD WLAW1tOSSEL SILVA - -SSE Of SIDEWALK. 21-28 GPM 1E DATE INFO OBTAINED 12 ____29-45 GPM E1238 WFT. 3 4 77990Fr. 2 161d SOFFT. 46-65 GPM 2PE5 1677 90FT. 12 IM SOFT.66-100 GPM PEIm �•�•27 t5' is r 33 VT 101-180 GPM PE , 37 t5 f t51 29 t5 J ' 01b G _ G t 00 � 1� -----mom _- t.0.0 demo-_ demo--t---�mode--mode -_mode__-6�-----p�--�4- ,Ser-� f� f--- mode-- --ii- --.r-----mode--mode - -mode---� mode_- _..-.6 � � 1• 0 L . / t �" 1L/ I I G 1 W W M' ca 11 T �I U. Omode mode mode mode mode mode mode - MEN=X - mode mode mode _ - mode Z Iv►' I. I. I. . I• I• I• I' 1 mode- 1 _.. _. __. _ - ------- - .....-... _. .. _ _._.__..._. __. _ ..__ _ _. _ -_ __......... --mode mode mode _. __ ..-...._ .__ mode-- mode- mode-- --- -- � 1 1 J 99.94 F.S !Q CONTROLLER Nm_ TO1RACM -W ICON 41 11, pvel �iw6i * FLOW h . CON �1 6 70 SO.Fr. UN 90.FT. 7 IN 90Fr. 11 10 in SOFT. 1V INSTALL(2) 1` PVC. A MIN. OF IS" WVER 1,RE.D ro 8 9 MAINUMM.-roe I ?a >WE w NW 675 90FT. 1642 SOFT. ' 16 r 27 t5' 32 t5' 32 1.5' MAS- YM-VE AND Flow rMCTER lo�r.ATIoN. 14 r 36 is m *�.�_.._ __.__._- mode--._ .__._._-.____-.�._.�__mode_ -_ -mode--._ ....___��mode- ---�, c Q -- -mode mode ___ y..-_mode --�--- 1 A13 r� ilM. y. 9� G 9� �G L i 1 i 6• 6. G I , . 1 11 II , W4 1I if 1 Wwr - - - - - - - - - mode- - - - - - - - - - - - - - - - - - - - - - - - - - - - - �1 , �► N mode------- _ 1 1N � '• q '. mode - - - i ,• mode--mode- mode - mode,-- - �'",-_ mode--mode,_ _ _1 __ mode-- mode - _._ .. _ r _ ... .. mode ....................- - mode mode - mode __ -mode mode- __ mode-mode- - - mode- - -_ -- __.__.__.�__ _ mode- 1 � -..mode-�--mode--mode _.- Q ; tRRiGAT10N NOTES � � t 1 New water meter (size per plan), as required by CCWD, is required at all points of conrection. The contractor shalt make orrang ents and pay vfl costa for the Instatfation PRESSURE LOSS CALCULATIONS -� • of a new water meter. Contact the Cucamonga County Water District for costs and installation procedures. STA1I0N=0.1 FLOW:.36GPM corm PRESSURE REGULATOR (FALL OFF) 5.w PSI 5.00 Typclol 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, LOSS THRU 1.5' WATER METER ;.Me PSI 4.40 followed by a master valve. All equipment sized per plan. Install all equipment per city standards and specifications, manufacturers' recommendations and local codes. Actual LOSS THRU 1.5w BACKFLOW 1&.ow PSI IAA0 location of the equipment to be as directed on site by a representative of the City. LOSS THRU 1.5 MASTER VALVE JW PSI 1.00 LOSS THRU 1" FLOW METER 07V PSI azo Backflow prevention device shall be installed within a Strong Box ,SB) SBBC-45A aluminum enclosure, and shah be installed parallel to the street and screened with shrubs LOSS THRU 1.5" GATE VALVE wr'PSI 1.00 SPRINKLER LEGEND P �� P LOSS THRU 1.5" RCV VALVE 2-W PSI &70 whenever possible. LOSS THRU AW OF 2" MAIN 1150! 13.43 PSI s.-7y FLOW Imo) LOSS THRU 2W OF 2" LATERAL 3' ." PSI .03 SYMBOL MANUFACTURERNMODEL i NOZZLE RAD. M MAL NOTES This design is diagrammatic, all piping, valves, etc. shown within paved areas are for design clarification only and shaft be installed within planting areas whenever possible. LOSS THRU 6.5' OF 1.25' LATERAL .2T PSI .1y Q T H F an LOSS THR&Y OF 1" LATERAL ,3& PSI .11 Avoid any conflicts between the sprinkler system walls, street lights, sidewalks, utility lines and equipment, and architectural features. • SHRA hFPOP SPRAY HEADS LOSS THRU 8' OF .e LATERAL.-*' ,27 PSI .sZ Contractor shall verify all conditions and dimensions shown on plans at the site prior to commencement of an work. All discrepancies shalt be reported for direction LOSS THRUiff of .7 LATERAL .mss" ,W PSI ,7, a RAINBIRD 1812-SAM-PRS-6 Van 6' 30 Var 'A', Sheet 4 Y P P Y eP LOSS THRU1!!` OF .75� LATERAL .i� PSI ,�-7 immediately to the City. LOSS THRUYe OF .75 LATERAL 4T PSI . IS ® RAINBIRD 1812-SAM-PRS-8 Q/H/Van 6'-8' 30 0.26 0.52 Var 'A', Sheet 4 LOSS THRU ,8' OF .75" LATERAL .S•1 PSI ,17 LOSS THRU18'� OF .75" LATERAL .id• PSI 6 RAINBIRD 1812-SAM-PRS-10 Q/H/Van 9--10' 30 0.39 0.79 Var 'A', Sheet 4 The contractor shall familiarize himself / herself with all underground utilities, pipes and structures, and shaft take sole responsibility for the repair / replacement, at no cost LOSS THRU 9, OF .75" LATERAL .2Q PSI :os to the City, fo rany damage of said underground facilities. LOSS THRU 9 OF .75 LATERAL 4" PSI 4 oil RAINBIRD 1812-SAM-PRS-12 Q/H/Van 11 '-12' 30 0.65 1.30 Var 'A', Sheet 4 .09 LOSS THRU 9 OF .75" LATERAL .0Q PSI .04 Contractor shaft flush and adjust all sprinkler heads and valves for optimum coverage with minimal overspray onto walks, streets, wafts, etc. This shaft Include the selection and LOSS THRUJY OF .75 LATERAL At PSI .01 Installation of a pressure compensating nozzle screen (PCS) in all sprinkler heads at intiol construction. ELEVATION / Loss ++IrPsi .41. MISC. LOSS THRU FITTINGS (107) A*O PSI A.JA When vertical obstructions fir hydrants, street lights, trees, etc. interfere with the spray pattern of the sprinkler heads so as to t proper ca TOTAL SYSTEM LOSSES }�I'PSI 7.4 1 s, ( Y� 9h ) sP Y P sP Pry Prof coverage, the irrigation 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. PRESSURE REQUIRED AT HEAD 30-eo PSI 30.00 •a1 All adjustments shall be made at no additional cost to the City. PRE-SET REGULATED PRESSURE JO.& PSI W.00 rat EQUIPMENT LEGEND PUMP BOOST - PSI Install one (1) spare wire long the entire length of the mainline to the farthest remote control valve (RCV) on each branch. Pigtal each orange wire at the enclosure. Install RESIDUAL PRESSURE 15 4 PSI I'].S9 PSI SYMBOL MANUFACTURER/MODEL f SIZE DETAIL NOTES terminal strips in enclosure for irrigation wiring. Irrigation system is based upon a maximum of 3 Inches of water per week (turf) and 2 inches per week (groundcover / shrubs) applied for a hours a night/ 5 days a week 1MV D 1RRIt701171oN P.O.C. LOCAndd DUE Tb PRESsuRe 0 fRomzms AT APPIR&m> LOCA-nM. 9W cwDh. -'0-t,901 IRRIGATION WATER METER 1 1/2" PER CCWD between the hours of 9:OOp.m. to 5: OOa.m. Only one valve per controller shall operate at a time. © CALSENSE CONTROLLER MODEL ET1-16-DR, ANT-1, W/TP-1, TP-110 16 STATION 'F' Sheet 4 1 The system is designed for the maximum operating pressure as shown at each point of connection. The maximum demand of gaftons per minute Is as specified. The W SB-24-SS 12OV STRONG BOX irrigation contractor shall verify the available water pressure at the site prior to the start of installation. Any changes shall be brought to the attention of the City. 8 FEBCO 825-Y-A REDUCED PRESSURE BACKFLOW PREVENTER WITH 1 1/2" 'E' Sheet 4 SBBC-45 AL STRONG BOX ENCLOSURE Automatic controfter to be a Calsense ET1-16 (stations) - DR (Digital Radio) / TP-1. TP-110. and ANT-1 antenna port installed within a Strongbox (SB) 24ss/120 volt H NIBCO T-585-70-66 BALL VALVE UNE SIZE 'B' Sheet 4 controller/electrical enclosure. Mount the antenna port (epoxy-filled) on top of the enclosure per manufacturer specifications and attach coaxial cable. System shall be operational prior to the City's acceptance. Actual location of the enclosure to be as directed by a representative of the City. DESCRIPTION OF REVISION DATE tee: RAINBIRD EFB-CP-PRS-B SERIES ELECTRIC CONTROL VALVE 1 1/2" 'C' Sheet 4 The contractor shaft supply the conduit needed for the conductors and shaft be responsible for the power hook-up for the irrigation controller. Electrical conductors and meter CITY OF RANCHO CUCAMONGA ® SUPERIOR 3100 N/0 ELECTRIC MASTER VALVE 1 1/2" 'H' Sheet 4 to be provided by Southern California Edison. Coordinated and paid for by the Developer. Q RAINBIRD DNP QUICK COUPLER 3/4" 'D' Sheet 4 All sprinkler heads shall be set perpendicular to finish grade on the area to be Irrigated unless otherwise designated on the pians. IRRIGATION PLAN --mode--mode SCH 40 PVC IRRIGATION MAINLINE - 18" MIN. COVER PER PLAN 'I' Sheet 4 All pop-up type sprinkler heads installed shalt be instal1ed so that the top of the sprinkler head is 1/4" above finished grade. EASE LINE ROAD STREETISOCAPE SCH 40 PVC IRRIGATION LATERAL - 12" MIN. COVER PER PLAN 'I' Sheet 4 SCH 40 PVC SLEEVING CHART SOUTH SIDE OF BASE LINE RD. BETWEEN ETIWANDA AVE. AND VICTORIA PARK LANE SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 18" MIN. COVER SEE CHART 'J' Sheet 4 2 1 1/4- SLEEVE 1-4 WIRES 1/2" PIPE TRACT 15947 & 15948 1 1/2" SLEEVE 5-10 WIRES 3/4" PIPE W. - OM. NOT SHOWN UF RAIED NTROL WIRE, 12 GA COMMON, 14 GA PILOT 12/14 GA N/A 2" SLEEVE 11-20 WIRES 1" PIPEp��` ��.�w ---� N an oNG104me Ilei: 24M 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPEY s - b ® A WILKINS ISM SERIES PRESSURE REDUCING VALVE 1 1/2 E Sheet 4 3" SLEEVE 31-40 WIRES 1 1/2" PIPE oESM 4M fted4w_ FS VALSENSE FLOW METER MODEL FM-18 1" 'H' Sheet 4 4" SLEEVE 41_60 WIRES " 2N PIPE �� tS E DIAL 1rOLL� � wr.r.. a lam 6 SLEEVE 61 99 WIRES 2 1/2 /3 PIPE } - DIVOM s0" "'-°700 sll�r 13" SLEEVE 100+ WIRES 4" PIPE �'0 ",`�YW� 1. Contractor shall sleeve mainline and provide wire sleeves (per chart) where ever mainline posses or crosses any hardscope. o . ,. 01 2. Southern California Edison to supply meter and hookup to power source. Contractor to connect controller to power 10" SLEEVE N/A 6 PIPE Q , 4117 �` �,P. emp wll arm ael,d,mllle.,o,,,aM p1EC�D Ks►c1i1M1 �i�-+ ^�«^ �� N0. source (if source is the street lights verify that they are not on a timer). CAt-�� Np � No 7 C�- L r orae No PROXcr SHM No. of H-POP SHRUB HEAD BODY SET TO TO SPRINKLER - MOLE PIPE TO 1/4' ABOVE FINISH ORIADE SPECIFIED DEPTH WITH 45' ELLS 4' MULCH LAYER TAPER MULCH AWAY FROM HEAD SCH 40 PVC MICE ADAPTOR SCH 00 PVC UNION •+ RIOIJRID PLASTIC AgALVE BDX ! BRASS OR PVC NIPPLE CONNECTORS OM WM 33 DNP WrM PURP'LF ELECTRIC CONTROL VALVE RUBBER GAP - SUPPLY ONE KEY COVER ETCHED 'IRRIGATION CATE• PER 12 QLV'S INCLUDING HOSE (CARSON OR EQUAL) PLASM MARKED V��IGATTIIOXN RCV" SNIVELS' H RDSCA ING I! I I I I I I ti in FINMR GRADE (CARSON OR EQUAL --II ETCHED WITH CONTROLLER fNkSH OM140f - INSTALLNV NiDVALVE SEQUENCE �PLANTER BED ONLY 1lr IMAX11" FINISH GRADE � �--� =)I I L VALVE - 1 1/2- OR SMALLER WITH STAINLESS STEEL HANDLEMOISTU 1LIENT WEDGE - 2' OR LARGER WITH 111 111 I_I TE VALVE 2" OPERATING NUTS 1 1 1 -I IEPDXY COATED SENSOR WHERE SCH 40 BRASS RIPPLE Ir I _ VALVE •••• REQUIRED SCH 40 BRASS 90' ELL 3• PIG TAIL EXPANSION r LOOP (MIN. 24' LONG) SCH 40 BRASS 90' STREET ELL STAINLESS STEEL f �1 SCH 40 BRASS NIPPLE - SCREW CLAMP FLOW ( DR/LSS ANGLE 24• LONG MINIMUM (3) PLACES ` VALVE W/UNION o'p o.oS 3/4• WASHED SCH 80 PVC W STREET ELL N REBAR STAKE CRUSHED AGGREGATE 24LONG) SCH 40 PVC - ado-rr► � i`jP of �6 TLATERAL N7 STREET ELL 90' STREET ELL d SCM 80 PVC NIPPLE - •av o'oo. CONTROL � COMMON WIRES NGMARLEx 90' STREET ELL LATERAL LME SCH SO PVC NIPPLE TYPICAL (2) PLACES I � I I III-I I Mm-DRAIN VALVE AS REQUIRED 3/4• WASHED CRUSHED BRASS NIPPLE NIDTIE_ f04 40 PVC SXSXT TEE t. LOCATE HEAD r TO r FROM wMLKS. CURBS, lMROSCARNC. MOW STRIPS, !10113 AGGREGATE BASE PRESSURE SUPPLY LINE PRESSURE SUPPLY MND EDGES OF LAWN. 1. PUKE AGGREGATE PRIOR TO INSTALLATION OF 1NILVE BOX. NOTES: LINE FITTING 2. USE TEFLON TAPE ON ALL MICE THREADS. 