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HomeMy WebLinkAbout2240i` r� •-r• -• � r= - go kill r r • r • r r r � it ir . - r; • r r � 3W. MINi - •, • • - r •Mzril Z 14• • at • r • i r' -r r r r �• � r • * i • J • • - r • r r r - r r � - r --WIN- - • . , r 0r • r ` r , • - • •V1• r r• -r • r •• - r :a` • - • • SIM a r • ., • - i • • r r r r: r -•• i, r `• • • r • r i • : •: r - it r i •- • •r it .• �' r • r •- r :- i : i -• r • it - : • • r ' i r • ! • • r r r i rBUT NOT r • • r DSCAPE • • • r r.WRITTEN �VICES WITH -r- r • r i- • rZIOR TO FINAL - r -i r r • RECTION . i• ,• . it - - . BY THE CITY ,riON PLAN i r - •; - r - s: I • a i •- '• r • r i i r mai r • • '• THE EXISTENCE AND LOCATION OF r•`r r UTILITY PIPES OR STRUCTURES SHO��IjON ARE OBTAINED By . SEARCH OF r -r r r r• f LEDGE '!HERE . NO EXCEPTEXISTING UTILITIES r r PLANS. PAS,i 1 TENDED r r NTRACTOR LOCATIONS OF ELECTRICAL LINES, NDscAPE IRRIGATION LINES, ETC. THE C SHA'� TAKE DUE PRECAUTIONARY lYlEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE 1 1 I'LANS. THE EXISTING UNDERGROUND r SUBSTRUCTURES IDENTIFIED ON ' •! '; AVAILABLE RECORDS ANr SHOWN ACCORDINGLY, r•Dx STANDARD SPEC110iFOR PUBLIC WORKS CONSTRUCTION PART I SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT (OR CALTRANs ON STATE HIGHWAYS) TO IDENTIFY ALL EXIS`14 G UTILITIES, WHETHER SHOWN ON . OR NOT,AND OCATIONS & D-1 ?THS, INCLUDING SERVICE CONNECTIONS , AFFECT OR .• AFFECTED OPERATIONS • r,+ PRIOR rSTARTING rr ON PROJECT. IF CONFLICTINGNOT BROUGHT TO PRIOR r THI START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY C 1ANGES, REVISIONS OR lYlODIFICATIONS. ALL CONTRACTORS AND SUBCONTRACTORS PERFOR�ING WORK SHOWN ON OR RELATED TO 1,iESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL NPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. .r rALL CONTRACTORS r SUBCONTRACTORS r "OCCUPATIONAL SAFETY Ar HEALTH REGULATION"OF DEPARTlYlENT OF ;r• , ANU WITH THE STATE OF r• DEPARTIOENT OF r •, r "CONSTRUCTION r`r • THE CIVIL ENGINEER RESPONSIBLE r: SHALL NOT r." r • FOR THE CONTRACTORS AND i r , COOLIANCE WITH THE *OCCUPATIONAL r SAFETY REGULATIONS* OF LABORr r r OF CALIFORNIAr OF r• •ELATIONS *CONSTRPCTION IN ORDERS CONTRACTOR FURTHER AGREES THAT HE SHALL AssUlYlE SOLE AND COOLETE RESPONSIBILITI( FOR JOB SITE CONDITIONS r r r CONSTRUCTION rr r x � , PERSONS r r i r AND r r CONTINUOUSLY 1 NOT BE LNITED�TO NOROL Er r•' r `` CONTRACTOR DEFEND, r r HOLD / i THE •4HARVLESS FROV ANY rLIABILITY,ORALLEGED,CONNECTION . i O. WORK r THIS PROJECT,• FOR LIABILITY ARISING•r SOLE THE r • OR T.C. TOP OF CURB C.F. CURB FACE A.C. ASPHALT CONCRETE F.L. FLOWUNE LIP UP OF GUTTER T.G. TOP OF GRATE INV. INVERT OF PIPE T.W. TOP OF WALL T.F. TOP OF FOOTING H.P. HIGH POINT F.S. FINISH SURFACE F.G. FINISH GRADE GR. BRK. GRADE BREAK F.F. FINISH FLOOR FONTANA, CALIFORNIA 92336 PLAN & PROFILE Bike Path Stu. 48+00 to Stu. 58+00 RIGHT—OF—WAY Pi POINT ONTARIO, CALIFORNIA 91761 EXISTING TREE TO BE REMOVED TELEPHONE :VERIZON SUBJECT T TREE REMOVALIT PROPOSED GRADED SLOPE 16071 DAVE DRIVE, BUILDING A PROPOSEDLLA T CONCRETE PAVING oFIRE HYDRANT SHEET FLOW DRAINAGE CHARTER CBLVII EARTHI CTI F FLOW 3.80%GRADE DIRECTION OF ... w.,w ...r.. Y....... EXISTING GRADE CONTOUR ..r•r r -,r • r -X-X-X- EXISTING CHAIN—UNK FENCE .r•.r�Ilr rrrr rrrlrI I I PROPOSED CONCRETE BLOCK GARDEN 3==3mm==ROPOSED CONCRETE BLOCK •rPr r r r• LANDSCAPE 9F TRAFFIC SIGN REMOVE EXISTING EXISTING RETAINING WALL PROPOSED •,r: - DRAIN UMITY CONTACT CONTACT ALL UTILITY C00ANIES AS REQUIRED, 48 HUS PRIOR TO EXCAVATION. WATER/SEWER,, UA VALLEY ATE DISTRICT () 987-2591 10440 ASHFORD STREET P.O. BOX 638 RANCHO CUC4ONGA, CALIFORNIA1730 GAS a SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965 16231 VALLEY BLVD. FONTANA, CALIFORNIA 92335 PLAN & PROFILE BikePath Stu. rr rr ETI R SOUTHERN CALIFORNIA E ISON C010PANY (00) -455 1 REDWOOD AVENUE FONTANA, CALIFORNIA 92336 PLAN & PROFILE Bike Path Stu. 48+00 to Stu. 58+00 1351 EAST FRANCIS STREET rPLAN ONTARIO, CALIFORNIA 91761 & PROFILE Bikeath to. it to to. 68+00 TELEPHONE :VERIZON 16071 DAVE DRIVE, BUILDING A (7 60) 245-0330 VICTORVILLE, CALIFORNIA 92392 CABLE CHARTER CBLVII 0 343-51651 66$0V IEW PARK COURT . r; Path . /r to Stu. 88+00 PLAN & PROFILE RIVERSIDE, CALIFORNIA 92503 FIBEROPTICS: s.P IT T IssI E ENT 7 - 2 2 S SYC40RE AVENUE PLAN & PROFILE Bike Path Stu. 98+00 to Stu. 108+00 RIALTO, CALIFORNIA IA 92376 FINISH GRADE AREAS WITHIN RIGHT OF a TO CLEAN SMOOTH r •N, INCLUDING REMOVALOF ROCKS,ALL EXISTING RAIL BALLAST, DEAD TREES AND WEEDS, r'r '.. TREES O REMAIN. W�r ■ �' I i 2111111111 q ; F"- � i 1 17 --olt M - CITY OF RANCHO CUCAMONGA BENCHMARK No. 10048 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF i CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, OF ` OF A -STREET. ELEVATION: CALL TOLL ' 1-800 -227-2600 r r• r' r• r Remember o_ 1 Cent notifies only those utilities belonging to y. center. ..: e..There could be other utilities present at Work site. The center Will inform you of •notify. PROJECT .. rSHEET =--PROJECT CONSTRUCTION#SECTIONS DETAILS TYPICAL i • ©� 1 • PROFILEAvenue . Bike Path • 18+00 PLAN & PROFILE Bike Path Stu. 18+00 to Stu. 28+00 PLAN & PROFILE BikePath Stu. rr rr PLAN & PROFILE Bike -• rr` to Sto. 48+00 PLAN & PROFILE Bike Path Stu. 48+00 to Stu. 58+00 rPLAN & PROFILE Bikeath to. it to to. 68+00 ■ PROFILE• . r; Path . /r to Stu. 88+00 PLAN & PROFILE PLAN & PROFILE Bike Path Stu. 88+00 to Stu. 98+00 PLAN & PROFILE Bike Path Stu. 98+00 to Stu. 108+00 PLANPROFILE Bike Path Sto. 108 +00 to Sto. 120+00 PLA-rr •.' . 130+00 Amethyst DIMENSION r■ PLANGroveo Bike ■• rr DIMENSION & STRIPING PLAN Bike Path Sta. 35+00 to Sta. 65+00 DIMENSION & STRIPING PLAN Ilike Path Sta. 65+00 to Sta. 94+00 DIMENSION & STRIPING PLAN — Bike Path Sta. 94+00 to Sta. 124+00 DIMENSION .. •• rr to Amethyst St SIGNING & STRIPING DETAILS ELECTRICAL r NOTES & DETAILS , ■ PANEL SCHEDULES ELECTRICAL PLANA ;.. a.: ... LIGHTING - .; ; rLIGHTING PLAN — SEGMENT C ,. D LIGHTING - ,N — SEGMENT PLAN LIGHTING PLAN SEGMENT F LIGHTING PLAN SEGMENT G LIGHTING PLAN SEGMENT H LIGHTING PLAN SEGMENT I LIGHTING PLAN SEGMENT J ::. r • LIGHTING N SEGMENT K r :. LIGHTING -LAN — SEGMENT L ELECTRICALDETAILS .. -i .r, SPECIFICATIONS ELECTRICAL SIGNAL PLAN — GENERAL INFORMATION & DETAILS SIGNALTRAFFIC TRAFFIC - . GROVE • r ©� , SIGNAL TRAFFIC TRAFFIC SIGNAL PLAN SE LINE ROAD TITLE SHEET ♦i I� I • =Mi CONSTRUCTION + CONSTRUCTION r , CONSTRUCTION CONSTRUCTION r , IRRIGATION - r IRRIGATION LAN IRRIGATION PLAN ' r. ai -. r, RIRRIGATION .i MASTER r IRRIGATION LAN . - PLAN IRRIGATION ,i. r , ILS IRRIGATION •:� a r PLANTING PLANTING PLAN PLANTING DETAILS ------- r,i, i IRRIGATION NS a SPECIFICATIONS PLANTING -------------------------------------------------------------- `' 1I E' R.C.E. 29224 rwr iw,t r , r I \ r r • , mmwi UQ1w raw •i . .? rr. • � � • fc c DESIGNA MISC. REVISIONS S.B.C.F.C.D. REVISIONS/ rITY. 2L br. Dan Guerra & Asso I� 1 # OF REV19ION , !- r TITLE SHEET 01 Pacific hlcctnc n1an1raii Phase 4 From Grove Avenue to AmethYst 1 1 • I r ' r' •i rt. VIII. r 1 r � l r A� r, f .. ':.. Associate's i r - r r : No. ' • r OUOAMON13A rrx r' ci 3 z EXISTING GRADE � 2��112 jf#jffjjAr EXISTING GRADE 2% r TO E Im 2 5r M FLA ,J-44 "I I -1 in --9 i Sta. 25+65 to Sta. 35+13 Oya iTt i 10yati}aX. 2% min. 2:1 max. TO DAYLIGHT TYPICAL SECTION Bike Path Sta. 11+50 to Sta. 35+11.71 max.1 EXISTING GRADE ` r r TYPICAL SECTION 1311ke Path Sta, 56+56,50 to Sta. 61+47.24 r @ 50 INSTALL " R.C.P. STORM DRAIN, 1500—D. EARTH SWALE AND DIRECTIONFLOW 3.80X GRADE WITH DIRECTIONOF FLOW wn, Y4 EXISTING GRADE CONTOUR LINE 0 51 INSTALL 18" R.C.P. STORM DRAIN, 1750-D. CHAIN—UNK FENCE PROPOSED CONCRETE LOCK GARDEN WALL T.C. TOP OF CURB PROPOSED DECORATIVE FENCE E ARCHITECT'SLANDSCAPE PLANS C:�&= TRAFFIC SIGN C.F. CURB FACE 52 CONSTRUCT JUNCTION I 1 • A.C. ASPHALT CONSTRUCT53 lON STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 332. F.L. FLOWLINE 4 54 0—T.G. CONSTRUCT JUNCTION . CITY • L( LI F GUTTER TOP OF GRATE --CONSTRUCT 1 I. 14—GAGE C.M.P. RISER PER IETAIL, SHEET 2A. (. INVERT OF PIPE 56 CONSTRUCT .30" DIA. 14—GAGE C.M.P. RISER PER RETAIL, SHEET 2A. T.W. TOP OF MALL 7BREAK INTO EXISTINGI PROPOSED R.C.P. STORM DRAIN. REPAIRT.F. TOP OF FOOTING RECONSTRUCT EXISTING CATCH BI I! FACTION OF THE INSPECTOR. H.P. HIGH POINT F.S. FINISH SURFACE F.G. GR. BRK. GRADE BREAK F.F. FINISH FLOOR aN 4.00 C.L. CENTERLINE RIGHT—OF—WAY ' POINT EXISTING TREE T BE REMOVED SUBJECT TO TREE REMOVAL PERMIT 0 SLOPEPROPOSED GRADED ASPHALTPROPOSED 4 FIRE HYDRANTA RIBBON r r CONSTRUCT GUTTER TO i • i' # i' NOT i SCALE CUCAMONGA STD.! r MODIFIED PER IffIvIENSIONS ABOVE)SHOWN NOTE REGARDING (HORIZONTALTHE LOCATION VERTICAL) OF SHOWN ON THESE PLANS ARE APPROXIMATE .: ■•. AND PLOTTED BASED AVAILABLE REC ff• r■ r THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR ! TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. V C D' 50' 23 11 ' 14.50 6' 27 X27 1' 17 EXISTING GRADE Uj J a Q u,: cn % min. :1 max. 2! TO DAYLIGHT 2°. 