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DEVELOPER/OWNER AIR% e% LANDS. CAPE ARUHITECTURAL PLANO BARRAT AMERICAN, INC. 13316 TRACT Nu 2035 CORTE DEL NODAL, 0160 ■ CARLSBAD, CA 92009 ALMOND STREET RETENTION BASIN ( LOT A - SPILLWAY ONLY) (160) 431 -0800 ARCHIBALD AVE CARRARI STREET LANDSCAPE MAINTENANCE DISTRICT NO , 1 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L - 1 COVER LA COL UMA DR DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L -2 IRRIGATION PLAN (ALMOND STREET) 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L -3 IRRIGATION PLAN (ARCH I BAL D AVE) Q 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL OQHRMO IST L -4 IRRIGATION PLAN (CARRARI STREET) FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L -5 IRRIGATION DETAILS Q HAVE BEEN APPROVED BY THE CITY ENGINEER. L -ro IRRIGATION DETAILS g 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L -1 IRRIGATION SPECS 0 WIDE FLAT AREA AT THE TOE OF SLOPE. Q 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L -8 PLANTING PLAN (ALMOND STREET) W(ILSOM AVCS ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL L -13 PLANTINCA PLAN (ARCH I BAL D AVE) CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L - ISL/ PL�►NTING PLAN (CARRARI STREET) OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW REPAIRS, ERTILIZING REPLACEMENT,CLEANING AND ADJUSTINGPLYING SUCH SPRAYS AS ARE NECESSARY TOARY KEEPOTHE ROPER IRR IRRIGATION CARE SYSTAND EM UPKEEP. GOOD WORKING ORDER WITH PROPERALL L - 11 PLANTING DETAILS COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L - 12 DETENTION BASIN SPILLWAY DETAILING LENOM AVE 'o- APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. PL ANT ING SPECS 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: t BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, N.T.S. PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: + PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. MAINTENANCE RESPONSIBILITY MAP + ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. CONSULTANTS • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE QUANTITIES LANDSCAPE ARCHRECT 3612 MISSION INN AVE RIVERSIDE. CALIFORNIA ���'ND4r�' N ALMOND STREET L ANTE( ENGINEERING HLU8/I- ® TOTAL ACRES IN Rau: ®.n AC. �05� A�/EN I D A ENC(NAS 2 30 92501 ''�:� , ® TOTAL SQUARE FOOTAGE: 1313 SOFT. Q Q /� ® TOTAL TRAIL AREA: ® SQFT. CARLSBAD, CA J2SL�/�SL/S �� � (909) 781-1930 ® � TOTAL TRAIL FENCNG: ®' E I s \P TOTAL 14ARDSCAPE/SIDEWALK AREA: 3225 SOFT. (-I ro 0) 931 - 1000 :.K. s UC. , 1512 rq, NM Ly TOTAL NON-TURF LANDSCAPE AREA: 4088 SOFT. L _ f OF CAV t ® c) TOTAL SHRUBS BY SIZE: 48 - 5 GAL. J1N1PERU8 C 4WNSIS 'SEA GREEN - NCN FAX (909) 686-8091 ® Q 11 - 5 GAL. L.AVANDULA DENTATA - FRENCH LAVANDER cc �I 46 - 5 GAL. MAHONIIA REPENS - CREEPING MAHONIA a 121 - 5 GAL. NANDNA DOMESTICA - HEAVENLY BAMBOO 4 TOTAL VINES BY SIZE, 38 - 5 GAL. PARTHENOCISSUS TRICUSPIDATA - BOSTON IVY HEQD®Mti'IO®DD TOTAL T1tC1=5 BY 51ZE, 14 - >S GAL. QUERCUS ILEX - HOLLY OAK In ARCHIBALD AVE ® ©ROVE TOTAL ACRES N ROWS 0.60 AC. TOTAL SQUARE FOOTAGE: 26,403 SOT-T. TOTAL TRAIL AREA: 16,198 SOFT. ® ® TOTAL TRAIL FENCNG: 10,115' ®� Q TOTAL h1ARDSCAPE/SIDEWALK AREA: 1134 SOFT.TOTAL NON-TURF LANDSCAPEAREA: 8410 SOFT. C1JCA ® TOTAL SHRUBS BY BY SIZE: 268 - 5 GAL. NEMER ICALLIS 1G:ERTRN /01 UDE 0X4% ' - HYI5W0 DAYLILY 99 - 5 GAL. LANTANA 'DWARF 041TE' - NCN O Q NJ ii ilL�I�C�[ILL� W - 5 GAL. MAHONIA REPENS - CREEPNG MAHONIA F 11NU 8 - 5 GAL. ROSEMARS O. 'KEN TAYLOR' - ROSEMARY DESCRIPTION OF REVISION DATE CITY 4 TOTAL VINES BY SIZE: W - 5 GAL. PARTHENOCISSUS TRIC ISPIDATA - BOSTON IVY DROVED: TOTAL TREES BY SIZE: 41 - 15 GAL. PYRUS CALLERYANA 'BRADFORD' - BRADFORD PEAR 10 ° CITY OF RANCHO CUCAMONGA 00 CARRARI STREET ° TOTAL ACRES N ROW: 0" AC, ALMOND STREET LIVID TOTAL SQUARE FOOTAGE: 21,952 SOFT.Ji1A R C H I B A LD AVE LM D TOTAL TRAIL AREA: 10,110 SOFT. �DDC�NI FARRA BUD ��o TOTAL TRAIL FENCING- 6sr rCARRARI STREET Q TOTAL HARDSCAPE/SIDEWALK AREA: 1162 SOFT. TOTAL NON-TURF LANDSCAPE AREA: 4088 SOFT. �rTT H'—� TRACT #13316 $° TOTAL SHRUBS BY SIZE: nG 0 - 5 AL. LAVANDtXA DEN I - FRENCH LAVANDER F�+� RANCHO C U C A M O N G A ®� 51 - 5 GAL. LEUC.OPHYLLUM FRI,ITESCENS 'GREEN CLOUD' - TEXAS RANGER HYBRID ® e9 - 5 GAL. MYOPORUM PARVIFOLIUM - NCN O ) O COVER SHEET 38 - 5 GAL. DODONAEA VISCOSA 'PURPUREA' - PURPLE WOPSEED BUSH 415 - 5 GAL. HEMEROCALLIS 'GERTRUDE CONIDON' - HYBRID DAYLILY APPROVED BY: DATE: TOTAL VMS BY SIZE: 49 - S GAL. PARTHENOCISSUS TRICUSPIDATA - BOSTON IVY CITY ENGINEER/2 RCE: 24953 TOTAL TREES BY SIZE: 22 - 15 GAL. CINNAMOMUM CAMP' OR - CAMPHOR TIME DESIGN PLAN PREPARED BY: RECOMMENPED 3812 MISSION INN AVE RETENTION BASIN SPILLWAY U .M RIVERSIDE CALIf'ORNIA SHEET 92501 (� TOTAL HARDSGAF'E AREA: 4443 BQFT. .SOMI:.o*. UC. rel-1930 N.T.S. IFA (Wg) ruw�►a.. i<Ax (909) e0e-9091 of CHECKED R.LA. NO DRAWING NO. DATE FILE NO 17010-L i WE TWE FOLLOWINIG CONTRACTOR SHALL MAKE POINT OF CONNECTION AT NEW IRRIGATION PLAN - SHEET L-2 1t-2" WATER METER BY OWNER INSTALL 1'%" REDUCEDRETENTION BASIN PLANTING PLAN - SHEET L-8 PRESSURE BACKFLOW PREVENTER PER IRRIGATION LEGEND SEE DETAIL 51-1 SHEET L-5. EXTEND MAINLINE TO VALVES, fi f I AS SHOWN. CONTRACTOR COORDINATE WITH CCWD FOR METER f COSTS AND INSTALLATION PROCEDURE. PEAK IRRIGATION DEMAND 32 GPM lu REGULATED STATIC WATER PRESSURE 99 PSI SYSTEM DESIGN PRESSURE 30 PSI ALMOND STREET I Q - 918 SF. vRlve 2588 SF. 918 SF. - 91d S.F.SF. 32 1�' �. �,_ � 32 I!�' k O EX. b" CCIW WATER MAIN p 0UMMERHtu T ALMOND 5TfREET k AIDDEN FARM ROAD 4 — 2 F } t, :, z l 7 L y IL OV4 R-P Tr - - 10 F 4 6 { 34 jI 34, ,f tJ. i I i I 35. i AUTOMATIC IRRIGATION CALSENSE CONTROLLER PER LEGEND AND INSTALL PER CITY STD DETAIL 522 SHT. L-5. COORDINATE LOCATION OF CONTROLLER WITH CITY'S REPRESENTATIVE PRIOR TO INSTALLATION. ELECTRICAL METER AND INSTALLATION BY S.G.E. PAID FOR BY OUI NER. CONTRACTOR SHALL PROVIDE 120 VOLT POWER STUB CONDUIT AND GROUND CONTROLLER WITH A 5/8" BY 8' PER DETAIL COPPER- GROUND OPPERGROUND ROD. PRESSURE CALCULATIONS— P.O.C. 'B' Water Meter # - Size 1 1/2" Static Pressure High 106 PSI Low 96 PSI EQUIPMENT LEGEND Source of Information RICHARD OAXACA - CCWD SLEE1/INC� CI`-TART Date of Information 3/17/98 Phone Number 909.987.2591 .ANt SYMBOL MFAGTURER/l'tODEL • SIZE DETAIL NOTES SLEEVE PIPE SIZE • WIRES HGL Mean Elevation 2384' ZONE 6 n IRRIGATION WATER METERS - VERIFY M TWE FIELD 11/2" PER (3) 1 1/4" SLEEVE 1/2" PIPE 1-4 Water Meter Elevation 2140' 8 FEBCO BA00-LOW WIT 025-Y-5V(INSTALL IN STRONG Box OBSC-45AL ENCLO&JW) 1 1/2" 511 /L-5 _ I V!"SLEEVE 3/4" PIPE 5-0 2' SLEEVE I" PIPE 16-24 (N►/ WATTS SERIES 403-RT-RW GATE VALVE LINE SIZE 518/L-5 2 1/2"SLEEVE 1 1/4"PIPE 26-34 Elevation Difference 244 x 0.433 = 106 PSI 3' SLEEVE 1 1/2" PIPE 35-49 Q RAINBIRD 33 DNP SERIES GUIGC COUPLING VALVE 1. 535 /L-6 b' SLEEVE 2"-2 IR" PIPE 6D Remote Control Valve # B-2 Size 1 1/2" 6" SLEEVE 3" PIPE W-94 Maximum Demand 32 g RAINBIRD EPB-CP-PRS REMOTE CONTROL VALVE PLAN SIZE 520 /L-5 6' SLEEVE 4" PIPE 95-II0 Elevation of 524/522 Highest Head 217 DIOW AN 6' 8EM5E ETI-6- R-TP-I-TP-IID, OW FbRf GALSB�fSE MODELANT-I N6TALL B STA. CII 8• SLEEVE 6" PIPE LER IN 'STROW3 B°"'NW.4-0 IAQE MODEL NO.6e-24e&120V L-5 Ot . Size Item P.S.I. Loss ® SUPERIOR 300 N/O MASTER VALVE 1 1/2" 516 /L-5 (2) STATION/CONTROLLER KEY Underground Service Alert 1 1 1/2" Water Meter 2.1 O GALSENSE FLOW SENSOR MODEL FM-1258 I I/4" 516 /L-5 - g STATION'/ 1 1 1/2" R.P. BOCkfIOW Device 12.2 CONTROLLER 1 1 1/2" Master Valve 1.0 Call: TOLL FREE 1 1 1/4" Flow Meter 1.2 .r MAINLINE (2' AND LA1a9ER - CL315) 2" 532 /L-6 o C, A F 1 2" Ball Valve (s) 1.0 SC4 40 IRRIGATION LATERAL LINE PLAN SIZE � 2 1' 1 1"1/2" R.C.V. Assembly 3.0 532 /L-6 1-800 SQUARE 373 2 Main Line 3.17 SC44 40 PVC PIPE /WIRE SLEEVE SEE CHART 533 /L-6 FEET - - Main Line - d, ' N07 SEIOIW OF DIRECT BURIAL CONTROL WIRE •12 GALOMf 10N /•14 GA PILOT - 532 /L-(P422-4133 SIZE 4 2" Lateral Line Loss 0.03 • " FLOW 5 1-114 Lateral Line Loss 0.08 (U CONTROLLER ASSEMBLIES COME ASSEMBLED COMPLETE FROM TWE MANUFACTURER CONTRACTOR 15 REQUIRED TO SET _ (GPM) 77 3/4 Lateral Line Loss 3.96 0 30' 90' 'LONG' SWEEP ELL AND MOUNT PER MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS. Fittings Loss (10%) 3.25 (2) CONTRACTOR TO PROVIDE SHOP DRAWING PRIOR TO INSTALLATION/ TWO WORKING DAYS BEFORE YOU DIG Elevation Change +/-) 15.6 PER MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS. (3) ALL PIPE AND RELATED FITTINGS BETWEEN WATER METER AND BAC"LOIW SHALL BE PER CCWD STANDARDS. Total System Losses: 46.39 Min. PSI to Operate Last Head: 30.00 SPRINKLER LEGEND Total Pressure Required: 76.39 .� CsPM Lowest Static Pressure Available: 96 SY1'180L MANUFACTURER - MODEL NLPIE" rATTERN RADIUS 181 DETAIL IEF FEMARKB 0 H F TO VAN *Residual Pressure: 19.61 0 0 RAMBIRD-1812-SAM-PRS-B Q1.1 VAN 8' 30 26 52 1 .12 539/L-6 d� Pump Boost (If Req'd): N/A CITY Note: Required Residual Water Pressure: 15-20 PSI DESCRIPTION OF REVISION DATE APPROVED:. Contractor shall verify the static pressure and meter size at the point of connection. Any deviation from design criteria shall be brought to the attention of the City. CITY OF RANCHO C U CA M 0 N GA a m •� ALMOND AVE LMD TRACT13316 RANCHO IIUCAMONGA IRRIGATION PLAN O LANDSCAPE ARCHITECT APPROVED BY: DATE: Q _ 3612 MISSION INN AVE CITY ENGINEER RCE: 24953 RIVERSIDE. CALIFORNIA � AND DESIGN PLAN PREPARED BY: RECOMME DED b` yC A 3612 MISSION INN AVE 92501 �aN RIVERSIDE, CALIFORNIA 92501 (909) 781-1930 * �n ioi * DRAWN A .:•»rwor� LIC > 6l2 1930 SHEET R— Doi. •y-�4 pa FAX (909) 889-9091 L-2 of 13 .� REFER TO 5HEET L-7 FOR I RRI &ATI ON SPEC I T I CATI ON5 UC. X1512 OF CA� CHECKED R� NO DRAWING NO. Q FAX (909) 688-8091 DATE FSE NO 7 �0- L RLN HEADS AT 20 P81 EX 6'CCU MAN IA Ado bl4 OF. A� �'�' 312 8F. ■ 29 L5' �' E 125' A1� b48 SF. A3 5mb SF. 645 OF. A� J�RC H I B A L D AVE 18 125 31 ?' r�R ca1� CQ ■ ■ I 6" PIPE SLEEVE 1�10r .. = i � . . . . . . w� w� w� �-� � ` � �� w� � � w� � �` � � � � � � �-^ � � w� � � w- � w� i _ wwr ^-� � w� � � w� � � w� w� / •�L"• 7? z = 1 V -_- -- :s. --Aj'---------------- - ------------ -4-- - f 7 V V z 1# 11 .. v �... r 1 " x- x x - 4" WIRE SLEEVE _ x - - -- _ } 1L 1 t F- - 4 zw -A RLN AT 20 I�'bt ro43 fol 1+� 521 8F. A13 426 SF. A1.4 634 SF. _ _ _ Al r ` 32 ?' _:: - - - 16 125' 554 SF. ■ - IB kT5 AUTOMATIC IRRIGATION CALS SE CONTROLLER PER LEGEND AND S VALVE 0WY - INSTALL PER CITY STD DETAIL522 151-IT. L-5. COORDINATE LOCATION HEADS AT 20 }SSI M j - - - OF CONTROLLER WITH CITY'S PRESENTATIVE PRIOR TO INSTALLATION. 1 ID O OOD D I Y ELECTRICAL METER AND INSTALLATION BY S.C.E. PAID FOR CONTRACTOR SHALL MAKE POINT OF CONNECTION AT NEW BY OWNER CONTRACTOR SHALL PROVIDE 120 VOLT POWER STUB CONDUIT 2" WATER METER BY OWNER. INSTALL 2" REDUCED AND GROUND CONTROLLER WI H A 5/8" BY 8' PER DETAIL COPPER SERE DETAIL 5ACA<FHEOEUU PR VEETER PER IRRIGATION TO LEGEND GROUND ROD. AS SHOWN. CONTRACTOR COORDINATE WITH CCWD FOR METER COSTS AND INSTALLATION PROCEDURE. PEAK IRRIGATION DEMAND 42 GPM STATIC WATER PRESSURE 54 PSI SYSTEM DESIGN PRESSURE 30 PSI ■ >�RCH I BAL D AVE - - on 16" PIPE SLEEVE `«:: b" PIPE SLEEVE _ � � w� � wa � � � � � � � � � � � � � am• - Z. � Z � � � � - 0- � w� wr � � � � � ��.r.♦ � �� � � � w� w� � � w� • � w� � � � � � � wWw� � � � � �� ����� �������������������������� ��� �.04- .1w� 117 1 7 ==== ===============-=========-- ============_- -========= 1# 1 ______ _________________________ __________Z_= ____ - Z _ _ - IT 147-4 r x- _ 4 WIRE NEVE _ x-. - - --- - -- -- -- -- - - - -- -- 7 4 WIRE SLEEVE - - v SEE SHEET L-4 _._ A10 beo SF. ;; l 554 OF. Al2 631 SF. Al gg CARf�)4RI STFEET 42 ?' 123 2m 125 A� 552 SF. ?• A9 462 S.F. HIDDEN PAf RM ROAD As 53-1 ,8125 SU 1"fEfR HILL ROAD REFER TO SHEET L--T FOR I RR I CHAT I ON SPEC IF I CATIONS. EQUIPMENT LEGEND SYMBOL MANIF'ACTI�ER4-=EL • SIZE DETAIL NOTES a IRRIGATION WATER METERS - VERIFY IN THE FIELD 2" PER CCWD (3) PRESSURE CALCULATIONS (P.O.C. 'A') PRESSURE CALCULATIONS (P.O.C. 'A') Underground Service Alert e TOP OF STREET BOTTOM OF STREET 30" �' FEBCO BAOCROUJ WIT 825-T-BV(INSTALL M STRONG BOX BBBC-48AL ENCIOSUREJ 2" 51l 2-5 #yCIRE WATTS SERIES 403-RT-RW GATE VALVE LINE SIZE 518 /L-5 w - w Coll: TOLL FREE O Water Meter # - Size 2 Water Meter # I Size 2 I • RANBIRD 33 DNP SERIES QUICK COUPLING VALVE 1• 535 /L-6 0 Static Pressure High 60 PSI Low 54 PSI Static Pressure High 60 PS Low 54 PS RAINBIRD EFS-CP-PRS REMOTE CONTROL VALVE PLAN SIZE 520 /L-5 Source of Information RICHARD OAXACA - CCWD Source of Information RICHARD OAXACA - CM 1-800 SENSE ETI-Ib-DR-TP-I-TMnV,V ONE ANTENNA PORT CALSENSE MODEL ANT-1 INSTALL 16 5TA. 522 /524 C1) Phone Number 909.987.2591 Phone Number 909.987.2591 422-4133 LER IN STRT ISOx•ENCLOSURE MODEL NO.65-24WI20V L-5 Date of Information 3/17/98 Date of Information 3/17/98 LANDSCAPE ARCHITECT p1 SUPERIOR 3100 WO MASTER VALVE 2" SI6 /L-5 (2) X12 MISSION INN AVE HGL Mean Elevation 2384' ZONE 6 HGL Mean Elevation 2384' ZONE 6 �= �NDSCq� O CALSENSE FLOW SENSOR MODEL FM-1255 142" SI6 /L-5 . RIVERSIDE. CALIFORMA Water Meter Elevation 2246 Water Meter Elevation 2246 K w µLUe�k q TWO WORKING DAYS BEFORE YOU DIG MAINLINE (2" AND LARGER CL315) 2''y" 532 IL-6 Elevation Difference 138 x 0.433 60 PSI Elevation Difference 138 x 0.433 60 PSI 92501 532 /L-b Remote Control Valve # A2 Size 2" Remote Control Valve # A10 Size 2w f � ce (909) '781-1930 * »:o� SEE THE FOLLOWINCs SHEETS: scH 40 IRRIGATION LATERAL LINE PLAN SIZE Maximum Demand 37 GPM Maximum Demand 42 GPM 7" E � � s � . P SCH 40 PVC PIPE /WIRE SLEEVE SEE CHART 533 /L-b t �. IRRIGATION PLAN - SHEET L-3 ------ Elevation of Highest Head Y260' Elevation of Highest Head 2086' LIC. #1512 TgTF F PLANTING PLAN - SHEET L-� NOT 5NO1 N LF DIRECT BURIAL CONTROL WIRE •12 GA,COMMON /•14 GA PILOT 532 IL-6OF CAV Qty. Size Item P.S.I. Loss 2!Y. Size Item P.S.I. Loss FAX (909) 686-8091 (1) CONTROLLER ASSEMBLIES COME AS5EMBLED COMPLETE FROM THE MANUFACTURER CONTRACTOR 15 REQUIRED TO SET •LONG" SWEEP ELL AND MOUNT PER MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS. 1 2" Water Meter 1.4 1 2" Water Meter 1.4 (2) CONTRACTOR TO PROVIDE SHOP DRAWING PRIOR TO INSTALLATION/ 1 2" R.P. Backflow Device 12.0 1 2" R.P. Backflow Device 12.0 PER MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS. RETENTION BASIN (3) ALL PIPE AND RELATED FITTNGs BETWEEN WATER METER AN7 BAC 17LOW SHALL DE PER COT STANDARDS. 