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR MMRDSCAPING. 1. INSTALL CONTROL VALVES A MINMLIM OF Ir FROM STRUCTURES OR MARDSCAPING. PRESSURE SUPPLY LINE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE MID PRESSURE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. B. ATTS. ACH METAL VALVE IDENTIFICATIOGATE PRIOR TO N TAGWITH APPROPRIATE CONTROLLER NO OF VALVE BOX. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. VALVE NUMBER. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. Cif Ot RATMO CUC 0111 ,IA. CA�LUPOW-ft CPPV O/ RAN= CUCAMO?WA* CA�LIIPO IIA CPPV OF W=0 CUCA_MONGA, CAU "OHI�IIA CPPT or � y#= CCS ttlAk APPROVED BY, _--- -- -_ STAImARD Puw �APPROVED By. --- �,� �� ---- ffi-POP SHRUB SPRAY �9 - S" or smaller REMOTE CONTROL VALVE WITH �"""@'�"' Q CovPtaarc . AL gy"""m bia SHUT-OFF VALVE do UNION 520 bib CTT [fISIIIEE7! M IIS MIM STAMAM OPlCI11CAT!" ►oR Kwx ww" � CITY +�m M ME NIIII STAP MIo SPEMMATIDMi roll ROM WODIf OONIS MMI" M CM IDwncu M ME W M WAMDARO fId/k9ATOM roll PIIR�e 1111 D ODPETRIWnOM olM�ne M ME MRM STAIMA a/OPO MI MINIS PGR MW won commi"" SIQT 1 M I RLL 24953 SIQT 1 Or t Rcr. SHIM7 1 or 1 RLE 24953 saT 1 Or t 249'S,�_ 12" Shrub Hi-PopBall Valve C Remote Control Electric Valve [� OLAck Coupling Valve Head B 24' SraoNc �zMODEL GTAND ALONE CONTROLLER WITH ANTENNA BACKFLOW PREVETNTER URE ASSEMBLY MIODE1s FORT S- STRONG 8 C-�� NIPPLE - TYPICAL OXY FILLED LOCATED • ---------- --- (4) � Nldrt= NISI'ALLATIONAOCATKIN OUTSIDE OF BOX COAXIAL CABLE r 1 OICLOStAE to E p1A11Om PER PER CITY AND CALSENSE rt t MNfE I ;-------- '-�� I LOCAL CODE. GROUND ROD TO BE REPRESENTATIVE. j,;; MESSURE REGULATOR ICALSENSE MODEL WILKINS NIPPLE INSIDE ON I MODEL N0. PER PLANS �lE 1P 110 I 1 1 r THICK X u' WTO[ DEEP WP 'J BOX •EPDXY FILLED" EQUAL INSTALL CONOULETTE w/ RED CONNECTOR OR Eau AL BLACK CONCRETE PAD (LENGTH VARIES j BRASS WYE STRAINER PER SIZE/MANUFACTURER) FIINSH 120 VOLT DUPLEX �► CALSTNSE HARNESS Bim---W OOMT�IBR LOOP M EXPANSIONPIC TAIL 24LONG) WITH MESH SLOPE TO DRAIN AT MINIMUM GRADE II I I OUTLET (GEL) I MONEL SCREEN I 2% II I I I LNMdI FINISH GRADE N. i i I I r-9'x r-9'X M concRErF RESET TRANSIENT TP-1 WA AERP ROW ALL /p0t11C INSTALL A MNNMUMN OF PLASTIC VALVE BOX (CARSON Gt 3' AlO��E 2% MD SLOPE PROTECTION BOARD WIRE CONNECTIONS PVC SLEEVE rN I 'N y: TOP TO DRAM AT MINPAU1M OF XL EQUAL) WITH PLASTIC INTEGRATED sc ..i. REQUIRED FOR ?! Y 4 I TURF AREAS AND r ABOVE IN "C LOCK G LID. PLACE AT GRADE IN k }� ;t V$F 4 ,+ PIPE THROUGH . PLANT BED. CONCRETE PAD o WIE�CdfTR0L TURES N FROM CATER SOU N PLACES PPLE - TYPICAL MN a SCH.40 PVC CONDaJR. LAS AL 24LONG) x a�x COM(�IIIEMON) SCH 40 PVC MALE IM VOLT wIE M RI010 STEL B'SWEEP ELL 1 m - ADAPTOR >Q paw"CONOUIT (PER LOCAL ( ) � SLUE 0"EOMDPACTION 11-1 OF- • ENCLOSURE MOUNT IES MASTER CONTROL MErFx ►t. RL 1 LOCATED D PORT QOXr IIEQU otnY W[ATli01 - Rt7ISTANT Rl1FD LOCATED ou1sIDE DF BLACK VALVE UNE TO SYSTEMS PHOTO ELECTRIC SWITCH FOR SECU R!" BOX. INSTALLATION/LOCATION NOTES CONCRETE TFNRUST BLOB( ELBOW IIGHT PLANS AS REOl/MAI D PER ® PER CITY AND CALCENSE W. 1. CODES. LOCA ER PER MM BE APPROVED PRINTED FTFLD YB CTHOE SG AM MY LOCAL INSPECTOR � FLOW METER PER CCWD STANDARDS TYPICAL (4) PLACES PRIOR TO CONSTRUCTION. PIPE AND RELATED FTrnNas SWILL CIE PER IZ�Ac �� PER SCE ��� CLIGAM IPE COUNTY WATER DISTRICT STANDARDS. aftsum OOKTROLLER MODEL ND. L CONTROL WNIE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN OVARIVIR BASE:IN CONTRACTOR SMALL VERIFY WITH CCWD PRIOR TO CONTROLLER SEQUENCE OF REMOTE CONTROL VALVES AS FLOW METER SIZE NOTES: CONSTRUCTION. INSTALLATX7lN STD. 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH 1. INSTALL PER LOCAL CODES. 7EDONT BRANCH OF THE MAIIM FOR FUTURE USE. PIGTAIL EACH ORANGE L" REEWIRE AT THE ENCLOSURE MNMRE MUM DISTANCE DOWNSTREAM OF 2. EQUIPMENT TO BE INSTALLED AT A MINIUM OF 24' FROM ANYANYANS, OtnRED PEt FINISH UNINTERRUPTED PIPE (5X DIAMETER STRUCTURES OR MARDSCAPMIG. SDE Ir GIIDUNED ROD 4. COMMON WIRE Tb BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. OF FLOW METER SIZE) 3. WHEN UNIT IS NEXT TO A STRUCTURE (IL WALL. BUILDING, ETC.) 1I 1I MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SDE. F 9d1 40 fXJI I I I I B NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE MINIUM DISTANCE UPSTREAM OF FOR 9ECUNlTI' LIGHT MIN. CONTROL VALVES. UNINTERRUPTED PIPE (IDX DIAMETER 4. ORIENT P TO STREET. NRRNIC. 1 0 RIGID OF FLOW METER SIS 5. SCREEN UNIT WITH SHRUBS WHENEVER POS51BLE. UXAL 001 CODE) ( 9. ANT 1 ANTENNA PORT TO 9F CONNECTEDIGI TO DOTAL TRUNK RADIO 6. DI LETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 14 DIRT AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER DISIANLAR METALS. PRIOR TO ACCEPTANCE 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PRIEVENTER 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE ,IHEw MWNLIIE t5 3• OR LANCER. G!t't Ot �ANCRO CJI�"ORi�IA ClPY Ot BAN= CUCAWONGA. CAUTONNIA CPPt OW RA14=0 CUCMONQ#4 CAIMIM I CPPV OP =AI'tCNO CtTC1�1[Ol!ItIA. CAJ�!'OR��tIA - __-- - sTAMSARs RAM REDUCED PRESSURE I CONTROLLER ENCLOSURE -- _ APPROVED DY' CONTROLLER ASSEMBLY STANDARD RAM APP1mvEn �Y FWW METER INSTALLATION A►PRQVED 1K� STANDARD RAM APrROVED DY' STN'iiMD RAM HACKFLOIr PREVENTER bi? - B 522 INSTALLATION - TYPE A 524 bis QTY E1R;1ELR DATE ME MIM STAlO►MD 11PIO#R:ATR11Nt 10R PMUC MORIA!oOMIlTMR.'n0M U' 0461" R M ME MRM OTAIDAID/RIFlCATRIM! FOR PMX NORMS 00"117R/CMOM CITY [NEER M ME MM 11TA09"D !R'111CKMI0 roR IYR1C ROOM OM 11111 CTIOM Slim 1 OF 1 RcE A716DQR M M[ MM lGMpMD 1RC11ICAT1O11R IOTA PMLR waw OOM/TWlICT10R 3"M 1 CIT 1 RLN. 249,E DEFT 1 S 1 RLE 24953 SLEET t w t 24953 Back Flow Preventer Controller Enclosure G Controller f-f Master Valve/Flow Meter E F HAPDSCAPING(SEE NOTE 4) H I I I I F 'SWAP-TRE- WATERPROOF CONNECTOR OR EQUAL - WIRE SERVICE LOOP (LOOP XERISC,.APE ASSESSMENT SYSTEM ENOCLEAN NOCKFEL - SEE I �, I� BUNDLE LE ABOVEE TO GAN WIRE POINTS SPECS. FOR MATERIAL. I SPLICE Box COVER WITH II. IRRIGATION [Point Value] CLAIMED C4 I I 1i0% COMPACTION REQUIRED . p fM - SEE LOCKING TOP ETCHED S.8 SPECS. FOR MATERIAL. 1. Low 9allona" Irrfgation s*ern• [20] 20 90% COMPACTION REQUIRED BCH. 40NON-ESSUIRRE RPE IN_ LINE: AT GRADE M AREAS2. Automatic Controller. [20] 20 Ro TRENCHPROVIDE IN PLANTER BEDS _T GI � 3. Designed to water plants by watering needs. [10] 10 DESCRIPTION OF REVISION DATE cm PRESSURE SUPPLY LINE: IN SCH. 40/CL. 315 SNAKE 4. Sol moisture censors. [10] 0 RPE IN TRENCH _ _ :.: :.:.:.:.:.:.:.:.:.:. ' ' :.:.:.:.:. 1 - 5. Roan s.nsars [5] 5 CITY OF RANCHO C U CAM 0 N GA --I CONTROL WIRES - BUNDLE CONTROL WIRE SLEEVE 12 X tr GREEN PLASTIC METER 6. Wind sensors. [5] 5 AND TAPE AT 15' O.C. AND SIZE PER PLAN INSTALL BOLI. CARSON OR EQUAL INSTALL ADJACENT TO . . . - SUPPLY LIADJACENT IEo PRESSURE 7. Sensitive to slope factors 5] 5 PRESSURE SUPPLY LINE [ IRRIGATION DETAILS ( {_• •I I I I I I , I I I f 1� I I - - - PRESSURE SUPPLY LINE > , B. Reclaimed or recycled water. [5] 0 PROVDE B MIN. OF SAND SLEEVE - S' TWICETW, BASE LINE ROAD STREETSCAPE BEDDrrG AND SHADDING �- I LY UN PRd I NON-PRESSURE LATERAL PRESS RE J Total Points Claimed: 65 MP rT . [Mlnhrlum Points Required BD] SOU I H SIDE OF BASE LINE RD.BETWEEN ETIWAND.A AVE. AND VICTORIA PARK LANE UNE SLEEVE - SIZE TWICEDIAMETER OF _ LARERAL LINE NON-PRESSURE /� . NOTE: NNyTEl: L TRACT 15947 Loc 15948 1. RGTAL MID LOOP CONTROL WIRE AT II? CHARM IN DIRECTION. 1. ALL SLEEVES TO BE SCH 40 PMC. 2. PRESSURE SUPPLY LITE: 2 1/Y AND �+LALLER 18' MIN. I. DEPTH 2. EXTEND ALL REEVES Ir BEHVIYOND EDGE OF HARDSCARNG AT BOTH ENDS. 24 VOLT WIRES. TAPED AND APPROVED �, 3• AND LARGER 24' MIN. D 3. MOVIE SLEEVING AROUND DICAP RAMPS. BUNDLED AT 15 FT. INTERVALS 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY CRY E?KsMM RCE: 24053 2 CU. FT. PEA GRAVEL O STD. N0. 120 124' MRN. TO 3f!' MAX DEPTH TO TOP OF PIPE BELOW OE9GN PLAN PREPARED RECOMMENDED fTRUC'R1RAL SECTION). ala n.rA..A.�.w Off STANDARD RAM C;� ( t RANC80 CPlY Ot ii 0 C♦I+� N DIAL TOLL l R�,..+w. a RZDDa APPnwn Im APPROVED NY. sTANIw1D PLAIN! APPROVES Dyn - - _ __ --__-_. sYANDAIeD Puw TYPICAL TRENCHING 632 TYPICAL SL EVING 633 24 VOLT SPLICE BOX 640 ~ na u I-� 1- 227-app DRAWN "a) ne-em SHEET CTT DEaZIEER DAME MIR STAMOMD SPE'CMICATIOID IDR PUNK wRK! am,P ICnOM SHM 1 or 1 CTR' M ME"W ET' OMD ft[CIPCAM"roll THUG WaRMa OOIRRMJOIIOM CITY 01GI m MTE UK w11M aYMwID W RIMA I R Ml RIM New AMIOS MINIMUM" B�YOU DID RLE. .,.��_ >asn t Sr 1 wcE. 24953 IgQT 1 S 1 _^ O e P TM , �, .. r„n1R aan.anMPwrnt -�� �_ VT AT LEAST TWO DAYS '>>� l o`hi . o� � IRIEeMIoIRe LlpICE AfZRT CIF lDUIIlMl1 olt1A7RRN ��� KSifi flNl �� R.GE NO DIRAW1tNG N0. TrenchingJ SleevingK Wire Splice °� ��-� CITE ., ND 17 29 -L PROJECT SHEET NO. OF I T-1 I I 15 4 I _ B I� _1 r8--l1T-1 _ S_1 _ _ D -� -3 15 2 -1 1725 _) 4 f CCI - L.. _. i :_� d ,r1,4 rn . : rn _g I _g 2 i _2 -1 -3 -g -3 T-1 B ZE 3 T-1 - 15 2 \1�14 _3 T 1 -3 _1 152 3 T \15[3 1 2 /T_1 - L3/ c /T11\ _ LL! 2 _ _ S 1 _ - _ _ 2 0o I -- -! -2 QI k A - . > .' . -'tom • '+ *- -.. r - .� Z _ .. _ ----------- -- ----- ------— ......... 