2% min. 2:1 max. TO DAYLIGHT --- EXISTING GRADELO r w Lo CS 1 2:1 max. r TYPICAL SECTION Bike Path Sta. 42+37.41 to Sta. 49+00 6O' 4O' ' l'-0- 11 50' r 2' % 1' l 1' 5' 22 r r � I F�IIIIW4 2X min. 2:1 max. --- z7o min. z: r m x. � 70 DAYLIGHT � 2 � TO DAYLIGHT \ / � 2:1 max. � \ \ o EXISTING GRADE IEXISTING GRADE I TYPICAL SECTION I Bice Path Sta. 62+38.58 to Sta. 67+66.02 i iOJEdT i KO CITY OF RANCHO CUCAMONGA BENCHMARK No. 10048 BRASS r ■ � BRIDGE ri: DISK TOP • CREEK FLOOD CONTROL CHANNEL STAMPED OF trANCHO CUCAMONGA r COUNTRYM 10048 1987" AT SOUTHWEST HILL ♦ i r r • • DRIVE, 75' WEST OF CENTERLINE OF CARNELIAN STREET. CALL TOLL FREE :!r "•!Ir r r r•: r r r, "CAUTION": s Remember notifies belonging r the center. There could rr other utilities pres„. at Work site. The center inform• of r they • 0 50' 23' 11 ' 14.50 7 ' 11. ' r 1' EXISTING GRADE J WALE 1 2% 1 2% min. 2:1 max. 2®® 2 a TO DAYLIGHT 2% min. 2:1 max--- TO ax. TO DAYLIGHT ,-EXISTING GRADE r TYPICAL SECTION Bike Path A 49+00 to ■ 54+85.83 4O' 4O' 11' 5' --*-12' 10' —37 7 7 1' X % 2' 1' 22 f @2Yo I tF) V) EXISTING GRADE 2% 2% 2°p 2% min. 2:1 max. TO DAYLIGHT 2X min. :1 max. TO DAYLIGHT EXISTING GRADE TYPICAL SEC Bike P 81+43.30 Misc. DESIGN REWSIOn (ADDED COnTRU001Vr r r r• Dan Associates S.&C.F.C.D.. REWSIONS,�r► Dan Gueffa & Associates, r• E. • as AL—v R.C.E. 29224 CONSTRUCTION P 4�� civil Pacific Electric Inland Em 4 P'4t* OF C pire .1 rwl Phase 4 Dcln It 4 e, e ea From Grove Avenue to Amethyst Street 1DATEv i , &,Associates No. 63672 r a . r R i a irar FfVVOHS r+w"` • e s,r rr 98743M FAX (OW) 941-1598 r r P 7 .� l , 'r i!22 PROJECT ROOheetNo. of SHEET FLOW DRAINAGE EARTH SWALE AND DIRECTIONFLOW 3.80X GRADE WITH DIRECTIONOF FLOW wn, Y4 EXISTING GRADE CONTOUR LINE 1 PROPOSED GRADE CONTOUR UNE �—z--EXISTING CHAIN—UNK FENCE PROPOSED CONCRETE LOCK GARDEN WALL CONCRETEPROPOSED BLOCK RETAINING WALL PROPOSED DECORATIVE FENCE E ARCHITECT'SLANDSCAPE PLANS C:�&= TRAFFIC SIGN REMOVE EXISTING EXISTING RETI I STORMPROPOSED IN PROPOSED AREA DRAIN (HORIZONTALTHE LOCATION VERTICAL) OF SHOWN ON THESE PLANS ARE APPROXIMATE .: ■•. AND PLOTTED BASED AVAILABLE REC ff• r■ r THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR ! TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. V C D' 50' 23 11 ' 14.50 6' 27 X27 1' 17 EXISTING GRADE Uj J a Q u,: cn % min. :1 max. 2! TO DAYLIGHT 2°. 2% min. 2:1 max. TO DAYLIGHT --- EXISTING GRADELO r w Lo CS 1 2:1 max. r TYPICAL SECTION Bike Path Sta. 42+37.41 to Sta. 49+00 6O' 4O' ' l'-0- 11 50' r 2' % 1' l 1' 5' 22 r r � I F�IIIIW4 2X min. 2:1 max. --- z7o min. z: r m x. � 70 DAYLIGHT � 2 � TO DAYLIGHT \ / � 2:1 max. � \ \ o EXISTING GRADE IEXISTING GRADE I TYPICAL SECTION I Bice Path Sta. 62+38.58 to Sta. 67+66.02 i iOJEdT i KO CITY OF RANCHO CUCAMONGA BENCHMARK No. 10048 BRASS r ■ � BRIDGE ri: DISK TOP • CREEK FLOOD CONTROL CHANNEL STAMPED OF trANCHO CUCAMONGA r COUNTRYM 10048 1987" AT SOUTHWEST HILL ♦ i r r • • DRIVE, 75' WEST OF CENTERLINE OF CARNELIAN STREET. CALL TOLL FREE :!r "•!Ir r r r•: r r r, "CAUTION": s Remember notifies belonging r the center. There could rr other utilities pres„. at Work site. The center inform• of r they • 0 50' 23' 11 ' 14.50 7 ' 11. ' r 1' EXISTING GRADE J WALE 1 2% 1 2% min. 2:1 max. 2®® 2 a TO DAYLIGHT 2% min. 2:1 max--- TO ax. TO DAYLIGHT ,-EXISTING GRADE r TYPICAL SECTION Bike Path A 49+00 to ■ 54+85.83 4O' 4O' 11' 5' --*-12' 10' —37 7 7 1' X % 2' 1' 22 f @2Yo I tF) V) EXISTING GRADE 2% 2% 2°p 2% min. 2:1 max. TO DAYLIGHT 2X min. :1 max. TO DAYLIGHT EXISTING GRADE TYPICAL SEC Bike P 81+43.30 Misc. DESIGN REWSIOn (ADDED COnTRU001Vr r r r• Dan Associates S.&C.F.C.D.. REWSIONS,�r► Dan Gueffa & Associates, r• E. • as AL—v R.C.E. 29224 CONSTRUCTION P 4�� civil Pacific Electric Inland Em 4 P'4t* OF C pire .1 rwl Phase 4 Dcln It 4 e, e ea From Grove Avenue to Amethyst Street 1DATEv i , &,Associates No. 63672 r a . r R i a irar FfVVOHS r+w"` • e s,r rr 98743M FAX (OW) 941-1598 r r P 7 .� l , 'r i!22 PROJECT ROOheetNo. of Q_ .......... ........... t DAYLIGHT V� A A 38 ............. . ........ % 2 Z ............ . N F, I X, ... . ... . .. .. .. ...... N (78. -4p M 22 3: 'A S. B. D. R/1WAVAj ryxI DAYLIJ§HT_47 X", X I.R. (SEi SH__J* 3 LAJ 4% ce- M IL w cr_ M C0.14 6k - T Kz w A +•N 400' 00or pi - I . . .... . . \% VT U % A" K/1' A C-4 N �o. 717 Go Ht DAib� o-4, I I A r & 40py y t t V 0 le, 22 k /* o< /* e oo*!, f K re •DAYLI HT X is 23 go 2 ItP nj v A k Al 'k X J� / ICIA 0 4 A"55 �X � v Z / el % ex Z e 22 ell -J 0 A 23 R A I 'Ile J BIKE PATH CONNECTOR DETAIL 1 "=20 dONOTRUdTION NOTEO HEAVY BROOM FINISH REQUIRED (11 '9 P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 95% M(N. ON BIKE PATH CONNECTOR. RELATIVE COMPACTION) PLUS 6" OF SCARIFICATION BELOW OVEREXCAVATION (90% MIN. RELATIVE COMPACTION). COMPAC-ED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH SIDE OF P.C.C. 40— CONSTRUCT 6" CONCRJE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. CONSTRUCT 4" DECOM11OSED GRANITE OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 90% MIN. RELATIVE COMPACTION' PLUS 6" OF SCARIFICATION BELOW OVEREXCAVATION (90% MIN. RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 12" BEYOND P.C.C. HEADERS OF D.G. TRAIL. CONSTRUCT P.V.C. 3- WL COMMUNITY TRAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 1010-B. INSTALL CHAIN LINK RAMING TYPE 7 ON TOP OF BRIDGE CONCRETE PARAPET PER CALTRANS REVISED STD. PLAN RSP 1311-52. REFER 10 DETAIL, SHEET 3. REMOVE EXISTING STEIL GRATE AND INSTALL THICK STEEL PLATE MINIMUM 8" LARGER THAN EXISTING OPENING ON EACH SIC E AND ANCHOR WI 1 IA. x 6" LONG CONCRETE REDHEADS AT 6" SPAC(NG. GRADE ENTIRE BRIDGE AREA TO COVER PLATE (MINIMUM 3 19), PAINT 12" SOLID WHI1 E LIMIT LINE PER CALTRANS STD. PLAN A24E. REFER TO INTERSECTION DETAIL, SHEET 22. j(,Tv A PAINT 4" SKIP YELLON I LANE LINE PER DETAIL, SHEET 22. 32 INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER TO DETAILS, SHEET 22. 4a— PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A206, DETAIL 27B. 35 REMOVE EXISTING RAILROAD TRACK. PAINT 4" SOLID YELLC W LANE LINE. APPLY THERMOPLASTIC I EGEND, SYMBOL OR ARROW TYPE IV (S.A.E.) PER CALTRANS REVISED STD. PLAN A24A & A24D. REMOVE LOOSE MATER AL FROM SURFACE OF EXISTING ASPHALT ACCESS ROAD AND APPLY SLURRY SEAL TYPE 11 PER SPECIFICi TIONS. CONSTRUCT 14' PIPE 3ATE PER S.B.C.F.C.D. STD. DWG. No. S.P. 209. INSTALL 2-1/2" I. GALVANIZED STEEL POST. CHANNEL ACCESS ROAD STRFING PLAN "TING UTILITIES VOTE REGARDING EXIS ■ CALL TOLL FREE • "CAUTION": Remember thot the USA Cent notifies only those utilities belonging to the center. There could be other utilities present ot the Work site. The center Will inform you of Who(m) they Will notify. 5 18 ------- 21 A_ 0 R ds" CORE 2" DIA. HOLES EQUALLY SPACED N 2% 2X LEVEL LINE 4 4 J 4" sC.C. 4 4 CEPTA "-NOTCH AS REQUIRED TO INTER SWALE. SEE PLAN FOR GRADE INFORMATION. 4 4 (T) 4" P.C.Cog V CORE 2" DIA. HOLES' EQUALLY SPACED 18" DIA. 14 -GAGE C.M,P. A 1— CORE 2" DIA. HOLES EQUALLY SPACED 4" rE__ ito v" -NOTCH AS REQUIRED TO INTERCEPT SWALEo SEE PLAN FOR GRADE INFORMATION. 