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HomeMy WebLinkAbout2284-L 6 wal AM Am LANDSCAPE QUANTITIES DS U A ANA LAN CAPE ARC ITE L H CT Rqw w 111111111 1 PLAN ,.111 I . REMO VE SIDE WALK & .A CE S W 275 SQ. FT. AM DRIVE APPR OA CHES 500 SQ. . HERMOSA AVENUE IMPROVEMENTS CONCRETE HEADER 659 FT. RETAINING CURB 14 . COBBLESTONE PA VING ,793 SQ. FT. 14 - 16 INCH DIAMETER LEMON AVENUE TO 200 FT . SOUTri OF COCA ST 18 I ITEMS 24 INCH DIAMETER BOULDERS 29 ITEMS DECOMPOSED GRANITE SURFACE , . GENERAL'& FAuhAbND IRRIGA TION Q U4 PLANTINGARRIGATIONAREA 61470 SQ. FT. - - PLANTING QUANTITIES- SEE SHEETL-8 CONSTRUCTION NOTES GENERAL NOTES SHEET-_ INDEX 1. ALL WORK SHALL DONE IN ACCORDANCE WITH THESE PLANS, THE C( OF RANCHO CUCA ONGA STANDARDS,AND THE"STANDARD L-I TITLE SHEET 0 PROTECT IN PLACE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRALTO SHALL BE FAMILIAR WITH AND SHALL RESPONSIBLE FOR ADHERENCE TO THESES STANDARDS AND SPECIFICATIONS. L-2 CONSTRUCTION PLAN REMOVE T 2. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND, UTILITY POLES,WATER METERS,VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN O THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, L-3 CONSTRUCTION PLAN REMOVE SHRUBS, GROUNDCOVER PLANTS, WEEDS, AND DIRT BETWEEN LIMITS OF CONSTRUCTION TAGS REPLACED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CIDETAILS 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR IRRIGATION V XISTIN I IGATIO S AY HEADS, PIPE, RELATED EQUIPMENT BETWEEN LIMITS OF CONSTRUCTION TAGS. ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPE TIONS,WHETHER OR NOT SUCH FACILITIES ARE - CAP OFF PIPE T O A SHOWN ON THESE PLANS. IRRIGATIONQ DA Y. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA, ENGINEERING SERVICES DEPARTMENT, PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY EASEMENT OR RIGHT-OF-WAY. - IRRIGATION 7 REMOVE EXISTING MISCELLANEOUS IRRIGATION EQUIPMENT, PER THIS SPECIFIC CONSTRUCTION TAG. PROTECT IN 5. ESTIMATE OF QUANTITIES IS PROVIDED BY THE DESIGNER ONLY FOR CONVENIENCE OF THE DEVELOPER; THE CONTRACTOR SHALL MAKE HIS OWNPLANTING PLACE THE EXISTING WATERTE FOR THE NEW IRRIGATION SYSTEM. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS,WHICH IS NOTPLANTING DETAILS SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES, SHALL E CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 6. WORK SITE AND EXTERIOR STREETS SHALL E IN A NEAT, CLEAN, H RD FREE,AND ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL REMOVE CK ANO GAVEL E LIMITS OF CONSTRUCTION TAGS OR NEAR SINGLE TAG. E CLEANED UPON REQUEST OF THE CITY INSPECTOR. 7. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. FOR SPECIFICATIONS, I REMOVE EXISTING ENCLOSURE CABINET, IRRIGATION CONTROLLER, AND CONC, PAD. EXISTING ELECTRIC METER TO 8. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. BE USED FOR THE NEW IRRIGATION SYSTEM. INSTALL NEW CONC. PAD AND ENCLOSURE PER CITY STD. DWG. 9. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY,AND PROPERTY 522. SEE STD. DWG. 524 FOR THE NEW IRRIGATION CONTROLLER, INSTALLED SEPARATELY. DAMAGE INSURANCE, As REQUIRED BY LAW. MAINTENANCE PXSPONSIBILITY MAP 10.AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL 1 1REMOVE EXISTING DRIVE APPROACH RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 11. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2 FT.WIDE FLAT AREA AT THE TOP OF SLOPE AND A 1 FT.WIDE AREA AT THE TOE OF SLOPE. U2 SA CUT AND REMOVE FULL WIDTH (5 FT.) OF HEAVED OR CRACKED CONC. SIDEWALK, AS SHOWN ON PLANS. LENGTH 12. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE CITY HE"OSV OF CUT OUT SECTION ALSO TO BE 5 FT. PER EACH SYMBOL SHOWN. REPLACE WITH 4 IN. THICK CONC. PER INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS)SHALL COMMENCE. SAID of CITY STD. DWG. 103. MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH,AND WITH CI 11 I I If 1 4 I 1 COUNCIL ACCEPTANCE O THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT t I I T e BALLS WHICH SETTLE SLOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. �_ - _ +________� ____�r____ ___________�_______________ _�_ r �__ 1 RELOCATE SIGN TO DECOMPOSED GRANITE OUTSIDE OF SIDEWALK - ________ _ _�_-4� _ 4a P MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOO I ---- - =a- 1 - -�.� 9440 WORKING ORDER WITH PROPS COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK Y THE CITY. ---- P__ _________ __4______ _ ________^_____________ - now 1 4 CONSTRUCT CONCRETE HEADER, PER CITY STD. DWG. 534 AS A BOUNDARY FOR COBBLESTONE, 13. APPLICATION OF ANY CHEMICALS SHALL BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. ,.� -------- DECOMPOSED GRANITE, 0 PLANTING A 14. CALSENSE EQUIPMENT SHALL INSTALLED UNDER THE DIRECTION O A CALSENSE PRESENTATIVE, PHONE NUMBER 760-438-0525. 4 I ; �� _ 5. CONCRETE HEADERS SHALL PROVIDED PER THE FOLLOWING CRITERIA: 6A _ i i T`WM MW U5 CONSTRUCT COBBLESTONE PAVING PER CITY STD. DWG. 542 * 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. .� QJ6 CONSTRUCT BOULDERS PER CITY STD. DWG. 542-A LOCATION PER PLAN AND APPROXIMATE BOULDER * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6"WIDE X 6" DEEP CONCRETE HEADERS. DIAMETER PER THE FOLLOWING LEGEND: COO A 24 I . 16. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: - 18 IN. * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.-°- W�a ` ---- - C 14-1 G I . * PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL E FURNISHED TO THE CI INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR. * QJ7 GRADE FOR FINISHED PARKWAY CROSS SLOPE OF 2% PER CITY STD. DWG. 100-A. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. LMD AREA U8 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: ..� T I CONSTRUCT DRIVE APPROACH PER CITY STD. DWG. 101, TYPE G, "CONTIGUOUS SIDEWALK", MATCH EXISTING WIDTH • � ; DE OF HERMOSA A VE. SAN GA RI L VALLEY (818)969-7911 CUCAMO GA VALLEY WATER DISTRICT (909)987-2591 ,> MUNICIPAL WATER DISTRICT 10440 ASHFORD STREET WEST I � U9CONSTRUCT SIDEWALK, 6 MIN, WIDTH, 4 IN. THICK PER CITY STD. DWG. 103, CONTIGUOUS CASE. MR. BOB sTALLINGs RANCHO CUCA ON A 91730 . • FOR BASE LINE ROAD CONSTRUCTION T STT Q)O CONSTRUCT RETAINING CUR (VARIABLE DEPTH) PER DETAIL ON SHEET 3. TAPER 3' AT ENDS TO MATCH SURFACE METROPOLITAN WATER DISTRICT (909)593-7474 OF CONCRETE HEADER. VERIZON (800)483-3000 700N. MORENO AVENUE LAVERNE, CA 91750 1 CONSTRUCT 4 IN. THICK DECOMPOSED GRANITE SURFACE, COLOR: CALIFORNIA GOLD, WITH 90% MIN. SOUTHERN CALIFORNIA GAS COMPANY (800)427-2200 RESIDENTIAL VICINITY MAP COMPACTION. MAINTAIN 2% CROSS SLOPE, SEE "DECOMPOSED GRANITE SURFACING NOTE" ON SHEET 3. 216 N. EUCLID AVENUE (800)427-2000 COMMERCIAL A ELPHIA (800)626.6299 ONTARIO, CA 91762 (PORTION OF RED HILL) CHARTER COMMUNICATIONS (909)987-6275 Underground 6680 VIEW PARK COURT Service Alert RIVERSIDE, CA 92503 Call: TOLL FREE 1-800-422-4133 PROF E SS 10 TWO WORKING DAYS BEFORE YOU DIG ® �(, ST CVWD FUTURE RECLAIMED WATER GENERAL NOTES No. 53672 m 1.ALL PIPING, INCLUDING DRIP SYSTEM PIPING, UST E PURPLE AND MARKED AS RECYCLED WATER. Exp. 06-30-7 2.ALL VALVE BOXES MUST BE PURPLE AND MARKED AS RECYCLED WATER,THE COMPLETE BOX,TOP AND BOTTOM. 3. ALL SHUT OFF VALVES, CONTROL VALVES, REGULATOR VALVES, STRAINERS,AND ALL ITEMS CARRYING RECYCLED WATER MUST BE MARKED OR C 1 X11\.. TAGGED"RECYCLED WATER- DO NOT DRINK"ON ONE SIDE AND IN SPANISH ON THE OTHER SIDE. q �~ of CAS-�Fo�� 4. C D MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN B BURIED. 5. IRRIGATION CONTRACTOR MUST SUPPLY AS-BUILT DRAWINGS ON COMPLETION OF IRRIGATION INSTALLATION. 6. CVWD WILL SUPPLY"RECYCLED WATER-DO NOT DRINK"SIGNS. 7. QUICK COUPLERS TO BE ACME THREAD TYPE AND MARKED RECYCLED WATER. 8. QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. 9.ABSOLUTELY NO HOSE BIBS OF ANY KIND ARE TO BE HOOKED UP TO RECYCLED WATER. 10. ON LANDSCAPE LINE INSTALL TEMPORARY RP BACKFLOW DEVICE PER CVWD STD. DRAWING NO. 111 WITH A STRAINER UPSTREAM OF BACKFLOW DEVICE AN ACME THREAD QUICK COUPLER FOR RECYCLED WATER 2 FT. DOWNSTREAM OF LAST ELBOW, IN A PURPLE VALVE BOX MARKED CITY RECYCLED WATER. AN C NGA APPROVED: 11. THE MINIMUM HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLE WATER LINES SHALL 10 T.AND THE MINIMUM VERTICAL DISTANCE SHALL BE 1 FT. PROJECT SITE 12. IF A RECYCLED WATER LINE MUST CROSS OVER A POTABLE WATER LINE, THE RECYCLED LINE MUST BE SLEEVED, EXTENDING 5 FT. ON BOTH SIDES OF PIPE. 13. SUBMIT 1 HARDCOPY AND 1 PDF COPY OF IRRIGATION PLANS TO CVWD WITH STD. DRAWING NO. 402 AND THIS GENERAL NOTE ON THE TITLE PAGE, ( , CITY OF RAN Ha, "o CU1111CA'm MOL AND SHOWING A MINIMUM OF 10 FT. SEPARATION FROM IRRIGATION TO POTABLE SERVICES. 14. TYPE K COPPER OR BRASS PIPE FROM METER TO 3 FT. PAST PROPERTY LINE WITH REGULATOR AND ACME THREAD QUICK COUPLER INSTALLED. ' - - AV T1 TL E SHEET 15.ABSOLUTELY NO LOOPED IRRIGATION SYSTEMS, ONE SERVICE--ONE SYSTEM. 16. PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. ,=- Dom mm% Sa 'a V`0 N U E 17. PRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY IRRIGATION INSTALLATION. .K , Mt:KMU A A t: =" AK UPLAND ^ PA RKWAY LAN'DISCAa PINL "G FONTANA RECLAIMEDFUTURE ATE SYSTEM NOTE: ®® yFROM LEMON A VFw\. TO 200 FT. SOUTH OF COCA ST CONTRACTOR TO ADHERE TO ALL APPLICABLEC APPROVED BY 1 _ .•�_�___�__ _- STANDARDS D THE CITY'S C WA I a =s-�"� :CITY0 STANDARDDRAWINGS D SPECIFICATIONS AT � � -� . . . . 53672 TIME OF INSTALLATION. DESIGNCBA C ND D a , PLAN PREPARED aro.r. �xr aw. p • rw sn�r /. $ ° DRAWN EET THE CITY OF RANCHO CUCAMONGA CBA 10500 CIVIC CENTER DRIVEOF 9 .�.. ONTARIO_., CHECKED RANCHO CUCAMONGA, CA 91730WING NO. 6 (NOT TO SCALE) RD-2 2284-L VARY HEADER RADII C 16 TYP 4' TO 6'—TYPICAL 16 TYP 1 15 TYP III III ; s 16 TYP 16 P 14 TYP 16TIP 15 TYP , A III III ,/ 46 B 14 TYP 14 I 15 TYP , 1 A C 1 TYP I i 1 1 !! tt 1 I �I \ F'F ,l ; ; ;, A C 1 1 A 14 TYP 16 TYP F 1_A I I << A 1 C B 1 TYP 1 1 I 11711= 117 1 t I f 1 t TY OF RANCHO CUCAMONGA I I I I I t 1 I d 1 1 1 I 1 I ! 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OF HEAVED OR CRACKED CONC. SIDEWALK, AS SHOWN ON PLANS. LENGTH 3 REMOVE T OF CUT OUT SECTION ALSO TO BE 5 FT". PER EACH SYMBOL SHOWN. REPLACE WITH 4 IN. THICK CONC. PER CITY STD. DWG. 103. _ - ___"---�- 4- REMOVE SHRUBS, GOUNDCOVE PLANTS, WEEDS, AND DIRT BETWEEN LIMITS OF CONSTRUCTION TAGS 11t:KMOSA AVt:NUt: 14 CONSTRUCT CONCRETE HEADER, PER CITY STD. DWG. 534 AS A BOUNDARY FOR COBBLESTONE, rA K Nm D S C A P I Nfi(j% 6 REMOVE EXISTING IRRIGATION SPRAY HEADS, PIPE, & RELATED EQUIPMENT BETWEEN LIMITS OF CONSTRUCTION TAGS. DECOMPOSED GRANITE, OR PLANTING AREA. SCALE 1 ®® �20' R'"WAY LAL CAP OFF PIPE AT WORK AREA BOUNDARY. 15 CONSTRUCT COBBLESTONE PAVING PER CITY STD. DWG. 542 eROFEST ss,o�� E. O BANYAN " REMOVE ROCKS AND/ORGRAVEL BETWEEN LIMITS OF CONSTRUCTION TAGS OR NEAR SINGLE TAG. �w4 ��' �`� �� : 1 6 CONSTRUCT BOULDERS PER CITY STD. DWG. 542—A ; LOCATION PER PLAN AND APPROXIMATE BOULDER E f . 53672 DIAMETER PER THE FOLLOWING LEGEND: °' S3�72 A — 24 IN. w DESIGN REC ENDED � Exp. 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GRADE 1 -- -_- ___ ___________________ q,4 --B-ATTSR 2:8 FINISHED q SURFACE DECOMPOSED GRANITE SURFACING NOT ( — a TRAIL SURFACING: Trail surface shall be stabilized decomposed granite with 4 inch minimum base. - p q Remove rocks and debris and grade surface smooth. Stabilized D.G. is available from Gail Materials 2 io ' ----___ 4. :•:•:•:•:•:•:•:•:•:•:•.:•::•:•:•:•:•:•:•:•:....•:•.:•.:•:•:.•:................................... _......,...-•..................... ........... (909) 279-1095 or approved equivalent. Stabilizer organic binder shall be incorporated with granite fines b the use of a u mill to insure proper ratio of stabilizer to granite fines. For each 2" lift .....•.•::.-.-.:...:.:::.:::::::.:.:.:. :- 4 evenly spread the material over the area, grade and smooth. Thoroughly water entire area to ensure -- -- that the entire depth is moist. Roll the area with 1000-3000 lbs. of weight. Prior to use allow the ...... .:...:::..::::.::.:..::::...w.::::. finished surface sufficient time to dry. 0n the side to which the water drains, build up the I I FE II III + compacted D.G. to a finished surface of 1/4"-1/2" above concrete curb, allowing the water to drain over concrete curb into adjacent planting area, I DECOMPOSED - GRANITE - 1I--I RETAINING CURS DETAIL NONNI NNNM� ' � III II ,I I.I . � - ' ' •• N.T.S. CONSTRUCTION 1 PROTECT IN PLACE 1 RELOCATE SIGN TO DECOMPOSED GRANITE OUTSIDE OF SIDEWALK ,3 REMOVE TREE 1 4 CONSTRUCT CONCRETE HEADER, PER CITY STD. DWG. 534 AS A BOUNDARY FOR COBBLESTONE, DESCRIPTION DATE CITY DECOMPOSED GRANITE, OR PLANTING AREA. APPROVED: 4 REMOVE SHRUBS, GROUNDCOVER PLANTS, WEEDS, AND DIRT BETWEEN LIMITS OF CONSTRUCTION TAGS 15 CONSTRUCT COBBLESTONE PAVING PER CITY STD. DWG. 542 REMOVE EXISTING IRRIGATION SPRAY HEADS, PIPE, RELATED EQUIPMENT BETWEEN LIMITS OF CONSTRUCTION TAGS. (CA& IT Yo CAP OFF PIPE AT WORK AREA BOUNDARY. QJ6 CONSTRUCT BOULDERS PER CITY STD. DWG. 542--A ; LOCATION PER PLAN AND APPROXIMATE BOULDER OF RANCH--m u mum t;A M(38" N u A DIAMETER PER THE FOLLOWING LEGEND: 7 REMOVE EXISTING MISCELLANEOUS IRRIGATION EQUIPMENT, PER THIS SPECIFIC CONSTRUCTION TAG. PROTECT IN A 24 IN. PLACE THE EXISTING WATER METER FOR THE NEW IRRIGATION SYSTEM. B - 1 IN. '�-- C - 14-16 IN. 11 IZKMOSA AVIZIMUIZ 8 REMOVE ROCKS AND/OR GRAVEL BETWEEN LIMITS OF CONSTRUCTION TAGS OR NEAR SINGLE TAG. 1T QJ7 GRADE FOR FINISHED PARKWAY CROSS SLOPE OF 2% PER CITY STD. DWG. 100-A. SCALE 1wFAKKWA Y LAh NODSCA PING 9 REMOVE EXISTING ENCLOSURE CABINET, IRRIGATION CONTROLLER, AND CONC, PAD. EXISTING ELECTRIC METER TO Ro�E's,oFROM BANYAN'S'T TO 200 FT. SOUTH OF COCA ST. BE USED FOR THE NEW IRRIGATION SYSTEM. INSTALL NEW CONC. PAD AND ENCLOSURE PER CITY STD. DWG. 18 CONSTRUCT DRIVE APPROACH PER CITY STD. DWG. 101, TYPE C, "CONTIGUOUS SIDEWALK", MATCH EXISTING WIDTH �o ��, ST���� 522. SEE STD. DWG. 524 FOR THE NEW IRRIGATION CONTROLLER, INSTALLED SEPARATELY. w4 �° �� APPROVED B 19 CONSTRUCT SIDEWALK, FT. MIN. WIDTH, 4 IN. THICK PER CITY STD. DWG. 103, "CONTIGUOUS" CASE. ' I I . 53672 QJ1 REMOVE EXISTING DRIVE APPROACH NO. 53fi72 w DESIGN R C MENDED 2O CONSTRUCT RETAINING CURB (VARIABLE DEPTH) PER DETAIL ON THIS SHEET. TAPER 3' AT ENDS TO MATCH Exp. a6- °-" CBA Underground Y: 1 SAWCUT D REMOVE FULL WIDTH (5 FT.) OF HEAVED OR CRACKED CONC. SIDEWALK,. AS SHOWN ON PLANS. LENGTH SURFACE OF CONCRETE HEADER. � s,. � t�- � • OF CUT OUT SECTION ALSO TO BE 5 FT. PER EACH SYMBOL SHOWN. REPLACE WITH 4 IN. THICK CONC. PER Service Alert �T� f v `��,�� DRAWN ET OF' cap-• T Cl COCA CITY STD. DWG. 103. 1 CONSTRUCT 4 IN. THICK DECOMPOSED GRANITE SURFACE, COLOR: CALIFORNIA GOLD, WITH 90 MIN. call: TOLL FREE OF COMPACTION. MAINTAIN 2% CROSS SLOPE, SEE "DECOMPOSED GRANITE SURFACING NOTE" ON THIS SHEET. �-soa-422-4133 10500 CIVIC CENTER DIV CHECKED CHC) UC A, CA 91730 DRAWING Na. RD-2 2284-L TWO WORKING DAYS BEFORE YOU DIG DRrVEV 5'MSL v A [--10' ams a EXP JT 1 1/2 R/W CURB GU"U SI W ST 101-A 'M� PLE OF ED PLANE JOINT ACCESS RAMPS NON-coNTSGudtis (TIS) NOTES 1/2 W P .. PER SM Dwo 102 g s SIDEWALK i A i3 10'MAX ® i. The drive approach shall constructed with 520-C-2500 P.C.C. If the approach is to be used soon 2'ACCESS RAW S/W CONTIGUOUS after installation,a high early strength concrete mix(660-C-4000)may be used as approved by the , SEE c 5.5'R EXAMPLE US City Engineer. 11 STA L� R=5 5` a SIaEWALR •.o " Rm53' 4 PIN 0"CLF, 0"C,F. p$, LEGEND ~ 'P/W 2. A white pigmented(TYPE 2)curing compound per on 201-4.1 shall be applied to ex concrete ' 4a� surfaces per section 303-5.6. A ROUNDED A � .1 4 EXP JT = EXPANSION JOINT W LEG ND W AY SIDEWALK R MEDIUM M R 6 M1 3. When installing a drive approach where curb and gutter exist,the entire curb and gutter shall be removed. V. WPJ = WEAKENED PLANE JOINT SEE STD, No.104 EXP JT = EXPANSION JOINT SEE SID Dila.tot-C 3 4"LLP \ 4, On water carrying special designs may be ry. I a }•. BCR - BEGIN CURB RETURN vas \ WPJ = WEAKENED PLANE JOINT FOR SECOND & LARGERSTREETS ECR = END CURB RETURN EV JT BCR = BEGIN CURB RETURN 5. The total width of oil drive approaches shall not exceed 4OX of the lot frontage. CL GRADE C AGG. BASE A.C. SL - SCORE UNE = END CURB RETURN 6. The difference in the elope of the driveway romp and the slaps of the fnro(5)feet of the adjacent SEE NO P2 S/W = SIDEWALK SL = SCORE UNE B to the gutter shall not ex 15X. SEE NOTES P = PARKWAY WIDTH S/W = SIDEWALK MOTH OFD =35'MiN TO 50' CURB 7, TYPE R-1&2: P = PARKWAY WIDTH GUTTER TYPICAL HALF ROADWAY SECTION DIMENSIONS AEXPANSION JT. EXPANSION JT. S/W = 4' MINIMUM �,J DIMENSIONS o. Use for single family residential properties on local residential etre -RADIAL = 5' MIN. CENT TO WALLS S/W = 4' MINIMUM REMOVAL-LIMITS REMOVAL LIMITS 6' MIN, ENT TO CURBS RAD2 = 5° MIN.ADJACENT TO WALLS b. "W"shall be 12 feet minimum, 16 feet maximum for 1 or 2 car garages and 24 feet maximum for all others, W P1 = 2.5' MINIMUM FOR CURVILINEAR ONLY = 6' MIN.ADJACENT TO CURBS c. The outermost edge of the approach shall be minimum of 5 feet from the projection of the aide DESIGNATION R/W W P A 0 b C AC"` E" T.I. 03, P2 = 0.5' MINIMUM P1 = 2,5' MINIMUM property line, 10 feet from a B.C.R.and 20 feet betty approaches on the some lot unionotherwise , P1 = P1 2 P2 = 0.5` MINIMUM approvedby the City Engineer. INDUSTRIAL 60 44 11 2010' .13 .30 /4 7 RAD 6. TYPE C: LOCAL 60' 36' 12' 208' .20 .34 3" 4" 5 �2 = P + S 1 = P7 1/2"R. "H"rATass AT CURB 1 siV RAD RAD2 = P2 + SAN To AT SIDEWALK POURED momounacint RETURNTO a. Use for all c ether than 7.a,shave. COLLECTOR 66' 44' 11' 2010' .13 .30 4"/4" 6 PROPERTY b. The radius"R"of the curb return shall SECONDARY 88' 64' 12' 3010' 04 ,13 .30 5"/6" 8 VE APIPROACH. E NDTESr R Tr NOTES, ""° ..................