2 _ V _3 - -g I- I -1 _g -9 7 Q -3 -3 T-1 0 -9 -3 / I5L4 T-1 3 157 153 T-1 -2 154 3 SYMBOL LEGEND TREE SHRUB SYMBOL SYMBOL T-PI-ANTM XERISCAPE ASSESSMENT SYSTEM PaNTs S QUANTITY QUANTITY BOTANIC NAME CC40AM NAME SZE + SPACM OUANTTTY BOTANC NAME CDA*XN NAME SIZE + SPACA1Ka OUAV TTY I. LANDSCAPE [Point Value] CLAIMED SIZE T-1 Magnolia grandiflora 'Samuel Sommers' Samuel Sommer Southern Magnolia 15 GAL. 0 30' O.C. 34 0-1 Abelia Grandiflora 'prostrata' Dwarf Abelia 5 GAL. 04' O.C. 47 1. water conserving plants. [20] 20 T-2 Quercus coccinea Scarlet Oak 15 GAL. 0 30' O.C. 3 0-2 Escallonia fradesii 'Compakta' Escallonia 5 GAL. 04' O.C. 129 2. Turf limited to 25% (45% residential). [20] 20 T-3 Pinus canariensis Canary Island Pine 15 GAL. 0 25' O.C. 12 1" 11Hemerocallis hybrids Daylily 1 GAL. 024" O.C. 148 3. Plants grouped by watering need. [10] 10 0-4 • Lantana montevidensis Trailing Lantana 5 GAL. 06' O.C. 54 4. Hardscape (non—irrigated) surfaces. [10] 10 8-3 Nandina domestics Heavenly Bamboo 5 GAL. 030" O.C. 132 5. Permeable paving_ [5] 0 ALL PLANTM AREAS TO F 4' ANI DEF7H WOW MCCH 8-a Nandina domestics 'harbour dwarf' Dwarf Heavenly Bamboo 5 GAL. 03' O.C. 19 6. Low—water turf varieties. [5] 5 SEE PLANTM SIPEClF1CAT70M, SET L-8 9-7 Phormium tenax 'Bronze baby' Dwarf New Zealand Flax 5 GAL. ®3' O.C. 9 DESCRIPTION OF REVISION DATE moo: AVALABLE NVTRAVAIA FLOCK AND SAND 7. Mulch provided in non—ground cover areas. [5] 5 0-ss Phormium tenax . New Zealand Flax 5 GAL. 06' O.C. 80 MAW CA � Pittosporum tobira 'Wheelers dwarf' Wheeler's Dwarf 5 GAL. 04' O.C. 78 8. Soil amendments. [5] 5 CITY OF RANCHO CUCAMONGA X909) 9182-673 0-10 Berberis thunbergii 'crimson pygmy'Japanese Barberry 5 GAL. 03' O.C. 131 Total Points Claimed: 75 CONTRACTOR TO CENTER TF�EES NV AMDL.E OF P"NTER PLANTING PLAN TYPICAL FDFR ALL TREES 0-11 Rosemarinus officinalis 'prostrata' Prostrate Rosemary 5 GAL. 06' O.C. 29 [Minimum Points Required: 60] CONTRACTOR To CADOMM TE PLACEMENT OF ALL TREES 9-12 Trachelospermum jasminoides Star Jasmine 1 GAL. 024" O.C. 712 BASE LINE ROAD STREETSCAPE WUH CTY OF FMO-10 0-13 Tulbaghia violacea 'Silver lace' Society Garlic 5 GAL. 02' O.C. 145 SOUTH SIDE OF BASE LINE RD. BETWEEN ETIWANDA AVE. AND VICTORIA PARK LANE TREES TO BE PLAMEID NV 8' OR CFEA TER PLANTER AREAS 01YLY 0-u A Parthenocissus tricuspidata Boston Ivy 5 GAL. STAKED 0 15' O.C. 86 TRACT 115947 & 15948 APPROVED or DATE: O F9 N CITY UC NEER if ME:44 z4s� � 4 ' DESIGN PUW PREPARED OMMQIOED MA 4W •.d� wi Awe H atur i5 E N Id rA SON 1-804-227-2600 cc 9 �WN (on) no-47W SHEET�/` a AT LEA•f TWO DAYS 1�(M) 3M-40M ate ��dM r u•tweeuie 19%= W gaff"ad�raen CHECKED K{Itl i/111 DRAWING NO. �``� R.C.E. NO — coo DATE dtAsilll7o ME No 17;�_ 9- L- PROJECT SHEET NO. OF R STORM 01/11111 URID UTLITIES 4' OF COMPACTED W000 CHIP MULCH. NN IMRDSCAPIIIG (CONCRETE HEADER. ----- - ------- ---- CURB k GUT E!R. SIDEWALK, ETC.) FINISH GRADE t SIDEWALK UnUTY P0LLs L. ONE HALF OF SPACING LNATT OF PLANTER AREA REOUIREMENT CURB AND CUTTER METER 10' GR -.0-1-1MIN. MIN. � "It, Of 1111100711111111 TO EXTVND r • mom GRACE C `� MOVE FINIS, ADE \ NATIVE &ACKFtl WITH NO ROCKS GREATER THMI r DIAMETER. + h I KA"TO FORM WATERING INASSIN. y� AIIM TIGHTLY COMPACTED N PL QFH DRIVE S.L.SHOVEL Cllr EDGE COMPACTED I APPROACH d NATIVE SOIL # BOJ CURB AND GUTTER I 8. ROOT WILL MIN. MAI. MIK �Mllmq (� UNDERGROUND MOTH of 111E PLANT Pff TO 1ROOf All. TW STRUCTURE III. CATCH KSIN NOTES: TRANSFORMER VAULT. 1. PWR TO Pl1RCHASE/PLAQEAENT OF THE MULCH. THE CONTRACTOR SFNLL MOTQ N SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL L MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND • I. THEE SPACING SWILL CONFORM TO PLA9Q AI/PROVED fr'r THE CFfY ENCINEER 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL INTO EDGES AT GROUND COVER AREAS. 2. ALL TREES IN THE R.O.W. ARE SUINECT TO LINE.OF.SIGET SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 3 MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION F'D'A AS APPROVED �TRAFFIC ENGINEER. PLANS: S LEGEND FOR SPACING REQUIREMENTS. UQISTUR�D NMTVE SOIL AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIQfS PUKE lot 2. WHERE PLANTED ADJACENT TO WALLS, WALKS. CURBS OR 4. PLACE NO MLILCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT. PAACMIAY TREE AT A MIN. OF 2S' FROM BCR OR ECR. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. MAIW!AN S FEET FROM CUM OF TIES 10 EDGE OF ALL UNDERGROUND SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING FACILITIES. IN ADDITION MWA1N 10' FROM CENTER OF TREE TO ALL UTILITY FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. Mal OWNED WATER t SEWER LATERAL LINES. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTMES 1 OFOFROOT Ml�DO NOT CRACK own wr LOOSENING ALL RDofs AT ®GE a TREES SHALL NOT RE LOCATED ON PROPERTY LINES. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE E STREET TREES ARE SUBJECT TO INSPECTION AMC ACCEPTANCE Wf THE LEGEND ARE ESTIMATES ONLY. 13401IEERMG DIVISION. 7. STREET TREES ANLL K PLANTED MID STATED ACCORDING 10 TIE CITY STANDARD PIANS. CITY OF RANCHO CUCAMONGA, CAI "RNIA CITY OF RANCHO CUCIAMON CAL�'ORNIA CITY OF RANCHO CUCAMONGA, CAU"RNIA ClYY OF UICHO CUCAVON CtAIMRMA I VED tY� - - 1 - - - - - VED t1. S/AIIDARb PIAN $700A." PLAN RAVED 3Y STANDARD PLAN 'ROVED By, SHRUB AND GROUND COVER STANDARD PLAN CONTAMER PLANTING ON SLOPE MULCH INSTALLATION ��Q TREE PLACEMENT Q� �j 507 �`�� 501 SPACING 508 TTi E4WWER MT USE WITH STANDAIM SPECKICAT"s FOR PUKX WORNS OdKTRUCT1011 Tr ENGINEER MT UNE MTM STAWARD SPECIFICATIONS FOR nnuC WORKS OONSTRURgM IT7 ENGDNLER MT USE WITH STANDARD SKC,FICATIOVS FOR PUtLIC WORKS CONSTRUCTi0M .CE L T 1 ff 1 .C.E DA UK WRM tTANDA}tD fP[CIfIG1TK)!tS FOIL ►11tL1C WORKS COMSTRVC'r10M SHUT 1 OF 1 IC,E ENGINEER 31EET 1 1 IEEE f 1 A 53 Mulch B Tree Placement C Ground Cover Spacingeaeal D Shrub-i-Planting On Slope FLAT SUE UP i.. M01RMNCAM 1 SIDE" xrZ>sNOTES: W E �' 1 t. REMOVE Nt1RSER1'STAKESll � 2. STAKES TO BE PLIAf! AND^ STM�E Tq�� p�}� A ' � .. S \ 3. TO`FRENA Li ,NE, WNDi r"M r IAIIRR Ca1CRIM M UNDERNEATH COI9LES10NE l �� �� l J ^ C 2 GACATE PER FIMI)HM TOP TE TO A >IL D"MI • E PLACED A LAW v TOP OF SOIKES se" v ` v W E Alow CONCRETE HEADER - 1/2 RAMS TOP POSSIBLE ON THE TRUNK TO OF TREE WHERE SPECIES GROWTH ��1 � INSTALL(EXPOSED EDGES AND ISH PER PLAN ALLOW FOR WIND FLE)UNG OF THE 1REE HABIT PERWS. V S 1' IN LAWN CROSSINGS) GRADE LEVEL AT SWALE ORALLOW OL WA SUPPORT2 IN PLANT TO DROP MAIN TRUHIc . ; . Ir OR Ir _ ►LACor CINCH M AmED >-1 IMR>AI ApA�L IEn FINISH GRADE • W/ G 24' APART. TSO 3' T /,- 9�pF��EM�EE CAS 2 LODGE POLES. ��LAPPORT ORALLOW� LOSEL SPECIES GROWTH HABIT PERMITS. I- ' ' T2' MrLxIMRxA THE HEAD TO DROP. ALAN TRUNK r rmlL feoRTlalm sTaNE aWRu 0 2' DIA. LODGE POLE ME STAVES (s) SETS OF CINCH TIES SPACED 24' 1 ► . T0! OF RoaTIIV L 10 E71TE1A WITF{ Wp00 PRESERVATIVE STAIN. APART. ATTACH WITH GALVMNZEn r I _ r Amm nwsH mADE DRIVE A MIN. OF G" INTO UN- SCREWS TO S' LODGE POLES. III , DISTURBED SOIL AD POSITION T r aNNKOINAI GRADE STAKES OUTSIDE ROOT13AL1_ 1 MAx �� wrinND4`WOW PMRESgEMA�TI�VE STAIN •• •I:f : ' am w11 BERIM TIOH%YIIM COIAPWATERACTED OUTSIDE ROOT GALL OIIILLSTCN[ 4• An+ COBOU W/03 WA 3 RE-BAR CONTINUOUS I i I I I 1 I UNLESS OTHERWtSE INSTRUCTED) � PIT. OUTSIDE OF MICR GUARD IN TURF AREAS AID CURB t GUTTER 7M MOW YARDS, �p r MIN. / 4• MAX IDD. WWFW GRADE. ��ND 2• NRITVE MCNIfIt WITH 7WMY COMPACTED 3M FOR I'��RMN�TAO� FORM WATER"GTWW AND DIAMETER GROUND C R STAILATION5. LOCAITE MAN" -- TIMES IIIT WIDTH (2) � OF PLANT PR. BERMS L4 TURF AREA % TO K REMOVED PRIOR TO CITY PLAIT PIT WI TH 2ACCEPTANCE e THE ROOTBALL - - 16 --- SIDEWALK ,LOIN AT RIGHT N40LB 3' MN / 4' WLTI. W. r PCC MOW c1Al1e PER crtY sm. 434 UNDISTURBED NATIVE SOIL NATIVE (GREAT R WITTKA MO t Nei !�, UILl1R 01R=1w3 r6_w D. 1r 20 ROCKS GREATER THAI 3' OLIN .o,acr,Wt weE J'O' MM. 2'0" OO�ESTOIES: MAIL Tr - MAI. r 11117"01111F POUT II[ NOTES: 2. 11111111A.0111111 LINA L 1,W& 1/3 1sEEUMENT. 00IBLES SHALL HATE 2/3 040MIMT 1. PROVIDE SCORE JOINTS AT 10'-0 O.C. AND 3/B' EXPANSION MORTAR.CLAM 2,ALL SPAM IEnEfN SIRD E5 SHALL K R UJED 111n111nW' AL 1 PART 00NDIT JOINTS AT 20'-D' O.C. NOTES: NATIVE SOIL UNIDISTURBED TO 2-1/1 PARS 100. 3000 PSI PORPANO OEMERIT OMCPW E (NO DRY-PACK' 6 ILEAIRED' 2. e' WADE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 1. NVAO IE NURMW STAKES w A IMIl1F AI AIN. 40 a MOM rt. 3 OM Nle AP*IIOV[O n THE Cm 91lLL10R PwOR TO PRNATELY-MAINTAINED AREAS. 2. STAKES TO BE PLUMB AND PWMLLH. r TWICE ROOT TALL WIDTHL VIRAL TEs, 10011111 OF ALL Roots To t APPRIOM W T1c WE CRY 11901010oR. 3. CONCRETE TO BE 520-C-2500 MIN. 3' STAKE TREE PERPENDICULAR TO PREVALN¢ WIND. a rlloa IW+L 9F IMDUM. ROtRIOeD AND►Ref OF 094=00ALE DMFCLWTMS AND DIoe9lVE IKON COHTIEW. C ff OF RANCHO CUCAMONGA, CAID'ORNIA CI'Y'Y OF RANCHO CUCAMON2& CALIFORNL CITY OF RANCHO VgYON CAtMRNL CITY OF RANCHO CU2 ONCAURPOWU VED IY- - .yF - I -ROVED IY� - - LIVED By RIVER G2\ �A►7 Ll�L GRANITE STANDARD PLAN DYED By, STANDARD PLAN STANDARD PIAN DOUBLE STAKED TREE STANDARD PLAN DOUBLE STAKED TREE ON SLOPE COBBLESTONES 542 QffiaaaeN CONCRETE HEADER 534 505 5 GAL - 24" BOX 50z TMY ENGINEER MT 1ST MIM STANDARD sPECP,cAT101R FOR ►ISIIC woRla CONSTitUCT1011 rTY 04ONEEN DAT USE WITH STANDARD SPECOXATI" FOR PWUC WOWS COMSTRt1CT10H E ENGINEER MT USE WITH STANOARC !CQ►iCATtT>!fS FOR PUtUC WOkK3 CONSTRUCTION �T 1 or 1 CF Dr('DEER M DISE WfTN STANDARD XECPlCAT10NS FOR PU9LSC 100" CONtT1tUCilON SHMT 1 OF 1 .CL_ SLEET 1 OF 1 .CE 2iEiT l OF 1 E Mowcurb F Double Stake Tree On Slope G Double Stake Tree Planting H Cobblestone Walk , PLANTING NOM PLANTING NOTES (CON"T) Q Q ' Matti 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS PRESSURE CALCULATIONS '"�" � 1"$ VA�r1l REVISED IRRI6411M ►.D.0. LOCA" M Pte TD PRCSWM PROOLEMS A? APPROVED L"-n6N. tX CwD(l. INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY levNNrionet"` I/' RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND STANDARDS AND DETAILS HEREON. :urcceic eofin`Nm.ben �'� w Ps La" 135 b I v.4 . 67 SPECIFICATION. o,:o"n(information _yiTT� gl y1 �''�fv�1 8-5 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. -f Mail Mean tikvaben WA (ata0e psi unMewrh 41 1 L ;/I'�I 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT Water Metef ElevMien A. $ .S/ REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT Bevatlon Difference y.� : 43 ° LY g1 Y41'L.444/ L SII TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL �.ni0",ad GPM 2Q I�jw I• , I4,v V 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, THE REQUIRED SOIL AMENDMENTS 6' INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. Elo"li0n0fHighes'N'M O 8 !A` .At DESCRIPTION OF REVISION DATE crtY STRUCTURES. ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO I 1E vmw Amer ° �5' �y'I � 'OA APPR0YM. THE CITY, ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 4 C.Y. NITROGEN STABILIZED SAWDUST --L "P 6i °"O"'" �/1,77 '�� .L l yi` Press.Reg.(Fam-oM 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE 125 LBS. GRO POWER SUS -L Il N,WT v 9' �A '08 CITY 0 F RANCHO CUCAMONGA Male IM. OI 0.00 13.Y: 11 ,r,�j •� 1 SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS - - �� 000 91 till, l�f , Oa HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED. AND THE WORK APPROVED BY THE CITY. 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND L171 �L„ 3 1 3�y" L,�frAl �� PLANTING AND C 0 N ST R U C T 0 N DETAILS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. LaaralL4Lesa 0.00 .3; ?