7l -CORE2" DIA. HOLES EQUALLY SPACED —30" DIA, 14 -GAGE CoM.P. Oft U.M.P. F31SER DETAIL L J. PROJECIT BENdH . MARK: CITY OF RANCHO CUCAMONGA BENCHMARK No. 10048 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED O'CITY OF RANCHOCUCAMONGA BM 10048 19871" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 759 WEST OF CENTERLINE OF CARNELIAN STREET. IVA MISC. DESIGN REWSIONS Dan Guerra & Assoolates WIA S.O.C.F.C.D. REWSIONS y , b Dan Guerm & Assoolates day ?.0FESs/0 • DEOdRIPTION OF REV101ON APPROVED' E. rn ;U R.C.E. 29224 DETAILS CIV 11. 0 Pacific ElectTic Inlan d Empire i ran Phase 4 From Gro,won AVenue to AmethYst Stivet Van l6t4eeea & Associates 9 U 1,11IT13 Is: DATE I Z&5 R.d.Et No. 63672 EMINEM CML LMQ WWVOMS 1 DEPIdN iwi-B TRAPEWOK $1 DdA Ot40,1"40tO "Mom OUGAMMIG& CA 90M PH (OX) W-4= FAX MOM) 941-15M A is 01(EET 2A_oFj 22 1 10271-B TRADS�AMK STREET ;_v, 01780 DRAWINd No. FIAN EL E GUBM CHO CUCAMONGA CALIFORNIA R 2M OR 0"11-1111 (WO) 0874= FAX (OW) 041 -IM 2240 N. I EXISTING GRADE EXISTING A.C. ACCESS ROAD t I 1'± — 12' 10' 1' 2% 2% Q DAYLIGHT2X min. 2:1 max TO 0' XISTIG P.C.C. WALK dONOTRUdTION NOTE10 CONSTRUCT 4" P.C.C. (520—C-2500) OVER COMPACTED NATIV-11 (112" OF OVEREXCAVATION 95% MIN. RELATIVE COMPACTION) PLUS 6" OF SCARIFICATION BELOW OV3REXCAVATION (90% MIN. RELATIVE COMPACTION). • r NATIVE SHALL EXTEND TO A MINIMUMI OF BEYOND EACH SIDEOF P.C.C. CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAAONGA STD. PLAN 534. CONSTRUCT 4" DECOMPOSED GRANITE OVER COMPACTED NATIV_;, (12" OF OVEREXCAVATION 90% MIN. RELATIVE COMPACTION) PLUS 6" OF SCARIFICATION BELOW OVJREXCAVATION (90% MIN. RELATIVE COMPACTION). r TO A MINIMU A OF BEYOND P.C.C. HEADERS OF D.G. -. CONSTRUCT P.V.C. 3—RAIL COMMUNITY TRAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 1010—B. CITY OF RANCHO CUCAMONGA BENCHMARK No. 10048 BRASS DISK IN • CURB :;. :iD OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, .. CENTERLINE CARNELIAN 1 STREET. • f 2X min. 2:1 max TO D,4YLIGYT TO DAYLIGHT i TYPICAL , Bike Path Sta. 105+13.96 to Sta. 114+30.50 EXISTING GRADE at 0 0' ' 1'--22.50"--22.50f----,12!-- 2' 2' 2' 1! 1' Uj 1 2% a w e f min. 2;1 TO DAYLIGHT TYPICAL i Bike +th Sta. 119+08.30 to + • i 2% min. 2:1 rnaA TO DAYLIGHT azN 2% min. 2:1 max. TO DAYLIGHT THE LOCATION (O. • ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR •• HEREBY NOTIFIED • POTHOLE UNDERGROUND • (WHETHERUTITUTIES ON PLANS 1 • NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. CALL TOLL FREE L � "CAUTION": Remember '..,.• thotl Center notifies only those utilities belonging to the center. There could be other utilities present ot the • site. The center inform you of Who(m) they Willnotify, ILOMIIW4401261�11111 TYPICAL SECTION Path 130+81,81 i NOT TO SCALE tr' (ADDED r r CONNECTOR AT FLOOD CONTROL r r.n Guerra & , . r r. y�./ DWRIPTION OF REV10ION1 • icall !2 ,111 r111,14 1 DETAILS - Pa Inland Empire i / Phase 4 From Grove AVenue to AmethYst Street 1i I L %10 �.•....Van CAvie,101LIOLa f\&A Issoclate�s i 10271-B TRADEIVIARK STREET RANCHO CUCAMONGA CALPORNIA 91780 3—OF 22 i �q � nio CI� No. 2240 PROJECT iO \ is 4 of 65 _J, ti -1248— . .......... _7L - ----- - ---- J__ ca __-- --- --- _J 41 ArY 4 OS' k.S. iAT L. BIKE PATH PROP ED--', LZ_ AS. Lz CS w) 6 c> LAJ L0 + vi! 06 Ao 'N... .... ---- + 00 -4t C + C) ....... ... -4 1 C; 4 + + -* C> N + CA C%4 cr) + C-4 C4 4- �i c 0 ............. . . .... ------- ..... . ------- ------ ------- . ..... ... .......... . .... .. ---------- ---------- . ......... ---------- -- NATURAL GRADE' @ 1C.L. BIKE PATH . ......... -4- ...... i 4 - A -12M �j E ------ -,_-.--.1 ------- _j_ - PROFILE SCALES: + -- - ---- 4— j IM2— HORIZ. 1 =40" J 4,--,L-- -,-4-,-- 4_ VERT. 1 =49 -------- ------------------------ J� 10+00 lam 14+00 15400 _*+W tr ru"'ETAIL SCALE: 1 "=20' U, N V - =v!I I -44 �&_,: m-, PROJECT BENCHMARK: CITY OF MANCHO CUCAMONGA BENCHMARK No. 1004,1 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75' WEST OF CENTERLINE DF CARNEI--,I,4.N STREET. amFi� ',-NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR •NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. CALL TOLL FREE &aklll-ki "CAUTION": Remember that the USA Cent notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. I SPECIAL GRADING NOTE FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO CLEAN SMOOTH CONDITION, INCLUDING REMOVAL OF ALL EXISTING RAIL BALLAST, ROCKS, DEAD TREES AN STUMPS, WEEDS, BUSHES, ETC. TREES TO REMAIN. CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 95% MIN. RELATIVE COMPACTION) PLUS 6' OF SCARIFICATION BELOW OVEREXCAVATION (90% I. RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH SIDE OF P.C.C. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ®F RANCHO CUCAMONGA STD. PLAN 103 & 114. REFER TO PLAN FOR WIDTH (W). 5 CONSTRUCT P.C.C. ACCESS RAMP. REFER TO ENLARGEMENT HEREON. ANI D C-1-rY 6F ?-,C, LAS 16Z 0 CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. —PLAN 1006-C AND MODIFIED AS FOLLOWS: DELETE 8 23% x82' POSTS AT STEP THROUGH, INSTALL 2-1/2", I. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, SHEET ,,2Z. RAISE MANHOLE RIM AND COVER TO GRADE. 9 RAISE UTILITY VAULT TO GRADE. REMOVE PORTIONS OF EXISTING P.C.C. CURB AND GUTTER. 11 REMOVE PORTION OF EXISTING P.C,C. SIDEWALK. CONSTRUCT MEDIUM CAPACITY CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-B, MODIFIED: OMIT MANHOLE FRAME AND COVER. CONSTRUCT 8" ITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE CONSTRUCT P.C.C. 4' WIDE X 1' DEEP "V" DITCH PER DETAIL, SHEET 2. INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. APPROVED BY.- it of Upland Anthony La R.C.E. 53382 Fap. 6-30-09 Public Works Director City Engineer APPROVED BY: TAPPROVED BY: ,,?,oFESs/ E. Uj M R.C.E. 29224 F C AA1 CML ENGINEERS LAND SURVEYORS 10271-B TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 PH (909) 987-4306 FAX (9W) 941-1528 E. GUERRA 29224 EXP. 1-11 DESCRIPTION OF REVISION J I t I I k LW_j I Ll�_I_WJLIJ I I i oil J, Plan & Profile P tri cific Elemic Inland Lmplre T arail Phase 4 A Bi" L-, 18+0 -ft Grove Avenue W nu Path Sid U --- - ----- ------- -------_--_------ - - APPROVED BY- 4 DATE 4P. CITY ENGINEER !S�� 53672 RECOMMENDED DESIGN DGA ---------- 10271-B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 En ering taff 6evelopmental Services PH (909) 987-4306 FAX(W9)941-150 2240 PROJECT Sheet No. 5 of 69 L__ j + UZ 00 + —1244 ---- ---- - --- - 0_ LLJ LLJ ----- ------ M LLJ 3L L1j :z 0 tw 'W2 - =v!I I -44 �&_,: m-, PROJECT BENCHMARK: CITY OF MANCHO CUCAMONGA BENCHMARK No. 1004,1 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75' WEST OF CENTERLINE DF CARNEI--,I,4.N STREET. amFi� ',-NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR •NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. CALL TOLL FREE &aklll-ki "CAUTION": Remember that the USA Cent notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. I SPECIAL GRADING NOTE FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO CLEAN SMOOTH CONDITION, INCLUDING REMOVAL OF ALL EXISTING RAIL BALLAST, ROCKS, DEAD TREES AN STUMPS, WEEDS, BUSHES, ETC. TREES TO REMAIN. CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 95% MIN. RELATIVE COMPACTION) PLUS 6' OF SCARIFICATION BELOW OVEREXCAVATION (90% I. RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH SIDE OF P.C.C. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY ®F RANCHO CUCAMONGA STD. PLAN 103 & 114. REFER TO PLAN FOR WIDTH (W). 5 CONSTRUCT P.C.C. ACCESS RAMP. REFER TO ENLARGEMENT HEREON. ANI D C-1-rY 6F ?-,C, LAS 16Z 0 CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. —PLAN 1006-C AND MODIFIED AS FOLLOWS: DELETE 8 23% x82' POSTS AT STEP THROUGH, INSTALL 2-1/2", I. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, SHEET ,,2Z. RAISE MANHOLE RIM AND COVER TO GRADE. 9 RAISE UTILITY VAULT TO GRADE. REMOVE PORTIONS OF EXISTING P.C.C. CURB AND GUTTER. 