* the sidewalk with a minimum of 6.5 feet wand a maximum 0 foart.c Thecurbreturn shall be poured E' Jr 1. WEAKENED PLANE JOINTS SHALL BE USED FOR 1. WEAKENED PLANE JOINTS SHALL BE USED FOR 6� 1/2"R URB HEIGHT PLUS 6"min. monolithic with the drive approach. ALL S,EXCEPT EXPANSION S SHALL 4, ALL JOINTS,EXCEPT EXPANSMN JOINTS SHALL SECTION A-A MAJOR 100' 72' 14" 3011-33'711 1.081.28 SPECIAL 9 BE PLACED rN CURB,GUTTER AND SIDEWALK AT BE PLACED IN CURB,GUTTER AND SIDEWALK AT c, For single family residential properties on collector or larger ,"W"shall conform to note 7.b DESIGN THE BCR AND ECR,AND AR UTILITY PIX.ES UTlliTY LIR THE BCR AND ECR,AND D UTILITY POLES and the can thicknessmay be reduced to 6 inches. DIVIDED MAJOR 120' 94'LOCATED 13` 3 1O• 9 d. For s with cobble curb gutter(Standard Plan 105-B),the cobble shall extend as for as ABOVE LINE INS ALK A NOT RUCTIFLUSH� RAD LOCATED IN SIDEWALK AREAS. a CURB AND GUTTER SHALL BE CONSTRUCTED CURB 2 P_ CURB AND GUTTER SHALL BE CONSTRUCTED possible into the curb return, SEPARATELY F SIDE WALK, SEPARATELY FROM SIDE WALK. 3 WEAKENED PLANE JOINTS SHALL BE T EXP JT a WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOTES: AT REGULAR INTERVALS NOT EXCEEDING 10 FEET &R AT REGULAR INTERVALS NOT EXCEEDING 10 FEET /f WALK AND CURB JOINTS SHALL BE ALIGNERWALK AND CURB JOINTS SHALL BE ALIGNED 3/4"UP(1/2"R) 1. THE LEVEL UNE OFFSETS ARE ED UPON A HT GRADE CROSSFALL OF 1.70%. 4"" � " EXCEPT DIVIDED MAJOR WHICH TAKES SPECIAL DESIGN. W AY AT FLOW LINE S/W O.5" Wim, SWAuc 4'MIN 2, THICKNESS OF STRUCTURAL.SECTIONS BE ASD MINED BY SOILS REPORT, C SEE STA DWG 10t-C I INDEX AND STREET DESIGNATION, PREPARED BY SOiLS ENGIN PRiOR TO F{ APPROVAL OF IMPROVEMENT P 'CURD .';..•' WPJ S/W 4'Mm. � � 0 1 4"PER FT. i [.ANS.MINIMUM THICKNESS, PER TABLE, PREVAIL s� ROADWAY SURFACE7 / 3. A.C. OVERLAYS & FINISH COURSES, MIN. 0.1', C2-AR-4000. E COURSES MIN. 0.15' :: 1 2 B-AR-4000. SINGLE LIFTS SHALL BE C2-AR-4000. FINISH & MULTI-LIFTS SHALL. BE 1/3 ........ ......... l a VPJ a ° "I 6® SECTION THICKNESS, MINIMUM. $'PLUS CURB VHEELCHAMGUTTER L1 HEIGHT(MIN) 4. CRUSHED BASE SHALL BE AGGREGATE OR SLAG AGGREGATES. ACCESS R w 5. A.C. MAY BE SUBSTITUTED FOR E AS DETERMINED BY SOILS ENGINEER, AT NO TIME CAN to N � RAa1 era DVC,wi�DEWALK � PER STD.DWG ioz E�� ExP� N SECTION B-B w SEE BASE BE LESS THAN 4". SEE STADWrA 1 " TYPE C n 6. SIDEWALKS MINIMUM WIDTHS VARY. 4" AT PROPERTY UNE, STANDARD; 5° ADJACENT TOW ; r 6' CENT TO CURBS, OR 4CUIMUN .N CI RANCHO GC OCA, CALIFORNIA N , CI OFRANCHO CUCOA, CALIFORNIAIRANCHO CUCO , CION APPROVED BY, CI O RANCHO CUCA ON CALIFORNIA T BY, STANDARD PLAN N�P APP BY: a SIDE D P SIDEWALK D P STANDARD p�y STANDARD PLAN BYI ANDARD PIAN OU AND JOINT TAIL 103 N LAYOUT AND JOINT DETAIL 103 a APPROACH 8e SIDEWALKe OAC SIDE UJ ROADWAY SECTIONS �` QCITY 24963TM STANDARD SPECIFICATIONS FOR PUBLIC WORKSINEER steT 1 z CRCE.E249 3 DATE USE WITH STAN SPECIFICATIONS FOR PUBLIC WORKS CTiON SHEET 2 2 CITY ENGINEER DATE 101 �+ cxrY ENGINE DATE in 101 100-A R C.E 24953 USE STAN SPEGiFlCATlONS FOR PUBLIC WORKS CONSTRUCTION SHEEP 2 OF 3 USE WITH STAN FICA FOR PUBLIC WORKS CONSTRUCTION a mm ENGINEER 24953 DATE ST SHEET 1 1 R.C.E. 24953 SHEET'3 of 3 "OSS SLOPE SIDEWALK AND JOINTS SIDEWALK AND JOINTS DRIVE A PPR OA CHES &e DRIVE A PPR OA CHES PARKWAYull. not CASE 1 MORTAR EVEN WITH FLAT SIDE UP CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. 2% COBBLESTONE SIDEWALK .� } .. 4 A v 4 .4. �4 4 4 .4 3•MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER PER STD 542-A (LOCATE PER PLAN) 3'MIN.SOIL DEPTH AT EDGE OF COBBLE --- COBBLESTONE CONCRETE HEADER - 1/2" RADIUS .. 'ii-••i'i'*a®;..w:4,y"• BOULDER SIZE AND EXPOSED EDGES AND FiNISH PER PLAN LOCATION PER PLAN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 3-1122"MINIMUM 2- IN PLANT--BED CONCRETE BED CROSSINGS EXPANSION JOINT 6" OR 8" CASE 3 6' 24"-aI a" ,Max. MORrAREosTa�aEswALE 112*RADIUS EE NOTE FINISH GRADE DfirEPTH s•r a•. 4' Ii��IIII�IIIAp® III=111 4"CONCRETE BED CONCRETE CURB ? ..®•,�; , ' ( •-D• I I El I I11f I I COBZ ESTONE BENEATH COBBLE Wl#3 BAR p z 2'MIN.t 4'MAX.RAD. ® I- 3 RE-BAR CONTINUOUS i CURB$GUTTER SEE DETAIL FOR UNLESS OTHERWISE INSTRUCTED)/,/ I- r 6"PCC MOW CURB �LU END CONDITIONLU / 4 PER CITY STD.534 _,// ADJACENT HARDSCAPE • 'e 4 76"PCC MOW CURB UNDISTURBED NATIVE SOIL REFER TO PLAN PER CITY STD 534 AREA AEA COBBLESTONE ° 4 • HARDSCAPE .4 4 z 4 4 w SIDEWALK HARDSCAPE moi, JOIN AT RIGHT ANGLES(TYP.) �"•-•� 24" 3'MIN.!4'MAX.RAD. EXISTING CURB OR WALK NOTES: END CONDITION NOTES: t.CONCRETE CLASS 520-D-2500. 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST M OF BOULDER'S DEPTH INTO SUB-GRADE AS 2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE BOULDERS:MAX.Mr-MIN.i'6' BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. COBBLESTONES:MAX.18*-MIN.6"WITH ONE FLAT SIDE 2.112"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. NOTES: 3.BOULDERS SHALL HAVE I/a EMBEDMENT,COBBLES SHALL HAVE 2P3 EMBEDMENT 1. PROVIDE SCORE JOINTS AT 10'-0" Q.C. AND 3/8" EXPANSION 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D'MORTAR.I PART CEMENT TO 2-211 PARTS SAND,2006 PSI 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. JOINTS AT 20'-0" O.C. PORTLAND CEMENT CONCRETE.(NO`DRY-PACK'ISALLOWED) a.90%COMPACTED sub GRADE. 2. 8" WiDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND S.A SAMPLE AREA,MIN.40 SQ.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TOPROCEEDING WITH REMAINING ROCK WORK. GROUND COVER AREAS AND BETWEEN CiTY-MAINTAINED TURF AND 6.FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. PRIVATELY-MAINTAINED AREAS. T ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. p 3. CONCRETE TO BE 520-C-2500 MIN, cv � 8.ALL COBBLE STONE AREAS SHALL HAVE 6"z6"CONCRETE HEADER AS AN EDGE AT PLANTING. m 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W. CI OF RANCHO CU�t O , CALIFORNIA a CI OFRANCHO CUCA OGA, CALIFORNIA N CI O RANCHO CUCA ONGA, CALIFORNIA RIVER WASHED GRANITE APPROVED BYv STANDARD PLAN r APPROVED BYI STANDARD PLAN W COB STONES 542 BOULDER INSTALLATION Ln 542--A CONCRETE 534 'Lu CITY DATE STAN SPECIFICATIONS FOR PUBLIC CnoN (u Crrr DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CTION wCR. 24 ER � SHEET 1 1 24953 I 13FI w Rr-E. 24953 SHEET 1 OF 1 DATE USE WiTH STAN SPECIFICATIONS FOR PUBLIC WO C7i0N UUBBLESTONE PA VING 11(jULDER INSTALLATION C ONCRETE HEADER QRaFESS/o S 7- c� No. 53672 z rn a EXp. 06-30-11 -� Alf CIV1\, aQ �rF OF CAS-1���� DESCRIPTIONI I CITY APPROVED: CITY 041"m RAN"CH"O C'u"CAMONGA" CONSTRUCTIONDETAILS 'm Vo""'Ne "mom A tz Ut I I NNW M 0 MO%IN 10 'm && &D aft^A mow"N(03o rAKKWAY LAN 5%,o F1 lies r DATE:APPROVED BY CITY ENGINEER . 53672 DESIGN RE MENDED U`BA PLAN PREPARED Y.• DRAWN WEET CBA THE CITY OF RANCHO CUCAMONGA 01 10500 CIVIC IV OF 9- CHECKED RANCHO CUCAMONGA, CA 91730 DRAWING NO. e 4 GENERAL LATERAL PIPESIZING NOTE: MAINLINE NOTE: WA�] CONTRACTOR TO APPLY PIPE SIZING AS SPECIFIED ON CONTRACTOR TO SLEEVE ALL PIPE(MAINLINE AND MAINLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC. PLANS. SIZE FROM ALL REMOTE CONTROL VALVE LATERAL)AND CONTROL WIRE WHERE THEY UNDERLIE CONTRACTOR IS TO INSTALL MAINLINE IN PLANTER DISCHARGES IS 1 INCH. PROCEEDING FROM THERE IN HARDSCAPE, INCLUDING BUT NOT LIMITED TO, AREAS WHERE POSSIBLE AND ROUTEE AROUNDA LICE SIZE TO 3 THE COBBLESTONE PAVING, STREET PAVEMENT, D ACCESS RAMPS. THE DIRECTION OF FLOW, 4 INCH, MINIMUM SIZE,WHERE SHOWN ON PLANS. THIS SIZING SIDEWALK,WHETHER OR NOT SHOWN ON PLANS. SEE SCHEME IS TYPICAL OF STATIONS 2 - 10. DETAILS L,M,AND N, SHEET L-7. CONTRACTOR SHALL SAWCUT EXISTING PAVING AND PLACE AS REQUIRED. MINIMUM SIZES FOR SLEEVES SHALL BE 6"FOR PEPE AND 2"FOR WIRE. 41 t 1 ft I I Ik d t I P I �`A! if I I ►i \ 1 I � r \\of 1 1 i\�/ \\ "'-•--.-y -- -------------_-_-_..,___-___ -__-_.__-___-_----. ------- --� ------------- ----------------------------- --------------------------- ---�---,..---- -------�---.-___-__-�_--�___-_ ----- --- ----- --._-___,�___�-,_.._�___.�___ -_- ___ _ --------------------------- ,...__ ___ ------------------- _ - - - - - _ -. � mmm9mmor" TnWM` I 1"It."�"I °�I. 00"mI � �I"MMM II 10001"SI". 0�t PI w. (I a=="1 omPI w 1I� I--1 �1.- T .ce 1-91 "1"' 900'M -I _-`10 .}� tm� " 7 ° 1 ' � ' Imm=� ummw �"T3I I{ t 1 f " t 4 1 I I 1 I I I I I I I I I 1 I I I I 1 t --- �-- --s� " - �_io_o RaW 4 _ - L011=L _1-...115117 7 L--------------------------------J -------------- ________________-________----__- -----__________----__- - ------ -3--_______------________-------_________---_______-____--------_-----_--__-------_-__-_---------____________________________---___-3N__ ------ -3p____-----______-------____----------_____------_-____-____--__________----______________--------_________________________-___---- _ �_______._________-_______----________-----______-. ._..