1 2" Master Valve .53 1 2" Master Valve .63 0 1 1 1/2" Flow Meter 1g 1 1 1/2" Flow Meter ,187 1 2" Gate Valve (s) 1.0 4 2" Gate Valve (s) 4.0 SPRINKLER LEGEND 1 2" " R.C.V. Assembly 1.9 1 2" " R.C.V. Assembly 1.85 w 18 2 112 Main Line .068 1465 2 112 Main Line 8.06 O w w s 3/4 Lateral Line Loss .15 3/4 Lateral Line Loss .86 ALMOND STREET SYMBOL MAMPACTURER • MODEL N.115M PATTERN RADIUS PSI GPM DETAIL Pff 1" Lateral Line Loss .23 1" Lateral Line Loss .45 Q H F TQ VAN 1 1/4" Lateral Line Loss .21 1 1/4" Lateral Line Loss .88 , x 539 / L-6 1 1/2" Lateral Line Loss .097 1 1/2" Lateral Line Loss .12 DESCRIPTION OF REVISION DATE APPROVED. MEADOWOOD 0 RANBIRD-1512-SAM-PRS-S PCS BROWN Q 6' 30 Z0 2" Lateral Line Loss .154 2" Lateral Line Loss .19 DRIVE RANBIRD-11511-SAM-PRS-S PCS ORANGE H °' 3O 4m 539 / L-6 Fittings Loss (10�) 1.79 Fittings Loss (10�) 3.36 -2' Elevation Change (+/-) .866 (+) -77.5' Elevation Change (+/-) 34 (+) CITY OF RANCHO CUCAMONGA QPq ® RANBIRD-012-SAM-PRS-15 EST 4xk5 N/A 3m b1 539/L-6 Total System Losses/Goin: 18.85 Total System Losses/Goin: 2.99 539/L-6 Min. PSI to 0 p � Cl � � _p� ® RAIr�1R0-Is12-sAM-PRs-Is SOT 4x3m N/A 3m >Z1 peyote Last Head: 20.00 Min. PSI to Operate Last Head: 30.00 SWMERHILL Qj Totol Pressure Required: 38.85 Total Pressure Required: 32.99ID ARCHIBALD AVE LMD RANSIRD-Ibl2-SAM-PRS-VAN VAN s' .i2 539/L-6 Lowest Static Pressure Available: 54 Lowest Static Pressure Available: 54 TRACT #13316 A VP *Residual Pressure: 15.15 *Residual Pressure: 21.01 RANCHO CUCAMONGA SLEEVNG CHART STATION/CMTROLLER KEY Pump Boost (If Req'd): N/A Pump Boost (If Req'd): N/A IRRIGATION PLA N O HIDDEN FARM ROAD -g@ Note: Required Residual Water Pressure: 15-20psi (min) Note: Required Residual Water Pressure: 15-20psi (min) SLEEVE PIPE SIZE WIRES STATION•/ APPROVED BY: DATE: :W^:,; :J CONTROLLER Contractor shall verify the static pressure and meter size at the point of connection. Contractor shall verify the static pressure and meter size of the point of connection. CITY ENGINEER RCE: 24953 1 1/4" SLED la' PIPE 1-4 Any deviation from design criteria shall be brought to the attention of the City. Any deviation from design criteria shall be brought to the attention of the City. I V2" SLEEVE 3/4• PIPE 5-8 DESIGN PLAN PREPARED BY: RECOMMENDED _ ARRARI STREET 2•SLEEVE 1• PIPE 16-24 1 A SF. 2 Irl" SLEEVE I V4• PIPE 25-34 2 I' CA - - - 3812 WISMON INN AVE 3• SLEEVE 11/2' PIPE 35-49 SQUARE U RIVERSIDE, CALIFORNIA 6' SLEEVE 2-2101' PIPE 50-i's FEET 92501 Q 6' SLEEVE 3' PIPE W-94 VALVE DRAWN L•"..1A►f (909) 781-1930 SHEET �1 i• SLEEVE 4• PIPE 95-110 SIZE I1C. /1512 113 8• SLEEVE 6• PIPE Rte' ""�!' '"`- FAX (909) ON-9091 L-3 of 13 (GPM) O CHECKED _ DATE �� DRAWING NO. 1700- L SEE SHEET L-5 PLACE THIS ROW OF IRRIGATION HEADS TO THE NORTH ■ I I I I I I I I I f I ■ SIDE (UP HILL) OF THE 2' MAINTENANCE BENCH AS SHOWN (TYP.) A- T,r z. t _ - - i 1 i - • 1 .. s - - I 'z - L i i 'ge:�6-r A rA,-,-- R ED LD EZ3 Li L_j ® J 04 — :t 1 f }. �� 1• 1 # 1 17 680 SF. C14 15. c; W62 &Y' G4 = G� �1 C)4 R )4 1 S T i� T 16 15• 25 15' caw Ci I 645 SF. 3115 SF G13 I rIMER 31� SF. -. C.E7 G�D 3100 SF G? 3115 OF. n IZ5 201 ' - 24 ls• s0 I�• 645 SF. G11 L N D ON AVE A C H 15 A L D AVE 1141 SF. G3 wn n°WATER WAIN �i� 3115 OF. 15 IZ5 T2 15' / Z0 l3' CONTRACTOR SHALL MAKE POINT OF CONNECTION AT NEW C) W22 SF. SF. GIS 1 WATER METER BY OWNER. INSTALL 11/2 REDUCED PRESSURE BACKFLOW PREVENTER PER IRRIGATION LEGEND 16 IZ5 Giro 646 SF. SEE DETAIL 51� SHEET L-5 - EXTEND MAINLINE TO VALVES, A5 SI-IOLUN. CONTRACTOR COORDINATE WITH CCWD FOR METER 27 l5' COSTS AND INSTALLATION PROCEDURE. PEAK IRRIGATION DEMAND 21 GPM REGULATED STATIC WATER PRESSURE 86 PSI SYSTEM DESIGN PRESSURE 30 PSI AUTOMATIC IRRIGATION CALSENSE CONTROLLER PER LEGEND AND INSTALL PER CITY STD DETAIL 522 SHT. L-5. COORDINATE LOCATION OF CONTROLLER WITH CITY'S REPRESENTATIVE PRIOR TO INSTALLATION. ELECTRICAL METER AND INSTALLATION BY S.C.E. PAID FOR BY OWNER CONTRACTOR SHALL PROVIDE 120 VOLT POWER STUB CONDUIT AND GROUND CONTROLLER WITH A 5/S" BY S' PER DETAIL COPPER GROUND ROD. EQUIPMENT LEGEND SLEEVIIG CHART PRESSURE CALCULATIONS— P.O.C. SYMBOL M,0&FACTURES1/MMEL ' SIZE DETAIL NOTES SLEEVE PIPE SIZE WIRES 1 1/4. SLEEVE 1/2' PIPE 1-4 Water Meter # - Size 1' a IRRIGATION WATER METERS - VERIFY IN TWE FIELD 1' PER CCWD (3) 1 I/2' SLEEVE 3/4 PIPE 5-i 8 FEBCO BAGTfftOW WIT 075-Y-Bv(INSTALL IN STRONG•Box 98W-415AL ENCLOSURE) 1• 511 /L-5 - 2' SLEEVE I' PIPE 16-24 Static Pressure High 144 PSI Low 133 PSI 2 1/1" SLEEVE: 1 v4' PIPE 25-34 Source of Information RICHARD OAXACA — CCWD a WILKENS 50C WR PW"JRE REGULATOR-FACTORY SET AT 85 PSI 11/4" 519/L-5 3"SLEEVE I I/1' PIPE 35-49 Phone Number 909.987.2591 b' SLEEVE 2-2 Vl' PIPE 50-19 Date of Information 3/17/98 N WATTS SERIES 403-RT-RW GATE VALVE LINE SIZE 518/L-5 b' SLEEVE 3' PIPE •0-94 b' SLEEVE 4' PIPE 96-Ile HGL Mean Elevation 2384' ZONE 6 Q RAINBIRD 33 DNP SERIES GA11ClC COUPLING VALVE 1' 535 /L-6 - 8" SLEEVE i' PIPE Water Meter Elevation 2052' RAINBIRD EFS-GP-PRS REMOTE CONTROL VALVE PLAN SIZE 510 /L-5 - ® INSTALL CONTROLLER IN 'STRONG BOX' ENCLOSURE MODEL NO.55-2455/12 STA L-5 4 f 1) Underground Service Alert Elevation Difference 332 x 0.433 144 PSI SUPERIOR 3100 N/O MASTER VALVE 11/4" 516 /L-5 (2) Remote Control Valve # C5 Size 1-1/2' O CALSEN5E FLOW SENSOR MODEL FM-1255 1' 516 /L-5 , '� Call: TOLL FREE Maximum Demand 27 qpm CD ��0 Elevation of Highest Head 2047' ON WE �1 MAINLINE (2' AND LAIB'•ER - CL315) 2" 532 /L-b SC-4 40 IRRIGATION LATERAL LINE PLAN SIZE 1-800 Ot . Size Item P.S.I. Loss 0 W 6, W 532 /L-b =----_= SCW 40 PVC PIPE /WIRE SLEEVE SEE CWART 533 /L-6 e� 422-4133 1 1' Water Meter 42 1 1' R.P. Backflow Device 12 NOT 5WOU�1 LF DIRECT BURIAL CONTROL WIRE '12 GACOMMON / 14 GA PILOT 532 /L-6 1 1 1/4' Press. Reg. (fall-off) 6.0 (1) CONTROLLER ASSEMBLIE5 DOME ASSEMBLED COMPLETE FROM TWE MANUFACTURER. CONTRACTOR IS REQUIRED TO SET 1 1 1/4 Master Valve .85 'LONG' SWEEP ELL AND MOUNT PER MANUFACTURER'S SPECIFICATIONS Arra DIRECTIONS. TWO WORKING DAYS BEFORE YOU DIG 1 1' Flow Meter 2.2 (2) CONTRACTOR TO PROVIDE SWOP DRAWING PRIOR TO INSTALLATION/ 1 2' Ball Valve (s) 1.00 LANDSCAPE ARCHITECT PER MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS. 1 1 1/2' R.C.V. Assembly 2.85 3812 MISSION INN AVE (3) ALL PIPE AND RELATED FITTINGS BETWEEN WATER METER AND ISACKFLOW SMALL DE PER COM STANDARDS. w 55 2 Main Line .341 �I,�p� - - Main Line - RIVERSIDE. CALIFORNIA N NLUD/ Main Line - SPRINKLER LEGEND 20' 1-1/2' Lateral Line Loss .37 92501 RETENTION BASIN 44' 1 1/4' Lateral Line Loss 45 -� GPM 80' 1' Lateral Line Loss 1. 4@ (909) 781-1930 * >J7/GI Q SYMBOL MANtFAGTlN2ER - F10DEL MFIDER PATTERN RADIUS PSI DETAIL REF REMARKS 170 3/4 Lateral Line Loss 4.02 ..�.o �. Q H F T VAN Fittings Loss (10� 3.62 ` LIC. X1512 k,TgT�..t . •s`� % Q 0 p m RA,INISIRD-11512 -PRS-8 QJ4,VAN 8' 30 39 .19 539 /L-b Elevation Change +/-) 2.17(+) , U1 __ FAX (909) 888-8091 OF CP --► W W � m o� IeAIN1311eD-��-S�-�-� Gt)I,VAN tm' � 39 .l9 .ib- 539 /L_b Total System Losses: 37.67 Min. PSI to Operate Lost Head: 30.00 it29 539 /L•b Q Q Q Vvv ALMOND STREET 0 R°INB1R0-te12-s`u'-PRS-4 V'a1 4 30 Total Pressure Required: 67.67 Lowest Static Pressure Available: 133.00 RAINBIRD-1812-SAM-PRs-B VAN 8' 3m '11312 539 /L-b Pre-Set Regulated Pressure: *87 PSI 9 ' MEADOWOOD m Q '� USE RAMIRO PCS SCREENS WRERE NEEDED. *Residual Pressure: 19.33 0 DRIVE E �t3 Pump Boost (If Req'd): N/A Note: DESCRIPTION OF REVISION DATE clrY 0 Qa STATION/CONTROLLER KEY Required Residual Water Pressure: 15-20psi (min)STATION 4/ �wPRavEo A 3 Z CONTROLLER Contractor shall verify the static pressure and meter size at the point of connection. �/ C +UMMERNIL L Any deviation from design criteria shall be brought to the attention of the City. CITY OF RANCHO C U CA M 0 N GA a \ �► SF. C � � P� Z In >3auA� V G VALVE FEET — CARRARI STREET LMD FLOW TRACT #13316 RIDDEN FARM ROAD ( RANCHO CUCAMONGA IRRIGATION PLAN o � APPROVED BY: DATE: ARRARI STILET CITY ENGINEER RCE: 24953 DESIGN PLAN PREPARED BY: RECOAIM N 3512 MISSION INN AVE SEE THE FOLLOWINGS SHEETS: RIVERSroE CALIFORNIA (909) IRRIGATION PLAN - SHEET L-4 D1�""" &�• (»oe) 5e1-1930 +E�T •s.nr•er• LIC. /1512 PLANTINGS PLAN - SHEET L-10 _. FAX (109) ase-sole L- aF REFER TO 5HFFT L-1 FOR IRRISATION S�'EG 1 F I GAT I ON5 CHECKED i R,L,� ,� DRAWING NO. oI �00 - L aTE � No In STRONG BOX BACKFLOW PREVENTER SBBC-45 AL ASSEMBLY a O ENCLOSURE NIPPLE - TYPICAL g o (4) PLACES 0° zROUND PLASTIC VALVE BOX & \\.W. - — 1>RE7'E — w g COVER ETCHED "IRRIGATION GATE" am (CARSON OR EQUAL) ( � EPDXY FILLEDILKINS PREI S. NIPPLE z WATERPROOF EER TO D REGULATOR. Q FINISH GRADE COWFCTOR OR EQUAL EGEND I 6" THICK X 12" WIDE CONC. MACK _ _ PAD (LENGTH VARIES POO TAIL EXPANSION BRASS WYE STRAINER I PER SIZE/MANUFACTURER) IRRIGATION CONTROLLERLOOP (MM.8,1WITH 60 MESH• LORG) I z SLOPE TO DRAIN AT MINIMUM I =I ((=I I " III=I I� - oD- MONEL SCREEN I -I I I=I I I— BALL VALVE - 1 1/2" OR SMALLER WITH 1=III- •ATERPIROOF ALL I12" FINISH GRADE I I=I I 1=I I I STAINLESS STEEL HANDLE PLASTIC VALVE BOX tCAR80t�1 OR UNION rflRt� co�cTl01�s •III—III—I III—III= EQUAL) WITH PLASTIC INTEGRATED st PVC SLEEVE RESILIENT WEDGE - 2" OR LARGER WITH • ° _ ° • o• o • o 1 I—I I II LOCKING LO. PLACE AT GRADE IRI � REQUIRED FOR GATE VALVE 2 OPERATING NUT TURF AREAS ARID S' ABOVE IN � � ° ° • •' °• ° '•° PIPE THROUGH I-III-Il EPDXY COATED PLANT BLED. -1 ••° •• •• ° 11 11= _z I - _ � - - - - - , CONCRETE PAD �I-III- I I-III= 1 � _ — • —1 I m -III=III III=I VALVE PIG TAL EXPANSION � - — NIPPLE - TYPICAL _I— I LOOP (MM.24• LONG) (2) PLACES � t i0 Z FROM WATER SOURCE 1 � -III-III I I—I I - _ =1 _ SCH 40 PVC MALE I -III=I I III I-III- -II — - II— ADAPTOR -III—III III—I SLUE OD I 909 COMPACTION I -III—I 3" 3" I- W�tEs I I I I I�) •, I REQUIRED I I ;. 1111 = =III=III I I I=I — _III—III—I I I—III— mw �— z 117 Iurm 0011'T'ROL TO METER I ( (- I • SLACK VALVE 11- -� ;• - - - -_ LINE TO SYSTEMS " I—III—I �o'°o:� �o•vo:�I I I=ice PLOW IETER CONCRETE THRUST BLOCK ELBOW —_III—III o o•o• o•o-o III—I §VJW t •AIE PER CCWD STANDARDS TYPICAL (4) PLACES Z am " Fww m I—III—I 1 I=1 11= NffTi € Sas RIGID PIPE AND RELATED FITTINGS SHALL BE PER -III-III nuummSAE 11111111= CUCAMONGA COUNTY WATER DISTRICT STANDARDS. I-III=1 :o eo�s' aoo o �oro•o I III I II I II Ai FLOW ISR am CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO -I I1=III • •ao •°r•�°�� 111-1 NOTES: CONSTRUCTION. -III-�- - - -II-III- 1. INSTALL PER LOCAL CODES. =III-III-III=1 111=III-III=1 109" DISTANCE DOIR TRIEAM OF 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY UP lX7ERRUPTED POPE (SX DIcAU�TER STRUCTURES OR HARDSCAPING. 3/4" WASHED CRUSHED OF FLOW INTER SIZE) 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) AGGREGATE BASE MONORM DISTANCE UPSTREAM OF MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: UNINTERRUPTED PFE 00X DltiFFTER 4. ORIENT UNIT PARALLEL TO STREET. 1 . PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. OF FLOW W[ETElB 5170 2. INSTALL 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 3. INSTALL VALVES VALVES O STRUCTURES OHARDSCAPING. IN BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. DISIMILAR METALS. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND WHEN MAINLINE IS 3" OR LARGER. VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA $ CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA ° APPROVED BY: I O STANDARD PLAN to APPROVED BY: REDUCED PRESSURE STANDARD PLAN '� APPROVED BY: STANDARD PLAN ® FLOWMETER INSTALLATION gig ® BACKFLOW PREVENTER e » VALVE CITY ENGINEER 517 — 3 or smaller 518 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ] CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. �9¢� SHEET 1 OF 1 �C R.C.E. SHEET 1 OF 1 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. TO SPRINKLER - ANGLE PIPE TO 24" STRONG BOX MODEL NO: SPECIFIED DEPTH WITH 45• ELLS SB-24SS/120V STAND ALONE CONTROLLER WITH ANTENNA SCH 40 PVC MALE ADAPTOR N SCH 80 PVC UNION ART 1 AW7'ER4dA PORT "SNAP-TITE" WATERPROOF EPDXY FLLED LOCATED o- CONNECTORS OR EQUAL Q BRASS OR PVC NIPPLE OUT8111DE OF BOX. ELECTRIC CONTROL VALVE ❑ NOTE' ElSTALLATI01 &OCATIOII COAXIAL CABLE Z ENCLOSURE TO BE GROUNDED PER ttttttttttttttttt 0 3 PER CITY AND CALSEWE LttLLLLL tt-ttttt LLLLLLL LLLLLLLLLL LL w g PLASTIC VALVE BOX LOCAL CODE. GROUND ROD TO BE RElPR"FTATWE ttttttt-L-Lott m " " INSTALLED INSIDE ENCLOSURE. ON LLLLLLLLLLLLLLLLL CALtEN6E COWTROUM MARKED IRRIGATION RCV ttttttttttLLttttt Z : CONTROLLER SIDE. MODEL NO. PER P MI S Z - (CARSON OR EQUAL) 00 tt�t� �t`�ttttttt L LLL L .,L LLL LL LLLLLLLLLL g w ETCHED WITH CONTROLLER LLLLLLLLLLLL LLL LLLL a AND VALVE SEQUENCE =TALL CAL>SE1 WTALL COMUL.ETTE Z Q — W/DEEP WP •J' SOX TP "0 _ 6" MIN. FINISH GRADE FINISH 120 VOLT DUPLEX —► CAL.BOME HARM88 GRADE I I I I OUTLET (SCD LANDSCAPE ARCHITECT II I I 3612 II(ISSION INN AVE — "�111=J11D MIN. I I I I 3'-6" X 3'-6" X 6" CONCRETE CALtEi�BE TP-1WALK I—I • • 2� FOOTING INSTALL A MINIMUM OF INS"1=I • . 1 II I • • ° 3" ABOVE GRADE AND SLOPEZ - MOISTURE - • • TOP TO DRAIN AT MINIMUM OF 2X. BOARD RIVERSIDE CALIFORNIA �� �y�, MLUB/r 2 :2 SENSOR �_� •I i (. . III 92501WHERE 00 00 1 II 111= REQU RED °0 II III-III-I I I I III-III=III= PEtD IMIIEi I : 909 781-1930 `-� N =1 II I III—III I I I III-I I I—I I COMMON WIRE/CONTROL WIRES IN ( ) * -- — „ 3" SCH.40 PVC CONDUIT. _ PIG TAIL EXPANSION III—III—I I I I III—III—III 3 I I - " = LIC. #1512 r LOOP (MIN. 24 LONG) OF CPu =1 � I� ATF F Z f BRASS ANGLE 120 VOLT WIRE IN RIGID STEEL c 6" FAX (909) 686-8091 FLOW ( III= VALVE W/UNION TO NPOWER DUIT PS DE OFER CABINET 90 (TMP) ELL 00 - 3" III- 3/4" WASHED 10" 1 s" ENCLOSURE MOUNT all 11io APu Li (• CRUSHED AGGREGATE 0 0•o Z o'�' ANT 1 ANTENNA PORT EPDXY -III aQ' I I I HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF _ ° ° ArQ !,'rp :• b PHOTO ELECTRIC SWITCH FOR SECURITY BOX. IN—I I o p O• Opo• o.• MOTES LIGHT CONTROL AS REQUIRED PER I PER CITY AND CALCENSE REP. SCH 80 PVC NIPPLE PLANS. IL MTALL COWROLLER PER MFA& PR*ITED MTRt1CT1 W AND PER LOCAL III-III-III=I I CODES. LOCATKM TO BE APPROVED IN FIELD BY THE CITY ROPECTOR CONTROL & COMMON WIRESPRIOR TO COMB I TKW � ELECTRIC METER PER SCE CONTROLDESCRIPTION OF REVISION DATE APPorEo- CALSENSE CONTROLLER MODEL NO. I I I L WIRE tE000EWCE TO CORREIIEPOM TO TM PLAW9 DftM@ PER PLANS. '--j SEOLWME OF RETE COWROL VALVES. REFER AT CONTROLLER CITY I 1 0 fC RANCHO CUCAMONGA � INSTALLATION STD. � S. MM ONE EXTRA WIRE (COLORNG S ORAE) TO FARTHEST RCV 011 EACH SECURITY LIGHT SRAWM OF THE MAIIlLM FOR FUTURE USE. PIGTAL EACH ORA09M ALMOND STREET LMD TIMER REQUIRED PER (MIRE AT THE EIn�CLASURE. AR CH I B A LD AVE LMD C BRASS NIPPLE--JPIANS. FINISH V SCH 40 PVC SXSXT TEE GRADE 8' GROUND ROD 4. CONMIRR WME TO E WHIITE AID COKMOL WIRE TO W RED LW COLOR. CARRARI STREET LMD PRESSURE SUPPLY LINE " I I I I I I R NO BPLKXB SHALL W MADE AND I TE TRACT �#1 STREET � 2" SCH 40 CONDUIT NOTES: FOR SECURITY LIGHT MIN. CONTROL VALVES. 1 . INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. WIRING. I I •I I• • I I • . STEEL O ONWIREDUIT IN RIGID RANCHO C U C A M O N G A 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. - = LOCAL CODE) L AWT 1 ANT'EMA PORT TO OE CO1SMlECTED TO D101TAL TRIM RADIO 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. I i I=I - - - -_� i j i (g OLORK TT TH CITY YARDS (ENTIRAL CORNER IRRIGATION DETAIL S O 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. I I = - I II I II 1 - - I APPROVED BY: DATE:' O 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND I - a T. ALL ELECTRICAL DEVICE! SHALL BE GROLMED PER LOCAL COOS, CITY ENGINEER RCE: 24953 VALVE NUMBER. l CITY OF RANCHO CUCAMONGA, CALIFORNIA pa CITY OF RANCHO CUCAMONGA, CALIFORNIA as CITY OF RANCHO CUCAMONGA, CALIFORNIA DESIGN PLAN PREPARED 3812 MMON INN AVE �D le APPROVED BY: STANDARD PLAN A APPROVED BY jL APPROVED BY STANDARD PLAN � 92501 RIVERSIDE, CALtP'O IA REMOTE CONTROL VALVE WITH CONTROLLER ENCLOSURE STANDARD PLAN CONTROLLER ASSEMBLY DRAWN t....