•� BLEND INTO EDGES AT GROUNDCOVER AREAS, LalwalLineLe 0.00 ._7 = a.731 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE PiW+paLem 01<', j -0.0oa EASE LINE ROAD STREETSCAPE PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: yea "Ay s:de e i i r u`b 5 a.79 Taal system tetter 0.00 41 REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. /� . -�- /`-( wn.Pep w OperNe Last dead: ;�.oO INTRAVAIA �v Taal Pressure vg3ble: 0.00 x,.41 SOU SIDE OF BASE SINE RQ. BETWEEN ETI'NAND.A AVE.. ANS VICTORIA. PARK LANE 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED UPLAND, CA Y Low"Static Pressure A Pressure: 0.°0 ,Psi 'ResiduN Pressure: 0.00 PS!1S.151 LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE (909) 983-6713 ^F� �'" 10.00 TRACT 15 47 LJ( 1�'�48 CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITYIt q. eldeat l ReYYeb.Pnaswr 1L2eP111"f) OSC„gp APPROVED E' DAM . - coanetor sham veAfy his stale prettae ane mete.stse a the peva a eanneeberl. Q� t�� GTY ENGINEf7t RCE: 249'.53 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT Any devialfon from design cAeria shah be brough!to the ahenlion of the City. C.kutsilm by: ( Dae CV.W led:�f 9�� Pmjw No. Ol7L /` �/ PLAN �'�ED BY' MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. Dw_TOLL 4"9r"eNEen AA.RD• fitly u� / RMrolde. CA 92306 j 1-900-227-2600 (906) 30-OM AT LFAQT TWO DAY! DRAB SHEET t� BEFORE YOU Dq 7y Nita (909) 391-4036 . . 10• a 1.0 ��P vief11CImm 1ENRI AlERr OF S aU10INRt a r KSi<I<lllf ~ OOrR.a+sWnNa _� OF ti (continued) F��,`,�� _ _ _ _ ���� � 9-� DRAWLING NO.Planting Notes Plan ng Notes TM aTE ,� z PROJECT SHEET N0. OF _ 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, cop and inadequacies of coverage due to deviations from the Drawings, or e. NSF (National Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries jl pressure test all piping under paving prior to the paving work. where the system has been wilfully installed as indicated on the PART 1 - GENERAL 3. The chart shaft show the area controlled by the automatic oont,oft f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate, without bringing this to and shall be the maximum size which the controller door will allow. 2. Generally, piping under exist!. waft Is done by jockinq, boring, or the attention of the City of Rancho Cucamonga. This test sholl be 1.01 DESCRIPTION 8. AM fittings shah bear the ms's name or trademark, material 5. Use 10' x 10-1/4' round boo for aN quick coupling valves instofkd hydraulic driving, but where ony cutting or breaking of sidewalk accomplished before any ground cover is planted. 4. The chart is to be a reduced drawing of the octual installed systen . designation, size, applicable I.P.S. schedule and NSF seal of approval. within on-structure landscaped area. Canon Industries No. 910-12B and/or concrete is necessary, it shall be done and replaced by the A. Scope of work Provide aN labor, materials, barreportotlon, and ssrvlces However, in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a port of the Contract cost. Permission to cut or brook 8. Upon completion of each phase of work, the entire system shall be necessary to furnish and install the Irrigation System as shown an 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 shah be obtained from the City of Rancho tested and adjusted to meet site requirements. Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete 1. Non-pressure buried lateral Nne piping shift be PVC Schedule 40 paving. 3.07 MA TENANCE B. Standards N work and materials shall comply with governing codes, safety 5. The chart shat be a block tine or "tie ozatd print and a different with solvent-weld joints when installed in planting areas. 1. AN sprinkler hoods shah be of the some size, type and dower the orders, standards, and regulations, and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. some rate of precipitation with the diameter (or radius) of throw, 3. Refer to City mandard 120 'Trench Repair' when w"m city !heels A. The entire Irrigation system shall be under full automatic operation for a the Standard Specifications For Public Works Construction (Green Book) latest 2. Non-pressure lateral line piping Installed under paved ones shaft be pressure, and discharge as shown on the Drawings and/or specified susceptli le to traffic foods• period of seven (7) days prior to any planting. edition. 6. When completed and oppraved, the chart shalt be hermetically PVC Scheduke 40 with solvent welded joints. in these special provisions. owl ed between two pieces of plastic, each piece being a minimum 20 D. Aseembties. B. The City of Rancho Cucamonga reserves the right to wotve or shorten the 1.02 QUALITY ASSURANCE k REQUIREMENT'S _ mils. 3. Pipe shall be mode from NSF approved, Type I. Grads N PVC 2. Spray heads sholl have a screw adjustment. operation period. compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrtgrtion lines as irndicoted an the Drawings is A. Permits and Fees: The Contractor shoN obtaln and pay for any and aft 7. These charts shah be completed and approved prior to the Anal fleld must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diogrommatkc. Install Noes (and various ossembifes) In such a 3.08 CLEAN-UP permits and ail observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings. Clean-up shah be nods as each portion of work progresses. Refuse and sxcees dirt B. Manufacturer's Directions: Manufacturers directions and detated drawings D. Operation and Maintenance Manuals: 4. Except as noted In paragraphs 1, 2, and 3 of this section (2.01 B), aft 4. Riser nippies for dl sprinkler head o shah be the same size as the 2. Vista# NO multiple oseemibees In plastic Nnes. Provide each assembly shall be removed from the site, all waft 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 len 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, est forth in section 2.01B of the Specifications. 5. N sprinkler Mods of the tame type shall be the same manufacturer• 3. Vista# aft oneembfw specified herds In accord.,me wuh 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: N local, municipal oed state laws, and rules D. Bron 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 ore hereby a. Index sheet which states Controctor s rams, address, and accordance with best stondard practice with prior approval of City of A. The Contractor shall operate each system In Its entirety for the City of Rancho Incorporated into and mads a port of these Specifications, and their telephone number, and which lists each installed equipment 1. Where indicated on the Drawings, use red brain screwed pipe 1. Skevfig under ho dscape or paved areas for maini'me, lateral tines Rancho Cucorrongo. Cucamonga at time of final observation. Any items deemed not acceptable by provisions sholl 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 Mall not be construed to conflict with arty of the above manufactures local representatives. 4. PVC pipe and fittings shah be MrorougMy cleo, of dirt. dust, and of the City of Rancho Cucamonga. rules, regulations, or requirements of the some. However, when these b. Catalog and ports Meets on every material and equipment 2. Fittings shah be red brass conforming to Federal Specification /WW - P. Vandal Resistant Controller Enclosure: moisture before intonation. Instaflotion and solvent welding Specilfications 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 Tilting B. The Contractor stall show evidence to the City of Rancho Cucamonga Mot the construction of a better quality, higher standard, or larger size than is G Guarantee statement. 1. Controller enclosure Mall be of size and type shown on the irrigation manufacturer. City has received aN accessories, charts, record drawings, and equipment as required by the above rules and regulations, the provisions of these d. Complete operating and Nonce irnstruction on aN E. Copper Pipe and Fittings Drawings and Irrigation Detail sheet. required before find site observation can occur. Specification and Drawings shall take precedence.. major equipment. 5. On PVC to metol co nectloi . the Contractor shah work the notal 1. Pipe: Type K, hard tempered. 2. A backboard Mall 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 aN 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 aft that is required. Where threaded PVC A. The Contractor MoN be ,seponeible for notifying the City of Rancho 1. Due to the Scale of the Drawings, it N not possible to N dicate all equipment and show evidence in writing to the City of Rancho connections are required, use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings, according to offset., fitting, sleeves, etc., which may be required. The Contractor Cucamonga. ct the conclusion of the project that this service has been 3 Joints shah be soldered with silver solder, 45% silver, 15% copper, 3. A 117 volt duplex box Moll be provided with an On/Off switch, and a pipe may be solvent welled. the time indicated: Mall carefully investigate the structural and finished conditions rendered. 16% zinc, 24X cadmium, solidus at 1125' F, and liquidus at 1145' F. 117 vott 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 Cleoranoe: 1. Pre-Job Conference - 7 days such fittings, etc., as may be required to meet such conditions. E Equipment to be Furnished: F. GaWalves: property phased. Drawings ars generally diagrammatic and indicative of the work to be 1. AN Nines shall hove a minimum clearance of du (6) Inches from each 2• Pressure supply tine installation - 24 hours installed. The work Moll be installed in such a manner as to avoid 1. Supply as a part of this contract the following toots: 1. Ball Votes (1 1/2' and smaller) 4. A terminal strip shill be provided, clearly indicating the proper other and twelve (I 2) inches from Tines 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 eleeve(s) which Mall be installed 3. Lateral tine and sprinkler installation - 24 hours features. a. Two (2) soh of special tools required for removng, o. Boll valves short be a 125 Ib SWP bronze valve with threaded vol, common, central control), adjacent to pressure supply Ins. Pam9el lines Mall not be instoNed disassembling all 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. N work sated for an the notes or detvfts such be supplied on this project. b. Ball vowel shall be Nibco T- 585-70-66 or approved equal. Drawings by Q. Miscellaneous Irrigation Equipment: furnished and installed whether or not specificafty mentioned In the b. Two 2 four-foot valve keys for operation of gate volves. C. NI Sall 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 miscellaneous d. One 1 quick coupler key and matching hose swivel for 2. ResMoi, Wedge Gate Vol (2' and larger) Irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shah 6. Pressure supply tine and lateral We besting - 48 hours 3. The Contractor shall rat willfully install the infgation system as every five (5) or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the Mown on the Drawings when it is obvious in the field that coupling valve installed. a. Rest#ent Wedge Gate valves Mall be epoxy coated and 2. N miscellaneous irrigation equipment shaft be as specified or Drawings. 