___-___+_._________-_____c�_.I-______________ __-_____-- _ 4 4 4 N__ ____-- ------------------------------------------------------------------------------------ 4 4 r 9 1 + 00 11 - 00 12 + 00 1 + 00 14 + 00 15 + 00 16 + 00 I 3. 3. 3._ - __--1t--_____________ _______________-1I ---_---_,-,-. ---..-...--_ -------�rL� ---r--�'1--f-----_LT_a--`i®-r___)s<._r_-_s_-_-___�?spmo5-_i�--s_-s_-_-i..r-�_-�--r-.__�--,...--�------ -r_- _ -_^'rt'1---r--©_�---0_r_-_---te-r--lr3.-.�_-.-_--_�_-__-@s-.--.�,---•_-,-_..-..---.r-_--_-_r_®__-_r---. ---r----_------®-----_i-_f_t--°-,'---r----Q-_-v---_-.-f-_--1--`,�,_�.. .---...-..-,�-_.-.----�.-t✓�w--sew--S/-eL,-®-r--------._-�r--_©----r-�----�-_.��_r-_�--_�--_C_-)--�----C-)---p-�-__ r_ 3 --_ p _ --4 ---------------------------- ------ - - _._---- = _____ _ ___ --------- - - - - ---�-_Q----s-�- It--/Q- - �c� ' �.%.. -----_ -- ------- --- --- _ _ __ i _ _ - r I I I � 'I t Ig, I I I i t I w I t 4 I I I 1 1 k I I mmmmJn I I Immm I I I 1 1 I 1 I I 1 I I 1 I 1 I 1 t I 1 t I 1 I I I I 1� ...-.......-.i---d'---'°'---.L__...s._""_a"___'.___a'__-.s.,..m.....,,a.._....,..-.a.-.......x.___'`__-�---_.x.- .a____...L__ I -_.z__....t..m.m_i.___'°'---s'---�- iL-_-.�'-_-.a._.......a.---d`---d'---.a...... a...y.-...t_-_i_-®s.-�....®.a.........-.a..-.m.....J..___.i -.L-®.-.i._.._..e..a..-._....s.__-i®-_.i-_......s..-.-.®i_--ia._._.......i.....,,_-i.®®_�_-®.L_...........�.-..m..�..s....__i®_-.i®--.e.._..®.-.a..-__i®__a..--.-,a......®..®a._--J`---.i_....- _i®-_�_ L ...._� __i...-....t..-®.-.s.___L_®_.a......--..a._®-.i_®_a.....,�..-.i-__a.._-..®.J...®.....m.a..�..__�-___i_-_.'..-._®i__® _ I s. -.,...s.....__d'__-s--....e.---'-_-_ _.....�..--_.�__-a.._.------y----i.-- __ ---s._._._i.---a.,._..._,6.-__y---...a.._------J-_ r' 7 8 All ``•�\ `` et 1 1 of !!!/` PRESSURE REGULATORMODULE ( - ) REMOTE ONTR OL VAL VES IRRIGATIONNOTES f" AL "ULATION NOTE: PRESS UR E, L()Nss CONTRACTOR TO ADJUST EACH FRS MODULE AT 1. USE THE EXISTING WATER METER. DISCONNECT EXISTING IRRIGATION SYSTEM PIPING AT THE WATER METER OUTLET AND REPLACE IT REMOTECONTROL VALVES AS NECESSARY TO ALLOW WITH NEW EQUIPMENT AND PIPE PER PLANS AND SPECIFICATIONS FROM THAT POINT DOWNSTREAM TO AND INCLUDING THE IRRIGATION STATIC PRESSURE : HIGH 106 PSI LOW 99 PSI SUFFICIENT PRESSURE AT THE DISCHARGE OF EACH ITN .4 GPM 7 9.49 GPM NOZZLE HEADS. DATA SUPPLIER: CUCAMONGA VALLEY WATER DISTRICT; INFO DATE:JUL 20, 2010 VALVE. 1" 572SO. FT. 1 670 SO. FT. PHONE NUMBER: (909)987-2591 ;NAME OF CONTACT;TED MUNSON 2. THE EXISTING WATER METER SHALL BE FOLLOWED BY THE FOLLOWING ITEMS IN THE ORDER LISTED: A STRAINER, PRESSURE VALVE STATION NAME & FLOW: "I" ; 10.4 GPM ; STATION IS FURTHEST_ OR HIGHEST REGULATOR, GATE VALVE, REDUCED PRESSURE BACKFLOW PREVENTION DEVICE, A QUICK COUPLER, FLOW METER, AND MASTER VALVE. - t'S 8.4 GPM 10.4 GPM ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, ITEM SIZE QUANTITY FLOW RATE P.S.I. LOSS CUCAMONGA VALLEY WATER DISTRICT STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. WATER METER 1 . 1 10.4 GPM 0.7 RECLAIMEDFUTURE ATE SYSTEM NOTE: 1 if 572 ,! 720 SQ. FT. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. STRAINER 1 . 1 10.4 GPM 0.1 CONTRACTOR TO ADHERE TO ALL APPLICABLE C PRESSURE REGULATOR 1 . 1 10.4 GPM 3.0 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK CGS-I STAINLESS STEEL ENCLOSURE WITH LOCK, R.P. BACKFLOW DEVICE 1 . 1 10.4 GPM 12 STA S D THE CITY'S RECLAIMED WA /T 7 AND SHALL BE INSTALLED PARALLEL TO THE STREET. FLOWMETER I ° I 10.4 GPM o STANDARD DRAWINGS D SPECIFICATIONS AT MASTER VALVE 1 . 1 10.4 GPM 0.8 TIME OF INSTALLATION. S C U C 1►r 522 . 4. THIS DESIGN IS DIAGRAMMATIC ALL PIPING VALVES ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND GATE VALVES 1 . 1 10.4 GPM 0 WATER GENERAL NOTES N -l. SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, WALLS, MAINLINE (CL 315) 1 1/4" 43 LF 10.4 GPM 3.4 STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT AND ARCHITECTURAL FEATURES. REMOTE CONTROL VALVE 1 . 1 10.4 GPM 0.7 Ilk REMOTEU"ONTROL VALVEKEY" 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY ANGLE VALVE PER STD 520 1 . 1 10.4 GPM 0.1 WORK. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE CITY FOR DIRECTION. LATERAL 1 " 175 LF 10.4 GPM 4.8 LATERAL I " 5 LF 5.1 GPM 0 LATERAL 3/4" 3 LF 2.7 GPM 0 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL LATERAL 3/4" 34 LF 1.2 GPM 0 TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND VALVE I.Q. NUMBER 7 1 FACILITIES. MAINLINE & LATERAL PIPING LOSSES SUBTOTAL: 8.2 P.S.1. FITTINGS LOSSES ESTIMATE (10%OF PIPING LOSS): 0.8 if 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION NOZZLES AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ELEVATION OF IRRIGATION HEAD 1625 FT. VALVE SIZE 1 523 . ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING ELEVATION OF WATER METER 1625 FT. INCREASE IN ELEV TO HEAD(DECREASE=NEGATIVE) 0 FT. NOZZLE SCREEN (PCS) IN ALL IRRIGATION NOZZLES AT INITIAL CONSTRUCTION. INCREASE IN ELEV TO HEAD X 0.433 ; (DECREASE-NEGATIVE) 0 PSI NET SYSTEM LOSS: 26 PSI 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE IRRIGATION NOZZLES SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE IRRIGATION PRESSURE REQUIRED AT IRRIGATION HEAD: 30 PSI IRRIGA TION NOZZLE L r_ff.._.`GEND SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE IRRIGATION NOZZLE ON EACH SIDE OF THE OBSTRUCTION SO AS TO TOTAL PRESSURE REQUIRED: 56 PSI PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. AVAILABLE PRESSURE(LOW) 99 PSI RESIDUAL WATER PRESSURE. REQUIREMENT IS 15 TO 20 PSI. 43 PSI SYMBOL I I L I I / I APPROX.QUANTITY- 9.INSTALL FOUR (4) SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE * CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF • BOTH SHEETS 74 PSI. CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. POP UP SPRAY HEAD-5 SERIES MPR 5' 90 DEG RAIN BIRD 1x12-SAM-PRs-SQ MPR w/NP CAP 0.1 1.53 30 53 (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. POP UP SPRAY HEAD-5 SERIES MPR 5' 120 DEG IN BIRD 1812-SAM-PRS-ST MPR W/NP GAP 0.13 1.58 30 3 - - - POP UP SPRAY HEAD-5 SERIES MPR 5' 1180 DEG RAIN BIRD 11312-SAM-PRs-5H MPR w/NP CAP 1 0.2 1 1.58 30 423 1 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER PER WEEK APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. IRRIGA TION irt.-j"w L")UIPMENT LEGEND 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000E-12-LR/RRE, W/TPI-TPI10 INSTALLED WITHIN A CALSENSE ENCLOSURE , MODELI I l TY SSE-R. ELECTRIC METER SHALL BE ENCLOSED IN A SEPARATE STRONGBOX ENCLOSURE, MODEL. MPS-A16-10K. SYSTEM SHALL BE ,A P MNFCTR MODEL O. OPERATIONAL PRIOR TO THE CITY"S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. I I -CP- - - S-D ELECT I E OTE CONTROL VALVE, SIZE 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER �OF�s oY Im Kh Ak ak 80" 00 C' 'CMONGA AS SHOWN. SEE PRS-D NOTE. HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY �� � S T���� NEL 7645 � CIT"m O"m am" ANUH u A THE DEVELOPER. �����. �� IRRIGA TION PLA At 4 I . QUICK COUPLER VALVE WITH PURPLE �' co LOCKING COVER AND ACME THREADS. 14. ALL IRRIGATION NOZZLES SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE NO. 53672 INCLUDE KEY AND HOSE SWIVEL. DESIGNATED ON THE PLANS. w r77 NLRMUSA AV 0-1 Exp. 06-30-11 APPROVED SCH.40 V MAINLINE, SI A SHOWN, MIN. COVER 18"- 15. ALL POP-UP TYPE IRRIGATION NOZZLES INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE IRRIGATION NOZZLE IS 114" s,hr _ Cf 1� �� PAK A N %oAr %a 2 'a ff"k KW " Y LAk "DIS'"a OL 1" N5 ABOVE) "DO NOT DRINK".PVC PURPLE � D WATER PIPE, MARKED ABOVE FINISHED GRADE. � � of GAS-tib®10t ( } APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN, MIN. COVER 12"-PURPLE RECLAIMED WATER PIPE, APPROVED BY .,.. DATE: MARKED " O NOT DRINK". CITY I R.C.E. . 53672 ===== ---------- APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE DESIGN RG ENDED INSERTED UNLESS OTHERWISE NOTED- 1� Underground CBA PLAN PURPLE RECLAIMED WATER PIPE, MARKED Service Alert D T "DO NOT DRINK."SLEEVE ALL PIPE WHERE C/ F EVER IT UNDERLIES COBBLE OR HARDSCAPE. Call: TOLL FREE OF 1-300-422-4133 10500 CIVIC CENTER IV 1111111--20" ® CHECKED NC CUCAMONGA, 1730 DRAWING NO. RD-2 2284-L TWO WORKING DAYS BEFORE YOU DIG SCALE 1 MAINLINENOTE: TYPICAL SLEEVING NOTT: INLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC. CONTRACTOR TO SLEEVE ALL PIPE(MAINLINE AND CONTRACTOR IS TO INSTALL MAINLINE IN PLANTER LATERAL)AND CONTROL WIRE WHERE THEY UNDERLIE AREAS WHERE POSSIBLE AND ROUTE AROUND ADA HARDSCAPE, INCLUDING BUT NOT LIMITED TO, GENERAL LATERALSIZING NOTE: ACCESS RAMPS. COBBLESTONE PAVING, STREET PAVEMENT,AND SIDEWALK , ETHER OR NOT SHO ON PLANS. SEE CONTRACTOR TO PLY PIPE SIZING AS SPECIE ON DET , M,AND , SHEET L-7. PLANS. SIZE FROM ALL REMOTE CONTROL VALVE CONTRACTOR SHALL SAWCUT STING PAVING D DISCHARGES IS 1 INCH. .PROCEEDING FROM THEREIN REPLACE AS REQUIRED.THE DIRECTION OF FLOW, REDUCE SIZE TO 4 INCH, SIZES SLEEVES E "F OR PEPE MINIM SIZE, ERE SHO ON PLANS. THIS SIZING 2PP FOR SCHEME IS TYPICAL OF STATIONS 2 - 10. I 11 I I I I t i PI I 1 11 t I / 2 — I , ___-___-___ ___-___1___ ___r___ -------- _ ___r___-___ -___y___r___r___�___,..e___�___�___..,___4_ �___-___-___�___-___., �___..