°... (113109) 781-1930 SHEET m SHUT—OFF VALVE & UNION 520 ® — TYPE A 522 ® INSTALLATION — TYPE A 524 •� °vs° 1" (909) No-am L-5 of_15 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CHECKED DRAWING NO. R.C.E. 24M R.C.E. 24903 '��� SHEET 1 OF 1 SHEET 1 OF 1 R.C.E. SHEET I OF 1 R.LJL NO 0 DATE ME No 1700-L HI-POP SHRUB HEAD BODY SET TO 1/4- ABOVE FINISH GRADE o- w _z g RAIN BIRD 33 DNP WITH PURPLE _ RUBBER CAP - SUPPLY ONE KEY / HARDSCAPING(SEE NOTE 4) PER 12 QCV'S INCLUDING HOSE SWIVELS. STRUCTURE OR — — — HARDSCAPING -I i ° . . FINISH GRADE - INSTALL IN I=III=) I I=) I I III=III= ° PLANTER BED ONLY I I=1 I I=I I F I I=1 I I=II ����� _ 18" MAXIMUM III=III=III -1 I I- III I III III _I _III I III III _I -III-III- II—III N III II I II III _III Fil II I I UI III- p p D D p p D Z _I 11-I I I I 11- o l I III III " I I III I i l o II;I I I= I I=i I I Z M =1 I I IE I I �- -1 I I I E_ I I �- i -III III- w —_— — - -� —__— — N — —� vN I I Ell _ _I i l-III-I -I II III-III- I- CLEAN BACKFILL SEE =I Z CLEAN BACKFILL - SEE SCH 40 BRASS NIPPLE 12" III=III I I I 11-111-11 -� SPECS. FOR MATERIAL. — SPECS. FOR MATERIAL. _ C1490% COMPACTION REQUIRED 90% COMPACTION REQUIRED SCH 40 BRASS 9T ELL -) I I=I I I � 11 —III I o _III II— N _III II— SCH 40 BRASS 90° STREET ELL STAINLESS STEEL ZI SCREW CLAMP I I NON-PRESSURE LATERAL LINE: I I I I PROVIDE 6" MIN. OF SAND Z SCH 40 BRASS NIPPLE - MINIMUM A PLACES = _ SCH. 40 SNAKE PIPE IN BEDDING AND SHADDING 24 LONG 00 - I— TRENCH =III — _ 004 REBAR STAKE _ SCH 80 PVC 90' STREET ELL t24" LONG) -III PRESSURE SUPPLY LINE: -III III I I I I SCH. 40/CL. 315 SNAKE III I I I I PIPE IN TRENCH SCH 40 PVC - _ - � — CONTROL WIRE SLEEVE - SIZE PER PLAN INSTALL MARLEX 90' STREET ELL 90' STREET ELL -III I - - CONTROL WIRES - BUNDLE _ -III I III ADJACENT TO PRESSURE N AND TAPE AT 15' O.C. AND iv — SUPPLY LINE NON-PRESSURE MARLEX 90' STREET ELL I III _ _ _ _ I I I INSTALL ADJACENT TO I III LATERAL FITTING III I I ( I ( PRESSURE SUPPLY LINE -I I NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE III 111- I I I I i I I III III " Ed I F I IEI I I I lEd I I I — PRESSURE SUPPLY LINE III III I I I I _ SLEEVE - SIZE TWICE TYPICAL (2) PLACES , I 6" TYP PROVIDE 6 MIN. OF SAND I IF Fl II- DIAMETER OF PRESSURE ANTI-DRAIN VALVE AS REQUIRED BEDDING AND SHADDING 6" T,P SUPPLY LINE PRESSURE SUPPLY NOTE: NON-PRESSURESLEEVE LATERAL 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, LIE ICE LINE FITTING AND EDGES OF LAWN. NOTES: DIAMETER OF NON-PRESSURE PRESSURE SUPPLY LINE 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE: 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 3" AND LARGER 24" MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY STANDARD PLAN APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN APPROVED BY: QUICK COUPLING VALVE WITH METAL HI-POP SHRUB SPRAY TYPICAL TRENCHING STANDARD PLAN STAKE — FOR NON—TURF AREAS 535 B 539 532 8 TYPICAL SLEEVING 533 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 11R.C.E. SHEET I OF I R.C.E. SHEET I OF 1 R.C.E. � � _ SHEET 1 OF 1 R.C.E. SHEET 1 OF 1 AUTOMATIC CONTROLLER TO BE CALSENSE E71 WVANTENNA PORT FLOW SENSOR NOTES: d ALL POP-UP TYPE SPRINKLER HEADS INSTALLED N SHIRRS OR GIROUNDCOVER PORT METALLED WITHIN A STRONG BOX (SB)248SA20 VOLT L FLOW SENSOR SHOULD BE INSTALLED M-LINE, ONE AT EACH POC, WITH AREAS WALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4' CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT '10" DIAMETER OF SENSOR-SIZED PIPE UPSTREAM OF FLOW SENSOR AND ABOVE FINISHED GRADE. (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER 05" DIAMETER OF SENSOR -SIZED PIPE DOWNSTREAM, s.g, 1" SENSOR SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL B 10 E NEEDS ' OF 1' PVC UPSTREAM AND 5" OF 1" PVC DOWNSTREAM. NOTE: I ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION LNMTERRUPTED PIPE �/� AREA TO BKs E IRRATED UNLESS OTHERUMSE DESIGNATED ON THE PLANS. OF THE ENCLOSURE TO BE DIRECTED BY A REPRESENTATIVE OF THE 2. FLOW SENSOR SHOULD BE INSTALLED '10' PIPE DIAMETER UPSTREAM OR CITY. CONTROLLER SIZING PER PLAN. DOWNSTREAM OF ANY VALVE,FITTING,METER OR BACKFLOW DEVICE. 10. 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE I WIRES FROM FLOW SENSOR TO CONTROLLER SHOULD CONSIST OF ONE LOCATION SHALL BE PROVIDED BY THE DEVELOPER IT SHALL BE THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP (1) BLACK AND ONE (1) RED STANDARD 014 IRRIGATION VALVE WIRES. RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE 4. FLOW SENSOR SHALL BE HOUSED N A VALVE BOX AS PER STANDARD FOR THE IRRIGATION CONTROLLER ELECTRICAL CONDUCTORS AND ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER CONCRETE HEADER - 1/2" RADIUS CONSTRUCTION DETAIL NO. 516, AND NEAT BRANDED WITH THE LETTERS EXPOSED EDGES AND FINISH PER PLAN METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE ,fg" 2" HIGH 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE DEVELOPER S. COMIECT PER MANPACTURFR'S SPECIFICATIONS. IL INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN M DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER CROSSINGS) MAKE POINT OF C NNECTION "IEDIATELY DOWN STREAM OF EXfSTMG POTABLE WATER METER SWING JOINT AND VALVE ASSEMBLIES. 6" OR 8" COORDINATED AND PAID FOR BY THE DEVELOPER EXTEND NEW TYPE IRRIGATION NOTES FINISH GRADE LANDSCAPE ARCHITECT EE NOTE K COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A REDUCED L THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MIN"M OPERATING PRESSURE 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSEL..F WITH 3612 MISSION INN AVE PRESSURE BACKFLOW PREVENTER (TYPE AND SIZE PER PLAN)WITHIN S AND THE MAXIMUM FLOW DEMAND SHIOUlrI ON THE ON-SITE IRRIGATION ALL GRADE DIFFERENCES LOCATION OF WALLS, RETAMMCs WALLS, ETC. HE SHALL AN ENCLOSURE INSTALL PRESS()RE REGULATOR IF REQUIRED. . °•°•°° CONSTRUCTION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR COORDINATE HIS WORK WITH THE SUB-CONTRACTORS FOR THE LOCATION AND � � RIVERSIDE, CALIFORNIA N H�ue�k 4 TI— I =I I °'°° =III=III=I BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STI�OPIC 8HALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION REPORT ANY THE INSTALLATION OF PIPE SLEEVES TN�UCsH WALLS, UNDER ROADWAYS, PAVING _ _ DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DF:AWINGS AND STRUCTURES, ETC. � III—) I I—) I I= THE ACTUAL PRESSURE READMS AT THE IRRIGATION POINT of CONNECTION TO 92501 N • _ BOX l5B)SBBC - 45 AL ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED THE CITY'S AUTHIORIZED REi'RI~SENTATIVE. � �� -I I I-� PARALLEL TO THE STREET AND SCREENED WITH SHRUM WHENEVER 13. M ADDITION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON THE � = � � • 909 781-1930 n ro+ POSSIBLE DRAWMCGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ( ) ' I ° ;°: _ 2. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED CONTROL. WRE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. .°.°• I II AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED M LIC. X1512 �U5 RE-BAR CONTINUOUSTYPICAL POINTS OF C NWCTION CONSIST OF A NEW WATER METER PLANTING AREAS WHERE POSSIBLE AVOID ANY CONFLICTS BETWEEN THE � e� "NLESS OTHERWISE INSTRUCTED) FOLLOWED BY A PRESSURE REGULATOR OR PUMP (IF REQUIRED), OF CAv -III—III—III- FOLLOWED BY A BACKFLOW PREVR DEVISE,FOLLOWED BY A FLOW 8PRitJlCLER SYSTEM AND ARCHITECTURAL FEATURES. FAX (909) 686-8091 ETRE METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER 3. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND REPRESENTATIVE AND THE CONTRACTOR REGARDING GENERAL REQUIREMENTS I;31 SPECIFICATIONS, MANUFACTURES RECOMMENDATIONS AND LOCAL OF THIS WORK CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. 4. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO N PROTECT UTILITIES AND ANY OTHER LINES OR STRJCTLURES NOT SHOWN ON THESE INSTALL ONE (1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH PLANS, AND 14E IS RESPONSIBLE FOR THE PROTECTION OR/AND ANY DAMAGE TO OF THE MAMLME TO THE FARTHEST REMOTE CONTROL VALVE THESE LIDS OR STRUCTURES. (RCL) SU EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE 5. CONTRACTOR AGREES THAT HE SHALL ASW1E COMPLETE RESPONSIBILITY FOR ENCLOSURE. INSTALL TERMINAL STRIPS M ENCLOSURE FOR IRRIGATION WIRING. JOB SITE CONDITIONS DURING TMCITYE COURSE OF CONSTRUCTION OF THE PROJECT DESCRIPTION OF REVISION DATE MCLUDMG THE SAFETY OF ALL PERSONS AND PROPERTY. THOS REQUIREMENT APPROVED: IRRIGATION SYSTEM IS BASED UPON A MAXIP'xJM OF 2 INCHES OF SHALL APPLY CONTMOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING WATER PER WEEK (GROUNDC•OVER/SPRUBS)APPLIED FOR 8 HOURS QRS AND CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD CITY 01 A NtG4T/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 AND DESIGN PROFESSIONAL HARMLESS FROM ANI' AND ALL LIABILITY, REAL OR CITY OF RANCHO CUCAMONGA E AM ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A ALLEGED, M CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, a NOTES: Tom, EXCEPROFEPT�MGIA5ILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN ALMOND STREET LMD m 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION WHEN VERTICAL OBSTRl1Gr" (FIRE HYDRANTS, STREET LIGHTS, ARCHIBALD AVE LMD JOINTS AT 20'-0" O.C. TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE 6. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN N ON THE DRAWINGS WHEN IT SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE. THE IS OBVIOUS, M THE FIELD THAT OBSTRUCTIONS,GRADE DIFFERENCES, OR C A R R A R I STREET LMD 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER DIFFERENCES M THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN TRACT #13316 GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE CONSIDERED M THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD PRIVATELY-MAINTAINED AREAS. SPRINKLER HEAD ON EACH SIDE OF THE 05STRXTION SO AS TO IBE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. RANCHO CUCAMONGA 3. CONCRETE TO BE 520-C-2500 MIN. PROVIDE PROPER COVERAGE ALL ADJUSTMENTS SHALL BE MADE M THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL 01 AT NO ADDITIONAL COST TO THE CITY. ASSUME RILL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL IRRIGATION DETAILS a COST TO THE CITY. APPROVED BY: DATE: - 0 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND 0IMEN3fON81 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM CITY ENGINEER RCE: 24953 S 40UN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY PERFORMANCE AND TO PREVENT OVER-SPRAY ONTO WALKS, ROADWAYS, AND/OR CITY OF RANCHO CUCAMONGA, CALIF0RNIA WORK ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTIONS I'SERFO GS C AND AS POSSIBLE. THUS SHALL INCLUDE SELECTING THE BEST DESIGN PLAN PREPARED BY: RECOMMEN D jZ ■ APPROVED BY IM"fEDIATELY TO THE CITY. I 3612 MISSION INN AVE � STANDARD PLAN DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND INSTALLATION OFA �J BCONCRETE PRESSURE COMPENSATING NOZZLE SCREEN (PCS) AND TO THROTTLE THE FLOW RIVERSIDE. CALIFORNIA WATER TO THE IRRIGATION PROJECT WILL 13E PROVIDED BY CUCAMONGA HEADER CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH DRAWN 92501 m 534 NTY WATER DISTRICT. STATIC WATER PRESSURES OF 96-146 PSI were L•■•■�••■ (909) 9'61-1930 SHEET CO(, SYSTEM. •aonraor■ UC. #1512 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OBTAINED 3/I�/98 FROM RICHARD OZAKA, ENGINEERING TECHNICIAN WITH ""'�` a"- TAx (909) 686-eo91 L-b of R.C.E. �'��� SHEET 1 OF 1 THE C,Cq�ysA C UNITY WATER DISTRICT. TELEPHONE: (309) 38l-2591. CHECKED R.LA NO DRAWING NO. , �a 1 �OV 0 DATE ILE FNO — L SHT-- o F CITY OF RANGFID CUCA"ONM FLA allft AND IR W.*ATICN SPEC-P ICATI" E. Copper Pipe end Fittings= p L Pipes Type K,hard tempered. L Install the sprinkler heads as designated on the Dra0me . Spiv& heeds to be SPRiN40-ER IRRiGATION SPECIFICAT'I" 2. Fittings: wrought copper,solder joint type. PART 3 - EXECUTION Installed In tile Work shell be equivalent in all respects to itemized. PART I - GENERAL D. Operation and Matntenerece Moruaiss 2. Spacing of heads shell not exesiod the maximum indicated on the Drawings. In no L and deliver to the Ci of 19endno wdthit tan calendar d or 3 Joints shall be soldered with silver solder, 4&% sflver, 0% copper, bN zinc,2411 SAN OBSERVATION OF SITE CONDITIONS case shalt the spacing axe•od the maximum r•commordsd by the manufacturer. 101 DESA�PTION Par* t+J �'�R orgy � prior cadmium, solidus at 1125' F,and liqutdus at 1145' F. 304 TEMPORARY REPAIRS to cominletion of construction, two hard-cover, three ring binders containing the A. Aii scaled del imnstons we• Cand verth Following Informatlonn: F. valves: M�imets The Contractor shall eck an s►zs The Gss ty reserves the right to maks temporary rope" " necessary to keep the sprtncter system A. Scope of Work Provide all labor,matern,materials,traneportattoand services noes"" to Amish dkrarvione and receive approval from the City of Rancho Cucamonge prior to proceeding ege,JwwPmt In operating condition. The exercise of this right by the Ctt,g •hall not reltesve the and Install the Irrigation System as shown on the Drawings and described herein. a. Indlsx sheet which states Contractor's nems, address,andnumber, L Bell Valves (140 and smaller) with Work under this Section. Contractor of Na re•ponslbtirttes under the terns of the guarantee as hereto specified. and which list* each installed equipment and material item Including names 309 EXISTNG TREES B. Standards: All work and material• shell comply with governing codes, safety orders, and addresses of manufactures local representatives. B. Exercise roo ar extreme care a excavating end working near existing trinities. The r neglect. shalt �' a. Ball valves shall be a II5 b SW'bronze wive with tlreadsd ends and shall standards, and regulations, and most the minimum requirements of the Starnderd b. Cato and sheets on material and u Item Installed under be rsspornstble for damages to utilities which are caused by Ms operations « regisct. Check UFera it 4 nscessory !o excavate adjacent to extstiig trees,the Contraeeor shall use all possible care Specifications For Public Works Construction (Gramm Gook) latest edition ihMsect.