11 REMOVE PORTION OF EXISTING P.C,C. SIDEWALK. CONSTRUCT MEDIUM CAPACITY CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN 107-B, MODIFIED: OMIT MANHOLE FRAME AND COVER. CONSTRUCT 8" ITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE CONSTRUCT P.C.C. 4' WIDE X 1' DEEP "V" DITCH PER DETAIL, SHEET 2. INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. APPROVED BY.- it of Upland Anthony La R.C.E. 53382 Fap. 6-30-09 Public Works Director City Engineer APPROVED BY: TAPPROVED BY: ,,?,oFESs/ E. Uj M R.C.E. 29224 F C AA1 CML ENGINEERS LAND SURVEYORS 10271-B TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 PH (909) 987-4306 FAX (9W) 941-1528 E. GUERRA 29224 EXP. 1-11 DESCRIPTION OF REVISION J I t I I k LW_j I Ll�_I_WJLIJ I I i oil J, Plan & Profile P tri cific Elemic Inland Lmplre T arail Phase 4 A Bi" L-, 18+0 -ft Grove Avenue W nu Path Sid U --- - ----- ------- -------_--_------ - - APPROVED BY- 4 DATE 4P. CITY ENGINEER !S�� 53672 RECOMMENDED DESIGN DGA ---------- 10271-B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALIFORNIA 91730 En ering taff 6evelopmental Services PH (909) 987-4306 FAX(W9)941-150 2240 PROJECT Sheet No. 5 of 69 K_ i I " * I I I I I * I I I I " I ,11N 11 I I "I'll I I , , ... I � in, =,q LU :Z 1240— � .j = 1238- 0 �_ < 0-7!= My= ''I ,, I 11 I 11 " ,111 I ... 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I _ 111-i - � � ! 1� � " I I f ­�_ I _1----__ '-111-1_111____11_ .... - , � � i � i � � � I � i � -11, -__--,­­-­4------­ � -­�'­­� , � � i i � � _J_11_-_,__1. -, - 1-11 t � , - � I � I � � i i i I i I I - I � i � I � I , _ � __ I ---- 11­1­___� -,,-. __,�, ____ 1--1.1i __ - -.1-_11-111- -�_ i �_ 1-1 r � f � � �' . I � i I . 1-, � , L. - I I - _.- - i f � � I � 1 � f � � ) � ! � I � � � � � __ ____ i___ .1 j � r � � I 11 ---1 11-1-11 --1- I ­­__ _____,_.__.,__ 1---1 . I . . I I � � 1-11 �_,_., -, I � I � i � i � � � 1AL'__'_] "I ­­­_ ­­ !__­ -.111-11 L"__1 I � k �' I � . � � I � I � � � 1 i I ____ __ _ ____ .__!, .1 1'__,____J,._.,___--- L -11111-- -11- I � I � I f i � . � � I � ! � � � I � _ ------ I ­� " ____�_ t ­14--l-1--l-, I- 1 --- — --- i--- � ; � z � ! . -.1- ___ t I � � � � I � f i I i � i k � � I � � . "-,-�-�.�,��'l.�.�.1-1-11�,�,,�.11- [__ ___L____1,___ . .. .. .... ____L____,_,__, -_ - ___1 ­­ 7 i � . � � I � i � I �- i � _1 - _7� -,,�,��-,;-,-,,�,�.",,-i-�.�l-.,-���".�,,�I -.1--11-11A, I � � � i i � � �, i � i ____� �11 ­___�_,­__ I -1 I— -, !, I I � i I � � ! I � i i i � -, ,______. - ... _ I - __ . _ __� I I—, I t � � � I � , I � I � I � � I I � S ; , I � 1_____--___ �__ � ___'_1 ---------- I I � __ - � I I I � . ELEVATION. 1302.317 � I � t � i � i � i t i � � � ; I � T � � � . 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 � t � � , I ? . i � I I f i � .1 � �' I , � � I L --,---j, 1 4 i � I � ! I _ I _-1,_-,.,__ �____ ," .1- --- __ I _-4________ ---,-- I ___, � ___1_4-----4 ...... ­ � 4-_ -_ I I - - I_ -_ _____1_____1__k_ __ -, .. - �,_ ___ _ ! - � _­-- I ,I I i - - -.1-1 r . ____ - � - -11- _11-- .... .. 'L" ___j � __,___1_,_ ....... I � � ___ .... _ _­_­ ,___ _11- -111111- -1-1 -11 I— 1- --111-- _____-1_-.111- I ­­­ � -1-1111- - "I'll�-11�,,��11---,�-,�(,�.-""-4,-- __J ­­­ - -111-1- -11-1k_'__4 ____4 _'___1 ...... - ­­_ ___., __ ____ ...... 1--, __ _____L_-- ---,_,j-- -I ­ "...-IF ­ --11111-1 ­­__ ­,­ - ____,_._____4_ ­ ... ... -"r ­,-­�­­­-­,j-­­ ­ 11-_11J_11___-1_ -1-11 __.___J ­__.___i .11-1-1 ­­­­­ -1 1- to � � t ---",I � � i , '--' -- - - - -- ­­ _j --t- -,--- ­-, ­­­--- � _T -7 - -_­ -_+ ___- _1� -.11- , � � ,­. - 1, ­.- --11 It"' I--,' f111 __­ � I I § _1_1___J-_1_-_-1-_ --__11 _______i_____ -- ______ ­.- --4-11- _-i-_ - 1- I I � i i � � � [ I � � I � i I � i i � � � � � I I I � I i i i � , I � � I I � ! � � � � 1 . ; � � I � � i � I � i i I � i � I I 1 � � � I � � � � i i I � I I a � i I � � � i � � � � ; � � i I ! i , I i � I ! 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PLAN 1010-B. 24+00 1 25+00 26+00 �/ i ­1J_,/ / i X 1254� 5 / I,�_ ___ __ __ ______ __ ___ __ I ___ _.- -x /2 �5 --�'. 0 - 11_111'.__ `1_\ ,,�_1111 �11___ Y ,- ��-;,;, ---- ___ 11 "_­­'___" / I'-- I' J211)5,9 It arl-A — 1238 :c 0 �_ .< =up-TICE 11 I'll 11 I I 27oOO 28+00 / A /Z�,),J­7 *'---,,_,_" �_,,___ ,,---',,,-,,, '**� `11*� ,�­"'�,_ ,,- __� '11*� '4*� X 1 2 5 1,55. 4 '11--�,�,-­_,_ **111� *11.� - �__ - 111,1� % _������ --_-_--__ , . , \. < (0 / f, . V'! 2,�-D, 0 --I P, / __ _j �'_ " �— 0 L — — — UJI CD Uj + =: CO Cn " u=. =======:=== .7. —= — —NINNORM—ONNOM lm= — -,---- -,-, ___ _____ __­ -,-- ­- ­­ ­­ --F— ­­­ Li __ — _ ,-e-, \/ , - - - ­ � 7 _1`11", - - A 112"5_5 , 3 Li * ___ __ _41. e ,_ C) U) 0 � �_­:;;;� a KA, -I-- , _-=_="_,*77 , ===A2=__... '�,� ** I .__._.( � - Im ��, ... __ 7777--7--7-77 ­__­___ - I , ,______,_,_, - , ------- - - ­ _-1 --__-1_L-- , . (/) N 11 11 11 I , I I I I " I ­­&, I I I I I I I / I I I I 11 I'll, "I '' is 9 , il 1 -.4 f I-,----- 11---,-,'----,'----------.--,-,------- _.-_____-_1 __ I __ -,- ­­__ : i I ! NOTE REGARDING EXISTING UTILITIES � ___ ____ _____ -------- ___ I I i � I I THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN � 1 ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. I I 1 THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND , ; 11 UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL I 'I -P-a I TIONS PRIOR TO BEGINNING CON-STVUC W. _�_ () � S_z��_ / 1 to =40' ,?,p,()'F SS/O�� Crry SPEC.'#3AL GRADING NOTE 1�) E. G 'I � DESCRIPTION OF REVISION DATE JAPPROVED FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO A� �? �� CLEAN SMOOTH CONDITION, INCLUDING REMOVAL OF 0 rn CITY OF RANCHO CUCAMONGA W M ALL EXISTING RAIL BALLAST, ROCKS, DEAD TREES AND W R.CZ 29224 ;U STUMPS, WEEDS, BUSHES, ETC. TREES TO REMAIN. Plan & Profile 0 CIVIL � 1�1 . '�' OF CA\-\�(j Pacific Electric Inland Empire Trail I Phase 4 Dan 6t4eeea Bike Path Sta. 18+00 to Bike Path Sta. 28+00 & A ssociates APPROVED BY- --- DATE _2!��Pj e�0� CITY ENGINEER � ������� R.C.E. No. 53672 _ � ,, CiVILEP4GINEERS * LANDSURVEYORS DESIGN — RErNDED " 10271-B TWEMARK STREET 1) RMICHO CUUMONGA CA 91M — DGA — Dan 6t4al'tra PH (909)9874306 FAX (9W)941-1528__ DRAWN S# : &Associctfes ET /'\ DGA — - - 5— _22 - IV_ 91 U 10271-B TRADEMARK STREET OF — — —i—. 1-1 -_11 'CHECKED DRAWING No. DANI E. GUEP41A DATE RANCHO CUCAMONGA CALIFORNIA 91730 R.C.E. 224 EXP. OA -11 I PH(W9)987-M FAX(W9)941-15ffi 2240 - — - � 0 1 PROJECT Sheet No. 6 of 65 111E_ I , I I I � I 11 NEED TRU 0 1264 0 + 00 1262 " a 0 1260 - -_____�_ � � � -.&.- (n �jI I T ,ii� �, �il � Pacific --1-1,11-11-1 � y i � , � I =C 12,68- it I �,, , I A � t 1� J, i � 4, ­-­­ - C�� � � � I ic"i itz � �_ .4 z, p ,%+*., 1% � 4I I bla J8+00 �� " 00�% Vckh 0 v e- IIA ea 0 ­1'6�flzx � �tg) I �,4 0. 1266 - __ C> + Do- � � ',,U') 1 C-4 �,_ LLJ lli )� CITY ENGINNEE " 11 -1 � ` M;Z:;;�� - � �___ �, �� � N i � � ��e _,_ I - f �� 012­� ; I 9 1% 6 , 'Juggavimajan - ,_--_/+__1_1 / I I ' � M 1264 - iz� ' �7- � � PH (909)9874306 FAX (W9)941-1528 1252 - 1.1" 11-141-1 i � i , --1--!_-- i W le% It ,� �! I � I A �� DGA --- I i 111-1-1-11-1-1 i �, =ON am 1260- . , t , � _j R.C.E. 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I I ! 1 � � � � j i i � � i I f , � � � ! � � I � � � I , I I � � � � � i � i I � v z � I I I i , , , a I I I � � I � � � I I i - ­­_ ..... .... L _�_ �! i � I � � . � I i � I - ,I I � " -1240 � I � � ___i_� -1 �_____._j I -1 ----i ! ���_, �� � L , � � � � � � I ______j i I � .... ....__1 ... ����� . ...... ..., _��� � --------- L 1-1-11--_ � I � 29+00 30+00 1 \ '�**� / /1� i/ * I / \ "11� / / I 1 - � 1 4,*� I'll �, / / / I lz;� 1� � - , � / /r_ I I � kI 11 / / / � �, f 1 *14� / / / , I , " , - I- - 7 1 ,.,-., ". / I I I I ,,, ,/ I - 1'x$ , - �� ,/ � , V". I , - -7 ':? / / � , 1) / / , /� j - " , / �1_ _,', ­__ ,__ -----, / / / / . - - ____ __ � I � , I %v i ,,� r� 7 -1 I ;1 J1 ( 11F ;-111 �'W! 7-11" ... .... I I �1/1 16 , , I , , 4 WN / I i W lo ... I ...... I - "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. I 11 I �-,­­` �,� I - ,__ , ' A" I, " �,,',,,'1259 �1 ___ ____` . , � 1____1'_ // -1-111, , 1� �11`,,, �' 7 .1111-1 I I " I "I '11", i 11 ". I" 'W", d I 111 �1` 4- ,A,��_ 1 '�,_, \ 33+00 - � I 11 � I I I � _�__ 1--z- ,`� I _1-1- - I `­ 111. I . � . I - � ONO � I " P.C.C. (520-C-2500 ATIVE (12" OF OVEREXCAVATION 95% 0- MIN. RELATIVE COMPACTION) PLUS 6' OF SCARIFICATION BELOW OVEREXCAVATION (90% MIN. RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH SIDE OF P.C.C. �D_ RAISE MANHOLE RIM AND COVER TO GRADE. 