�___�___1___.y___.�___�___�___�___�___,.,___ -�___r___r___...'___�___�___�_ _r___.� _.y___�___�___..P___�___-___�___�___�___-___�___�___r___ "'a'~ ,'` \� / I 1 \ ,f ♦ -,..,,, - P I I I I I I 1 I 1 I 1 1 1 I I I I 1 I I ! 1 '----'-'a---"-`-__---- ---'+-"-`+----+-- -+- ----'----,-_- --- I sommomm •+- fig- ___ ___.� __s. _.L_ _s.__ �__ r..___ _ I I tmmmoI I I- 1 .,� MR, 5 ..�'.' ,_ . ; �- ?• - ( ® ' ..},q.� y�Q—Q —Q—Q ©--Q Q -��%= ,_ r °4_.y2 �,._ ,� L_______________ _______________a . ---_— ----�—Q --�—Q =Q _ - -� � �--�_ �___� __ ___ -- ___ — �—Q�_ _________________________________.___________-________---_____-----_________-__-___ ----____---_______-- ______ __N______________-__________________________________________________._._________ II __--__ ___________---___________---___---___________________----___-----________________----------___----------- _- -_ - -�" -_ __ 4 4 II 3 _ si It II T___ 3" ■ ( I I I I I — _ 16 + 00 17 + 00 1 + 00 1 + Oa20 + aa 21 + aa 22 + a T I I I t" I I 4 �--------------------------------- ______________-„.._____ II 3" --------------------------- ----- -------------------------------- -___------------____-----________4 — — — __________________ ___ _________________ __ __ _ _ _ _ ___ __ __ ____ _ -Q--fl� Q--'tom— —�--Q --- - --Q---Q- -Q- _�..— 7:. —� -© =i Q- =Q --_ -- - - - - - -- �- �-- - - ------------------------------------ - --------------------- Y_ - _ _ _ �— — — — _ -- -- --- --- — — 7115 _ .• ,. v ;;. -. �'a 1-_ _.__________ ____.__________ �r\"P -a- .1 - - x- E it T.--� 1 -� � � _ \ � �-°Q k ! 3” ! " I I I I I I I I I ! 1 I { 1 I 1 t ! `�♦ '/�f ♦ t 1 / l ' - (_ �T__ _ I _ _ I \ I s �� 1 I I 1 I ! I 1 ON I I I I ®® ®®---o I I I I 1 I I '1-'-" �\ ! ! 1 I t i i i 1 I I I I ___.a.__ ___.i.___i___.i..___i___.L__..._i__ - — 1. .i___.�.___.a.___-___.c,___i___ _.6___.i___.�.___.La.___.aa � ___a.___.L___A___ 1 `t 1 ,/' III III �• f 11 l \ 11 I I II ! It 1 I Ik l_ t SEE P.O.C . ENLARGEMENT PRESSURE REGULATOR MODULE (PRS-D) BELOW AND TO THE T NOTE: CONTRACTOR TO ADJUST EACH PRS MODULE AT CONTROLLER NOTE: POINT OF CONNECTION : REMOTE CONTROL VALVES AS NECESSARY TO ALLOW AUTOMATIC IRRIGATION CONTROLLER TO BE CALSENSE, CONTRACTOR TO CONNECT AT OUTLET OF EXISTING ,, r� WATER METER. INSTALL A l S, R, 1 PRESSURE SUFFICIENT PRESSURE AT E DISCHARGE OF C PEDESTAL MOUNTED. MODEL AS SPECIFIED IN IRRIGATION LEGEND. INSTALLATION LOCATION SHOWN REGULATOR, 1 GATE VALVE, 1 REDUCED PRESSURE IS APPROXIMATE;VERIFY PRECISE LOCATION WITH THE BACKFLOW PEVENTER, 1" QUICK COUPLER, 1"FLOW CITY ENGINEERING INSPECTOR. IRRIGATION METER, 1" MASTER VALVE,AND EXTEND MAINLINE TO CONTRACTOR SHALL PROVIDE AND INSTALL BATTERIES VALVES AS SHOWN ON PLAN. IN CONTROLLER FOR BACKUP POWER. ISTING STATIC PRESSURE: 99 PSI RECLAIMEDFUTURE A.T SYSTEM NOTE: SYSTEM DESIGN PRESSURE: 50 PSI CONTRACTOR TO ADHERE TO ALL APPLICABLE CVWD MAXIMUM FLOW: 10.4 GP STANDARDS AND THE CITY'S RECLAIMED WATER STANDARD DRAWINGS AND SPECIFICATIONS AT THE TIME OF INSTALLATION. SEE CVWD RECLAIMED WATERN SHEET -1. U. ENLA R%GEMENT NEW 1"PRESSURE REGULATOR NEW LINE SIZE GATE VALVE NEW 1"STRAINER NEW 1" REDUCED PRESSURE -[RjWGA TION P-..j E UIPMENT LEGENL) am mmmft BACKFLOW PREVETER .o IMGA TION NOZZLp"r.' LEGEND NFCTR MODEL NO. ,�►`'� �` NEW QUICK COUPLER EXISTING 1"WATER METER NEW 1" FLOW METER SYMBOL DESCRIPTION L I I / I aPB�°T aH� EXISTING V WATER METER 0 NEW 1 ° MASTER VALVE POP UP SPRAY HEAD-5 SERIES MPR 5' 90 DEG RAIN BIRD 1812-SAM-PRS-5Q MPR W/NP CAP 0.1 1.58 30 53 1 POP UP SPRAY HEAD-5 SERIES MPR 5' 120 DEG RAIN BIRD 1812-SAM-PRS-5T MPR W/NP CAP 0.13 1.58 30 3 IL NS S 1" Y STRAINER !"1 NEW 1 -1" MAINLINE ENDING Q — — — POP UP SPRAY HEAD-5 SERIES MPR 5' 180 DEG RAIN BIRD 1812-SAM-PRS-5H MPR W/NP CAP 0.2 1.58 30 428 ► TO REMOTE CONTROL VALVES WILKIS 500 1" PRESSURE REGULATOR J AS SHOWN ON PLAN WATTS B-6400-SS 1"GATE VALVE �►` FECO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTOR INSTALLED IN A COAST GUARD EXISTING SHACK ENCLOSURE, MODEL CGS-1 WATER LINE AREMOTE (170ANTROL VALVES CALSENSE F -1 B 1" FLOW METER t'l "\10.4 GPM t9"N 10-0 GPM SUPERIOR 3100- W SERIES 1" NORMALLY OPEN MASTER VALVE 1 rr709 SQ. FT. 1 rr CALSENSE ET200oe-12-LR-RRe 12 STATION IRRIGATION CONTROLLER. TP1-TP110 ADDITIONAL EQUIPMENT TO INCLUDE A CALSENSE ENCLOSURE MODEL SSE-R WITH CI TY 8 FT. GROUND ROD TO BE INSTALLED IN DESCRIPTION REVISION APPROVED: 8.4 GPM9.8 GPMCABINET BASE. 1 i572 SQ. FT. 1 690 SQ. FT.rr STRONGBOX MPS-A16-10K ELECTRIC METER ENCLOSURE WITH 8 FT. gm GROUND ROD TO BE INSTALLED IN CABINET m AM 8.4 GPM BASE. C"ITY Or mANCHO CLA&C A MONEGA if 572 • • RAIN BIRD FB-CP-NP-HAN-PRS-D ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN. SEE PRS-D NOTE. IRRIGA TION PLAN NELSON 7645 IN, QUICK COUPLER VALVE WITH PURPLE Nt:RM0bA Avt:NUt: LOCKING COVER AND ACME THREADS. REMOTE "ONTROL VALVEAKE-1w INCLUDE KEY AND HOSE SWIVEL. APPROVED SCH.40 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 1811- SCALE 191-20" rAKKWAAK Y L Ak NDSUAPING CL. 8"- CL. 315 PVC PURPLE RECLAIMED WATER PIPE, MARKED Q ,OFp� (2"AND ABOVE) "DO NOT DRINK". �p P�� ST VALVE I.D. NUMBER 1jr APPROVED SCH.40 PVC LATERAL LINE, SIZE AS SHOWN, MIN. COVER ��' e� DATE:APPROVED BY . . VALVE SIZE 1 rr ,� 12"-PURPLERECLAIMED WATER PIPE, No. 53672 ENGINEERCITY 53672 MARKED DO NOT DRINK . w rF7 DESIGN Exp. 06-30-11 RE MENDED ————— APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE ® Underground Y. INSERTED UNLESS OTHERWISE NOTED- Service Alert sT� cm�- DRAWN PURPLE RECLAIMED WATER PIPE, MARKED Call: TOLL FREE OF CAS� CBAT- Cl C EET "DO NOT DRINK."SLEEVE ALL PIPE WHERE 1-�00-422- REE 1 D5® CIVICDRIVE6 OF 9 EVER IT UNDERLIES COBBLE OR HARDSCAP CHECKED C U , 173 WING O. RD-2 2284-L TWO WORKING DAYS BEFORE YOU DIG ENCLOSURE MODEL PER IRRIGATION LEGEND SHALL BACKFLOW PREVENTER m 4 BE STAINLESS STEEL ASSEMBLY �w SCH 80 PVC UNION COAST GUARD SHACK a SCH 80 PVC UNION SIZE DEPENDENT ON NIPPLE-TYPICAL ¢ BACKFLOW DIMENSION (4)PLACES z o CARSON MODEL 1220-1214"X'21" �ua CARSON MODEL 1220-1214"x21" o VIOLET/LAVENDER WITH LID MODEL WHITE ------- -- PIPE SUPPORT PER CVWD m PURPLE WITH LID MODEL LT Z w NIPPLE-TYPICAL - T �°.. AND STAINLESS STEEL BOLT z m 1220-4 WITH STAINLESS STEEL BOLT. BLUE (4)PLACES I --- - STD.DWG.305. wo z COVER ETCHED"STRAINER" ®Z COVER ETCHED"PRESSURE REGULATOR" O� 1"\ 0 ng (CARSON OR EQUAL) g I } (CARSON 4R EQUAL) NIPPLE M FINISH GRADE ¢ FINISH GRADE RED P BLACK I I 6"THICK X 12"WIDE WATERPROOF ALL WIRE IRRIGATION CONTROLLER CONNECTIONS ( I VARIES PER SIZCONCRETE (LENGTH ----- ( PER CVWD RT z I MANUFACTURER}SLOPE TO PIG TAIL EXPANSION ( i•a- I �e qy T7 STD.DWG.305.^- DRAIN AT MINIMUM 2% aJ Y C Y VIOLETTN/LAVENDER WITH LID MODEL LOOP(MIN.24"LONG} 12"I I FINISH GRADE RECYCLED WATER 1220-4 AND STAINLESS STEEL BOLT. UNION z z WARNING TAG PLACE AT GRADE IN TURF AREAS 2 (SEE NOTES) a•;w +••:►a•-;r o.►�••;g j••; a•s PVC SLEEVE STRAINER WILKINS AND 3"ABOVE IN PLANT BED. x ;; ;r.a•:. ::•:,:.�:> }.; :; x: w m PRESSURE REGULATOR a•;s.,®• a•. ► REQUIRED FOR WYE S-YS-150(1"-6") s•:w PIG TAIL EXPANSION at re® *'! PIPE THROUGH RECOMMENDED M:WATER METER,CVWD STANDARD LOOP(MIN.24"LONG) - - CONCRETE PAD S:STRAINER,STD.DWG.NO.517 C. M ° �_ T iTT -� -1 PIPE TO BACKFLOW PIPE TO BACKFLOW NIPPLE-TYPICAL PIPE FROM 3" 3" , REGULATOR PIPE FROM 3" 3" PREVENTOR PR:PRESSURE REGULATOR,STD.DWG.NO.519. SCOTCH LOK EPDXY FILLED Nc 1 I FROM (2)PLACES METER METER GV:GATE VALVE,STD.DWG.NO.518. CONNECTORS FOR ALL FLOW ?c WHITE z WATER SOURCE - - SENSOR WIRE CONNECTIONS. >c ac BF:BACKFLOW,STD.DWG.NOS.517-A 8:517-B INSTALL SCOTCH LOKS (COMMON) I I I ] I- SCH T PVC MALE QC:QUICK COUPLER,STD.DWG.NO.536. IMMEDIATELY AFTER j T� ADAPTOR FLOW--a- FLOW- - FM:FLOW METER,STD.DWG,N0.516. INSTALLING FLOW METER. OF 14 BLUE I=I 1111 ��1 3" MV:MASTER VALVE,STD.DWG,NO,516. WIRES a ♦ ® ®� TO METER -- REQ ® ,�® o �`® MITI - ° 1-1 -r a 90/o COMPACTION LINE TO SYSTEMS z wet al) BLACK MASTER CONTROL REQUIRED NOTES: Ow ..k VALVE RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELBOW ` A, o p',F' P.D. In F� -.",.