� equipment be equipped with a steMl•ss steel hnendis existing utilities drawings for existing utility locations. to avoid injury to tree• and tree roots. Excavation in areas Where two (2)Inch and larger roots occur b. Ball valves shall be T- 589, -10 -66 by Nrbco or approved equal. shall be dons hand. All roots two (2) Indus and larger In diameter, direct In the path of C. Geuafamt•e statement a All Ball valve• shall be installed detail. � 9 except � iO? QUALITY ASSt)RANCE s REQtJrt'2ET1ENT8 d Complete operating and maintenance instructions on all major equipment. �' C. Coordinate Installation of sprinkler materiels MekadMg pipe,so timers shalt be no imtsrforsrnee pipe or eonehuit, shall los tureisd under and shall los heavtkj wrapped With burlap to prevent scarring 2. Rb•tltent Gats valve (2" end larger) with utilities or other construction or difficulty In planting trees, shrubs, and ground covers. or excessive drying. Where a ditching machine is run close to trees having roots smeller than two (2) A. Pernifs and Feshe Fees The Contractor ll obtain and pay for any and all permits and an 2. In additionar to the above mentioned maintenance moslo,provide the C4.6 2. Inde• In diameter, the wall of the trench adjacent to the tree shell be hand trimrreeed,making clean out* observations es required. maintenance I with instructions for major and show evidence In D. The Contractor shatI carefulig d»ek all grades to satisfy himself that he may safely proceed through Roots one (1) Inch and larger In diameter "It be pointed with two coats of Tree Seal, or personnel j oqurp 1eik a. Resilient Wedge Gats valves shell be spoxy coated and equipped with a 2 before start! work on the irri stion tee+ I Trenches s acent to toss should be closed within four (24)hour•t and where this N writing to the Ctty of Rancho Cucamonga at the conclusion of the project that this at nut. � 9 � not � twentg ID. Manufacturer's DTrsctforms Manufacturer's directions and detailed drew" shalt be followed service has been rendered Reer � not possible, ahs side of the trench adjacent to the !res *Fall be kept shaded with burlap or canvas. b. Resilient Wedge Gets vslvo• shall be No. 403 RT-1011 as supplied by Watts 3.02 PREPARATION In all tress where the manufacturers of article* treed In tin• Gcxrtraet fLmf dirsetton• pppprr 306 FIELD QUALITY CONTROL c overing points not shown in the Draw" end Spa, E. Equlja m to be Furmlef oc s G All or stest}tltsnt oved sl Coats wlvw shall los tnstell•d detail A. Adjustment of the Syetaf 9 Per A. Physical layout= L The Contractor shell flush and adjust all sprinkler hoods for optimum performance C. Ordinances and Regulations. All local,municipal and state Users,and rules and regulations L Supply u a part of this contract the foliowtng tools: G: Quick i Volvos: and to prevent oversprey onto wake,roadways, and but"& as much as possible. governing or relating to portion of this work are hereby aced into and made a part Core ing L Prior to iretallattoM the Contractor shatf size stake out air pressure supply lines, 2. If It Is determined that adjustments In the irrigation equipment will provide proper and of these Spselficattons, and their provisions shell be carried=the Contractor. a. Two (2)sots of special tools required for r disassemb Mid routing and location of sprinkler Foods' more adequate covers the Contractor shall male ouch a tments for to eorntalnsd in those rfte:attome •hen not los construed to conflict with a of the s�, r#^9 L Quick coupling valves shall haw a braes,taro-piece body designed for working tus gam, gr SPS ny adjusting each typo of sprinkler and valve tied on this project oosu•• of $m P.S.I. piano'� 4d.Iwtmenta may also tnek,de charges In noels sizes end dsgr•ee• of arc •• rsguletions, or roqutremernts of the sem•. However,whom there Specificatione and 0rewings b. Two (2)four-foot valve kegs for operation of rata valves. 2. All layout shall los approved by the Gly of Rancho C.�+eamonga prior to Mstarlettont r can for or dsscrlbo materials, workmanship, or construction or a better qua! higher C. Two (2)kegs for each automatic controller. 2. Quids f valve shell be able with a Ids er sirs and 3. Lowering raised sprinkler heads bg the Contractor shalt be accomplishs*d within ten standard, or larger size than is required bg the above rules and regulation•, the provisions of d, Oris (1)quick coupler key and matching hose swivel for every flus l9)« shalt bci b show on the Draw� SPI B' �� &'PPkJ= (10)days after notification bg the City. these Specifications and Drawings shall take pr•cedomco- fraction thereof of each of ick I valve Installed � type qtr Coup Ing L The irrigation tem shalt los connected to water supply point(.)of edrIse tton at 4. All sprinkler heads shall be set perpendicular to fInthed grad« unless, otherwise D. Explanation of DrawMgss 2. The above mentioned shell be turned over to the Ct at the conclusion of k Backflow Prevention Unitas � in9 doe"tod on the Drawing•. Indicated on Drawings.esNiPm uJ S. Rein Bird EFB-CP-PR8 valves will be set per mamufaeturers spectfteotim so that each L Due to the Scale of the Drew", it to not Ible to indicate all offsets, Rtt the project. Motors final observation can occur,wide x.• that the City has rscstwd L Badkllow prevention unit shall be of sire and type Mcffcatsd on that hrigatton 2. C.mm ctims shall be made at thea ?nets locatiol(s)all on the Drew lateral operates at design pressure. p _ t^g• material must be shown to the City or Rancho Cucamonga. drawing*. Install backflow prevention units M accordance with the Draw • slesKroo, etc., which may be required. The contractor shell carefully investigate the ing Pr 1n90 The Contractor is responsible for minor changes caused bg actual site conditions. structural and finished conditions affecting all of his work and plan his work 1,04 PRODUCT DELIVERY,STORAGE AND HANDLMG IL Test of Irri ion term: accordingly, furnished ouch fitting•,etc,as meg be requtrsd to nest ouch comemlore. 2. tines.framers of backfieerr If be rttear untie shell have a bronzed serwasd boy with b0 G Eloctrtcal Supply= � � kn9s 9emer kJ 9r A. Henkif of PVC and fit! s The Contraetor N cauttoned to exercise cars in handling, nice?moms! screen and •hell los *hnrlar to Mar N00ls ora owed i L The writing at a as shell request the of than G of ltarne#to In Draw are al die amenatic and idicattw of the work to los installed. The � f� �' � presence � s'rg j� � writ at least 48 hexa In advance of testi work shell be installed lm such a manner as to avoid conflicts botuesen the Irrigation load unload and storingPVC and fit! s. All PVC shall los transported In L Electrical conmec�ttons for any and all automatic controller# shall be made to electrical In9 r#9 ten, lana and architectural features. 1�' P� i^9 P� � 3. All pressure mato Hits p►peMdg as lite point l oorrts The end the backflow in.(*)of correction as Indicated on the Drawl • 2. Test all pressure Iirnes under hydrostatic pressure of 1130 pounds per square itch and � planting a vehicle Which a the length of pipe to lis flet *o a• not to *ubjsct It to antler bereding or prsvemntsr shall los Installed es required by local cod•. The Contractor shall wrtAj with point(*) � prow watertight a concentrated external load at any point Any section of pips that has been dented or the local t as to material and lnstailatTon procedures for to start 2. All wex called for on the Drawings bg notes or dstaft such be flrnishsd and Installed dams od Wtll be discarded, and if irtstallsd,shell be r laced With new t t �v�ng � � � 2. Coneetion• eha11 be made at the approximate locarticWo)shown on the Draw". Note- Testing or pressure mato Nies shall occur prior to installation of the electric whether or not •pectficaliy merrtlored In the specifications. 9 replaced piping.n9• of construction. o rt drawing for approval. The Contractor Is responsible for minor changes cause by actual •its conditions. control valves. 3. The Contractor shall not willful Install the Irrigation tem ae shown on the PART 2 - PRODUCTS 1. Chock valves 3.03 METAL-ATION 3. p piping order paved arses shell be tested under hyalrostetic pressure of ISO pounds Draw When it is obvious In� field that obstructions,grade differences,« " per agues• Inch and prows watertight prior to paving. discrepancies In area obvious I the exist that mi not have been considered In L SwMg dwc k valves 2 and smaller shall bat 200 pound WOCs bronze construction A. Trend", 4. Sustain pressure in Imes for not lees then six (6)hours. If looks develop,replace joints with replaceable composition,nsopreme, or rubber dUe and •heli moot or exceed enehnMg and repeat test until entire system is proven watertight enginowing. Such obstructions or difference* should be brought to the attention of L09 SLIMSTITUTIONB Federal Specification WW-v--51D,CIs•s A, T Iv. S. All ostatic tests shall be mads In the of the General Contractor and the Ctty of Rancho Cucamonga. In the event this notification 1• not performed, the ° t Dtg trencFrs straight! end support Pipe continuously on bottom of trench Ley pipe the Ci or Rancho a No pi "it be lled until it has been Contractor shell assume full r fbll for revision necessa A. Ir tie Contract« wishes to suubstttute « materieN f« the or to an even erode. Trenching excavation short follow layout Indicated on the Drawings este � ��� 2. Anti-drelm valves •hall be of heavy duty virgin PVC construction with F_IP.thread end as noted observed,tested, and approved Mpiur writing. materials listed on the Drawings and Specifications,he may do so by providing the Following Inlet and outlet. Internal parts *ha be •taIn s steel and noopra Anti-drain valva 6. Furnish noevoserg force pump and all other toot squ"Wim . 103 &JeMtTTALS information to the City Of Ramd1O Cucamonga for approvals shell be field adjustable against drawout from 5 to 40 foot of head. Anti-drain varve �" 9 2. Provide for a minimum of twenty-four (24)tneFtes cover for an irigetfon (lies t uJF,en the irrigation term 1• cort'plsted,perform a coverers fast In the presence of A. Material list: L Provide a statement indicating the reason for making the substitution. Use a separate shall be similar to the velcon 'ADV' or approved equal. installed under paving or hardscaping. the City of Rancho CAbcamorga to determine if the water coverage for planting areas of of paper for each Item to be submitted N complete and adequate rttoh all materials and perform all work required to L The Contractor shat) ft&Woh the erticiss, equipment,materiels,or specified J. Gomttrot Wiring, Provide for a minimum of twenty-four 124)itd,m cover far all pressure suly lies ppcorrect any inadequacies of coverage clue to dsviatlome from the Drawings, or where by name M the Drawmjs and Specifications. No substrtutlon will los allowed without 2. Provide descriptive catalog literature, performance charts and clow cherts for each t Except as noted otherwise,eomnsetfore botmm the automatic controllers and the of three (3)inches or larger in diameter. the system has been willfully Installed as indicated on the Drawings whom It is prior Written approval by the City of Rancho Cucamonga. Item to be substituted• electric control valve* shall be meds with direct burial copper wire AWG-UF.600 obviously Inadequate, Without bringing this to the attention of the City of Rancho volt. Control wiring Installed In control Wire cordult Within structure•halt be made 4. Provide for a mMtmum of eighteen (I8)incise cover for all press" supply Imes of Cucamonga. This toot shalt be accomplished before any ground cover is planted. 2. Isle materiel Ifs! shalt los sutamttted prior to performing any work. Materiel Ilei 3. Provide tFte ernount of cost savings if tie subst►tuted item N approved with AWG-TW solid copper wtre� Pilot wires shall b• a different color wire for each two and one half l2 !�'J Irndhes or smaller a Upon completion of each phase of Worm the entire "tam "it los tooted and adjusted shell include the mamufacturer,model number,and description of all materiels and automatic controller. Common wire• shall be white with a different color stripe For to moot site requirement•. eqipment to be used. Although manufacturer and oth w Informatton may be Q The City of Rancher Cueemongo shall have the sols responsbfIItg In accepting or rejecting ON each automatic eomtroiler. Install In accordance with valve manufactuw's 5. Provide for a minimum of twelve (a) taches for all non-pressure lines. 301 MANTENANCE different, the following is a guide to proper submittal format. submittal Item as an approved equal to tie equipment and materials listed on the Drawings specifications and wire chart. In no case shall wire size be loss then 94. A The entire irrigation system shall be under full automatic operation for a period of seven 11) and Specifications. 2. Wiring she 11 occ upg the as. trench and she 11 be installed along the same route as 6. Provide for a minimum cover of eighteen (18) Inches for all control wtri e. days prior to arny planting. Item No. Description Manufacturer Model No. pressure supply or lateral Imes wherever possible. d. The City of Ra Cucemongo reserves the right to water or shorten the operation period. I" GUARANTEE 3. Were more than one (1)wire N placed In • uvrch,the wiring shell be taped together 1. More to Gty Standard 12,0 'Trench Repetr" wive► within City streets susceptible to 306 CLEAN-UP I Backflow Preventer Feboo 829-Y-BV at Intervals of fifteen (15) F•oL traffic loads. Cloon-up shall be made as each portion of work progresses. Bahasa and excess dirt shall be removed 2 Automatic Controller Cal*emse ETI-DR A. The guarantee for the hrigation system Shen be made In accordance with the attached form. 4. An •xpamsidm curl shell be provided within those (3)feet of each wire comectim. from the •Ito, all walks and paving shell be bloomed or Washed dour,and any damage sustained on 3 Master valve SUPERIOR 3100 N/O Eloc. Dia. globe valve. The domeral Conditions end &applon9 targ Conditions of those Specifications shall be filed Expansion curl shalt be of sufficient length at each splice a mection at each electric B• Dacclilting' the work of others "It be repaired to its original comdrttor. 4 Etc.Etc.Elc. with the City prior to acceptance of the irrigation "ton. control valve, so that In case of repair, the valve borret may be brought to the 309 FINAL SiTE OSWRVATiON PRiOR TO ACCEPTANCE surface without disesorreL�ti the control Wires. Control Wrreo shell be laid loose t The trenches shall not los baekffilod until all required tests are performed. Trenches Irrigation submittal mast be specific and All items must listed and shall be careful backftllod with the excavated materials approved for backfill A. The Contractor shall operate each system In no entirety for the City of ftmeho Gaoomoige gat apse oomrs, valve, by Q A Dopy of lir Guarantee form shelf los inekided In the operations end maintenance manual. In trench without stress or . wire corcluctor•. � apps 1�' should include solvent,primer,wire, connectors, Vater,boxes, eta No copies of � oornetstirn9 of earth loam, seedy clay, sand,or other approved materials, free from at time of Pinel obexvatton. Any items doomed not acceptable by the Gtyy of Rancho manufacturer's literature (catalogcuts)aro r irod as surxntttal information s D. All optTc-ss •hall be made with Scotch-Lok"3516 Corrector Seating Pecks, Rotrbtrd large clods of earth or stores. DeWitt shall be mechanical compacted M landscaped Gucemorea shell be reworked to the compieto satisfaction of the City of Rancho Cucamonge. •qtr G. That guarantee form •hall be re-typed onto tie Contractor• letterhead end shell contain tits 9 kJ following Information: Snap-Tile wire correc:tor•, or approved equal. Maks only one splits with each area* to a dry density equal to adjacerM undisturbed soil In planting areas. Mackft I will Q The Contractor shall show evidence to the City of Rancho Cucamonga that the City has Corrnoctor *eeiing Pam conform to scant grades withaat dip*,sunken areas,hump* or other surface received all accessories, d-arts, record drawings, and equipment as required before final sits & Equipment or materials Installed or hmtshrd without prior approval of the City of larities. observation can occur. Rancho Cucam s ma be rejected end the Contractor ma be trod to remove GiUARAi�1'EE FOR II@QKsAT10N SYSTEM 6. Field splices between the automatic controller end electric control valves will not los kTe9k' &^9 yg required allowed without prior approval of the City of Rancho Cucamonga. 