9 RAISE UTILITY VAULT TO GRADE. 07- &_ CONSTRUCT P.V.C. 3 -RAIL COMMUNITY TRAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 1010-B. &_ CONSTRUCT CHAIN LINK FENCE WITH (2) EA. WALK GATES PER CITY OF RANCHO CUCAMONGA STD. PLAN 607 (H=6'). 34*00 35*00 ,4_1 "L-1 -1- - t � '1- 6,,'- , - -11 ­­­ . I � I ____ �,, I 11 SPECIAL G"RADING-NOTE- _____ 11 I 1-11 ­ I "I'll "I I Aw I v W I W I'll, jxkl_�, I I 1 ��� � I 'I I I 1,211IIIIIIIIIIIIIIIIIIIIIIIII % 37+00 38+00 111) / 1_1;�Qll � I'll I *_�_ I � � �, 1'� I -­�,,---,Z�-­_, ___-_,,_� " - �, , ,5 :!�� �_ _---_-��7;­'�` Z ;-��-`�,0- , �1� N., - .1 1, , . ", , 1-1. _�_ ___­1,::=_'__--�_,�_­ _.,x - ,,,� 1��� , ­_ � � � �A '�. " -, �­ >____­� ,�', � , " ­,�, IN -,x '� " ,,,�,,--/ ; Z_ �_,, -1, __��. 11. � ,/1_11�,;41 "" IF/ �, � ,�� f J__� f � I I 44 -1 � 9 f " .) :0 & PROJE(JT BEN(JHMARKA CITY OF RANCHO CUCA o. 10048 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER NEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER HILL COUNTRY CLUB DRIVE, 75' WEST OF CENTERLINE r�__1_­__­11�____1.__­ "I -11 11 -____-_1-' _____'_"________,___1_ 'i � , 'i IL I L I `* EX10"TIN10' UTILITIE" �i 1 Zo b �� � �1 i viOTE REGARDINU IIIIIIIIIIIIIIII / 1 so =40* ,�,? ,oF ESS/ \1 E. G ,P 1� ,�' , '�)A, I �) i� (D M Uj rn V_ I � 11 11 W I II'll I" 11 "I "I I I II DESCRIPTION OF REVISION I IF -1 V ur*0#4111 , - �� - - �� 11 . - _17- 11 -11 -11 I - - �1� - --- � ­', �, , _-, � I I I - I 11 -11- -111-11-1, _���_, I-, 11___1_1--1__ 1-1-11 �_­,_ 11 - �­­­�_� =, , " �, ,� I I'll ", " ­', - , " , - -_ ` I I " - � I I I I I - I / , , , , 7 - I , I : � " I I , 1 T - , . 'I I , r I I I I 1F. I I I , I I k I I ,-, I I 1- I �, j''J'A I [H 1''' 11HI 11 . I . ;:; ji�l �� �, I I j Plan & Profile �, 1� --- -111, I i it >11 C10- -1 �jI I T ,ii� �, �il � Pacific 0 Ili It Electric Inbnd Empire Ti ­ail A 0 F C A \-Y 1� I , 11 1i 7; / I � 1,1 11 I �i Phase 4 it I �,, , I A � t 1� J, i � 4, %P=ZIN, Ot-#& / , 11 1. , - I HiKe ft-th k` S"ta. 28+00 to Bike Path z, p ,%+*., 1% � 4I I bla J8+00 �� " 00�% Vckh 0 v e- IIA ea 11 ,, r I i�' 4, � ��,, �/ & Associates � t ": APPROVED BY: ��I :1, ': , 1-1 - --"-, - ­­­_­­-----------$* _� DATE 6/111 lo!j - i'�, :" lli )� CITY ENGINNEE " 11 -1 � ` M;Z:;;�� - � �___ �, �� � 53672 1 R.C.E. No.�_ _-_1 �� " ''I , _­,'' I CIVIL ENGINEERS 0 LAND SURVEYORS � I I 10271-B TIRADEMARK SMEET I �] DESIGN ,; I ': I, I 11 I _,_ I - f �� 012­� ; I 9 1% 6 , 'Juggavimajan - I I "� ,-"/, I I RANCHO CUCAMONGA, CA 91730 d DGA I t - I A 1--1/ a vi v e, P& Pta I I � I �, 11, PH (909)9874306 FAX (W9)941-1528 � I " -,I �' I I DRAWN , I ': 11 . I %=�. ,; I I 1� & Associates . ­­­­ �­L­1_1� � ' ' '-- --'-- I Is : 1 f;'T H E I &%,oft - - le% It ,� �! I � I A �� DGA --- I 11 ! 1:� I - ; I&ft I a 0 F z z , t 111.11". L, 6- 9 G-11-01 At" ___ _____ __ - - ________ 74 � DANI E. GUERRA DAM I 11 "I I / I I i, I I �� i j : 10271-B TRADEMARK STREET ; RANCHO CUCAMONGA CALIFORNIA 91730 11 -_ I.--- , _-1 � I DRAWING No. , , 2240 i, R.C.E. EXP. 1-11 � 1 PH (909) 987-4306 FAX (909) 941-1528 Ill I i � � Ilto;rol,pctgmoi;";,�ii'��������������������ii,�������l����ill�����������������������lliI I I I A280 12 78— A276 — 1274 . . ......... to 1272— I 0 UJ 1270— - .L. u A268— CAI A266 — A264 — C:) (D . ........... + co A262 . . .......... p A260 — (n A268— A286 — M A284 — A262 — A280 — 1248— A246 1244— 1242— ....... ..... 1240— ....... ... ....... .......... . ...... ..... . ...... . .. ...... .......... ......... z .......... ....... ....... ........ ....... .. . ................ ........... t . .......... ......... ............... .......... ............ ........... .... ....... ....... ............ ........ IIFbTURE BiKE �AT I...... ......... ....... ...... .................... ............... . ....... ...... .......... ...... ....... III................. ......... ....... .......... ................ .............. .................. .......... 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The center Will inform you of Who(m) they Will notify. ...... .... qVAQ 77. r a 7% 1 11� 11� U 1-1 t JOIN PEDESSTR N. ��D CONSTRUCT 4" P.C.C. (520—C-25001 OVER COMPACTED NATIVE (11 2" OF OVEREXCAVATION 95,x MIN. RELATIVE COMPACTION) PLUS 6 OF SCARIFICATION BELOW OVEREXCAVATION (90% MIN. RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH SIDE OF P.C.C. CONTRACTOR TO CLEAN EXISTING STORM DRAIN, INLET AND OUTLET FOR FREE FLOW OF DRAINAGE. CONSTRUCT P.V.C. 3—RAIL COMMUNITY TRAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 1010-8. INSTALL ROCK (18"-24" DIAMETER AND 100 LBS MIN.). bT HIStOiCAL N,T_ FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO CLEAN SMOOTH CONDITION, INCLUDING REMOVAL OF ALL EXISTING RAIL BALLAST, ROCKS, DEAD TREES AND STUMPS, WEEDS, BUSHES, ETC. TREES TO REMAIN. 0. CE=, M I PROJEdT BENdHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK No. 10049, 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAYPED "CITY OF RANCHO CUCAMONGA BY 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75# WEST OF CENTERLINE OF CARNELIAN STREET. VA NOTE REGARDING EXISTING UTILITIES #41SC. DESIGN REVISIONS (REVISED PRORLE TO MATCH PLAN) WfoyAk IfAqM Dan Guerra & Asso S rF dITY �APPROVED � ITS 11 A 1 I k, [ ;wol . [ I 19' W I [ 0 1 1 0 E, OIL- " _j , IIIIIIIIIII I I L L - A I L, � OL - -A- - -A- - J a I I i I L, 1� �_j I Plan & Profile Pacific lectric Inland Empire rai -Phase 4 rq- Bioko A-ith Sta. 48+00 81ke Path Sta. 38+00 Van 6t4eeea APPROVED BY- DATE ICA &_/0!5 & ssociafes , 53672 dITY ENQINEE OML ENOINEEM LANo "mom OA 917M I)CIM Gjt4eP40&C1 PH (OM)087-M FAX (QM)041-1528 PHEET & ssociafes 7 OF 22% ke-p- A(", 10271 -B TRADEMMK DRA*1146 No. I- GUBM DATE RMCHO OUGAMOVA 0AL1FORNIA 01730 RO. 2WA EW. 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LAJ 1�11 1�, IN, M X% 2 8 �!e _N' ts;: r N, i!ITIPI �7;; % ITI-�� I tA z T fffr' 11� N, x tamn '07 , v, K R-1 % Al r 12,, 31 �j 125QI 1 t .6 FPTURE 2, I'v N_ 1", 71 W 2 25 X12 .......... cc 0.. 14 t %i / .............. ...... ..... 7 e 1a; x 7 /15 7.15 2 N Z_ 2 % N N_ �E�_z �, ...-I - - , INN, 4 N-, t. -,Ie r250 7 0 7 �, NN /x 4 e 4 7 P1?,.0JEdT BEN(JHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK No. 1004,9 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75' WEST OF CENTERLINE OF CARNELIAN STREET. NOTE REGARDING EXISTING UTILITIES ,q,g0FESS/0 CION �TRUdTION NOTEO SPECIAL GRADING NOTE E. C 6��—CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 955% FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO rn nn &A I M 0 1 1 REM0!2D EXISTING C.M.P. PIPE & ADDED C.H.P. INLET STRUCTURE AT Z2 +90.t, RAISED TRAIL STA. 56+00 TO STA. 62+00 Guerm & Assoolates, diTy DEOdRIPTION OF REV101ON ',APPROVED ILI L A M 111 * F% Q L.M I I Q Um F A I PUN - M M j FLvb w Ur a AmIrl Al PUN Or-L.VVY VVr-F%rA V I P 11 /0 11. CLEAN MOOTH CONDITION, INCLUDING REMOVAL UIF RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH .... ... ....... ....... ....... .......... .......... .......... .......... ............ �_ .......... ........... ­_­­,_­__ ......... ........... ....... ...... . ........... ........... ......... t ... ...... . ............ . ......... ............ Uj ........... ......... . ............ ......... ...... .......... ........ ........ ......... ......... .......... .......... T 101 A280 -�280 .......... ........... tn ........... _J ........ . ..... ....... WORA�, G DE, 0 t.L. 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LAJ 1�11 1�, IN, M X% 2 8 �!e _N' ts;: r N, i!ITIPI �7;; % ITI-�� I tA z T fffr' 11� N, x tamn '07 , v, K R-1 % Al r 12,, 31 �j 125QI 1 t .6 FPTURE 2, I'v N_ 1", 71 W 2 25 X12 .......... cc 0.. 14 t %i / .............. ...... ..... 7 e 1a; x 7 /15 7.15 2 N Z_ 2 % N N_ �E�_z �, ...