7. Coverage test - 48 hours obstructions, grade differences, or discrepancies in area dimensions equipped with a 2' operating nut. approved equal. exist that might not have been considered in engineering. Such 2• The above mentiorrod equipment shah be turn over to the City at b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage wiring for Automatic Controller: 8. Final observation - 7 days obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 3 - EXECUTION City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be Mown to the C. NI Resilient Wedge Gate valves shall be installed per detail. 1• 120 voft power correction to the automatic controller tFsll be B. When observations have been conducted other than the City of Rancho performed, the Contractor Mall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga, show evidence in writing of when and by whom these revision necessary. G. Quick Coupling Volvox observations were made. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. N scaled dimension are approximate. The Contractor shat check and verify 2. N etecbical work shill conform to bad ooden. ordinances, and union 1,03 SLOMALS 1. Quick coupling valves shall have a brass, two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No Bite observations will commence without 'As-Built' record drawings. The A. Handal q of PVC pips and flttings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. prior to proceeding with work under this Section. contractor shall not cart for a site visit without As-Buitt' record drawings, A. Material fist: core in handeng, loading, unloading, and storing PVC pipe and fittings. N H. Remote Control Valves: without completing previously noted corrections. or without preparing the PVC pipe Moll be transported in a vehicie which allows the length of pipe to 2. Quick coupling valve Ma# be with a quick system for said visit. Ne flat so as not to subject lt to under bending or a concentrated externo} load P 9 q coupler �'• �' B. Exercise extreme core in excavating and working near existing ut ►il'ti'es. The 1. The Contractor shall furnish the articles, equipment, materials, or J 9 size and type Mall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown an the Drawinge. Where grouped togsther, Mow CONCRETE SPECIFICATIONS processes specified name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be Dr spec by ng Spec his operations or neglect. Check existing utilities drawings for existing utility at least tool (12) inches between adjacent valve boxes. Instal each substitution will be allowed without prior written approval by the discarded, and if installed, Moll be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box. PART 1 GENERAL City of Rancho Cucamonga. 1.05 SUBSTMiTiONS 1. Backflow prevention unit shall be of size and type indicated an the C. Coordinate installation of spi l nkfer materials inNuding pipe, so there sholl be I. Flushing of System: 2. Complete material Not shah 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 Dow,iptiorn work. Material list shall include the manufacturer, model number. A. if the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees, shrubs, and ground covers. 1. After aN new sp inklei pips #hes and Asers are in piece and and description of oft materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications, he may do connected, aft necessary diversion work has been completed. and For concrete information refer to the Standard Specifications for Public Woks manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. strai, at backflow on units Mall No" a bronzed Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to � prevention D. The Contractor shaft carefully chock aft grades to satisfy himself that he may prior to installation of sprinkler hoods, the control valves shaft be ore well as and 400 303 201, , , 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 hood of water used to flush out the system. Sections 4, any other sections related to the installation, /100B or approved equal. per and post installation of concrete work, materials, labor, and clean-up. The Item No. Description Manufacturer Model No. 1. Provide a statement huftetlmg the reason for making the substitution. SprinklSprinklerds 2• nMashall be Install � ofber flushing of the � Standard Specifications for Public Works Construction is available from: Use a separate sheet of paper for each item to be submitted. 3. AN pressure main tine piping between the point of connection and 3.02 PREPARATION hos been accomplished to the complete satisfoction of the city of 1 Sockflow Preventer Fsbco 825-Y-BV the backflow preventer shall be installed as required by local code. Rancho Cucamonga. Bl Building News 2. Provide descriptive catalog literature, psAormonce charts and flow The Contractor shall verify with the local governing body as to A. Phyvi� layout: 3055 Overland Avenue 2 Automatic Controller Calsense ETi-24 -DR charts for each item to be substituted. material type and installation procedures prior to start of 1. Prior to installation, the Contractor shah size stake out all J• Sprinkler Fieo�: Lot Angeles, CA 90034 3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item Is construction. Submit shop drawing for approval. sprinkler Pyre 1 Install the heads as on the (31 0) 202-7775 supply Noes, routingand location of nnk{er heads. sprinkler designated Drawings. Sprinkler 4 Etc. Etc. Etc. approved. 1. Check Valves: 2. N layout sholl be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in aft respects 1.02 Scope B. The of Rancho Mall have the sole 1n to those itemized. City Cucamonga responafbftlty accept!,. 1. Swing check valves 2' and nmafter shall he 200 pound W.O.G. bronze to installation. Furnish all install aft concrete work complete as indicated on the drawings or as Irrigation submittal must be specific and complete. N Rema must by or rejecting arty submittal item as an approved equal to the equipment and construction with replaceable composition, neoprene, or rubber disc Noted and should include solvent, primer, 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: 2. Spacing of Mods shaft red exceed Mo max ed indicated an the specified, including, but not limited to the following: Drawings. In no con oho# the spacing exceed the maximum AFurnish and set dl reinforcing steel, both, and anchors. boxes, etc. No copies of manufacturer's literature (catalog cuts) ore Type N .. recommended by the manufacturer. g required as submittal information. 1.06 GUARANTEE 1. The irrigation system shoN be cornnected to water supply pont(s) of 2. Anti-drain valves shall be of PVC construction wRh connection as indicated on the Drawings. B. Install aN items required by other trades which are to be east into concrete. heavy �Y virgin 3.04 TEMPORARY REPAIRS 3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shah be made In accordance with the F.I.P. thread inlet and outlet. Internal ports Malt be stainless stets of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections Moll be made at the approximate location(s) shown an The C' reserves oro to make as to the C. Concrete mow strips, foo ings for walls, fencing, posts, benches, etc., when be required to remove such materials from the site at his own these Specifications shall be filed with the C nor to acceptance of the the Drawings. The Contractor is responsible for minor changes ice' repairs nscse of kssP applicable. may req Spcc ltY P • ccP drowout from 5 to 40 feet of head. Anti-drain valve shall be similar to caused b actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the expense• irrigation system. the Volcon 'ADN' or approved equal. y City shall not relieve the Contractor of his responsibilities under the terms of the 1.03 Protection 4. Approval of any item, altern,i e or substitute indicates any that the B. A copy of the Guarantee form aha# be hoc hMed In the operations and J. Control Miring: C. Electrical Supply. guarantee as herein specified. NI finished concrete work shat be bonicaded to pedesbion traffic for three (3) days. product or products apparently meet the requirements of the maintenance manual. 3 O5 EXISTING TREES Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, . Drawings and Specifications on the basis of the information or 1. Except as noted otherwisen, connections between the automatic 1. Electrical connections for any and oft rs automatic controlleshall be place and remove all of his own barricades. Contractor shot be responsible for any samples submitted. C. The guarantee form Mall be re- onto the Contractor's letterhead aid controllers and the electric control valves sholl be made with direct made to electrical point(*) of connection as indicated on the necessary existing �� damage to new construction and replacement or it of the work shall be mode P Mall contain the followinginformation: burial co wire AWG-U.F. 600 volt. Control wiring installed in Drawin po lt is to excavate to the Contractor areas sere use all g ° ' copper 9 9s• without added cost to the Ci 5. Manufacturer's warantisa stroll not nNeve the Contractor of his control wire conduit within structure shall be made with AWG-TW possible care la avoid injury u trees and tree rook. Excavation in ores where two ty. Nobility under f#ne guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM slid copper wire. Pilot wires shall be a different color wire for each 2. Connections shaft be made at the approximate locatfon(s) shown on lar inch and larger roots occur Moll be done f hoed. A8 routs two (2) inches and 1.04 Clean-up larger in diameter, except directly in the path of pipe or conduit, Moll 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 aft concrete work and us, d final acceptance, the Contractor shaft We hereby guarantee that the ktigation system we have furnished and instated is color stripe for each automatic controller. Install in accordance with by actual site conditions. under and shall be heavily wrapped with buriop to prevent scarring or excessive remove all tools, clean. ootecon apparatus, debris, etc. from the site and the site drying. When a ditching machine a run close to trees having roots smaller than two shall be left in a elan, neat condition acceptable to the City. 