3JO SITE OSWRVATION SCHEDULE ouch materials from the site at No own expense. We herstay guarantee that the Irrigation system we have Arntshsd and Installed is free from defeets 2. A fir granular material backfill will be Mittally phased on all IInw. No foreign matter In notorials and Workmanship,and the work hes bean completed In accordance with the Drawings K. Automatic Controller: larger then one-half (it) Inch In size will be permitted in the Initial bods ill. A, The Contract« shell be responsible for notIF91mg the City of Rancho Cucemrorg• In advance 4. nodus sApprovap any item,oto he re i ment oruto indicates only that the product « and Specifications, ordinary wear and tear,u u ual abuse, or neglect excepted. We agree to repair for the following observation most",according to the time indte7steds products he Information meet the plop requirements d. the Drawings end Specifications on the « replace any defects in material or workmanship which may develop during the period or one year L Automatic contraller(s)shell be of size and type shoot on the Drawings. 3. fboditg of trenches will be permitted only with approval of the Gty of Rarnehte, L Pro-Job Conference - 1 dogs baste of the Informetlon or salenpi•s submitted. from date of a ncs and also to repair or replace s damage result from the repairing or Cucomomge. �P� sP eP ^'y 9 resulting � in9 2. Pressure supply Iins Installation - 24 hours replacing of such cWocto at no additional costs two the Gtg. Wo shall make such repairs or 2. Final location of automatic eorttroller(s)shell be approved bg the Gty of Rancho 3. Lateral line and sprtnkksr tnstailatton - 24 hours 5. Manufacturer's wsrrantt•s shell not relieve the Contract« of Ms Ifebtntg under the replacoanonts WtthIn a reasonable time, as detsrnired by the City,attar receipt of written notice in Cucamonga. 4. If settlement occurs and subsequemt adjustments M pipe,valves, sprMkrsr heads, lawn, 4. Autonnatic controller ,or - 24 hors guarantee. Such warranties shell only supplement the guarontae. the event of our failure to maks such repair* or replaeermonts within a reasonable two after receipt planting, or other construction are n•caraery the Contractor shell maks all required 5. Control wire installation - 24 hours of written notice from the City,we authorize the City to proceed to have sold repairs or replacements 3. Unless otherwise noted on the Drawings,the 120 volt electrical power to each adjustments without cost to the Cltg. 6. Pressure supply line and lateral line testing - 48 hours made at our expense and we will pay the costs and charges therefore upon demand. automatic controller location is to be furnfol bg others. The final electrical hook-up 1. Coverage test - 48 hogs G Trorching and Maddtll Wrier Pavilgs a Final observation - 1 da PROJECTS U'1D. for Trac! No. 13916 shell be the rsepornsblltty or the Contractor. � Q 1lECORD DRAWRJG& L Tremd,m located under areas at pa's. asphaltic concrete,or concrete will be a W`er'e observations he, bean conducted other than the City of Rem&& Cucamonga,show LOCATION: Almornd fit, Archibald Ave; Urrarl lot, Med fEetsnttexn iseoM Let 'A' installed,*hell be backfilled with•end (a layer fou- (4) inches below the pipe end six evidence In writing of uMnen and by whom these observations Ware Bede. L Electric Centro) valves: lb) inche* above the )and acted in la to 95% compaction, us manual L The Contractor shall provide end kesnp up-to-datae a eomplote record set of bkaellre Pipe eorrep yens co+npo In9 G No sit•observattor will commence without "As-Built" record drawings. The contractor ozelid prints which shalt be corrected dallg,showlm�gg awry change from the original STDs L All electric control valves "If be the seine size and shown on the Drew or mechanical templrng devices. Trenches for piping shall be compacted to squat the shall not call for a sit• visit without "Ao-Muilt" record drawings, without eompioting Drawings and Specifications and the exact Installed locations, alum, and kinds of type compaction of the existing adjacent undfstursoft and •Fan be loft In a firm previously noted corrections, or without preparing the system for sold visit. equipment. Prints For this purpose may be obtained from the city of Rancho ADDRESOMs 2. All electric control velves shall haw a mave rl flow adjustment. unytolding condition. All trenches shorn be left fkash with the adjotmtng grads The Cucamonga at cost. This set of drowtrge shall be kept on the sits and shell be used Contractor •heli set In place, cap and pressure test all piping under paving prior to the only as a record set. 1181 O E: DATE OF ACCEPTANCE: 3. Provide and install one control valve box For each electric control velve. pevi►g work 2. The Contractor shall maks neat and legible notations on the record drayin9 progress M. Control Yefve Boxes= 2. Gem ally,piping under extstIrg wake N dome by Jac king,boring, or hydraulic drfu#WwL sheets datig as the work proceeds, showing the work as actualig Installed. For bei where any, cutting or breaking of sidewalks end/or concrete Is nsconsary, It shalt example, should a piece of equipment los Installed In a locattom that does not match 201 MATERrALe be dons crud replaced by the Contractor as a part of the Contract cost. Permission to L Use 10' x10-3/4" round box for all gate valves. Carson Industries x910-1?B with We plan, the Contractor must indicate that equipment has been relocated In a ephte loch-down cover or • owd I. Extension •Issue shell be PVC with wt or break atdswaks end/or concrete shall los &bt.etnsd from the City of Rancho mariner so a* to match the original ls •• indicated In the Irrigation the A. General: Use new materials of brands and noted on dr specified herein, 9~ Pix a Cnaeamorngo. No hydraulic driving will be permitted under corncrete paving- g �'"boonly types amings, sPwe minimum size of six (b) inches. relocated squip"mm and dimensions will them be transferred to the origins record or approved equals. LANDSCAPE ARCHITECT drawing plan at the proper time. 2. Lbe 9-1/21 x I6" x 11" rectergurer box for all electric control valves. Carson & Awfo Me loads. Standard 120 "Trench llepatr' when withMn " streets susceptible to 3612 MISSION INN AVE SEAL . 3. Before the date of the final observation,the Comtractor shaft transfer an information B. PVC Pressure Main Line Pipe end Fittings= (nduetrim s 1419-1M with groom bolt-down cover « approved squat iron the "record drawing' print* to a septa myler or •holler sylar materiel. L Pressure main line piping For sizes 2" and larger shall be PVC Class 315. 3. Use b" diameter x 8-3/4" round plastic valve box for all quick ting valves. N HLU9,k�'4 Arrangemment• shall los Bede through the city for obtaining said septa mylar « similar * dip p coup D. A•sen+bltes: 11 RIVERSIDE. CALIFORNIA 1A� 4 lar material. All wok shalt be In waterproof India ilk and a lied to the lar Carson Industries bon*-12 vert? groom flex-lock cover « approved equal L lout or sprinkler it attom Imes as indicated on the Dr N diagrammatic. mg sips pp my by 2. Claes 315 pipe shell los node from •n N!!F approved Type I,Garde L PVC � Mx i9 artn9s 9r 92501 a tschntcal made •ss for use on lar material. Such shell be similar conform to ASTM rests specification 01184. All must meet " Install los land various assemblies) In such a manner as to conform with the details c� pan sxpr ly my Pam compound tog sPwe P 4. Use S-0 x 16 x 11 r lar box f« all electric control valves Installed within 4r to those manufactured by Repidograph, Kueffol 4 Esser,or Fabor Castoll. The r irements ve set forth M Federal tficetion P8-22-10, with en a tete • In the Draw". � SPwe Plxopr on-grade landscaped areas. Carson Industries 1419-128 with green bolt-down o 13 V 909 781-1930 . dtmerneions shall be made as to be easily readable even on the final controller chart standard dimension (SDR)(Solvent-weld Pipe). ( ) lees Section C). The original mylar 'record drawing" plan shall be submitted to the Pe cover or approved sexual. 2. Install NO multiple see mblies In plastic Imes. Provide each assembly with kat own wt , : 7 ,outletI * :k�K,.s�'a,,. direst. f Rerncho Cucamonga for approval prior to the compistton of the controller 3. Pressure main lir piping for •fzes 1-V2" and smaller shall be PVC Sdhednale 40 with 5. Use 1D" x i0-V4' round box for all quick eaipitng valves installed wrthM on- _ UC. #1512 s� � '0T`���� solvent welded joints. structure landscaped areas. Carson inckastries No.910-128 with groan look-down 3. Install ell assemblies specified herein In accordance with respective detail. In absence - .`'.. `( I'll .. 4Th cover or approved equal. of detail drawing* or Spectficationo pertaining to specific items required to complete FAX (909) 686-8091 OF CP- 4t The Contractor shall dwAmlom from two (2)pennansnt points of refo once,such as 46 Schedule 40 pipe shall be made from NSF approved Type 1,Grade i PYC compound worts perform such work In accordance With bast standard practice with prior budding corners,•idmatk"so, road intersections, etc,the location of the following conforming to ASTM realm specification OnOb. All pipe must moot requirements as N, Sprinkler Hoods approval of City of Rareche Cucamonga. I items= set Forth M Federal Specification PS-21-10. � L All sprinkler heads shell be of the same size,typo,and deliver fie same rate of 4. PVC pipe and fltt" shalt be thorou clsened of dirt,dust,and moisture before a. Connection to existme water Imes. S. PVC solvent-weld fkttnngs •hall be Schedule 40, n-1 NSF •pprovsd conforming to prsclprtettor With tits dtamelter (or rectus)of throw,pressure, and disctargs es shown instal tion Installation end solvent w ding methods shall be as recommended by the V b. Connection to existing electrical power. ASTM toot procedure 024". on the Drawings and/or specified In those special provisions. pipe and fitting manufacturer. CL c Gats varus. d) d. Routing of sprinkler pressure Imes (dimension max 100' along routing). 6. Solvent cement and primer For PVC solvent-weld pipe abd Mtirrgs shall be of type and 2. Sprag heads shalt have a screw adjustment. S. On PVC to metal connections, the Contractor shall work the metal conrrcttorts fist NO a Sprinkler control vatvm. Installation methods prescribed bg the manufacturer. Teflon tape or approved •quel, shall be used on all threaded PVC to PVC,end on all O F. Routing of control wiring and locations of all splice boxes. & Riser units shell be fabricated In accordance with the details shown on the drawings. threaded PVC to metal joints. Light wrench pressure N all that Is required Where e. Quick coupling valves. 1. Ail PVC pipe must bear the following merkmgs= threaded PvC connections are required,use throAded PVC adepters into which the h Stub-outs for Future commeettons. 4, E Line Cloaranc�Mownipples f« all sprinkle' heads shall be the same sins as the riser opening M the pips may be solvent welded. W L Other rotated equipmenme t as directed bg the Gly of Rancho Cueemorge. a. Manufacturer's na b. Nominal t orsize er body DESCRIPTION OF REVISION DATE C" 5. On corrected« before the date of the Final Reid observation, the Contractor shalt de"ver the C. Schedule olass r cS. All sprinkler heack of the same type shall be the same mamurecturer. APPROyED• encompted d leted septa* to the City oo Cucamonga. Delivery o hf Rancho the d Pressure retire M P.S.I. t All Imes "If have a minimum clearance of six (6)incise from each other and twelveE sepias will not relieve ethe Contractor of the respomslbtlttg or runist" required & NSF (National Sanitation Fou,dattoh)approval O. 616"t (12)inches from lines of other trades, with the exceptl&m of the control wire skmrvo(s) CITY 0 F RANCHO C U CA M 0 N GA Information that may be omitted from the prints. F. Date of extrusion a which "It be installed adjacent two pressors •apply lrns� Ptralle! Ifnes "If not be C L Sleeving under hardseape or paved arses for mainline, lateral lines or control wiring Installed directly over one another. G. Controller Charts: a All Fitt" shall beer the manufacturer's name or trademark,material destgmatlok stns, shell be Schedule 40 P.vG.or approved squat. applicable IPA. schedule and NSF seat of approval. F. Automatic Ceartrofler A•so bkp ALMOND STREET LM D L A•-bulks drew" shall be approved by the CIN of Raisin& Cucee+age before P. vandal Resistant Controller Enclosures Q_ controller charts are prepared. C, PVC Non-Pressure Lateral Lino Pipings Install as per mamufactur•r's instructions. demote control valves shun be connected to ARC H I BALD AVE LM D 2. Provide ore controller dart for each controller ••quartos. L Non burled lateral lune shall be PVC Schedule 40 with sohnent-weld L Controller enclosure shalt be of size and type shoot on the higation Drawings and controller In numerical sequence as shown on the Drawing*. CARRARI STREET LIVID �"''e PiPin9 Irrigation Detail sheen. joint• when M*talled In planting areas. Ge. Nigh voltage Wring for Automatic Controller: 3. The chart shell show the area controlled by the sutometTc controller and Shan los the TRACT 1 13316 2. A bedboard shah be seared to the controller enclosure housing to provide a base RANCHO U CAM 0 N GA anaxlenun size which the controller door will allow. 2. Nen lateral Itrns installed under arses shall be PVC 6ete.dAalo 40 L 120 volt power connection to the automatic controller Shan los provided by tins -P e''e Ph�i^9 Pew f« mounting the automatic sprinkler controller and to offmal strip. 4. The din, is to be a reduced drawing of the actual Installod system. However, In the with solvent welded joint•. Contractor. O 3. A m volt duplex box .hall b. with.n onv�off switch and . m volt 2• electrical 1 .hall c&r,f&r,m to 1oC•) cod.., «di,ences,and ur&r M,thoritres IRRIGATION SPECS ctlom . event the controller sequence Is not legible whom the drawing is reduced, it shall be & Pip• Wall be made from NSF eeppp�xraved, Type I,Grade Ii PVC compound I:onrormting receptacle. Metal conduit she 11 rum from the in volt supply to the controller having j enlarged to a size that will be readable whom reduced. to ASTM resin spedficatlon CO>M. All pipe must moot requirements sot forth In haus . All within the hags shall los sed R Rsmott Control valves= - I t Federal Specification PS-22-10 with an appropriate standard dimereton ratio. Poor ProPa''kJ L Install where shown on tie Dr Where grouped together,allow at least twelve APPROVED BY: - �l�► DATE: ,& -', 0, D. The chart shalt be a black Itre or bkeitrr ozolid print and a dH'ferent color shall be 4. A terminal strip •hell be provided, clearly idtcattng the proper points of correction (11)incise between adjacent verve boxes. Install each remoto control valve In a CITY ENGINEER ,�,(�� 'Zm pze4� RCE: 24953 U) used to Indicate the ares of coverage for each station. 