�-` SUPERIOR MODEL TYPICAL(4)PLACES �:'P a ao d't R: TTT 1.QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKFLOW. ," ... ®� 3106 RW(1^- H CUCAMONGA VALLEY WATER DISTRICT STANDARDS. MAINLINE DIAMETER CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO 3(4"WASHED CRUSHED a 2.THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES FLOW METER SAME AS FLOW AGGREGATE TO BE NOTES: CONSTRUCTION. a`Q o - MUST BE 10 FEET AND THE VERTICAL DISTANCE MUST BE 1 FEET. METER SIZE PLACED TO A DEPTH OF ° z a ao 1. INSTALL PER LOCAL CODES. 6^IN FLOW METER AND � g 1 f",0 1- 3/4"WASHED CRUSHED 3.IFA RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC LINE,THE RECYCLED WATER LINE MASTER VALVE BOX. N 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY MAINLINE DIAMETER t }�'A'P on.a USE WILKINS MODEL 500 HR(1-3") AGGREGATE BASE MUST BE SLEEVED TO EXTEND 5 FEET ON BOTH SIDES OF THE PIPE. SAME AS FLOW STRUCTURES OR HARDSCAPING. '�aP METER SIZE 4.IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDS TO PASS UNDER MINIMUM DISTANCE DOWNSTREAM OF 3. WHEN UNIT IS NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC.) a, A SIDEWALK,TYPE K COPPER MUST BE USED AND EXTEND AT LEAST 1 FOOT PAST THE SIDEWALK UNINTERRUPTED PIPE(5X DIAMETER MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. I O OF FLOW METER SIZE o NOTES: BEFORE CHANGING TO PVC.TYPE K COPPER MUST BE COVERED WITH CHRISTY'S PURPLE ) 4. ORIENT UNIT PARALLEL TO STREET. 3/4^WASHED CRUSHED N 1,INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. POLYETHYLENE WRAP. MINIMUM DISTANCE UPSTREAM OF 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. AGGREGATE BASE 2.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 5.IF THE MAINLINE TURNS 90 DEGREES FROM THE WATER METER,CUCAMONGA VALLEY ° UNINTERRUPTED PIPE(I OX O 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 90 DEGREE ELBOWS $ DIAMETER OF FLOW METER SIZE} g DISIMILAR METALS. NOTES: 0 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. TO AVOID HIGH WATER PRESSURE DAMAGE TO PVC FITTINGS. `y NOTES: N 1.ENSURE A MINIMUM OF 6"CLEARANCE FROM BOTTOM OF STRAINER TO THE CRUSHED 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 1.MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER. AGGREGATE. VALVE NUMBER INSIDE VALVE BOX. O 8. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2". 2.STRAINER CAN BE PAINTED PURPLE WITH RUSTOLEUM#1961 AS PER CUCAMONGA VALLEY 6.ATTACH RECYCLED WARNING TAG(CHRISTY'S PURPLE MODEL NO.ID-MAX-P2-RC009) 0 2. IN MULTIPLE FLOW METERlM.V.INSTALLATIONS MAXIMIZE THE DISTANCE o FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. d WATER DISTRICT. o ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. w 3. MASTER VALVE AND FLOW METER MUST HAVE RECYCLED WATER TAGS C� (CHRISTY'S PURPLE MODEL NO.ID-MAX-P2-RC009) CI OF RANCHO CUCAMONGA, CALIFORNIAN CITY OF RANCHO CUCAMONGA, CALIFORNIA CI OF RANCHO CUCAMONGA, CALIFORNIA CITY OF C CUCAMONGA, CALIFORNIA a CI OFRANCHO CUCA OGA, CALIFORNIA POINT OF CONNECTION P.O.C.APPRUVIED NY, sr PLS APPROVED nY� STANDARD SAN �'° REDUCED PRESSURE BACKFLOW STANDARD PLAN n ' Sr PLAN nY� C } FLOW TR INSTALLATION $T `� _ FOR LANDSCAPE SITES 526 _ 516 L _ TE -- A 517-A _ STRAINER 517_G W SSU V 51 CITY 53672 ATE USE WITH ST FOR PUBLIC CONSTRUCTION SHEET I I3F 1 R.C.E. 53672 CITY ENGINEER DATE USE WITH STAN FICATIOt�FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 RCE 53672 DATE USE Wlhi SEAN SPECIFICATIONS FOR PUBIC W0 CONSTRUCTION SHEET 1 1 w C%TY HATE t WITH ST F w CITY DATE I WITH STANDARD S F PUBLIC �R.GE. 53672 SHEET I 13F I R 53672 1 OF f LV UIPMENT ORDER W METER INSTALLATION • • • P L A VENTER URE RELT ULA TOR • • 19 CKF U W PRE INER PRESS 18"®- r--METERED ENCLOSURE NOTE:USE PRE-ASSEMBLED SSE-MPS-BASE ENCLOSURE PURCHASE THRU CALSENSE OR APPROVED EQUAL. TO SPRINKLER-ANGLE PIPE TO STRONG BOX MODEL NO. o "SNAP-TITE"WATERPROOF MPS-SERIES SPECIFIED DEPTH WITH 45 ELLS FRONT VIEW TOP ENTRY ENCLOSURE CONNECTORS OR EQUAL RAINBIRD 1812-NP CAP STRONG BOX MODEL NO. M DEL NO.PER PIANS SCH 40 PVC MALE ADAPTOR z CARSON MODEL 1220-12 ,, �� NOTE: LR/RR DOME ANTENNA SS-SERI S ( E NOTES) SAM PRS(PURPLE CAP) 6"-12"DIAMETER CLEAR S u1 14"x 21"VIOLET/LAVENDER ; r, METER TO FACE STREET PORT LOCATED OUTSIDE OF CAL EN .CONTROLLER SCH 80 PVG UNION ELECTRIC CONTROL VALVE WITH SET TO 1!4"ABQVE FINISH WITH LID MODEL 1220 4 AND BOX.INSTALLATIONILOCATION --MODEL NO.PER PLANS PRESSURE REGULATORLU GRADE OF SOIL. MULCH PER CITY Z m , , BY CITY REPRESENTATIVE. SEE NOTES PVC NIPPLE RAINBIRD:EFB CP-NP-HAM-PRS D STAINLESS STEEL BOLT. ( ) STANDARD,TAPER VERIFY DIRECTION PRIOR FINISH SOIL GRADE AWAY FROM HEAD LU z COVER ETCHED"IRRIGATION GATE" L____� -°-°°°°°---COAXIAL CABLE z CARSON MODEL 1220-1214"x21" D NOTE: TO MOUNTING ANTENNA z (CARSON OR EQUAL) ENCLOSURE TO BE GROUNDED PER "� CALSENSE HARNESS VIOLET!LAVENDER WITH LID MODEL a .. , ® _ CALSENSE TP110 U _ LOCAL CODE. 9 iv d 1220-4 WITH STAINLESS STEEL BOLT z w P Lo 0 120 VOLT DUPLEX OUTLET GFCI CALSENSE TP-1-40 ( ) m Z OR APPROVED EQUAL) O eC rs FINISH GRADE , ® NON-SWITCHED,TO BE PLACED BOARD REGARDLESS P- WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE. Z w AND ETCHED WITH CONTROLLER AND VALVE SEQUENCE a ENCLOSURE S _- -TI-1TI_�.1 I. FINISH a GRADEA � i 2 � 6"MIN. -)"- "� NO OPEN ELECTRICAL WIRING k I-I I�-�- 8 " SHALL BE IN CONTROLLER cn Q FINISH GRADE Mw• 11---k l USE WATTS B-6400-SS MIN. T X T X 6"CONCRETE MOUNT AREA. $" COMMON/CONTROL WIRES I-I I I BALL VALVE FOR 112" Ifl -1 112" °o ; ,� FOOTING INSTALL A MINIMUM I 2 ,,y_,�_ OF 3"ABOVE GRADE AND GRADE 2001 6"THICK CONCRETE j RESILIENT WEDGE-2"OR LARGER WITH •' �' m:a �;°: - SLOPE TOP TO DRAIN AT FOOTING INSTALL A MIN. SIDEWALK 2"OPERATING NUT < °! s y; P y. '• MINIMUM OF 2n/o. j :•. _ OF 3"ABOVE GRADE AND WATTS 403 RT-RW(2^-6") I I-1 I __ _ _ _ s` °O SLOPE TOP TO DRAIN AT I� _ _ __ __ I, I(I'`® t g:' _ `�'-- n ? PIG TAIL EXPANSION ` *_ ; _ s. LOOP(MIN,24"LONG) =1 I I-III I I-I I ®III-III-I 11= ,- MINIMUM OF a RECYCLED WATER GATE VALVE -°'ISI I I I I I I I-I -I l H I I-III I L I I -1 11=1 I I�11= ? 120 VOLT WIRE IN RIGID STEEL _ _ _ _ _ WARNING TAG EPDXY COATED VALVE -III-III I -I I I I®III-) I- CONDUIT(PER LOCAL CODE) SEE NOTES °I-III :1 I I 1 11=1 I I-III-I 1 3"SCH 40 CONDUIT FOR RECYCLED WATER 2_ /� TO IRRIGATION CONTROLLER 'I I I�I I I ( -I I �I I'-�I(" COMMON/CONTROL WIRES 3" _ WARNING TAG ENCLOSURE (SEE NOTES} `y 120 VOLT WIRE IN RIGID STEEL 90°SWEEP ELL 6" M -'"- CONDUIT(PER LOCAL CODE) (TYP.) 120 VOLT WIRE IN RIGID STEEL 9a°SWEEP ELL 6" BRASS ANGLE VALVE W! SCH$O PVC NIPPLE 3" TO POWER SIDE OF ENCLOSURE CONDUIT(PER LOCAL CODE} UNION USE CHAMPION (MINIMUM 2"LONG) 3" (TYP.) z FLOW ANGLE VALVE WITH UNION NOTE: TO METER ENCLOSURE MODEL 300(1"-2") 20" ALL CONTROLLER CABINET SHALL BE ALL CONNECTIONS SHALL BE WATER TIGHT 8'GROUND ROD 3" 314"WASHED PRE-ASSEMBLED,TESTED AND INSPECTED "OUTDOOR TYPE"CONNECTIONS. "a a• CRUSHED AGGREGATE SCH 80 NIPPLE-6"LONG SIDE VIEW z a•o.a - SCH 40 PVC IN THE FIELD BY CALSENSE. T X T 90°ELL ."a. n. a4a,__ SCH 80 PVC NIPPLE �a°�' - NOTES: ENCLOSURE MOUNT° o-o b' SCH$a PVC UNION MARLEX 900 STREET ELL 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION oa. ELECTRIC METER PER SCE TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. CONTROL&COMMON WIRES alb Q 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE ;�'�Dff+ '?�,a «4• , CONTROL VALVES. MARLEX 90o ELL •ao °a•:Pe ; ; sv 3.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. NON-PRESSURE 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. LATERAL FITTING o ; ® 5.NO SPLICES SHALL BE MACE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. "WASHED CRUSHED 0 i M 6.LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO $ NON-PRESSURE LATERAL LINE a BRASS NIPPLE NOTES; N ' ' en LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER cv AGGREGATE BASE PRESSURE SUPPLY LINE --------- SYSTEM PRIOR TO ACCEPTANCE. NOTES: SCH$o PVC SXSXT TEE 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 8" 8'GROUND ROD 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. NOTE: ° 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. o FINISH ® 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. GRADE MIN. `� 2% ,j 8.CONTROLLER SHALL NOT BE CONTROLLED BY GFI OUTLET,IT IS TO BE WIRED'HOT'. 1.LOCATE HEAD 2"TO 6"FROM WALKS,CURBS,HARDSCAPING, 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. ,y k.. �; -+- r 9.INSTALL RECYCLED WATER DECAL(CHRISTY'S PART NO.ID 4100 4318"x 3112^}ON CALSENSE a 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. MOW STRIPS AND EDGES OF LAWN, 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. " ^• "r m:+ '- `� CONTROLLER BOX. N 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. N 2.USE TEFLON TAPE ON ALL MALE THREADS. 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 3 }:s:` 10.IF METER AND CONTROLLER ARE TO BE INSTALLED IN CLOSE PROXIMITY USE SSE-MPS-BASE 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE VALVE NUMBER INSIDE VALVE BOX. 2"SCH 40 CONDUIT ,� n ENCLOSURE THRU CALSENSE. 