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 lU inches in diometer, the wall of the trench odjvicent to the tree shall be hand eP accordance with the Drawings and Specifications, ordinary wear and tear, unusual wire size be less than #14. 3.03 INSTALLATION shall 1. The Contractor shot Pray ide and keep up-4o-dote a complete record abuse, or neglect excepted. We agree to repair o replace any defects in material or trimmed, making dean cuts through. Roots one (1) inch and larger in diameter should set of blueline ozolid prints which shaft be corrected dal showing workmanship which m develop during the Wad of one from date of 2. Wiring shall occupy the some trench and shoe be installed aloe the A. Trench' closed painted with two coats of Tree Seal, or equal. Trenches adjacent to tris should be Pri daily, 9 P may P 9 Pari year 9 Py 9 � F every change from the original Drawings and Specifications and the acceptance and also to it or ace damage re*uttin from the nn or some route as re supply o lateral Ines wherever possible. closed within twenty-four e s hours; and where this is not possible, s. side of the P Pa rept any 9 9 � • 9 Prsseu PPly Po trench adjacent to the tree MvN be kept Moiled with burlap or canvas. � 1 exact installed location, sizes, and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We sholl 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. When more than one (1) wire is placed in a trench, the wiring shah trench. Lay pipe to an even grade. Trenching excavation shoe follow 3.06 FIELD QUALITY CONTROL D. et ITONTRON This sof 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. .. MATILIBOWTWODAY111 L TOLL FREE as a record set, replacements within a reasonable time after receipt of written notice from the City, we A Adjustment of the mem: ~ ur I5 d-227-2600 authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl Moll be provided within three (3) feet of each 2. Provide for a minimum of twenty-four (24) inches cover for aft 2. The Contractor Moll make neat and iegibh notations on the record expense and we oil pay the cosh and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under poring or hordscaping. � 1. The Contractor Mall flush and adjust aft sprinkler hood. for •Dnte �m Yah Do drawing progress sheets daily as the work proceeds, showing the splice connection at each electric control valve, so that in case of optimum performance and to prevent overspray onto walks, �P work as actual installed. For exon le, should a iece of equipment PROJECT: BASE LINE ROAD STREEiSCAPE repair, the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four (24) inches cover for oft •q� e nseeisW"NNW ilea or slimes au,a.M actually P P P disconnecting the control wires. Control wires shall be laid bo pressure supply lines of three (3) inches or larger in diameter. roadways, and buildings at much as possible. (�` be installed in a lavation that does not match the plan, the Contractor 9 seiY � �L\F LOCATION: SOUTH SIDE OF BASE LINE R0. BETWEEN VICTORIA PARK LANE ! ETIWANDA AVE. in trench without stress or stretching wire conductors. n __ -_ .- must indicate that equipment has been relocated in a graphic g 2. If it is determined that ad' in the will manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen (18 inches cover for all pressors irrigation legend. The relocated equipment and dimensions will SIGNED: 5. N splices shall be mode with Scotch-Lok /3576 Connector Seaffng supply in" of two and one half (2 1/2') inches or smoffw provide Proper and more adequate coverage, the Carts mayctor also Own be transferred to the original record drawing plan at the proper Packs, Roinbird Snap-Tito wire connectors., or approved equal. Make make scot. adjustments priors planting. Adjustments may also time. ADDRESSED: only oma splice with each connector sealing pock. 5. Provide for a minimum of twelve (12) inches for all non-pressure include changes in nozzle sizes and degrees of arc as required. Wes. 3. Before the dab of the find observation, the Contractor shoe transfer PHONE: DATE OF ACCEPTANCE 6. Filed splices between the automatic controller and electric control aft information from the 'record drawings to a is or or valves will not be allowed without prior approval of the City of 6. Protide for a minimum cover of sighteen (18) inches for all comtrof 3. occompl raised sprinkler herds by the Contractor shall las 9 Prints asp mylor accomplished within ten (10) days after notification by the City. similar mylor material. Arrangements sholl be made through the city PART 2 - PRODUCTS Rancho Cucamonga. wiring- for obtaining said sepia mylor or similar mylor material. AN work4. N sprinkler heads shall be set perpend'i viar to finished grades shah be in waterproof India ink and appeed to the mylar by a 2.01 MATERIALS K. pair K. Automatic Controller: 7. Refer to City Standard 120 nch Rewhom within City streets unless otherwise designated on the Drawings. technical pen mode expressly for use on mylor material. Such pen susceptible to traffic foods. shall be similar to those manufactured by Ropidogroph, Kueffel Ae A. Generat: Use ony naw motollo of brands and types noted on drawings, 1. Automatic contro#er(s) trot be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers Esser, or Faber Castel. The dimensions Malt be made as to be eaeily specified herein, or approved equals. Drawings. B. Backfilling: specification so that each latero{ operates at design pressure. CITY readable even an the final controller chart (see Section C). The DESCRIPTION OF REVISION DATE original rnylar 'record drawing' plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittingr. 2. Final location of automatic controter(s) shall be approved by the City 1. The trenches shoe not be bockMed until aft required tests are B. Testing of Irrigation System: � . Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga. performed. Trenches Mat be carefully backfilled with the excavated controller chart. 1. Pressu, main the piping for sizes 2' and kager shah be PVC Close materials approved for backfilling, consisting of earth, loom, sandy 1. The Contractor Mall request the presence of the City of Rancho CITY 0 F RANCHO C U CAM 0 N GA 315. 3. UMess otherwise noted on the Drawings, the 120 volt electrical power day, sand, or other approved materials, free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing. 4• Tie Contractor shots dimension from two (2) permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compaicted in landscaped reference, such as building comers, sidewalk edges, rood 2. Clan 315 pipe shoN be mode from an NSF approved Type 1, Garde 1, 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 al pressure tines under hydrostatic pressure of 150 pounds per Intersections, etc., the location of the following items: PVC compound conforming to ASTM roan specification D1784. AN areas. Backfill will conform to adjacent grades without dips, sunken square inch and prove watertight. IRRIGATION SPECIfCICATIONS pope must meet requirements as set forth in Federal Specification PS L Electric Control Valves: moos, humps or other surface irregularities. a' Na Connection to existing water ss. 22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Nota Testss Testing of pressure main tinea Mat occur prior to b. Connection to existing electrical power. Pipe). 1. N electric control valves Mae be the same size and type Morn on 2. A fine granular material backfll will be initially placed on aft tines. installation of the electric control valve*. 6AS E LINE ROAD STR E ETS CAP E cGate valves the Drawings. No foreign matter larger than one-half (1/2) inch in size will las d. Routing of printer pressure tines (dhnenafan max. 100' 3. Pressure main in pi 4 for shoe 1-1/2' and smaller Mae be PVC permitted in the initial backfill. 3. N piping under paved areas shaft be tested under hydrostatic along routing). Schedule 40 with solvent welded joints. 2. N electric control valves shall hove a manual flow adjustment. 3 Flooding of trenches will be permuted only with approval of the City pressure of 150 pounds per square inch and proven watertight prior SOUTH SIDE OF BASE LINE RD. BETWEEN ETIWAND,A AVE. AND VICTORIA PARK LANE e. Sprinter control valves. to paving. f. Routing of control wiring and locations of aft pke boxes. 4. Schedule 40 pipe shat be mads from NSF approved Type 1, Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. TRACT 1547 & 15948 g. Quick couping vofves. PVC compound conforming to ASTM resin specification D1785. N vat". 4. Sustain pressure in lines for not ion than six (6) hours. If leaks h. Stub-outs for future connections. pipe must meet requtremer►ts os set forth in Federal Specification PS 4. d settlement occurs and subsequent adjustments in pipe, valves, develop, replace joints and repeat test until entire system is proven 21-70. M. Control Val Boxes: sprinkler heads, lawn, planting, or other construction are necessary. APPROVED W. DATE: i. Other related equipment as directed by the City of Rancho the Contractor shall make all required adjustments without cost to the watertight. Aav& Cucamonga. �' ;Y4 �: 253 5. PVC solvent-weld fittings shot be Schedule 40, 11-1 NSF approved 1. Use 10' x 10-3/4' round box for oN gate valves. Corson IndusMee - City. 5. N hydrostatic tseh shall be made only in the presence of the 5. On or before the dote of the final field observation, the Contractor conforming to ASTM test procedure D2466. #910-128 with green bolt-down cover or approved equal Extension C. Trenchin and Backfill Under General Contractor and the City of Rancho Cucamonga. No pips lull DESIGN PLAN PREPARED BY: RODOMMENDED sham deliver the corrected and completed sepias to the City of sleeve shall be PNC with minimum size of six (6) inches. 