41 Except as noted In paragraphs 1,2,and 3 of this section (ZM),all r•qufrements for of all appropriate wiring (station valves,master valve,common,central control). separate valve box non-prosour• lateral Itne pips and fittings shall be the sans as for solvent-weld DESIGN PUN PREPARED BY: RECOMMENDED b. uhm con feted and approved,the d'art shalt be hermetically sealed between two •ssuro main 11ns t end fitti s as set forth In section 20le of tins Specifications. I. Fkw'-*V of Sgstem= pieces of plastic, each preers being a mtnrnKam 20 mils. � Pipe r#9 SPS Q. Mt.oelfame�aa• irrrgatton Equtpmeni: �� 3s12 ta1sS10N lxx AVE /�'' D. Brass PI end Fitts : L After all now sprinkler pipe ties and risers are In place and connected, all necessary � RIVERSIDE. CALIFORNIA 44 4-1 Pe nos L Refer to the Irrigation Plans For sines and types of miscellaneous irrigation equipment diversion work has been completed,and prior to installation of s*pprrinkler heeds, the 92501 If- 0 Z These chart* shall be ccorloted and approved prior to the final flold observation of control velvss shell be opened and full head of water used to fkuh out the "tem. DRAWN s•"s,s••*" (909) 761-1930 SHEET -0 the irrigation system. L Where indicated on the Drew",use red brave *asWed pipe conFormtrg to Federal 2. All miscellaneous irrigation equipment shell be as specified or approved equal. 2. Sprinkler heads shall be installed only after flus" of the sgstem hes been I •'•"_ °!•'" UC. #1612 Specification IWW-P-3hed 51. accomplisto the complete satisfaction of the city of Rancho J Cucamonga. PLA""_ FAX (909) elle-SM L_7 OF _j,3 O 2. Fittings shall be red brass conforming to Federal Specification %W-P-460. R.LJ1. NO triclor Floods: CHECKED DRAWING N0. i DATE ME NO 1 -700 - L Star I of I I- O fk U t ALMOND STfREET � I� 9 22 ' LL_ iii .... /.. ..�/.. .. ... .. iii /J.. . ... .. ii ii -Ai A- - A' - O 1 1 14 41 31 SECTION A36 32 3 1 33 ,4 334 35 4 00 roacAl. male 1 � + b1T1l901. CO`MM NAME A81SR 41ANtTITY Imm SPACMG REI'IARKS IIIIE'"RENCE Q ERM S ILEX 14 15 GAL 4D' OL. REFER TO DETAIL SM MOLLY OAK SHEET L-11 a a a AMI'VDIF .B C. 'SEA GRE EN' 48 5 GAL 5' OL. PULL t BUSHY PEI ER TO DETAIL SM 4 4 O XCN- SHEET L-11 a ® XANDNA 001E8TICA roO'1PACTA' NO 121 5 GAL 2'-b" OjC. PULL t BUSHY REFER TO DETAIL 5®b a ERCUS ILEX / HOLLY OAK HEAVENLY DAM000 SHEET L-11 Q 4 Q MAHONIA REP" MR 48 5 GAL V OAC. PULL t BUSHY REFER TO DETAIL SM a a CRPEPRYs MAS-IOr11A SHEET L-Il LAVANDULA DENTATA n 5 GAL 3' OG. FULL t BUSHY REFER TO DETAIL 5O6 a AV SHEET L-II D PRENC'.N LANDER A PARTHENOCISSUS TRICUSPIDATA 38 5 GAL 15' OAC. VMS 64MI t ON BACK OF Q BOSTON IVY WALL FOR CLARITY ONLY, Q P. TRICUSPIOATA / TO BE INSTALLED ON STREET SIDE OF WALL. MOTE: BOSTON IVY NANDINA DOMESTICA / I 8" THICK BLOCK WALL CONTRACTOR SHALL CHALK OUTLME OF TREE LOCATIONS, PLANTINGS AREAS AND COBBLE AREAS FOR CITY APPROVAL P}Q10R TO MSTALLATION. HEAVENLY BAMBOO , LAVENOULA DENTATA / FRENCH LAVANDER TfRACT 1331ro PLANTING NOTES ALI**-l0NlD eTfREET _ - I. CONTRACTOR MALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT TO SITE CONDITIONS WHICH - - r FooTm PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REINSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT STREET CURB TRACT PERIMETER WALL (PRIVATE) INSTALLED PER PLAN AND SPECIFICATIONS. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT o� REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 6ECTION A/A 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, 5CALE : N STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERSROUND FACILITIES. 0 30- 60' x' 4. NO PLANTING: SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE IRRIGATION SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING 1 " = 30'- Opp AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY ClTHE Y. LANDSCAPE ARCHITECT 3612 MISSION INN AVE S 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT VAr►DSC4 [` RIVERSIDE, CALIFORNIA HueKq PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. SEE THE FOLLOWING SHEETS: 92501 D IRRIGATION PLAN SHEET L-2 � (909) 781-19306. CONTRACTOR ISRESPONSIBLE FOR ALL REPAIRS AN /OR REPLACEMENT OF ANY DAMAGE PLANTING PLAN SHEET L-SRETENTION BASINLANDSCAPE AREAS BEYOND THE LIMIT OF WOW, THAT IS A DIRECT RESULT OF THE LANDSCAPE ? t�C #1512 CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF p : £ of cad° ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. p FAx (ao9) 686-8091 6a 1. QUANTITIES SHOUN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT w w w MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. v v v Q J ALMOND STREET S. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TUFF AREAS OR PUBLIC LANDSCAPE t0 � AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT MEADOWOOD TO CITY STANDARDS AND DETAILS HEREON. O DRIVE cm 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. DESCRIPTION OF REVISION DATE APPROVED: Ifs. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT `. p _ � �� CITY OF RANCHO C U CAM 0 N GA TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). 4 SUMMERNILL � ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATE PER 1,000 SOFT. 4 GY. NITROGEN STABILIZED SAWDUSTALMOND STREET LMD 120 LBS GYPSUM Gp - TRACT �#13316 125 LBS GRO-POWER PLUS Y RANCHO C�UCAMONGA WIDDEN FARM ROAD PLANTING PLAN 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND r . p APPROVED BY: DAT E:BLEND INTO EDGE AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. RCE: 24953o CITY ENGINEER GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTORSHALL SUBIT A SAMPLE FOR - THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: CARRARI STREET DESIGN PUN PREPARED BY: RECOMMENDED 3612 lA3SI0N INN AVE INTIZ4VAIA � Rlvi'aasro>�, CAI.TFDRNIA UPLAND, CA ....vLApwem,��„ UC. #1512 is #1512 DRAWN aeMe�aer■ (1) 781-1930 SHEET esetrtere FAX (909) 888-8091 L-8 OF 13 (909) 982-6113 CHECKED R.L./k NO DRAWING NO. o DATE FLE NO 1700 - L AfRCH 15AL D AVE �mCRETE MOWCURB I BOULDER CLUSTER CONCRETE MOWCURB ' Lu = ITYPJ ITYPJ ITYPJ = L O -A mC-1-X-nX"p-- 2 x ...................:.......................... ::........ ...:....... .:::. .:...:......:* _ . . , .. .................. ............ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ * ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ V ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ --i ION ,d SEG d ' 8 38 29 _ - 35 I 9 1� 26 24 1� 35 2 1 IEADO OOD DRIVE AfRCH15AL-D AVE MUMCONCRETE MOWCUI� BOULDER CLUSTER COBBLE I ITYPJ (Tyr-) LLJ r 40 HH N 1-II-I HH H HH HH - • ■ i � ii � ii � i � oil iii i � i ■ 28 44 __ 35 : ; 35 34 38 46 29 SEE SHEET L- 10 � 12 3 88 CA�iRA�I STi�EET �4IDDEN FA�1"i iROAD � • Su 1"IE i� HILL fROAD as PrRuS CALLERYANA 'MRADFORD' Q Q BRADFORD PEAR Qa Q aaa o 4QapQ v IQ a /j a TART LOPID TA TRICU9PIDATA / 4 D a BOSTON IVY a4 MAHONIA REPENS / Q 7v R MAHONIA LANTANA 'DWARF NLN. - FENCE 0 3o so• 9(r HEADER - I ' (TYPIC.AL) -� TRACT C T 13 31� � " = 301- 01y A ice'C f—t I Dfit, mfl" SEE THE FOLLOWING SWEETS: IRRIGATION PLAN - SWEET L-3 LANDSCAPE ARCHITECT BOULDER PLANTINGS PLAN - SWEET L-S 3612 MISSION INN AVE STREET (2/3 ABOVE) LSD (1/3 BELOW) TRACT PERIMETER WALL (PRIVATE) '� x RIVERSIDE, CALIFORNIA �, HLSC 5 12 3 92501 N SECTION 515 201 . �! �& C X-r1UNITY EQUESTRIAN TRAILS (909) 781-1930 6GAL E : i i T� � - RETENTION BASIN �,� 1 � � s � I�( UC. #1512 OF CPVE 0 FAX (909) 686-8091 BOTANIC NAME Y to YMDOL Cor1M NAME ADBR c1uANT1TY SIZE SPACINGS REMARKS Q Q Q ::. ALMOND STREET N PYRUS CALLERYANA 'BRADFORD' 41 d GAL 2V OL. RILL t DUSKY ISR TO DETAIL SM N C BRADFORD PEAR SHEET L-11 CL 0 MEADOW000 . , . HEMEROCALLIS YaERTRUDE CONDON' HH 2M 9 GAL 2' OL. RSL t MUSHY REFER TO DETAIL 5mb 0 DRIVE (o * « • HYBRID DAYLILY SHEET L-11 �, DESCRIPTION OF REVISION DATE �• O LANTANA 'DWARF WRITE' 7J 5 GAL 4' OL. RILL i DUSKY SHEET TO DETAIL 506 Q ►IA MRE EIA MR 11d b GAL 3' OAC. RILL 8 MUSKY REP R TO DETAIL Wb 2 �° �� CITY OF RANCHO C U C A M 0 N G A a T L-11 Q &JMMERNILL C NANDMA D. 'HARDOR DWARF' NH 161 5 GAL Z O.G. FULL • MUSHY REFER TO DETAIL 506 m � DWARF HEAVENLY BAMBOO SHEET L-11 =< - ;� O RO AR"JS O. IKEN TAYLOR' lid 5 GAL 5' OL, RILL t BUS14Y �TETE TO DETAIL 'SMNCN � P�� A R C H I B A LD AVE LM D A PARTFENOCISSUS TMCUBFIDATA 5 GAL I6' OL, VMS SHOWS! ON BACK OF G TRACT #13316 BOSTON IVY WALL FOR CLARITY ONLY, RANCHO 1,U C A M O N G A TO BE INSTALLED ON STREET NI DDEN FAf 1"i ROAD -�@ PLANTING PLA N SIDE OF WALL ------- - ~ b" CONCl� MOWGuRB TO CITY DETAIL 534 17- REFER O ,� O APPROVED BY: DATE: CITY ENGINEER RCE: 24953 COBBLE STONE ISR TO DETAIL 544 ,� _ � ,. SHEET L-11 ARRAN STREET DESIGN PLAN PREPARED BY: RE MW OR LANDSCAPE BOULDE" 2-3' WIDE REFER TO PLAN NATIVE BOULDERS RISER TO DETAIL 542 I 3612 MISSION INN AVE 3-4' LONG SHEET L-11 �J RIVERSIDE• CALIFORNIA 92501 46 NOTE DRAWN � x�.uss (909) 781-1930 SHEET set[r"ers UC. /1512 CONTRACTOR SHALL CHALK OUTLME OF TREE LOCATIONS, PLANTING AREAS AND COBBLE AREAS FOR CITY APPROVAL PRIOR TO MSTALLATION < """ "° FAX (909) bee-8091 L-q of ISR TO SHEET L-S FOR PLANTING NOTES. CHECKED R.LA. NO DRAWING NO. = o0-L SEE SHEET L- 10 3 ' e + - + I I M ; 14 I 26 { _ GONGRETE MOWCURB ITYP> - + • IL • I } . 8 8 8 . . . . . • • . . . . . 8. 8 8 8 O II ( _ III II 11 II 1l II �' �f II 111 Il 11 Il II 11 ll I � �- 2'-3" 3' 5'-6' 2' 4' 4' " 3'-3" 3 �, 5'-b' 4' b, 0-3" - - 30.311 - 131 34'-6" b3'-b" 40' 12'-6' 66'• b3'-b' 4D' 4>D'-0' S6'•b" 26'•6" 60'-2" `"- =4a . CAfRf;RAfRI STfREET - sECTI0i4 CC , L NDON AVE AfRC;HI5ALD AVE ICALSYMBOL CCOOM i�ON NAMNE AMR. QIANTITY SIZE SPACMG REMARKS REFERENCE CR*lAMOMUM CAMPHORA 22 0 GAL 30' or.. VW%-R TO DETAIL 505 CAMPHOR TREE SHEET L-II O IDSA BANKAIAE 'ALBA PLENA' 38 5 GAL v OL FULL t BUSHY ICER TO DETAIL 501 LADY BAMC'S ROSE SWEET L-11 ® LANTANA M. 'DWARF WHITE' LM 120 I GAL. 4' 0,C, FULL 4 BUSHY ISR TO DETAIL 501 Njcx TRIANGULAR SPACE SWEET L-11 0 LAVANDULA DENTATA 110 5 GAL 3' Or- FULL 4 BUSHY ISR TO DETAIL 601 FRENCH LAVANDER SHEET L-11 O LEUCOPWYL.LUM F. YsREEN CLOUD' S1 5 GAL v OiC. FULL 1 BUSHY DEFER TO DETAIL 501 TEXAS RANGER HYBRID SWEET L-11 ® ROSMARNJS A O. 'COLLW-41000 INGR4M' d8 5 GAL 5' O.C. FULL t BUSHY PIEFER STOIDETAIL 501 ROSEM A PARTHENOCISSUS TRICUSPIDATA 49 5 GAL 51 OjG. BOSTON IVY • - - 6" CONCRETE T?OUICURB ISR TO CITY DETAIL 534 COBBLE STONE REFER TO DETAIL 542 SWEET L•II NOTE: CONTRACTOR SHALL CHALK OUTLINE OF TREE LOCATIONS,PLANTING AREAS AND COBBLE AREAS FOR CITY APPROVAL PRIOR TO INSTALLATION. ISR TO SHEET L-9 FOR PLANTING NOTES. DG 3a 60. 90, 1 " = 30'- 0" o pLANDSCAPE ARCHITECT 3612 MISSION INN AVE 1���www ������p RIVERSIDE, CALIFORNIA �ND� CINNA �OMLIM CA �r Pfd. RA I .. �� H IILUBI,At 9� CAMPHOR TREE 92501 (909) 781-1930\v BOSTON IVY LIC. #1512 PARTHENOCISSUS TRICUSPIDATA U'U3 " Z3•'e� OF C LEUCOPHYLLUM FRJ I 5CENS FAx (909) bss-so91 RETENTION BASIN 'GREEN CLOUD' al TEXAS RAWSER HYBRID - 2:1 SLOPE MAX m TfRACT 1331 & o� } o Q 4LMOND STREET CL LAVANDLILA DENTATA / y" FRENCH LAvANDER t MEADOWOOD CITY RIMETER (PRIVATE) - CONCRETE MOWCURB PVC TRAIL - DRIB DESCRIPTION OF REVISION DATE ; TRACTPE WALL PR PER CITY DETAIL 534 FENCING o COBBLE STONE PAVMCs O P — _ - PER DETAIL 542 ON L-13 STREET CURBCITY OF RANCHO CUCAMONGA ftf' 'tERF41LL C - lilll 2:1 SLOPE MAX I 2' m" 5TREET \Y�' _ Q GP - - - CARRARI STREET LMD 2' WIDE BENCH FOR - ,_ _ TRACT #13316 MAINTENANCE ACCESS - __' 14100EN FARM ROAD -g� RANCH 0 C�U C A M 0 N G A I IB" PLANTING PLAN O LANDSCAPE EASEMENT COMI"R, [TY tAPICZARI STREET EQUESTRIAN TRAILAPPROVED BY: DATE: R CITY ENGINEER RCE: ' 24953 BEE THE FOLLOWING SHEETS: DESIGN PLAN PREPARED BY: RECOMMENDED 5ECTION G c IRRIOATION PLAN - SHEET L-4 36RI12 MISSION DE CALIFOR AVE PLANTING PLAN - SWEET L-10 IA At- 92501 NTDRAWN a•""you■ (809) 781-1930 SHEET •"6CALE : e"t*"ort UC. #1512 J P" "" FAX (909) 688-8091 L-10 OF 13 CHECKED R.UI NO DRAWING N0. 0 DATE � NO 1700- L 1 FLAT SIDE UP CURB MORTAR COBBLESTONE NOTES: CASE 1 SIDEWALK STORM DRAIN/UNDERGROUND 1. REMOVE NURSERY STAKES UTILITIES STAKES T ) BCR PARALLEL.2. SESO BE PLUMB AND ° v ( 4 a° 3. STAKE TREE PERPENDICULAR a ° 4 ° 4 4 I � � TO PREVAILING WIND. N 3' WOMUM CONCRETE BED MIN. BOULDER UNDERNEATH COBBLESTONE CASE 2 (LOCATE PER PLAN) 3" MIN. SOIL DEPTH AT w SIDEWALK UTILITY W E EDGE OF COBBLE POLE $,L, \�G _ _ COBBLESTONE � Q � �� -— • • •• _I' m- CURB AND GUTTER--/' METER 10' 5' wl TOP TIE TO BE PLACED AS TIGHTLY COMPACTED 3" BERM TO FORM I �— 3-1/2" MINIMUM LOW AS POSSIBLE ON THE —� �- �k * MIN. MIN. \ \ DEPRESSED WATERING BASIN. I— CONCRETE BED TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE. BUT TOP OF STAKES BELOW NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO 4" WOOD CHIP MULCH. CASE 3 SUPPORT OR ALLOW v^ SPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE MORTARED STONE SWALE THE HEAD TO DROP. a MAIN TRUNK FINISH GRADE 2 MAX.D;PT PTH (2) SETS OF CINCH TIES SPACED 24" APART, ATTACH WITH GALVANIZED II I 4" w SCREWS TO 8' LODGE POLES. T SIDEWALK C� =1 I I • • • • • • 2" DIA. LODGE POLE PINE STAKES 4" CONCR I _BED CONCRETE CURB FH 0 DRIVE OS.L. O �� = 12" MAX. WITH WOOD PRESERVATIVE STAIN, COBBLESTONE BENEATH COBBLE W/#3 BAR APPROACHDRIVE A MINIMUM OF 6" INTO I=III III=III III=III=I � U 4 UNDISTURBED SOIL AND POSITION _ _ _ CURB AND GUTTER STAKES OUTSIDE ROOT BALL. II—III I I I—I I I—I II 2" MIN. � 4- MAX. RAD. CURB � GUTTER 5. 5' 10, 10' ARBOR GUARD IN TURF AREAS AND =III-) I I I I I—I I I=I 5 MIN. MIN. * IN. MIN. FRONT YARDS. I I ROOT BALL I I=III= �- a a TOP OF ROOTBALL TO EXTEND 2" UNDERGROUND ABOVE FINISH GRADE. _ vlw STRUCTURE eg. I I =_ =III= i PLANT PIT TO BE (2) TIMES THE PLANTER a TIGHTLY COMPACTED 3" BERM TO FORM ___ _ ___ WIDTH OF THE ROOT BALL. AREA CATCH BASIN WATERING BASIN FOR RESIDENTIAL AND —II= I—I— I I TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE I I—I I I—I I I—) I I—I I I—I I I—I I I—I I I I I 4 4 4 OUTSIDE OF PLANT PIT. BERMS IN TURF —III—I ( I I—III—I ( I—III—I I �) I I—I III 4 a NOTES: AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANCE1—=l I=�I I=III—III—III—I —III—I SIDEWALK HARDSCAPE * S El I FE1 I lEil I IEI I lEd I FE1 I I= =III 1 . TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER .� i I—I i I—I i I—I i I—I i I—i i 1—I i I— I—I i I— J01N AT RIGHT ANGLES (TYP.) 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT — NATIVE BACKFILL WITH No , CRITERIA AS APPROVED BY TRAFFIC ENGINEER. — — \ \\ _—_—_ ROCKS GREATER THAN 3" 3 MIN. / 4 MAX. RAD. \ \•(l\l/ 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st DIAMETER. 6" PCC MOW CURB PER CITY STD. 534 0 \✓��'\�' II \ \�/\/l III=) NOTES: AT ALL LIMITS OF ROCKSCAPE PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. —� UNDISTURBED NATIVE SOIL. 