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND FOR LIGHT WIRING rn � � COMPENSATING FEATURES PER THE IRRIGATION PLAN. 0 0 11.ALL CONTROLLER CABINETS SHALL BE PRE-ASSEMBLED,TESTED AND INSPECTED IN THE FIELD VALVE NUMBER TO WIRE INSIDE VALVE BOX. 9 4.HEAD CONNECTION AT BOTTOM INLET ONLY. 6,ALL VALVES MUST HAVE RECYCLED WARNING TAG(PURPLE}CHRISTY S PURPLE N -'I- N N "' MODEL NO.ID-MAX-P2-RC009.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. P I I I- BY CALSENSE. N 12.IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE WIDE STRONGBOX ENCLOSURE 6.ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS(GHRISTY'S PURPLE MODEL NO.ID-MAX-P2-RC009) MODEL#:SSE-D-R ATTACHED TO VALVES.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. N CI OF C O CUG OGA, C FORIA N CI OFR CHO CUC ONGA, C FORIA a CI OFR CO CUCAMONGA, CALIFORNIA N CI O CO CUCAMONGA, CALIFORNIA N CI O RANCHO CUCAMONGA, CALIFORNIA b Sri r BYE " BY: ^ BYE u IlY+ ISOLATION VALVE D STANDARD CONTROLLER ASSEMBLY sr SAN REMOTE CONTROL VALVE WITH ST D SAN sr W - ors eller ETE ENCLOSURE W MODIFIED 518 _ 522 _ INST TION - E 524 SHUT-OFF V UNION 52Q - S SPRAY 53 w CITY DATE USE ST F FRI ON w CITY ENGINEER DATE USE WITH ST SPECIFICATIONSFOR PUBLIC CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPMFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY DATE USE WITH STAN SPECIFICATIONS FOR PUBLIC CONSTRUCTION w CITY DATE USE WITH Sr FCXt PUBLIC WORKS CONSTRUCTION RJac53672 f f R.C.E 53672 SHEET f I R.0 E 53672 SHEET 1 1 R.C,E. 53672 SHEET f 1 rz R.Cz 53672 1 OF I GATE VALVE ELE TRIC ME TER ENCL OS URE MOIJOIFIED Ce"ONTR OLLER INSTA Aff AT REMOTE0 -1-d-Ld "ONTROL VAL VE _ff�op UP SHR UB SPRA NOZZLE FESS HARDSCAPING(SEE NOTE 4) � 9 ,O �T��9f a sa rte. � PQ /� fiZ GARsaN MODEL 910 10"ROUND '�• <• .,;; s=�• <�-<' 4- <. PURPLE BOX WITH LID ETCHED STRUCTURE OR TYPE C2-AR- A.C.FINISH SURFACE TO N0 z "QCV"AND STAINLESS STEEL BOLT. HARDSCAPING FINISH GRADE I-III I I-I I(=III= THAN 14 DAYS NOR LATER THAN 35 DAYS AFTER PAVING. No. 53672 AT GRADE IN TURF AREAS N 6"MIN. mI I(-I I I(®I SEE NOTE? rri TYPE B-AURS AFTER A.C.BASE To BE PLACED WITHIN � Exp. 06-30-11 NON-TURF AREAS 1$"MAX. -I I(- BUTT JOIN 72 HOURS 4FtER CONsaU�noN OF Ll_ ®I I( - CLEAN BACKFILL-SEE T t2'MIN TFt" 12-MINIMUST BE AND C I V I ..p.: _ .,,.� ...........................� - - - •.-a:;-a: _ � SPECS.FOR MATERIAL, 90 COMPACTION REQUIRED ,",\�\ Y NELSON QGV WITH �z I I I l_I 11- 95X RELATIVE \ a ° LOCKING PURPLE CAP95%RE ATI MIN. �\/ a o ®P MODEL 7645(314-),(1) �--,I� 0 PROVIDE A MIN.OF SAND �\ �o Q o a 0 NELSON#761 QEY, (® (kI' w N I--I I I -III BEDDING AND SHAdDING �\X o a g a/r W P -III CLEAN BACKFILL-SEE /� ®o a0 0 AND(1)HOSE SWIVEL. =1 I II l _ .............. _ SPECS.FOR MATERIAL. STAINLESS STEEL N I-I I I FRMELATIVE 90%COMPACTION REQUIRED "' .......................... I I COMPACTION MIN. a" °'® CRUSHED AGGREGATE BAS IN ES M SCREW CLAMP - I I(= -III .•............••.••.....•' I I-11 \,\® " ®° ..o \ LESS THAN 100'IN LENGTH,SEE NOTE 1. M MINIMUM(3)PLACES z - \\\ \ ,g" E I I I g I-I NON-PRESSURE LATERAL LINE: - I I-I .,. III- CONTROL WIRE SLEEVE- g 3!4"WASHED - - I-III ....« f w PURPLE SCH.40 SNAKE PIPE IN ,, ,,, SIZE PER PLAN INSTALL CRUSHED o�.. a�• :ory r TRENCH _ .... _- ,..P . z p �..�b: :da_.a: =III I I- _ ADJACENT TO PRESSURE ! AGGREGATE BASE :':' : .�® I I -I I I_I III- SUPPLY LINE - `" �R' .......... _ �. APP .......... I-III -I I .:: / �`--BEDDING de SHADING PER UTILITY .. ........... PRESSURE SUPPLY LINE \ '\�/ \�/ \\f� lNvoLYEr1.IF NONE REQUIRED, SCH 40 BRASS NIPPLE -_ PURPLE SCH.40/CL.315 SNAKE ®I i I�I ®_ PRESSURE SUPPLY LINE \���\� �,/\��\fs�\0% USE CLASS 2 AGGREGATE BASE. Z5Lt=I=VL-SIZE TWICEs\\��\,r� AS PER STANDARD DWG.NO.341 SCH 40 BRASS NIPPLE I I(-I w,..t.`«... .,_. III- PIPE IN TRENCH -III-III-I( �I I I I I III-III" DIAMETER OF PRESSURE 24"LONG I---I I I I 1=III ...•. .. ..•.... I I--I I -1 I I-I I I=I I SUPPLY LINE NOTES CONTROL WIRES-BUNDLE 6"TYP. ®III . ." " AND TAPE AT 15'O.C.AND NON-PRESSURE LATERAL 1. All trenches 100' in length or longer shall be backfilled and consolidated per Ew INSTALL ADJACENT TO Sections 306-1.3.1 thru 306-1.3.4 of the Standard Specifications. - PRESSURE SUPPLY LINE LINE SLEEVE-SIZE TWICE to*;`I T Y 0 fm "ANCHO Col" `C Ah MONGA ® -I I I DIAMETER OF NON-PRESSURE 2. Spread Boxes may be employed for trench paving jobs less than 500 lin.ft. I--III- I--I I I_ LATERAL LINE SCH 40 BRASS 90 ELL � PROVIDE 6"MIN.OF SAND 3. All joints shall be vertical butt amts; la or feathered joints are not acceptable.I I®1( 6"TYP. BEDDING AND SHADING NOTES: 1 1 P 1 P SCH 80 PVC 90° SCH 40 BRASS 900 1.ALL SLEEVES TO BE SCH 40 PVC. g STREET ELL STREET ELL 2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 4 across width,Unless otherwise instructed nsha I tnnot be tcrocrowned at Engineer, patch shall be straight grade H PRESSURE SUPPLY #4 REBAR STAKE 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. LINE FITTING (24"LONG) m m 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 5. Prior to placement of A C., pavement edge shall be cut to a clean vertical and Ems9 1 RMOSA A%V"`=t=:N UNE N (24"MIN.TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). straight edge with tock Dost on face of cut N PRESSURE SUPPLY LINE NOTE: a 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 6. The entire traveled Zane, 12' min.,shall be overlayed with 10" min.C2-AR--4000 A.C. 1.PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES IN DIRECTION. using a self propelled paving machine (BARBER GREEN, BLAW KNOX or equal)for all 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. m trenches 500 in length or longer, n 2.PRESSURE SUPPLY LINE:2 112"AND SMALLER 18"MIN.DEPTH w 4 7.COPPER LINES MUST BE SLEEVED WITH CHRISTYS POLYETHYLENE PURPLE PIPE FAm W SIC ING d NOTE: 0 3"AND LARGER 24"MIN.DEPTH N ?. Permanent A.C.patch,which he be amtnimum 025'thick or 0.10'thicker than ng whichever Ce 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. N N ENCASEMENT ANd aR WRAP FOR RECYCLED WATER PART#EX-TA-ET-2-TRW. � Is grater-as directedby the Engineer in the field, . TO • FROM LEMI"N F zi N C OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA 6 CI OFRANCHO CUC OGA, CALIFORNIA N CI OFRANCHO CUCAMONGA, CALIFORNIA " BY< ct BYE tD HYD STANDARD ST STANDARD PLAN STANDARD PLAN °' �' PLANAPPROVED BY ® QUICK COUPLING V o TYPICAL TRENCHING IG SLEEVING EC REP DATE: W _ 536 U) 532 U _ 533 D _ 120 CITY ENGINEER �" R.G.E. No. 53672 CITY DORM w CITY DATE USE wmN STANDARD sPECIFlCAnaNs FOR talc CONSTRUCTION w clTv HATE tlsE WITH STAN ECTIaNs FOR PUBLIC WORKS colNsrRucnoN w Cm DATE USE STAN SPECIFICATION FOR PUBLIC S COMMUCTION DATE USE ST FOR 1 1 SHEET 1 13F I a SHEET 1[IF 1 ¢ DESIGN t✓ ME D E D 53672 R.C.E. 53672 R.C.E. 53672 R,CE, 24953 1 "1 ('10)0 ICK c'On UPLING VALVE PLAN PREPARED TYPICAL TRENCHING _-TYPICAL O.LEEVING N_TPXE_777 T-MNCHINGT. DRAWN T Ilk THE C17Y OF RANCHO CUCAMONGA 14111111W F CBA1050 CIVIC ►V F CHECKED C CUCAMONGA, C 17 WING NO. 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Q_,) 24 18 i t II 1 1 11 \ I A AA , tl 1 I II i SA HX SA AM AM LC LC LC LCF-- 3 47 2 10 19 11 I3 11 13 3 1 PLANT PLANTING NOTES PLANTING LEGEND SPACINGNOTE: INDIVIDUALS UB LOCATIONS SHOWN ON THE PLAN PLANT TA (03 KEY 1. THE CONTRACTOR SHALL NOTIFY THE CITY OF SITE 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE l A SPACING- / ESTIMATED SHOULD BE FOLLOWED AS CLOSELY AS POSSIBLE. THE CONDITIONS THAT PREVENT INSTALLATION PER THE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE CODE ON CENTER U l SHRUB LOCATIONS AND THE GIVEN QUANTITIES ARE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, BASED ON THE ON-CENTER SPACING G IN THE RESPONSIBLE FOR REMOVING AND RE-INSTALLING A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY PLANTING LEGEND AND ON T IANC SPACING PLANT NAME CODE L L IRRIGATION EQUIPMENT, AND REPLANTING AREAS THAT STANDARDS AND DETAILS HEREON. SHO IN , S L- . CONT CTO TO ARE NOT INSTALLED PER PLANS AND SPECIFICATIONS. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS VERIFY QUANTITIES BASED ON SPACING D PLANT QUANTITY 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND UNLESS OTHERWISE APPROVED BY THE CITY. Q LX LAERTOMIA HY ID' USKOEE' LAVENDER CRAPE MYRTLE VARIES-20 FTI 24"BOX 6 ADDITIONAL PLANT MATERIAL,AT NO DITIONAL IN SHRUB MASS SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT 10. THE FOLLOWING TYPES AND QUANTITIES OF SOIL THE MINIMUM COST TOT CITY,AS QUI TO AIN THE REQUIREMENTS, STAKING, AND BACKFILL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY, SPACING DESIGN SCHEME DUE TO STING SITE CONDITIONS SHRUB 8t TREE REQUIREMENTS. APPLYING THEM AT THE RATES PER 1,000 SQ. FT. NOT ANTICIPATED DURING DESIGN. DESIGN SCHEME IS GROUNDCOVER 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF FINAL SOIL AMENDMENT TYPES AND QUANTITIES "FREEFORM SHRUB MASSES". THE SEPARATION SHO WITH ALL UNDERGROUND UTILITIES, PIPES, SHALL BE BASED ON SOIL TEST RECOMMENDATIONS oo ON THE PLAN BETWEEN E SHR MASSES IS STRUCTURES, ETC. AND SHALL TAKE SOLE (SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL °00 AM ARM RIA MARITIMA° LOODSTO ' BLOODSTONE THRIFT 241N. 1 GAL. 255 INTENTIONAL. CITY'SREPRESENTATIVETO PRO RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT, AMENDMENTS 6" DEEP INTO THE SOIL FOR ALL SHRUB FIN LAYOUT IN FIELD PRIOR TO INSTALLATION. AT Na COST TO THE CITY, OF ANY DAMAGE TO SAID BEDS. UNDERGROUND FACILITIES. 