-I - - , INN, 4 N-, t. -,Ie r250 7 0 7 �, NN /x 4 e 4 7 P1?,.0JEdT BEN(JHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK No. 1004,9 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75' WEST OF CENTERLINE OF CARNELIAN STREET. NOTE REGARDING EXISTING UTILITIES ,q,g0FESS/0 CION �TRUdTION NOTEO SPECIAL GRADING NOTE E. C 6��—CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 955% FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO rn nn &A I M 0 1 1 REM0!2D EXISTING C.M.P. PIPE & ADDED C.H.P. INLET STRUCTURE AT Z2 +90.t, RAISED TRAIL STA. 56+00 TO STA. 62+00 Guerm & Assoolates, diTy DEOdRIPTION OF REV101ON ',APPROVED ILI L A M 111 * F% Q L.M I I Q Um F A I PUN - M M j FLvb w Ur a AmIrl Al PUN Or-L.VVY VVr-F%rA V I P 11 /0 11. CLEAN MOOTH CONDITION, INCLUDING REMOVAL UIF RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH Plan & Profile SIDE OF P.C.C. ALL EXISTING RAIL BALLAST, ROCKS, DEAD TREES AND STUMPS, WEEDS, BUSHES, ETC. TREES TO REMAIN. civ it. Pacific Electric Inland Lmpire i ran RAISE/LOWER UTILITY VAULT TO GRADE. 0 F 0N. 15 CONTRACTOR TO CLEAN EXISTING STORM DRAIN, INLET AND OUTLET FOR FREE FLOW OF DRAINAGE. Phase 4' UNDERGROUND SERVICE ALERT: U8 INSTALL 2 is X6" REDWOOD HEADER. Bike Path 6'48- 48+00 to Bike Path Sta. 68+00 � �2 —CONSTRUCT P.V.C. 3 -RAIL COMMUNITY TRAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN Van 0 CALL TOLL FREE 101 O -B. INSTALL ROCK (18"-24" DIAMETER AND 100 LBS MIN.). 4 e lot 11'kCt 0 & Associates APPROVED BY: DATE In/7- 4, lez a% 1-800-227-2600 REMOVE EXISTING 18" DIA. C.M.P. PIPE. 0MLMQINE8:0__ 0 LME) dITY ENOINEE —1 R.d.E. Noe ­ 42166 DEOI N REd 11 REMOVE EXISTING CONCRETE HEADWALL. imi-9 TRAmYARK Wyim 0A 91IM DdA Van CAt4&,P40 "ANCHO CUOAMONG& TWO WORKING DAYS BEFORE YOU DIG "CAUTION": A j-% Z2\ (45)-- ­24NOM REMOVE INTERFERING PORTIONS AND BACKFILL EXISTING CULVERT. PH (9M) 074= FAX PQ) 941-150 DRA*N I � & ssocial-as Remember thot the USA Center notifies those belonging to "8 0%2 only utilities the center. There could be other utilities CONSTRUCT 30" DIA. `14 -GAGE C.M.P. RISER PER DETAIL, SHEET 2A, MODIFIED: OMIT 4" P.c.c. DOA OP -4 present ot the Work site, The center Will inform of Who(m) they Will notify. DEPRESSION AROUND C.M.P. 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RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH SIDE OF P.C.C. CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. CONSTRUCT 4" DECOMPOSED GRANITE OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 905C MIN. RELATIVE COMPACTION) PLUS 6" OF SCARIFICATION BELOW OVEREXCAVATION (90% MINIMUM RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 12 BEYOND P.C.C* HEADERS OF D.G. TRAIL. CONSTRUCT P.V.C. 3 -RAIL COMMUNITY TRAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 O -B. INSTALL CHAIN LINK RAILING TYPE 7 ON TOP OF BRIDGE CONCRETE PARAPET PER CALTRANS REVISED STD. PLAN RSP B1 1-52. REFER TO DETAIL, SHEET 3. eELOC4TE E U**110 0 FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO CLEAN SMOOTH CONDITION, INCLUDING REMOVAL OF ALL EXISTING RAIL BALLAST, ROCKS, DEAD TREES AND STUMPS, WEEDS,, BUSHES, ETC. TREES TO REMAIN. 126,�o_ -4, pqp@�� EWA wj PROJEOT BEN.LIHMARK: ,Mzw*l 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUC �4ONGA CREEK FLOOD CONTROL CHANNEL STAIPED "CITY OF RANCHO CUCAK40NGA BM 10048 1987" AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75" WEST OF CENTERLINE OF CARNELIAN STREET. NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. "ZI Lai < z: CL X11 ".0 R /6,, F. Q/ ol C� LLJ L) M 1X1269 x w X r ,91kolFIESSIO E. rn S.B.C.F.C.D. REVISIONS Dqj Guerry & Assoolates, diTy DEOdRIPTION OF REV10ION iAPPROVED I f��ROJECT Oheet No. 10 of 65 Plan & Profile civit. Pa cifi c ech *c Inland Ernp4re i ran OF CA, Phase 4 Vcm 6t4eeea pq JUL filike rarn rwA jL Let Sta. 00 IQ Bike rilin ta. 68+ & Associates DATE Inc) R.e.E. No. 63672 C L EWINEEM LMQ Wwvom 1W1-8 "mA PEYA�K ST CA 917M FIMOM CZ�O'W PH (61M) W74= FAX MIAMI & Associaf6s _6 OH ET 9— OF a E GUE" OATE 10271-8 TRADBOAK STREET ,7, RANCHO CUCAMMA CALIFORNIA DIAINO No. 224 R.C. OM EW. OW Mi (0M) WAV FAX (0) 941-15M f��ROJECT Oheet No. 10 of 65 MR, I q 3 HORIZ. I 99 =401 VERT. 1 $13 =41 56 I , No " I I '90 I 0 a � I , I I I , 14 1 1 I I I li(lil]l , -A300 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I _� M a a 0 j ., I w i `Z A298• I I I I of . = A296 — I L) I v I < M A294 — r, yi I 11.1 . I I . -lill A292 — I% I I 11 � Ift " - 11 I I - A290 I 1, I .• , . , I I � I I I . 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SDE OF P.C.C. � 2 , I /--% 111i I : i!�ll,,I�'Ili!��,�,,�ll�!�����lI UTILITY POLE GUY. DER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. ," UNDERGROUND SERVICE ® MCOMPOSED GRANITE OVER COMPACTED NATIVE (I 2" OF OVEREXCAVATION 90% ill 26 RELOCATE EXISTING SIGN. IN. RELATIVE COMPACTION) PLUS 6- OF SCARIFICATION BELOW OVEREXCAVATION (903% MINIMUM A 11!�!�: Ili I I I IiiI ILLARD. RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 12 BEYOND P.C.C.GALL TALL I HEADERS OF D.G. TRAIL. I 1 28 COVER EXISTING STEEL GRATE WITH STEEL PLATE PER SPECIFICATIONS. I k!�-- REMOVE EXISTING FENCE. : 1-800-227-2600 1 @�­_ INSTALL 30" R.C.P. STORM DRAIN, 1500-D. C_3 REE. 1 51 INSTALL 18" R.C.P. STORM DRAIN, 1750-D. I I TWO WORKING DAYS BEFORE YOU DIG 17 �— APPLY NON-SKID TEXTURIZED RUBBER SURFACE COATING TO MANHOLE LIIFITITT JTIITY T D PER SPECCAONS. I 1;a� CONSRUCUNCON STRUCTURE No. 2 PER COF RANCHO CUCAMONGA SD. PLAN 33II. "CAUTION": Remember that the USA Center I 16'xB'x4" THICK P.C.C. PAD BEYOND LIMITS OF LANDSCAPING. FINALLOCATION TO BE DETERMINED IN THE 55 CONSTRUCT 18" DIA. 14 -GAGE C.M.P. RISER PER DETAIL, SHEET 2A. I notifies only those utilities belonging to FIELD AND VERIFIED BY THE INSPECTOR PRIOR TO CONSTRUCTION. the center. There could be other utilities I �� CONSTRUCT 30" DIA. 14 -GAGE C.M.P. RISER PER DETAIL, SHEET 2A. 1-I "i present at the Work site. The center Will ;Lq— CONSTRUCT P.V.C. 3 -RAIL COMMUNITY TRAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN � I 01 O -B. IIII inform you of Who(m) they Will notify.•�� BREAK NTO EXSTNG CATCH BASN AND CONNECT PROPOSED R.C.P. STORM DRAIN. REPAIR OR RECONSTRUCT EXISTING CATCH BASIN TO THE SATISFACTION OF THE INSPECTOR. I I I I 1 PRWECIT BENCHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK No. 1004V 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CO 987" AT SOUTHWEST CORNER HILL COUNTRY CLUB DRIVE, 75' WEST OF CENTERLINE -111-111-1111- I I'll I'll 1-11- "I 1111111- 11 I I'll, ''I'', I NOTE REGARDING EXISTING UTILITIES I I I 0 #r 4 I ., I 0 A I I v I I I i . a r 9 . I a hwa mill 9 a Iv I .11 • ilii 1411111i, --- _ 9 w I I . . I 0 . � STORM DRAIN & TRAIL DETAIL — I !9 SCALE: I'll'i I -""- I I I I FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO CLEAN SMOOTH CONDITION, INCLUDING REMOVAL OF ALL EXISTING RAIL BALLAST, ROCKS, DEAD TREES AND STUMPS, WEEDS, BUSHES, ETC. TREES TO REMAIN. J& by: Oan Guerm & Assoolates � - d1w__ DEOdRIPTION OF REV10ION 11M � APPROVED iI givEll _�l 1.111 11 I iiiij. I r I -1, W I f, &j I I , " F1Al �Illlllillii. ' 'A -'-J a I I A L -',A -A& - i Plan & Profile I I I I I 0 ("" 'I I I I 'I C111 C ectric ,Hand Emp�re i rav a � I I i i I Phase 4 i *11illc —Bike Path Sta, 68+00— to 811(e ra h Stg. 78+00 1 1 I'llill - I'll", ii I AIN lvy��11 111 _-_;�� DATE Az.egi�I ­­ . ,_ K#jvwM&j1a3 I w, W4- ,—,- -, � 1111 No. 63672 . 1111111121.5 , II 0 1q=ZS11!7=;;,- "is t-1 J,i A XNAIIII! "I I ZI1041, I I)CM •6ti'kiiii � I I I I I 11 i I1 1 PHEET � I Associts I i & e I ii ow Ii i I i 10 e. I I I I I I I IWI-B TWMOMK EET I I I I I I DRAIN . i RAN0jO CUOAMOW OALIFORNjA 91780 I d No. = C 2;1, 0 ....... I I I � __ I I I 41'. - I I i - I PH (0) W4= FAX ") tK1 -1 w 2240 i "I'll", I ----------------,------ - _ __ - - __ _-, ---------,-,-------- I """"""""""""""` PROJEOT Oeet HORIZ. VERT. in %WIN ff"M L414 WE ;Mmsm M0 L1 11 01 . . ........ ....»:.»...,,»......,........,»»......».....w . W) CS D F.S. 0 C.L. MUL11- Am IN IL Ui ..... ...... ......... ...... ..... Ir 00 5_1 -A318 ........... I ..... ........ I �A ........... C:) A3A4 ........... --A318 --A316 -A312. ..... . .... ............. `- --A314 04 -1312 La -A310 --A310 1308 Uj Cn ® R 4N N A306 + C4, + 1304 ...... ...... 