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND II v I11=I BOULDERS: MAX. 3'0" - MIN. 2'0" \�� III COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY II ;OOT BALL �,� II I� NATIVE BACKFILL WITH NO NOTES: 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT OWNED WATER & SEWER LATERAL LINES. 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT \ ROCKS GREATER THAN 3" DIA. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. II —_ _ _ _ _ _ _ III-I OF ROOT BALL. DO NOT CRACK ROOT BALL. TO 2-1/2 PARTS SAND. 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK" IS ALLOWED) I I=F��—��(—� I I= III—I I—I �—I 11 4. A SAMPLE AREA MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO g 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE III—�I I—� I-I I I I=I I I-I I I=I I I-I I( I I-I I=I I- I-I PROCEEDING WITH REMAINING ROCK WORK. ENGINEERING DIVISION. I � WUEJ ��l =1II—I IF—'II I I=�IJ�l=�� NATIVE SOIL UNDISTURBED 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 1L!LLL—LLI—IJI—J_LL—lll JL�J1—Ill!1!I L=!11—!U=) 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY a EXCESSIVE IRON CONTENT. STANDARD PLANS. TWICE ROOT BALL WIDTH 7. CONCRETE CLASS 520-D-2500. BOULDER LOCATED IN DESIGN TO COME FROM LOCAL RIVER ROCK WHENEVER POSSIBLE CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA IL APPROVED BY: . o STANDARD PLAN APPROVED BY DOUBLE STAKED TREE STANDARD PLAN A APPROVED BY: STANDARD PLAN i APPRDVED BY: RIVER WASHED GRANITE e TREE PLACEMENT 50i CONTAINER PLANTING STANDARD PLAN 5 GAL — 24 BOX 502 506 COBBLESTONES 542 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ] CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER CITY ENGINEER R.C.E. _929 SHEET ] OF 1 R.C.E. SHEET 1 OF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. ����� R.C.E. ' 90� SHEET ] OF 1 N W E S 4" OF COMPACTED WOOD CHIP MULCH. HARDSCAPING (CONCRETE HEADER, * TOP TIE TO BE PLACED AS LOW v TOP OF STAKES BELOW HEAD CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE AS POSSIBLE ON THE TRUNK TO OF TREE WHERE SPECIES GROWTH ALLOW FOR WIND FLEXING OF THE TREE. HABIT PERMITS. BUT NOT SO LOW AS TO LOSE SUPPORT OR ALLOW THE HEAD TO DROP. MAIN TRUNK 12" (A uj * (2) SETS OF CINCH TIES SPACED 24" APART ATTACH WITH LANDSCAPE ARCHITECT GALVANIZED SCREWS TO 3" TOP OF ROOTBALL TO EXTEND 2" 3612 MISSION INN AVE $ I/ily _ LODGE POLES. ( ABOVE FINISH GRADE 12" MAXIMUM �; � q ORIGINAL GRADE \ �� ►� � NATIVE BACKFILL WITH NO ROCKS �;; RIVERSIDE, CALIFORNIA SC4,t = Z iv4 2" DIA. LODGE POLE PINE STAKES _ GREATER THAN 3" DIAMETER. �'o y TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, _1 _ 92501 2" ABOVE FINISH GRADE DRIVE A MIN. OF 6" INTO UN- 3" BERM TIGHTLY COMPACTED IN 10 —I —I I I _—III—I I —III—III DISTURBED SOIL AND POSITION I9 1 I—_— PLACE TO FORM WATERING BASIN. (909) 781-1930 * » � — I I—I 11 III—III-I -I I —� I I III-I I —� I I-I STAKES OUTSIDE ROOTBALL. ORIGINAL GRADE 3" BERM TIGHTLY COMPACTED I I— III= I` `t 4 LIC. #1512 SHOVEL CUT EDGE COMPACTED _ IN PLACE TO FORM WATERING OF CAu =I I I=— BASIN. LOCATED OUTSIDE OF FAX (909) 888-8091 NATIVE SOIL PLANT PIT. I I—i III=III;, 6, �I 11111 I I III=_ I_I ROOT BALL III NATIVE BACKFILL WITH (=III=1 I I=I I 1=1 I 1=III=1 I I=III=I 1 1 PLANT PIT TO BE (2) TIMES THE NO ROCKS GREATER — I I WIDTH OF THE ROOT BALL. THAN 3" DIAMETER —I I ROOT BALL II =1 I 1 =III=III=III=II=III=III=1 I I= _o NOTES: III—III M I 1=III=I 11=II1=I 11=11 I=1 I I=I I I PLANT PIT TO BE (2) I=11I ������,1 =III= =III=1I 1=11I=III=1 I I=III=1 I I=1 11= 1 . PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL TIMES THE WIDTH of -111 I = —�I—III—) I I-1I1—) I I I-1 I I—III DESCRIPTION OF REVISION DATE THE ROOT BALL. CRY SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. _ _ _ _ _ _ APPROVED: 1=1 I I - — i- 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND -III—III=� � ��III= III—III—III I=III=III=II V INTO EDGES AT GROUND COVER AREAS. I—III=�L1—I —III—III—II — —_— CITY OF RANCHO CUCAMONGA 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. =I —III—III=I I I—I II—I II—I II=I I IE—=l II—II UNDISTURBED NATIVE SOIL. c 4. PLACE NO MULCH WITHIN " I THE Y r =III=III=III=III=III=III=III=III=III= ALMOND STREET LMD, RETENTION BASIN LOT A A 6 RADIUS OF E CROWN OF A WOOD PLAN UNDISTURBED NATIVE SOIL III . I I I I—III=I I I—I 11=III=�I I 1 1 I I ARCHIBALD AVE LIVID 1=I!I=1 I I�1 11= NOTES: CARRACSTREET #13316 EELMD 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NOTES: OF ROOT BALL. DO NOT CRACK ROOT BALL. RANCHO CUCAMONGA REMOVE NURSERY STAKES PLANTING DETAILS 2.. STAKES TO BE PLUMB AND PARALLEL. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. 1 O APPROVED BY: DATE:r CITY ENGINEER �/ RCE: 24953 a CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA DESIGN PLAN PREPARED BY: RECOMM DED i3612 APPROVED BY i �I ON INN AVE Z� RPIERSIDE1 CALIFORNIA47- A APPROVED BY: STANDARD PLAN STANDARD PLAN 0 APPROVED BY STANDARD PLAN 92501 of MULCH INSTALLATION 8 DOUBLE STAKED TREE ON SLOPE a CONTAINER PLANTING ON SLOPE DRAWN �•"••••.� (909) 781-1930 SHEET 509 505 507 ;;;• Fc. (909) CITY ENGINEER CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER - , - FAX (909) 888-9091 L-I I OF _12— R.C.E. �¢� DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET ] OF 1 R.C.E. ��� SHEET I OF 1 R.C.E. DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ���� SHEET 1 OF 1 CHECKED R.LA NO DRAWING No. DATE FILE NO 1 700 -L DECORATIVE METAL Fr=NCE PER FENCINCs PLANS PREPARED 5Y RNA. •• 5, r low 1 11 Ile, - t . oQ- ACCESS GATES PER ENG NEER S PLANS O ----- 0 20' N' 60' y O • y 1.0 DECORATIVE SPILLWAY WITH VARIED SiZED METAL FENCE 5OULDERS AND C055LE LARGE (BY OTHERS) ' DECORATIVE TO THE OUTSIDE, SMALL TO THE METAL FENCE INSIDE TO MODEL A NATURAL DRAINAGE 5ASIN WATER WAY - ACCESS ROAD (5Y OTHERS) STREET CURS DECORATIVE METAL FENCE HUNT5UJOOD (5Y OTHERS) DRAINAGE BASIN S:l �j,4x SL ACCESS ROAD Opp PLACE (15YOTHERS) 3W CONCRETE MORTAR 5ED SII I-iJ=1�1�1=i l f=1�-1=1 T 1=i•� —, fI .SECTION ' A - 4 ' SCALE.- P = 10' -011 CONCRETE MORTAR 5ED 5E CT i ON 1 1 - 5 ' SCALE: V = 10'-011 GONGRETE SPECIFICATIONS PART I GENERAL 1.01 Description LANDSCAPE ARCHITECT 3612 MISSION INN AVE EAL For concrete information refer to the "Standard Specifications for Pubiic Works VAODSC4 $SPWC" (Green Book: Edition per the Cit of Rancho Cucamonga).). RIVERSIDE, CALIFORNIA Construction, p y g KLU@,K� y Refer to Sections 4, 201, 303 and 400, as well as any other sections related to the installation, per and post installation of concrete work, materials, labor and 9z5o1 clean-up. The SSPWC is available from: (909) 781-1930 Nr BI Building News LiC. /1512 `rrgl °°"SO �\P BLE STQNES 3055 Overland Avenue f . ._ FAX (909) 688-8091 F of ca�-�° 6 X 8 DIA MSN SIZE Los Angeles, CA 90034 MUST VARY AND BE RANDOMLY 310202.11,15 PLACED INTO A CONCRETE MORTAR SED. 1.02 Scope M BOULDERS Furnish and install all concrete work complete as indicated on the drawings or NOTE: as specified, including, but not limited to the following: NOTE:� .D ROCK PLACEMENT APPRVD. A. Furnish and set all reinforcing steel, bolts and anchors. BOULDERS ARE SIZED PER SY L.A. t CITY INSPECTOR B. install all items required bgy other trades which are to be cast into concrete. cxn CIO PLAN ABOVE FINISHED GRADE BURY BOULDERS 1/3 C. Concrete mow strips, footing for walls, fencing, posts, benches, etc., where applicable. DESCRIPTION OF REVISION DATE U_ NATIVES LLECT FIELDSTONE DEPTH OR PER DETAIL. SCAR FRE 1.03 Protection n All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. CITY F RANCHO C U CAM 0 N GA 1/2" RAKE JOINT Barricade shall be placed immediately after concrete finishing. Contractor shall GENERAL NOTE: CiTY furnish, place and remove all of his own barricades. Contractor shall be responsible for RETENTION BASIN LOT A n UR5—' annyy damage to new construction and replacement or repair of the work shall be made 1) 6' DECORATIi/E METAL FENCiNG TO BE CONSTRUCTED PER SPILLWAY without added cost to the City. �n FIN►SHED THE CITY OF RANCHO CUCAMONGA STANDARD PLAN 1608 TRACT #13316 ao GRADE 1.04 Clean-Up (SIMILAR). �loLC1AGiRNCs DROP GASNE I iDNEA GO�NCI�T�P�NWIT�PIPE WITH RANCHO C U C A M 0 N G A a upon completion etTon o f a I1 concrete work and before final I acceptance, the Contractor shall SLEEVE. SHOP DRAWINGS AND COLOR T05E SUSM I TTED AND SPILLWAY PLAN — DETAIL do SECTIONS = remove all tools, surplus materials, apparatus, debris, etc, from the site and the site shall be AND APPROVED SY THE CITY'S AUTHORIZED REPRESENTATIVE _ . 0 left in a clean, neat condition acceptable to the City. PRIOR TO CONSTRUCTION. APPROVED BY: DATE:`111 CONCRETE MORTAR SED CITY ENGINEER RCE: 24953 DESIGN DECORATIVE PLAN PREPARED 6 :3612 SN AVE RECMM I IRIVERSIDE CAIIF�RNIA5OULDE FE55LE CITY CONCRETE 5FEC. METAL FENCE � 92DED DRAWN LANDSCAIM (909) 781-1930 SHEET &z*R1TNeT$ 1.iC. /1512 FAX (909) 886-8091 L_I2 OF. 13 M CHECKED R.L.A. NO DRAWING NO. + – 17 00- L O DATE F1lE NO PLANTING SPECIFICATIONS PART I - GENERAL PANT -1 - LAND56AFIE MAINTENANCE 1.01 Scope 2.02 Installation 6. Plants Not Approved - Plants not approved are to be removed from site '1.01 Scope Contractor shall provide ail materials, labor and o u t Incidental to and Detailed I out of plants within the tart areas shall be performed Contractor immediately and replaced with suitable plants. The City reserves the right necessary for completing nplet all work, as indicated on thedrawings, as reasonably and o ed the Landscape A�chitect'and GI for tib lantin to reject Entire lots of plants represented by defected samples. Provide all materials and egvipment and perform all work necessary for and implied, or as delineated in the Specifications as Follows: �Pr' � � � � planting. H. Stake all trees, as per details Immediately after planting to event wind incidental to performing all maintenance requirements as reasonably hrplied Soil excavated from plantinnqq holes shall be mended to backfill around trees and damage. p y p or as delineated in the specifications including, but not limited to the following: 1.02 Standards shrubs using the folloa�ing mixture: Maintain all plants and planted areas. I. Plant trees that are to be located In lawn or ovnd cover areas after finish Keep planted areas free of weeds and debris. All work and materials shall comply rwlth governing Godes, safetyy orders, Native, On-Site Soil with rock no greater than 3" in diameter tgirrades are first established and allow at loOST-1 calendar days for to Prune trees and shrubs. standards and regulations, and meet the minimum requirements of the Gro Power Plus, 5-3-1 15 lbs/cy thstallotfon of said lawns or ground covers to provide for thorou i Fertilize all plants and planted areas. Standard Specifications for Public Works Construction, 55F'WG , latest edition. Iron Sulfate 2 lbs/cy wateri of trees.. All planting holes shall be excavated as clef Mod on Irrigation appro�iate details. InsectlGide spraying. 1.03 Ouatity Assurance ( To be used for bidding purposes only, verify with Agronomic. Soils Test) A. All Contractor performing Site Development work, must be licensed in After backfilling, construct a 3" earthen berm to form watering basin around each 4.03 Soil Amendment 1.02 Fertilizers accordance with the laws of the State of Caallfornia. plant, to allow thorough water-In and establishment. Soil amendments shall be as recommended in the Agronomic soils report. A. Gommerclai ferttilzers wlth an analysts of 5-3-I Gro-Power Plus, and 12-8-8 B. Contractor shall provide the Landscape Architect and the Gitu with a list Prior to installation of turf and around cover, remove water basins from around 4.04 Tree Stakes Gro-Power Controlled Release Nitrogen, as desl9nated herein, or theof Subcontractors and Material Suppliers expected to be employed during Available from GroPowe qOq 3�t'3 3�trees and shrubs. Berms in turf areas to be removed prior to City acceptance. approved substitute as required b43'744 onomir Soils Report. the course of construction. Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on Plans for further information. G. Contractor shall obtain and keep in force Public Liability and Property PART 3 - SOIL PREPARATION AND FINISH GRADIN& B. Ammonium Sulfate - Granular form contafning not less than 2156 nitrogen Dcrnoge Insurance, during the entire course of the Construction Contract. and 24% sulfur and shall be registered as on agricultural miner, with the The amount of Insurance shall be determined by the City. PART 5 - &ROUND COVER AND BEDDING PLANTS State Department of Agriculture in Compliance wlth Article 2 - "Fertilizer D. Prior to start of site devei nt wo the Contractor shalt �o��f the SDI Scope Materials," Section 103Q of the Agricultural Code. Landscape Architect and CIq to give s�tlmq and completion dat6s. A. Provide all materials and equipment, and perform all work necessary for and 5.01 Scope 1.03 &ener.ai Contractor shall also supply the Landscape Architect and City with the Incidental to the soil preparot)on and finish gradinq of all planting and lawn areas name and telephone mrber of the person in charge of the work as shown on plans, as reasonably implied, or as delineated in the specifications. Provide all materials and equ"ent and perform all work necessary for and Maintenance shall start immediately after landscape irrigation and planting. B. Furmishin , placement and ads of oil for backfflli of planters if required. Incidental to instollinnq� all gground cover and bedding plants, as shown on plans, 1.04 Responsibilities and Coordination 9 p grading ng P q as reasonably impliea areas delineated in the specifications. Maintain all plants and planted areas on a continuous basis as they are A. Permits: The Contractor shall obtain and pay for all its and Inspections G. Gleaning and finish grading of planters areas and planting areas. installed during the progress of the work, and continue to maintain them until required governing authorities for the w'ork to be ferormed. p 5.02 Bedding Plants final acceptance of total project. Replace cry dead or dying plants as q by 90 g p 3.02 Topsoil Perennials and Annuals - Provide heal container own plants from a directed by the Landscape Architect and City representative. B. Existingq Conditions: The Contractor shall verify ai conditions and A. Exists on-site soils listed as 'aGc table' under 'Site Gradin ecification. recognized nursery, and of the species and variety shown on plans. dimensTons shown on the plans at the site prior to commencement of n9 ep g sP A. Irrigation - Operate lrriclotion system on an established program to work under this contract. The Contractor shall verify locations and de?th 503 Ground Cover maintain all plants and pTonted areas In a healthy condition. -irrigation of ail underground utilities prior to start of work. B. Topsoil knp�rted to site for use as fill, backfill in planters and mounding, shall be system rvn-off shall be kept to a minimum. Damage to irrigation system textured. Slit plus cl content of this soil shall be no eater that 1556 resvitin from maintenance and equipment and/or maintenance ersormel, p 6rovnd Cover - Provide ground cover of the species shown on tans. Ground q G. Tompor Utilities: The Gorrtrac.tor shall applyy for and pay all cost incurred Wei�nt. The boron content of this soil shall be no creator than I part per million cover shall be established and well rooted in flats or similar containers. shall bdrestored to its original condition at no cost to the Gf�y. Failure for all to�r orcry utilities such as water, electrical poser and gas as required As Measured on the saturation extract. The sodiurtf absorption rdtlo (gAF� shall of part of the irrigation system shall be brought to the attention of the him Far the construc.tlon of the ro eat. Te or services shall be not exceed 3.0 millimohos r centimeter at 25 G. In order to ensure conform., any by wlth the City and Othepr contractors on the Job site. sem les of the Imported II shall be submitted to on onOmlG soils testing 5.04 Mulch City. -No repairs other than emergency repairs shall be accomplished without Loborstor4, waved b� the project Landscape Archite6Gt for analysis prfoF t0 rriften permission from the City. D. Surveeyy, Reference Points and Elevations: The Contractor is responsible for use. Result oT*testing to be delivered to City for approval. Soil test to include Mulch - Shall be of compacted wood chip fiber. B. Weed Control - Ke all planted areas free of weeds and debris estabbnehing all surveys, reference points and elevations required by him analysis and recommdndatfons. Keep by and shown on plans for proper execution of site construction. 