9 Paving' be backfilled until it has been observed, tested, and approved in ups•6810100 AMM Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd f1 tMgs writing. am Contractor of the r sibil of furnishing Moll be of 1. Trenches located under areas where attic concrete or g TM �+1• a -OM capon ltY g required information type and installation methods prescribed by the 2. lies 9-1/2' x 16' x 11' rectangular box for alts electric control valves. paving, � that may be omitted from the prints. manufacturer. Corson Industries 1419-128 with green boli-down cover or approved concrete will be installed, shall be backfilled with sand (a layer four 6. Furnish necessary force pump and aft other test equipment. DWIWN ? �-07e° SHEET 4 inches below the and six 6 inches above the i and ti ex■1 sw-� equal. ( ) PiPs ( ) pipe) 7. N PVC pipe must beer the followin morkings compacted in layers to 95X compaction, using manual or mechanical 7. When the irri anon � ^* C. Corrtroter Charts: 9 g system is completed, perform o coverage test in n a; � :, �_OF_� 3. Use 6' diameter x 8-3/40 round c vol box for aft ick tamping devices. Trenches for piping shah be compacted to equal pin illy q /G4Kl rrlMl / P plastic quick the presence of the C of Rancho Cucamonga to determine if the MW --VWnA/00"+� approved City a. Manufacturers Home cou n valves. Carson Industries 608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and' shall be CHECKED DRAWING NO. 1. As-buifb shaft be the of Rancho PN 9 it 9 water coverage for planting areas is complete and adequate. Furnish R.C.E. NO Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. NI trenches shall be left flush all materials and perform all work required to correct any C. Schedule or doss _ SATE D FNE 72 9-[/ � PROJECT SHEET N0. OF PLANTING SPECIFICATIONS PART 1 - GENERAL PART 2 - EXECUTiON C. Trees and shrubs shall be growing at a recognized nursery in accordance with 6.04 Responsibility and Coordfnatlon: good horticulture practices and shall be of the size and caliper normally 1.01 Scope of Work: 2.01 Protection: associated with the container size specified on plans. Removal of all tags, A. Larbscope Contractor is responsible for the treetion of all signs and beaters Keep all pkat material delivered to site in a healthy eondMon for planting. Plants bels, nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public. Contractor shall provide all materiels, labor and squlprne, incidentol to and shall not be apowed to dry out. Bare root stock shall be separated and heeted-in, In approval of the Landscape Architect or City. necessary for completing all work, as indicated on the drawings, as reasonably, most earth or other suitable material until planting. Belied and burlapped plants B. No material or methods shall affect the landscape panting or hydroseed implied, or as delineated in the Specifications as follows. shall have root boll covered with moist sawdust, wood chips or other suitable material D. AN plant material delivered to the site showing 9" of domoge or disease or germination. No material or method shall render the job site unusable for until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application. 1.02 Standards: accepted and will be replaced at Contractor's expense. 2.02 k»taffation: 6.05 Non-Selective herbicides: AN work and materials shah comply with governing codes. safety orders. standards. E. 5zes of Plants - Shan be as *toted on the Plan. Container stock (1-gallon, and regulations, and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areae shall be performed by Contractor gallon, and 15-gallon) shall have been grown in containers for at Wast one (1) Non-selective contact herbicide and/or non-selective systemic herbicides (as For Public Work* Construction (Green Book) latest edition. and approved by the Landscape Architect and City prior to planting. year, but not over two (2) years. recommended by the Peet Control Adviser) 1.03 Quality Assurance•. Soil excavated from panting holes a" be amended to backfill around trees and F. Subst - Substitutions for indicated plant material will be permitted 6.06 Sellective Herbicides- shrubs using the following mixture: provided the substitute materials are approved in advance by the City, and A. AN Contractors performi^9 Site Development wok, must be licensed In aro made at no additional cost to the City. Except for authorized variations, motive Pro-ernergent haWfeldee Do^pa"ble wRA sem ^firm (es recommended by accordance with the lows of the State of California. Native, On-Site Soil with rock no greater than r in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor) Gro Power Pius, 5-3-1 15 Nos/cy specifications. Is. Contractor shall provide the Landscape Architect and the City with a Net of Iron Sulfate 2 lbs/cy 6.07 Weed Eradication: Subcontractors and Material Suppliers expected to be employed during the G. Plants Not Aap>. - Plants not approved are to be removed from site course of construction. (To be used for bidding purposes only, verify with Agronomic Sofa Test.) Nin the opinion of the Pest Control Advisor, premoval grasses tried weeds ex Pas In immediately and replaced with suitable plants. The City reserves the right to reject entire lots of plants represented by defected samples. the plating areas will squire control prior to removal, spray these areas per Pest C. Contractor shell obtain and Keep in force Public Liabkl'tr y and Property After backflling, construct a 3' earthen berm to form watering basin around each Control Advisor's recommendations. Damage Insurance, during entire course of the Construction Contract. The plant, to allow thorough water-in and establishment. H. Stake on trees, as per details immediately after planting to prevent wind amount of insurance shall be determined by City. damage. A. Prior to the install°tion of the irrigation system remove and dear all weeds Prior to installation of turf and ground cover, remove water eosins from around trees and deleterious materials from panting areas. D. Prior to start of site development work, the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. I. Pkat trees that are to be located in bean or ground cover areas after finish Landscape Architect and City to give starting and completion dates. grades are first astabiished and allow at least 7 calendar days prior to Allow herbicide to IfNI all weeds. Rake ler has off all dead weeds to o depth of Contractor shall also supply the Landscape Architect and City with the name PART 3 - SOIL PREPARATION AND FMNSH GRADING installation of said lawns or ground cover to provide for thorough watering 1' - 2' below the surface of the soil. Physically remove all weeds from the site. and telephone number of the person in charge of the work. of trees. NI planting holes shall be excavated as defined on appropriate 3.01 Scope of Work: details. PART 7 - LANDSCAPE MAINTENANCE 1.04 Responsitif"ve and Coordination: A. Provide all materials and equlpmernt, and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work: A. Permits: The Contractor shall obtain and pay for aN permits and inspections incidental to the sal preparation and finish grading of all planting and lawn required by governing authorities for the work to be performed. areas as shown on plans, as reasonably implied, or as delineated in the Soil amendments shah be as recommended in the Agronomic sorts report Provide oN materials, labor and equipment necessary for, or incidental to, perfom►inq specifications. all maintenance requirements as reasonably implied or as delineated in the B. Existing Conditions: The Contractor shall verify all conditions and 4.04 Trees Stakes: specifications including, but not limited to the following: dimensions shown on the plans at the site prior to commencement of any B. Furnishing. placement and groding, of topsoil for bockfiRing of planters it work under this contract. The Contractor shall verify the location and depth required. Tree stakes shah be lodge pole one tree stakes. See tree staking detail on plans for Maintain all plants and panted areas. of all underground utilities prior to start of work. further information. Keep planted areas free of weeds and debris. C. Cleaning and finish grading of planters areas and planting areas. Prune trees and shrubs. C. Temporary Utilities: The Contractor shoN apply for and pay aN cost incurred PART 5 - GROUND COVER AND BEDDING PLANTS Fertilized all planta and panted areas. for all temporary utilities such as water, electrical power and gas as required 3.02 Topsoil. irrigation. by him for the construction of the project. Temporary services shall be 5.01 Scope of Work: Insecticide spraying. coordinated with the City and other contractors on the job site. A. Existing on-site soft listed as 'acceptable' under 'Site Grading' specification. D. Survey, Reference Pointe, and Elevationmble s: The Contractor is responafor B. repeal imported to site for use as fill, backfill in planters and mounding, Provide all materials and equipment and perform all work necessary for and 7.02 Fertilizersincidental to installing all ground cover and bedding plants, as shown on plans, a, establishing all surveys, reference points and elevations required by him, and shafl be sandy textured. Sit plus, clay content of this soil shall be no greater reasonably implied, in A. Corr►rnerciai fert}Hth zers o an anafysle of 5-3-1-Gro-Power Plus, and 12-6-8 shown on plans for proper execution of site construction. than 15% by weight. The boron content of this soil ontal l shall be no greater than 1 or delineaten the specifications. Gro-Power Controlled Release Nitrogen, as designated herein, or approved part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro E. Traffic: The Contractor is responsible for aN temporary traffic barriers and absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. 5.02 Bedding Plants: Power (909) 393-3744. detours required by him for the construction of the project. All temporary In order to ensure conformance, samples of the imported soil shall be Perennials and Annuaf*. Provide container from a zed traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory, approved by the project fart ty ¢°� Plarrti rnco9^m B. Ammonium Sulfate: Granular form containing not lees than 21% nitrogen and City or governing authorities. Landscape Architect for anolysis prior to use. Result of testing to be delivered nursery, and of the species enol variety shown on pons. 24% sulfur and shall be registered as an agricultural miner, with the State to City for approval. Soil test to include analysis and recommendations. 5.03 Ground Cover: Department of Agriculture in compliance with Article 2 - 'Fertilizer Materials,' 1.05 Defective and Unauthorized Work: Section 1030 of the Agricultural Code. 3.03 Sof Amendments: Ground Cover. Provide ground cover of ft spec shown on plans. Ground cover AN work which >s determined by Inspection to be defective in uta construction or shall be established and well rooted in Hata or similar containers. 