00 1302 0. .......... �304 M 1302— ............ Lj 7: -A300 Boom .j ......... :�: -A298 Cd 4i • 8 1296 + ;!z �F ......,,k„ 4 i ! 1292 ............ 1290— in %WIN ff"M L414 WE ;Mmsm M0 L1 11 01 . . ........ ....»:.»...,,»......,........,»»......».....w . W) CS D F.S. 0 C.L. MUL11- Am IN IL Ui ..... ...... ......... ...... ..... Ir 00 5_1 V 78*00 79oOO 80#00 81*00 82oOO 83*00 84*00 85#00 86#00 87*00 88 -*00 -00 13_2,9� f4_1 I 01, A i x 100 4 111'k� J* 'N J X1 10 0 IN 10 r k '7— x 1 J'25_3 < N 54- V x _iL�N _4 ic- R/W C) . ... . .. ....... . . ...... ry '_ -%---- - I 7 C) LLJ + XR, k/ �06. 7 Nomm 10 X IJUJ� b LJ Co ... fu 0"_3 0, 11 _11L ww tF k. + C) x 1wm x 1,505� 1 '01 C) A1 JOIN 1`EXIST.--MKE -PATff C)o 5 -'N STI TRAPE AL EL 1 0 6_9 3. X 12 ,94. 0 EXI �P X Q9 7, X 129&E 7L CO ,g ;0000000e L IN 000, 0 EZ6:. .�k,. e 2", .100 Z, Lj 0 V) 2 PATH EXISTING L�13 �35�A� BjRE La Z 84 t5b v,, 8 7 X 1,306.... ,e R/W wIgoe- _sv_: .fin h .7 Li 7 7­777,iat HaanZ - ZEE 4- Uj K T —7�, - — - — - --­---­-- --- y ?0STI_ 55--3 3( W, UJI =UsE= A • . .. . .......... -9,U'RP0SE RAIL 901 f t, -i L 82 'Alt- -8-5 -77 ---- --- __N . ......... -.1-11 ------ 54 P O -S E_ - T_ A ------ 667 Uj 71 F:;'p —7 :z '17 7 LLJ uNwra Z� ... ....... EXI SPRINT F S -P,&' 2 7 ",zz., --a- x), Q 0 J� 7... M ................ --- -- -------- Uj ^?ri 'iz) I, ---- - - . ...... zzl Zz •Dn4raaxurax...m 7. ...... _77--""."', . . ....... . ....... ...... - - - - ----------- �_. 6WMo5p-k%h M ZZ: 4, .......... . ..... . ...... .. .... R mr X, _\-#W mtit •r SA 1_7 RC ... .. A� f Y X 1292,4 R/W f '4" � _ZP 9 7%� j, "::kl 0 1 X 120-4,2 L Y 2 d" .00 "I k X r 400or r4, 2 /100v/ . . . . . . . . . . . 11;7 . .... 71 • lST CALL TOLL FREE "Rim"lairla"wih "CAUTION": Remember that the USA Cent notifies only those utilities belonging to the center. There could be other utilities present at the Work site. The center Will inform you of Who(m) they Will notify. CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 95%, MIN. RELATIVE COMPACTION) PLUS 6' OF SCARIFICATION BELOW OVEREXCAVATION (90x MIN. RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH SIDE OF P.C.C. CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 5,34. CONSTRUCT 4" DECOMPOSED GRANITE OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 90% MIN. RELATIVE COMPACTION) PLUS 6" OF SCARIFICATION BELOW OVEREXCAVATION (90x MINIMUM RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 12" BEYOND P.C.0 HEADERS OF D.G. TRAIL. —APPLY NON-SKID TEXTURIZED RUBBER SURFACE COATING TO MANHOLE LID PER SPECIFICATIONS. CONSTRUCT P.V.C. 3 -RAIL COMMUNITY TRAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 10 10-1 INSTALL 30" R.C.P. STORM DRAIN, 1500-D. •JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333. J CONSTRUCT r 14 -GAGE C.M.P. RISER PER DETAIL, SHEET 2A. FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO CLEAN SMOOTH CONDITION, INCLUDING REMOVAL OF ALL EXISTING RAIL BALLAST, ROCKS, DEAD TREES AND STUMPS, WEEDS, BUSHES, ETC. TREES TO REMAIN. PROJECIT BENLIHMARK: CITY OF RANCHO CUCAMONGA BENCHrTpARK No. 1004V 2 t$ BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987 AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75' WEST OF CENTERLINE OF CARNELIAN STREET. VK &Q-RDING EXISTING UTILITIES OTE ik 9 1211 IM1,11111110110 512' 111M STORM DRAIM DETAL ADDED F.L. GRADE AT STORM DRAIN INLET bw Dan Guerm & Assoolates DEOdRIPTION OF REV101ON day APPROVED� F11 il MUM"" Plan & Profile n" .7 ♦ Pacific Electric Inland Empire i raii Phase 4 Bike raw Sts. 78+00 to Bike Parn Stg. 8 8 +00 14, Van 6t4eeeci X DATE I 01to.c., &,Associates R.d.E. No. 53672 low" 6ML ENGINMJS 0 LAND SUFTYVOF4 o271 -a T"APOPAK wTomT *1Van 4�4elA!114•I P*90 OUCAMONOA, CA 91?W ci PH (9M)W7-4= FAX (OM)941-1608 PHEkT & Associafe�s 1 oF, 22 /V- A 10271-8 TRADEN"K MEEr 'DRA*1Nd No. I- WEMA RANOHO CUGWOW CALIFORNIA 01780 F�0. 9WA EXPlosel-1111 PH(OM)S8743111 FAX")941-1&% 2240 —A320 --A318 --A316 --A314 04 -1312 La --A310 Uj Cn V 78*00 79oOO 80#00 81*00 82oOO 83*00 84*00 85#00 86#00 87*00 88 -*00 -00 13_2,9� f4_1 I 01, A i x 100 4 111'k� J* 'N J X1 10 0 IN 10 r k '7— x 1 J'25_3 < N 54- V x _iL�N _4 ic- R/W C) . ... . .. ....... . . ...... ry '_ -%---- - I 7 C) LLJ + XR, k/ �06. 7 Nomm 10 X IJUJ� b LJ Co ... fu 0"_3 0, 11 _11L ww tF k. + C) x 1wm x 1,505� 1 '01 C) A1 JOIN 1`EXIST.--MKE -PATff C)o 5 -'N STI TRAPE AL EL 1 0 6_9 3. X 12 ,94. 0 EXI �P X Q9 7, X 129&E 7L CO ,g ;0000000e L IN 000, 0 EZ6:. .�k,. e 2", .100 Z, Lj 0 V) 2 PATH EXISTING L�13 �35�A� BjRE La Z 84 t5b v,, 8 7 X 1,306.... ,e R/W wIgoe- _sv_: .fin h .7 Li 7 7­777,iat HaanZ - ZEE 4- Uj K T —7�, - — - — - --­---­-- --- y ?0STI_ 55--3 3( W, UJI =UsE= A • . .. . .......... -9,U'RP0SE RAIL 901 f t, -i L 82 'Alt- -8-5 -77 ---- --- __N . ......... -.1-11 ------ 54 P O -S E_ - T_ A ------ 667 Uj 71 F:;'p —7 :z '17 7 LLJ uNwra Z� ... ....... EXI SPRINT F S -P,&' 2 7 ",zz., --a- x), Q 0 J� 7... M ................ --- -- -------- Uj ^?ri 'iz) I, ---- - - . ...... zzl Zz •Dn4raaxurax...m 7. ...... _77--""."', . . ....... . ....... ...... - - - - ----------- �_. 6WMo5p-k%h M ZZ: 4, .......... . ..... . ...... .. .... R mr X, _\-#W mtit •r SA 1_7 RC ... .. A� f Y X 1292,4 R/W f '4" � _ZP 9 7%� j, "::kl 0 1 X 120-4,2 L Y 2 d" .00 "I k X r 400or r4, 2 /100v/ . . . . . . . . . . . 11;7 . .... 71 • lST CALL TOLL FREE "Rim"lairla"wih "CAUTION": Remember that the USA Cent notifies only those utilities belonging to the center. There could be other utilities present at the Work site. The center Will inform you of Who(m) they Will notify. CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 95%, MIN. RELATIVE COMPACTION) PLUS 6' OF SCARIFICATION BELOW OVEREXCAVATION (90x MIN. RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 36" BEYOND EACH SIDE OF P.C.C. CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 5,34. CONSTRUCT 4" DECOMPOSED GRANITE OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 90% MIN. RELATIVE COMPACTION) PLUS 6" OF SCARIFICATION BELOW OVEREXCAVATION (90x MINIMUM RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 12" BEYOND P.C.0 HEADERS OF D.G. TRAIL. —APPLY NON-SKID TEXTURIZED RUBBER SURFACE COATING TO MANHOLE LID PER SPECIFICATIONS. CONSTRUCT P.V.C. 3 -RAIL COMMUNITY TRAIL FENCE PER CITY OF RANCHO CUCAMONGA STD. PLAN 10 10-1 INSTALL 30" R.C.P. STORM DRAIN, 1500-D. •JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333. J CONSTRUCT r 14 -GAGE C.M.P. RISER PER DETAIL, SHEET 2A. FINISH GRADE ALL AREAS WITHIN RIGHT OF WAY TO CLEAN SMOOTH CONDITION, INCLUDING REMOVAL OF ALL EXISTING RAIL BALLAST, ROCKS, DEAD TREES AND STUMPS, WEEDS, BUSHES, ETC. TREES TO REMAIN. PROJECIT BENLIHMARK: CITY OF RANCHO CUCAMONGA BENCHrTpARK No. 1004V 2 t$ BRASS DISK IN TOP OF CURB BRIDGE WALL OVER CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED "CITY OF RANCHO CUCAMONGA BM 10048 1987 AT SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL COUNTRY CLUB DRIVE, 75' WEST OF CENTERLINE OF CARNELIAN STREET. VK &Q-RDING EXISTING UTILITIES OTE ik 9 1211 IM1,11111110110 512' 111M STORM DRAIM DETAL ADDED F.L. GRADE AT STORM DRAIN INLET bw Dan Guerm & Assoolates DEOdRIPTION OF REV101ON day APPROVED� F11 il MUM"" Plan & Profile n" .7 ♦ Pacific Electric Inland Empire i raii Phase 4 Bike raw Sts. 78+00 to Bike Parn Stg. 8 8 +00 14, Van 6t4eeeci X DATE I 01to.c., &,Associates R.d.E. No. 53672 low" 6ML ENGINMJS 0 LAND SUFTYVOF4 o271 -a T"APOPAK wTomT *1Van 4�4elA!114•I P*90 OUCAMONOA, CA 91?W ci PH (9M)W7-4= FAX (OM)941-1608 PHEkT & Associafe�s 1 oF, 22 /V- A 10271-8 TRADEN"K MEEr 'DRA*1Nd No. I- WEMA RANOHO CUGWOW CALIFORNIA 01780 F�0. 9WA EXPlosel-1111 PH(OM)S8743111 FAX")941-1&% 2240 L C.L. U7/® "+00 10*w 109+0 '+,,F' •; .x1 +•. "a'^e,,y, .... ..., t `'4 ;,, x ,ta e..+r, x f R 42 Y ��'� ? 'L 1�'•..•.{ �' Y T .{ vi ``mvr w»„ .3y+ `.., j r``r vti3 \„ +v_ v:v,+t• f' +"z} ` c-'` jf /� i` �•, 1 �,•. ; ,.\ ,v �'""n j$" F `;, A ,,,. ,,,f''s .,'M.,�} "\V } c£ � i� f tai .rY° L""".w, �'^ Fq J` ^' .a�. x"'"a,u ~`^^"+rvN'^n< � ! 