5.05 Coordination cultivating areas at intervals not to exceed 10 calendar days. The Contractor 3.03 Soil Amendment A. Do not have lasts delivered to the job site until site Conditions are May elecE to remove such concentrations of weeds momolly or by an E. Traffic: The Contractor is responsible for all or traffic barriers and p j approved herbicide program. P �^'nP re for lontl If planting Is del d keep plant roots moist and lace detours required bbyy him for the construction of the pro eat. All temporary All soil amendments shall be as specified k1 the Agronomic Suitability / Fertility soils in a altered to ationp protected free p p p barriers and detours shall conform to all conditions re wired by the City or report furnished by the Controct6r. pr ofi the sun, wind and other damaging G. Pest Control - all plants and planted areas at be inni of governing authorities. elements. maintenance program and os may become necessary thereafter by an 3.04 Soil Preparation B. Soil Preparation and floe grading shall be completed and trees and shrubs approved method of pest control, to keep all plants and planted areas 1.05 Defective and Unauthorized Work installed prior to bedding plants and ground cover planting. free of insects and disease. Method shall be reviewed by the City prior to Ali work on Irriuotion system shall be complete and inspected for recommended any applications. Pest Control shall include Gopher Control. All work which is determined Inspection to be defective In Its construction Or approval and, Me grad'�ng completed, prior to rototillmg and prior to soil 506 Installation �! P deficient in any of the requirements of the plans and specifications, shall be amendment work. D. Pruning - Prune all plants as designated and directed by Landscape remedied or removed, and replaced by the Contractor at his own expense, In a After rough grades have been established, prepare all lawn and planting cram by Plant ground cover and bedding plants in moist soil and space as indicated on Architect, at start Of maintenance program and continue to prune plants as manner acceptable to the Landscape Architect and City. tillinngg or Gross ripping to a depth of 12". An rock and debris more than " in die. pl • directed or as may become necessary until the end of the moint. program. shairbe removed 'Froth the sire, except for areas that are to be sodded, in which all �h plant shall be planted with itspr proportionate amount of soil so ce to rock and debris more than I" in dia. shall be removed. p p tv Remove trash week) Ede ground cover to keepin bounds and trim top 1.06 Inspections minimize root disturbance. Soil moisture shall be such that soil does not crumble y' " owth as recess t0 ac leve an overall even appearance. Exterminate =19, ead and rototill in all soil amendments as recommended to a de of 6 . when removl lants from container.The contractor shall arrange for inspections by notifying the landscape r area thoroughly after rototilli is complete. Incorporate evenly into the top n9 p gophers and moles; repair damage. Architect, City and governing authorities, 24 hours prTor to time of inspection, unless 4-6" the following fir each 1,000 sgJbre feet of planting area: Regrade planter areas after planting, to restore smooth finish grade and to otherwise noted. Inspections shall be as listed below, but not necessaril In this insure proper surface drainage. A 4" layer of mulch material shall be spread order. Onlythe Inspection rtalni to the project scope of work will 14 Cubic yards of nitroilzed Redwood or Fir shaving or equal. over the entire planter areas after gr ode is established. Waters shall be in p ng Pr j op y 200 lbs. of Gro-Power or approved equal. Immediatelyafter mulching. (Gradin 9-holl accommodate the mulch) g PART 8 - ACCEPTANCE OF PROJECT The above soil conditioninngg are minimal utilities on and should be used for bidding g liRough nes and Gatch Basins pv ores only, because 90i1 conditions c drastically from the time these 5.0'T ProtectionDroln 8.01 beneral spGifiGatian$ were developed to the ti the tual soil cdnditioninq takes place. Completion of instcallatton a maintenance period OF a mMMwmi Of 180 Irrigation (mato line pressure, coverage i system operations test) Therefore the Contractor shall obtain his own soils analysis at a rat8 of one per Erect tem�porcry fencing or barriers to protect planted areas from damages �p p� Sofa Preparation and Finish Grade ev25b0 uore feet of planted area. These soil tests shall be conducted prior to final aacceptonce. for all landscaped areas is required prior to final acceptance of the Work s the p one Quad onomic Soils testing Laboro� approved the project Lo ndsc a Gity The commencement date for the maintenance period shall commence upon Plant Material (delivery t placement) Architect and fes of the sails test to 15e ovided i the Pre-constry tion written approval for all phases of planting installation by the 04 Public Works Substantial completion Inspection (at completion of landscape improvements) - 1 days job conference. PART 6 - PEED ABATEMENT Insppector. Maintenance period shall be adequate to verify planE characteristics and Final Inspection (after maintenance period) - -7 days establishment. The Contractor shall arroncis a Pre-constructlon � conference with the 3.05 Finish Grading 6.01 Scope Landscape Architect and C. a minimum of seven "i) days prior to beginning work. A. Two kns. ections shall be made that affect the establishment period. The first after After rototflltnq operations are complete, grade areas to establish finish grades for Provide all material, equipment and labor necessary to perform all work as all plantings have been completely installed in order to approve the beginning of the planting. All fi w Ilnes shall be maintained fnd proper tolerance shall be Met after indicated on plans, as reasonably implied, and as delineated in the specifications. establishment period, and the second at the end of the establishment period. If plant" IDD 6varonties settlerfent at the end of the project maintenance period. are not acceptable at the end of the 180 day period, due to the defective maintenance, A. Plant Materials. All trees, shrubs,finacceptance ovnd covers, bedding plants and lawn Finish grad) shall leave surface o the ground uniformly smooth and free Of 6.02 Quality Assurance then continue establishment until all work meets with the Specs. and can be approved. shall be guaranteed from date of al acceptae of landscape construction abrupt grad changes. A. The ticotor of all weed control materials shall be licensed the State of for periods as follows: �P B. At termination of establishment period all last material shall be live, healthy, undamaged p 3.06 Goordfnation California as a Pest Control Operator and a Pest Control Advisor in addition and free of infestation. Trees 24" box i larger I ar to any subcontractor licenses that are required. Inferiorp lanting 3612 MISSION INN AVE s shall be LANDSCAPE ARCHITECT Trees 15 gal. 4 smaller I year Weed abatement work shall be coordinated with the Installation of the irrigation B. All materials and methods must conform to Federal, State and Local Regulations. replaced and brought to a Shrubs all sizes 120 system rototilling and soil amendment work, and planting. (See Weed Abatement satisfactory condit en before �' � p - RIVERSIDE, CALIFORNIA 6raKxnd Covert 120 days �y y Section ). 6.03 Submittal AGCe tante of work will be Bedding Plants 120 days made. All areas shall be � 92501 Lawn (sod) 120 days Prior to the installation of ani weed control materials, the Landscape Contractor shall neatly raked and free of PART 4 - TREES AND SHI4iJBS submit to the Landsc a Architect / City a list of the weed Control materials and needs. � alp �y Lawn (seed) 120 da from first mow! ap x (909) 781-1930 n9 quantities per acre intended for use in controlling the weed types prevalent andtA Guarantees begin after the project aCco a Gi and at the end of the 4.01 Scope expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor LIC. #1512 s�ql � `P 9 j Pty shall furnish the Landscape Contractor and Landscape Architect and City data to f,.. r►� c�o- �w,_ K f of ca 1F 180 day maintenance period. Landscape Contractor shall replace and plant all provide all material, equipment and labor recess to install all trees and shrubs demonstrate the tom atibilit of the weed control materials and methods with the FAX (909) hes-0091 moterials which have died within the time span stated above, at no cost and within q ipment cry p y 5 da from receiving written notice from the Londsc a Architect or City. as shown on plans, as reasonably implied and as delineated in the specifications. Intended planting cmd seed varieties present. If dead material is not replaced and planted within the 5 day period, 61t1:4y maayy replace dead material with new material and charge the Landscape Gontroct'or 4.02 Produc.ts 6.04 Responsibility and coordination for all expenses incurred. A. Nomenclature - Plant names indicated on the drawings conform to the A. Landscape Contractor Is responsible for the erection of all signs and barriers q�j' B. Construction Materials: The Contractor shall guarantee all workmanship and "Staandard Plant Names" established bbyy the American Joint Committee on required to prevent intrusions to the treated areas and to notify the public. materials for all site development, for a period of one year from date of final Horticulture. Except for names coverbd therein, the established custom of acceptance of project. the nursery is foll6ried. B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job 91te unusable for more ND - B. Condition Plants shall be symmetrical, Wcat for variety and specter, mom 10 days from date of application. 1.08 Material and Labor Releases sound heslthy, vigorous, free from plant ddiseose, Insect pests, or their eggs, Cm, Qi On completion of the work, the Contractor shall present to the City, signed and s�iall hale alth , normal root systems, well-ffllin their container, bul- 6.05 Non-5eleattve Herbicides DESCRIPTION OF REVISION DATE ,,,P o- Upon of al labor and materials releases For all Work performed u er�Site not to the point of b6ing root bound. Plants shall not-be pruned at anytime coepvel nt. p and in no case shall trees be topped. Non-Selective contact herbicide and/or non-selective systemic herbicides (as � G. Trees and shrubs shall begr owing at a recognized nursery in accordance recommended by the Pest Control Advisor) CITY OF RANCHO C U CAM 0 N GA E With good horticulture practices and shall be of the size cnd Caliper normally 6,06 Selective Herbicides a I.001 Disposal and Glean-vp assoi;fated with the container size specified on plans. Removal of all tags, ALMOND STREET LIVID Remove all waste materfols (includ excavated material classified as unacceptable labels, nursery stakes and ties from all plant material prohibited until the Selective pre-emergent herbic.ide compatible with seed mixtures (as ARCHIBALD AVE LIVID0 soil material), trash and debris generated or encountered dur'inc� the course of approval of tie Landscape Architect or City. recommended by the Pest Control Advisor) W__ landscope construction, oral legally dispose of it. During the coUrse of the work, D. All Cantwin material delivered to the site shog si of damage or disease CARRARI STREET LMD remove surplus materials from rysite and leave prem ses in a neat and clean or insufficient in size to carout the Intent of the planting plan will not 6.0'T Weed Erodicotlon TRACT V13316 condition. Glean up and remove all remolnfnngg debrp pis and surplus materials upon be acce ted and will be re loeed at Contractor's expense. RANCH0 U CAM 0 N GA completion of work, leaving the premises malt and clean. The site shall be cleaned If in the opinion of the Pest Control Advisor, perennial grasses and Weeds upon the request of the inspector. E. Sizes of Plants - Shall be as stated on the Plans. Gontolner stock (I gallon existing in the planting areas rill I require control prior to removal, spray these PLANTING SPECS. 5 gallon and 15 gallon) shall have been grown in container for at least areas per the Pest Control Advisor's recommon endatis. f PART 2 - EXECUTION one (I) year, but not over two (2) years. APPROVED BY: DATE: ` A. Prior to the installation of the irrigation tem, remove and clear all CITY ENGINEER RCE: 24953 � F. Substitutions - Substitutions for Indicated plant material will be permitted � � m 2.01 Protection weeds and deleterious materials from planting areas. provided the substitute materials are approved In advance by the Gi�, end DESIGN PLAN PREPARED BYi RECOMMENDED Keep all plant material delivered to site in a heolfu condition for planting. Plants are made at no additional cost to the City. Except for avtWized va lotions Allow herbicide to kill all weeds. Rake or how off all dead weeds to a - -- 3612 MISSION INN AVE shall not be allowed to out. Bare root stock shall be separated and heeled-in, all substitute plant materials shall conforK to the requirements of these depth of I - 2" below the surface of the soil. Physically remove all weeds RA92RIVERSIDR CALUURNIA v 501 a In most earth or other suitable material until planting. Bolledpand burl ad plants specif icotions. from the site. DRAWN ",.°�,. (909) 781_1930 SHEET shall have root ball covered with moist sawdust, wood chips or other su'liable material ••°•=T•°•° UC. ribiz a until planting. n•'•� °'° FAX (909) OW-8091 L-13_ of CHECKEDs DRAWING NO _44 �� FILE � o / 700-L