7.03 General: deficient la any of the requirements of the plans and specifications, shall be remedied An sof amendments shaPl be as specified in the Agronomic Suitability/Fertility soils or removed, and replaced by the Contractor at his own expense in a manner report furnished by the Contractor 504 Mulch: Maintenance shall start knrnedfately after landscape lrrlgo". all planting. acceptable to the Landscape Architect and City. 3.04 Sal Preparation:1.06 Inspections Mulch: Shan be of compacted wood chip fiber. Maintain ail paints and planted areas an o continuous basis as they are Installed AN work on irrigarfM system shah be oompfete and inspected for recommended during the progress of the work, and continue to maintain them until final acceptance The Contractor shall orronge for inspections by notifying the Landscape Architect, City approval and, fine groding completed, prior to rototilling and prior to soil 5.05 Coordination: of total project. Replace any dead or dying plants as directed by the Landscape and governing authorities, 24 hours prior to time of inspection, unless otherwise amendment work. Architect and City representative. noted. Inspections shall be as Wed below, but not necessarily in this order. Only A pl not hove planta alis del d to the job site until site conditions are ready far P� pertaining P 1 Pe pply: gh gra prepare planting by planting. M planting is delayed, seep plant roots moist and place in o A. Irrigation: on an estabnst to maintain the inspectionto the project ace of work will o After rough des have been establtshed, all town and areas gat Operate inigation system program sheltered location protected from the sun, wind and other damaging all plants and anted areas in a condition. Irri ation em run-off tilting or crone ripping to a depth of 12'. NI rock and debris more than 2' in P planted Y 9 >� elements. shall be kept to a minimum. Dam to irrigation em resulting from Rough Grading. diameter shall be removed from the site, except for areas that ore to be sodded, in Pt Damage 9 slit 9 Drain Lines and Catch Basins. which all rock and debris more than 1' in diameter shall be removed. maintenance and equipment and/or maintenance personnel, shall be B. Sof preparation and fine grading shah be completed and trees and shrubs restored to its original condition at no cost to the City. Failure of of irrigations (man line pressure, coverage d: system operations test). D^g 'h' s,"1' � installed prior to bedding plants and ground cover planting. the irrigation em shall be brow to the attention of the City. No repairs Soil Preparation enol Finish Grading. Appy , spread, and rototn in on sof amendments as recommended to a depth of 6'. g� >� 9th ity ' Plant Materia (delivery & placement). Water area thoroughly after rototining is complete. Incorporate evenly into the top 4' other than emergency repairs shall be occomplished without written Substantial Completion Inspection (at compfetion of landscape improvements) to 6' the following for each 1,000 square feet of planting area: 5.06 emanation. permission from the City. - 7 Days. Final Inspection (after maintenance period) - 7 days. 4 cubic yards of nitrofized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on pons. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating 200 lbs. of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days. The contractor shall anronge a Preconstruetion job conference with the Landscape Each plant shall be planted with its proportionate amount of son so as to minimize City ( ) � P • g q� root disturbance. Soil moisture shall be such that soil does not crumble when The Contractor m elect to remove such concentrations of weeds or an Architect enol C' a minimum of seven 7 ran to the renin work. The above sof condition' ole m;rmimol les and shook! be used for may ^ta^UO�' � bidding purpose, because soil conditions may change drastically from the time these removing plants from container. approved herbicide program. 1.07 Guororfiew specifications were developed to the time the actual soil conditioning take place. R de rater areas offer to restore smooth finish oral to insure Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every "ro Pb Ping. grade C. Pest Control: Spray aN Plants and planted oreas at beginning of mvintenanee A. Plant Materials AN trees, shrubs, ground cover; bedding plants and lawn 25,000 square feet of planted area. These sol tests shall be conducted by an proper surface drainage. A 4' layer of mulch material shall be spread over the entire program and as may become necessary thereafter by an approved method of shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved by the project Landscape planter area after grade is established. Watering shall begin immediately after pest control, to keep all plants and planted areas free of insects and disease. for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching. (Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control Trees 24' box 3 larger 1 year job conference. 5.07 Protection: shall include Gopher control. Trees 15 gal. 6k smaller 1 year 3.05 Finish Grading: D. Pruning: Prune aN plants as designated and directed by Landscape Architect, Shrubs AN sizes 120 days Erect temporary fencing or barriers to protect planted oreaa from damage Prior to at start of maintenance program and continue to prune plants as directed or Ground Cover 120 After rototill are areas to establish finish for final acceptance. as m become necessary until the end of the maintenance ram. DIAL Tell l� days mg operotiorma complete, grad! grades may ry program. Bedding Plant 120 days planting. All flow Ones shall be maintained and proper tolerances shall be met after ~ Lawn (sod) 120 days settlement at the end of the project maintenance period. PART 6 . WEED ABATEMENT ~ Lown (seed) 120 days from first mowing growth trash weekly. Edge ground cover to keep in bounds enol trim top ` Q e *. 1-°00-227-2600 as necessaryto achieve and overon even appearance. Exterminate 10 AT LOW iwo Dire Finish grading shot leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles; repair damage. ate elOMYMDID Guarantees begin after the project acceptance by City and at the and of the grade change. r o 3 I o 1 mr weeao�ALM ser*mmfEwf oto o m 160-day maintenance period. Landscape Contractor shall replace and pant Provide all material, equipment, and labor necessary to perform an work as Indicated PART 8 - ACCEPTANCE OF PROJECT exP' ��` oN materials which have died within the time span stated above, at no cost 3.06 Coordination: on plans, as reasonably implied, and as delineated in the specifications. and within 5 days from receiving written notice from the Landscape Architect 8.01 General: or City. If dead material is not replaced and panted within the 5 day Meed aboternent wort shell be coordinated with the kataf ollon of the irrigation 6.02 Quality Assurance: \ Period, City may replace dead material with new material and charge the system rototilling and soil amendment work, and planting. (See Weed Abatement Upon corrfpleft of installation, a nrdrtenonce period of a minimum of 160 days for A. The Applicator of aN weed corthol materials shall be Ncenaed the State of Landscape Contractor for all expenses incurred. section). MP � all landscaped areas is required prior to final acceptance of the work by the City. The California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written B. Construction Materials: The contractor shall guarantee all wo tranship and PART 4 - TREES AND SHRUBS any subcontractor licenses that are required. approval for all phases of panting installation by the City Public Works Inspector. materials for all site development, for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and acceptance of project. 4.01 Scope of Work: B. AN materials and methods must conform to Federal, State, and Local establishment. Regulations. 1.06 Material and Labor Releases: ProyMe aN material, equkrment. and labor necessary to hot oN aN trees end shrubs as A. Two inspections swan be mode that affect the e*tabfrshment period: The fast shown on plans, as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely ireaffed in order to approve the Upon completion of the work, the Contractor shots prose, to the City signed copies of beginning of the establishment period, and the second at the end of the all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 pre Prior to the installation of my weed control materials, the Landscape Contractor shall then day period, due to defective maintenance, en continue establishment until DESCRIPTION OF REVISION DATE APPROVED: 1.09 Disposal and Clean-up: A. - Plant names k4leated on the drawings contour the 'Standard all work meets with the Specifications and can be approved. submit to the Landscape ArcMtect/City a list of the weed control materials and Plant Names established by the American Js,, Committee on Horticulture. quantities per ocre intended for use in controlling the weed types prevalent and CITY 0 F RANCHO C U CAM 0 N GA Remove oN waste materiae* ('including excavated material classified as unacceptable Except for names covered therein, the established custom of the nursery is B. At termination of estabRshme, period aN plant material shoes be Nve, expected on the site, as supplied by the Pe*t Control Advisor. Pest Control Advisor undamaged, free of infestation. Inferior retire shoe be sal material), trash and debris generated or encountered during the course of followed. MDlthy, aged plantings shall furnish the Landscape Contractor enol Landscape Architect and City data to laced and brought to a satisfactory condition before final acceptance of landscape construction, and legally dispose of it. During the course of the work, replaced 9 ry � remove surplus materials from the site and leave remises in a neat and clean _ demonstrate the compatibility of the weed control materials and methods with the work will be made. All areas shall be neat raked and free of weeds. rDl P B. Plant Shan be symmehicd, typical for variety and species, sound, h condition. Clean u and remove all remaining debris and surplus materials u intended planting and seed varieties present. PLANTING SPE(�I f I C AT I O N S P 9 rP PDr healthy, vigorous, free from paint disease, insect pests, or their eggs, and shall completion of work, leaving the premises neat and clean. The site shall be cleaned have healthy, normal root systems, well-fining their container, buy not to the upon the request of the inspector. pant of being root bound. Plants shall not be pruned at anytime, and in no *hail trees be tapped. BASE LINE ROAD S SOUTH SIDE OF BASE EINE RD. BETWEEN ETIWANDA AVE. AND VICTORIA PARK LANE TRACT #15947 & 15948 APP ROM W. WE. CRY ENGINM ME. 24953 DESIGN PLAN PREPARED BY: MMENDED f !. I111wn11a G 92M Df k" Sea•) no-am SHEEF 7y 1, ro(ae) see--Mar 'r .R... .. ._ rrn�R aMwsl�eN.n�k �_ OF�_ CHECKED )SKI i1M1 DMWNG N0. R.C.E. NO DATE eVo FN.B NO 1722-L PROJECT SHEET NO. OF