4 CU. YD. NITROGEN STABILIZED SAWDUST REVISIONci TY 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS 120 LBS. GYPSUM AA AGAPANTHUS AFRICANUS'PETER PAN' DWARF LILY OF THE NILE 1 IN. 1 GAL. 300 DESCRIPTION OF PP IN CONJUNCTION WITH THE INSTALLATION OF THE 125 LBS, GRO-POWER PLUS IRRIGATION SYSTEM HAVE BEEN COMPLETED AND 11. LANDSCAPE AREAS SHALL RECEIVE A 4" LAYER OF TESTED, FINAL GRADES HAVE BEEN ESTABLISHED, THE WOOD CHP MULCH UNDER ALL TREES, SHRUBS, AND PLANTING AREAS HAVE BEEN PROPERLY GRADED AND GROUNDCOVER, BLENDING EDGES PURSUANT TO CITY PREPARED AS SPECIFIED, AND THE WORK HAS BEEN STANDARDS AND DETAILS HEREON. THE CONTRACTOR HX HEEROCALLIS X'C NBEY BABY' DWARF RED DAYLILY 18 I . 1 GAL. 315 ?,?,OF ESS/041 CITY OF RANCmmmO GUCAMONGA APPROVED BY THE CITY. SHALL ACQUIRE THE MULCH THROUGH AN EXISTING p �, ST 5. AL PLANT MATERIALS SHALL BE APPROVED FOR ARRANGEMENT BETWEEN THE CITY OF R.C. AND ��`�� �¢ � �"z PLANTING PLAN QUALITY BY THE CITY PRIOR TO INSTALLATION. FINAL BURRTEC INDUSTRIES. EMAIL MICHAEL HEFTMAN AT c) LOCATION OF ALL PLANT MATERIAL SHALL BE MHEFTMAN@BURRTEC.COM AND LINDA CEBALLOS AT LC LANTANA CA RA'RO PAT I' PATRIOT RAINBOWCOMPACT 21 IN. 1 GAL. 262 No. 53672 z SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE LINDA.CEBALLOS@CITYOFRC.US 2 WEEKS BEFORE LANTANA Uj r77 HIZKMOSA AVENUM EXE. 06- 0-11 CITY PRIOR TO EXCAVATION OF PLANT PITS, DELIVERY WITH THE CONTRACTOR NAME, DATE OF 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND DELIVERY, AND QUANTITY. THERE IS NO CHARGE FOR crvti� �`� PAKKWAY LA NDSC APING OR REPLACEMENT OF ANY DAMAGED LANDSCAPE THE MATERIAL BUT THERE IS A $4.00 PER C.Y. � OF CA AREAS AREAS BEYOND THE LIMIT OF WORK THAT IS A DIRECT DELIVERY CHARGE. (20 C.Y. IS THE MINIMUM SA SCAEVOLA WAUV CLUSTERS' FAIRY FAN FLOWER 241N. 1 GAL. 188 RESULT OF THE LANDSCAPE CONSTRUCTION BY HIM INCREMENT). THE CONTRACTOR WILL THEN BE AND/OR HIS SUBCONTRACTOR(S). REPLACEMENT INVOICED BY BURRTEC WITH PAYMENT DUE IN 15 DAYS. DATE:r,. ITEMS SHALL BE EXACT DUPLICATES OF ORIGINAL QUESTIONS REGARDING THE ABOVE CAN BE DIRECTEDGROUNDCOVER 3672 WORK OR PLANTS UNLESS OTHERWISE APPROVED BY TO MICHAEL HEFTMAN AT BURRTEC, (909) 471-9134 KI DESIGN THE CITY. (CELL PHONE) AND LINDA CEBALLOS AT THE CITY AT MP MYOPORUM PARVIFOLIUM NO COMMON NAME 24 IN. 1 GAL 162 7, QUANTITIES SHOWN ON THE LEGEND ARE FOR } CBA (909) 477-2740 EXTENSION 4060, 1N ADDITION TO THE Underground �----•---.� �`: ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR EMAIL ADDRESSES ABOVE. 'PUTAH CREEK' Service Alert PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY DRAWN ET 12. NO ROCKS LARGER THAN 3 WILL BE ALLOWED IN THE Call: TOLL FREEC17Y OF RANCHO CUCAMONGA CBA THE INDICATED PLANT SPACING REQUIRED. BACKFILL FOR ALL PLANT MATERIAL. �;; T 10 Q 1Vl '�/' OF 9 TJ TRACHELOSPERIVIUM JASMINOIS STAR JASMINE 24 IN. 1 GAL. 164 -800-422-4133 Imm CHECKED , 17DRAWING O. TWO WORKING DAYS BEFORE YOU DIG SCALE 1 -20" --------- R NOTES: 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. STORM DRAIN! CATCH BASIN �„ 2. STAKES TO BE PLUMB AND UNDERGROUND BCR \f \ PARALLEL. 3. STAKE TREE PERPENDICULAR UTILITIES TO PREVAILING WIND. 5' N HARDSCAPING(CONCRETE HEADER, MIN• ("� CURB&GUTTER,SIDEWALK,ETC.) r ` W E 4"OF COMPACTED WOOD CHIP z SIDEWALK UTILITY ONE HALF OF SPACING MULCH. � I POLE0 S.L. `r.,.../ ,aP'`\Gs FINISH SOIL GRADE IT IS Q�.C���� LIMIT OF PLANTER AREA REQUIREMENT METER 1W 5' a TOP TIE TO BE PLACED AS 12" MIN, MIN, LOW AS POSSIBLE ON THE TIGHTLY COMPACTED 3"BERM TO FORM 5' * CURB AND GUTTER TRUNK TO ALLOW FOR WIND \-� DEPRESSED WATERING BASIN. FLEXING OF THE TREE.BUT TOP OF STAKES BELOW MIN. NOT O LOW AS LTO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO , 4'WOOD CHIP MULCH. SUPPORT OR ALLOW m SPECIES GROWTH HABIT PERMITS. NO WOOD CHIP MULCH SHOULD BE w EXTEND 2"ABOVE THE HEAD TO DROP. ¢ MAIN TRUNK � FINISH GRADE PLACED OR ALLOWED TO REMAIN (2)SETS OF CINCH TIES SPACED 24" OVER THE ROOTBALL. R R APART,CONVEX SIDE AGAINST TREE FINISH GRADE Z TRUNK.ATTACH WITH GALVANIZED SIDEWALK O z SCREWS TO 8'LODGE POLES. �FH 0 DRIVES.L. 2"DIA.LODGE POLE PINE STAKES I APPROACH � WITH WOOD PRESERVATIVE STAIN, � " I I DRIVE A MINIMUM OF 6"INTO 2SHOVEL GUT EDGE COMPACTED UNDISTURBED SOIL AND POSITION IN 0 STAKES OUTSIDE ROOT BALL. DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE L 5' 5' CURBAND 5' 10' 1D' I I ( I ON CENTER SPACING ON CENTER SPACING NATIVE SOIL IN. MIN. GUTTER IN. MIN. ROOT BALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB TOP OF ROOTBALL TO EXTEND 2" UNDERGROUND TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. DISTANCE EQUAL TO THE ON CENTER STRUCTURE eg. TO FORM WATERING BASIN FOR PLANT PIT TO BE(2)TIMES THE SPACING OF SPECIFIED SHRUB, TRANSFORMER VAULT. RESIDENTIAL AND GROUND COVER PLANT PIT TO BE(2)TIMES THE WIDTH OF THE ROOT BALL INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE ROOT BALL.NO II= I i�I UNLESS SPECIAL CASE AS DESCRIBED OF PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE ®III!!!� IN NOTE 4.BELOW. a AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN NOTES: TO CITY ACCEPTANCE. OVER THE ROOT BALL. I IEjI EJ C? NOTES: n rL 01 I I I I 1 1 I 1 NOTE: 1.PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL OMIT *1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. M 1 1 I I I ® I I 1 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 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" SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. DIAMETER, PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. o 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUNDa FACILITIES.IN ADDITION MAINTAIN 5 FROM CENTER of TREE TO ALL UTILITY 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND ARBOR GUARD IN TURF UNDISTURBED NATIVE SOIL. 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR ��- INTO EDGES AT GROUND COVER AREAS. OWNED WATER&SEWER LATERAL LINES. AREAS AND FRONT YARDS. SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER o 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY ROOT BALL SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 0 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 8 5'FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE, NATIVE BACKFILL WITH NOTES: FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR d NO ROCKS GREATER o 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE THAN 3"DIA. d 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 4 ALLOWED TO REMAIN THERE. w ENGINEERING DIVISION. N OF ROOT BALL.Da NOT CRACK Roar BALL. OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY co NATIVE SOIL UNDISTURBED LEGEND ARE ESTIMATES ONLY. STANDARD PLANS. o 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING ASLn h d d SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO NCV SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. tR N CITY OF RANCHO CUCA O GA, CALIFORNIA CI ORANCHO CUCA ONGA, CALIFORNIA CITY RANCHO CGOA, CALIFORNIAN n L , CITY OF RANCHOCUCAMONGA, CAUFORNIAS` ' BY, DOUBLE TREE STn $Y'TREE CE ENT SHRUB 06 co GROUND NCO DARD PLAN APPROVED aYs CONTAINER PLANTING 501 502 ULC INSTALLATION o W 5oa 5a9 0:RrZ 24953 DATE USE FU FOR PUBLIC SHEETi OF i w CITY DATE USE WRH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCf10N CITY >MTE USE Wtni 5P SPECIFlCATiONS FOR PUBLIC WORKS Cf10N (iii CITY DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC ON C CITY R.C.E. 24953 SHEET 1 1 R.CE 24953 SHEET 1 Off i R,CE 24953 SHEET 1�1 cr R.C.E.ENGINEER 24953 HATE F SHEET 1 OF i TREE PLA CEMENT TREE PLANTING `0 AIN j , 0 111111 c NT ER PLANTING SHRUB SPACING MODIFIED MULCH CHT STD. _j L r. .®t 5f_077f��9f [L ND YCAPE SE 'TION - c�a N0, 53672 m LIJ Exp. 06-30-11 C l V Qcp'ol4 DESCRIPTIONI APP CITY OF RAN 0 CmwmCA MONG'A UM PLANTING DETAILS m'tHE 0 RM 00"A A V ENE N mum 10 E m 's Vila R K'WA Y L A N I`.'6)0%"j`40";"A at""I N G v 1050' NOMTH OF BANYAN 4 FRU10"m LEM"N ST. T07 APPROVED BY DATE 2,1V e, CITY 1 . 53672 DESIGN RE MENDED CBA PLAN PREPARED Y: DRAWNHEEL' CBAT Cf F RANCHO CUCAMONGA 10500 CIVIC I V OF CHECKED RANCHO CUCAMONGA, CA 91730 DRAWING NO.