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THe cente� wifl i � � i i � � � i ---� _�- � I _____!_1_ll I- _­__ - i ­­­­ � L ; � I i � "I ! ; � � ! - , � t � � 1 1 � t i . t i I _l< � I ,, i I i ,,__ �____­ Jr'_,___A_l­_­ ".., � , ­ -- ­ '_ ,� - ­___ -1-1.111-1111. �'llill,�-11,�-"�,,�,-,--�''-,��� � � I I I �______ -.-,��,�.,�,--,�,--,�-1-1�".."-.,-��".-..,-.,"�,�-���----�--,---,--�--.-,----', __­ -r-l- - __ 7_1 _71 - - � _'R � ­ 4,- - ll--- ­l_ i � _­ t ....... -_ ----- , -­­;­­­,­�l­_l I _ (a-11111-11-1 -'�-L�"""--'�-�-�"'��-'I""-�'�-��-- '�­­ ­­'­­ �l-l�1-11-1�-��---.--,t-�.�-,--� _____j -,----j ­___,_r - ------ �--­ ..... .. 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BIKE i PATH- U-) L4, � I n , � 1 5. g /� � � � i ; i � � � � � I � � i ; � � � : � � I I NATURAL <,> ('�i � i f i i ; � i 1 � I i � 14C � I i � � I � , � i I � � I � z � � i i I w I , I � � � I � I I � � C -i / ! i � � � : � � I n � i � : � I � t i i ; i 7 I � � I I I � . � i ; ; v I � . I I � i � i i r I t , 1. I � � � � , I I I � � I I i I ! I :�: 1 C�­ .� � L� � � � i + i , � � ! � i � ; _ - __ � 1111-1-1 --_i- ­­ ­ , I � : � _, ___ � ! i I �______ _., � 1 ___ I . (0 U, CN i ; , i � i � .< 11 - ­­ - ­­_ - ­­­ ... ­ --l � -- -------- ------- - � 1-1.11-__l_._ �_,­_ ... I—, 1-1 I - 11_1­l_­l,­_1__­ ---4 --_-._'4- I-— --1-1-11. -1 I., -1_11-- - ­ ­­ I ,,, � - -1, - ­+­­ ­­,­ "" 1113" ___ l­­­L­___ --1111-11-11111 .1­_!_­_ll.__L___ -, _!� _ 11. ­ � ,,, -r----- ----,- -I,,-,,- 1_t"l_____,___r_,_ ----,- -----r ­ ------ r--- -�--­-- ­­­ - ­­ i 1--- -1- ------- -- _,____j, ILL ­­­ �-��-,-,����,-"�l�41',-.--�-�'-�l�-11�,-�-�-- _1­--­­_,_l­-__l­ ­ I-— -- ---- __ -"-�-�,-"----,��-,�.��,��--.--,�,-����-11�"-�l---� r�, ,�01 -t_ ­_­�� ...... ---t �_,_ � � , -­-­ � t � - I � ­ -.11-1-- --- �­­­ -,-,-----i--.�-,-�-�1------�--�� ­­- -� _j- _--l_ --- - --,--- _­ -­ __ ____ __l­l___.W1__ll_l.­r !,- 1 _._._______i,___ -, � __ - _ r, __ � i __ ­_ _1111-1--l'k, ­ _­­ � 1 I'��",�"-.,�.,--,--,�4",�,-,-�-. - c I � M .� , i IF I I _-11, -""-- ­­ , I— ­­�­_-- -1- _11, -1-1 ­­ __l_ll_­l`?l__­_­,_­ -1-1- 1-1-1- i - i � I � m � � t f i i -----'-T ­­-­ i - _ ;. � � i i � I *1 � F--', i364 o. CIL i ! I I ; � i I I � i I � � ; ! � f i i i -1 -­ -­+­- " -50- ­---�-­ -- � .... .. �- - - L- � � ; I � ; ! I I I � . t � � � , � -_ -,------M --------- �, --'-" -"- ----" - 1. 1 � ___ 11 � I � f I ; � � � � i i I I i I � t In � I I ko � i � � � 'r- f�6­__ 1 1 i � 4 1 � � � I � � � i I i v q � � ! � i � w 00 '17, 114- � : I i i � ! I � %4- %-, I I � � - � I ! � � � i i � ! � t I I I � i 1 � � I LA:i (=� 0i z I I, 1 � i I � i t i � I � i I � � i � i i � � i f � F ; i � � � ; . I � I I � � I I � I � ; i � i : t � I I � � I i � � i i � i , � , n � � I ; � � � I � 1 1 . i � f � � � � � ! ( i I t � k i f I I � i I I 11 r _-� i -r , i � I � , , i � i , � � f I ! ; I I I , � t � I ! � --111-117- l­,­­li_.l­ 1- -11- t I , i ! z � � � t � I y I I � i ) t � � I � I T> I i i � i � ' I I t I i ! � z � . � � � i � � -_ � ­­­ I ­ . -,- - � � , , 1­__l_­i­­­­ - 1-11-- 4' ��_____ � It, - - ­­ --r-- � F-1- 1--l-i -__l__- ­T_ ­_ ... t__ _-, , i ­ -- -4- - ---i ­­_­_­­,­­ ­­­ _-4-1-1-11-1 t i ,V- ____-, F _____ __ ­ I- 1- - ­ .. .... ?_______� __1 -11--l-1-1 . � I �­ -11 ... ­­­-, ­lV­1__­­­_l__l._l_l..l + I � -- 11 � -1 l____4_,__, -1 .- ­­ � z - ­+" ,.j �0 - ­­ z 1 1 � --v- T � , t , ! � i I . r __ __ " I 4 - I - I I � �­ 1_11111___�__ �' X - I I , ­­ ... ­_ ______L______, __ .... _­! ... __-L, I—- ­­ . .1_-ll- ­_;l ­­ .L­l'__�_______ll_ -I--,-- _111-1 _ ___11 --- 4 - ___ ____-___-1______ _-----t-- j- � i -1 ­ - -1_ L -1 �l -. � co-- � �� A ; � I -- _+_l_____ - �­ - - � I � � � _____.A_ +____-,4t - � I , ­_ Ft _. 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C". � I � � 4- (S *I- ; � � I � ; I p � I I I � � � I i i i I � � � I I � � � � � I � i t � � ; t � t - ----- -- ______­ i iii "I � I � to cz)i + cs� * to �z " "­ �V_ lf� i � I I � I f t � � - 1. - I—— ------ � � I I : � I., - ­­­­ _­­­ I I I I I � - -_ 1.;� I � . � ! � t h I " ; i � i � � - - , t I 11---.. ­ - .­ - - 1.11.1 ,­ � ­ - - ------ T---.------- f � _1 ­___ll ­­­ --''.�"-.�"-..�--�l",��"-,-",-41.,-P,.-Ivl.11I - 1. - ­ __11_11--l -1 I L-11- ! � ___i ..... ... - L--l-- -t.----- .... � f '! � I ___ -1 � _+_ 4..------ 4- --- - � �-­­ -- ­­­­ ­­. ­­­,� -11.�,�-�-,--'�-!",-�-"��,-,�--,-�-11--li�-11�-11-1���'ll�- ll_i_____l_ � I , � , I . le I - , i � i " _41 _ _ Ji_ __ - - � ____J_____,___ , _11.1-11-i _r_-.,_,_--11 ________l____� - ------ -----,i------ - ­ - -, ­­­ _­­­ -1 � 111-11 _­­� -1 -1-1 i ---.6 � 14) � i , , t I i " �i --4", , I ­­­ - '"' --1--, _-, __l. '­­­ I 111.11 - - ue - _ ___$______�­­__­ � - -__-i________ ----I,- I �---�,-�,,.�,,,._�--�,,-i..--,�--.-�- _ � --11-.11- - --l'_ -.4-- i � ____ ­­­ ­ - " __ , f E I i I � � I I I I e. I - --I ------ - --- ?­­_ � i I I � _­ 46'""' t ....... ­_ -1-1- � � � � � � I,- "' I � I � � � � ; k i � . � 1 r - -r--- � i __­_ I,------------ _-l------- "" _1 � -, z I , i I � � � � z ------- - _____ - i I � �___ -, , ��. "I-.j.�---.,*,(O�".-.�ll-�-.*-- J,r) ----l- ­_ ­­­­ -i..-,.,. -,--!. -_, __ 1� k_--_.___ ­ ­ _,_._J___,__4'____ ­­­­ 1-11- __ ........ �_ __ t � i . y . � 11 � rl, - " � � I I i i i � � ; F" I � � f .i. , �4------­�­ ­-­ +-1____ ­ ____ I � . i � i I I � ; i I � i � � I � � � 3 1 i i i � I � � i . -1 � � � � � � � I I I � 0.5 �' ; � � ! � � � � � 1362 1'� � I I ; I c f i 5 z � ! � I � i � � -i - J; - - 31 f i i � i I � I ! t � � ; I � t I I � � f i � 4 � 1 5 1 ; i � ; � � i � t � � � � I � � � i � I I I o � I I � ; f . i ? � � I (01 I . - I I � ! i 1 / I i i � I � � , � I . I � I � � � � I t � � � I I � I � i � � , -41", - _ iL___-_l-___',__l_____ _ � - I - �(�­> I � i .*,,!��. , '' ==== , � i � � � � I � i , � i � i 4 i I � � � � � � 2 1 � ____l_7_ � � t � I NATURAL OAD'E @ C.L. BIKE PA IT � � M M i i � I I I t � � I � V_ V -i � � i � . , � � � i ! I � I i � I -It '�Z3, , I I � �_ �_� � I _ __ _ __j ____ ____ __� ___l- ­__ll -, 11--l'-I".-�.�,�"-�-"t,--�-�, 6 ­jll 1­1­1_i� L __­ -1-1 L_- , A ­_-, __d_ - �, - �­­­___ ­-, ­ _11 _ I �l , I 1 41 .___ ,-,----,,-;-.-,--,- _; ---. _.J_ -___41 _ -__ I----- - __ ... __i__._ --___4____.__4,_,__ .... I., 111111-11-11-1-1 I", - 1-4__ ..... . � ... ­­ - - 1-1 1. �_ - 1- _l___t,._____­ -1. 11" -11, J'___,___ _-1-1- I ­­_­ -J - ____ _1� ... _ _l, ___ ­ -11 � -1 1-11-1-1-1 - -, I - ___, _,� _.______l __ � i � � I t "'l, ­,""'", ......... . 7'�-,--,----,-,---l'.1�--l'--.-",�� I- -­ - i I � ----4_,__, - -1-11111 -------l---- ­­ ­­­ - --------- ,---,, -1-1111.1-111---1_1 � t____�___ � 1-11- 4" ­­ -1 , -11 . 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I z � � ! ! � I � I I � � � � ! � I I ; � ! � z t , i � i i i L." 1-1] 6' I i � i � � i i � i 00-1- � I i I 1 I i ! i I i I i � i � ! I i � I I i N � � I I i I � � I I � I I � I � � I I � ! �� �� I I I , � � I I � I - - i I � ..... ... . '­­., I'll" - - I I I C> � I I � � f � I � I � , - - - ­ ,, , , � � - - � I I I r- ­­ � I -----i ------ ­ --- � t ,, , ,, � i 11 I'll, � I i i i � ! i � � � � � I � � i � ; . . : � I � I ; I t f 4 � t � i f f I � I � � i I � � ; � � � � I � 1360 i I ; � � I I i I � i � i I � I I � >. � o- � � I I i � ! ; � r , , _+___'ll___� i 1360 � I ; � � � � � i � � � i � I f ! . � . i I . I i I � 1 1 i i I I i � I . I - i � � ; I I � I t i � t � I . � I � I � . ! i I i� Cj I I i � 0 1 C5 � � � i � � ��!,'�; � ! � � � , � ! I � i � i � I � 7 I'll 11 f i ! I � i � I � ! � � I � � f i � I i � � � � i I ! � I i i I � I � � � $ 1 � i i � � I � i � I i � i � I � I i � I i f I � i i i ; � � I I I � , � ; i I i i � i � � i � I � � I � I . � � , I ! � i ; ! � , � z � � � � I i I I � I I � . . � -11-11-1.] I __ J -11-1 I'll --li. ­­ 11-- ­', 1,111-1. - - 1- 1- 1111---l. I I 1. _-1.1- &___._,_r"llll ­11� I , ­ ­­­­ --J- t f i i � _'�" � Ll� i � � ; i ( , � � I I I ! ; � I � I ; � I i � � � � C_� . , � � � , � * � i � 7 � � i � � � � ... .. .. _--1 ... ­­­-, ­_ I --1-11-1 - - ". _ _4 , - 1-Ilt-1-1- _1_!____'-_, _ ___', I I . � � L . I � ­­­ , -��,,,,�,�--�,-,,,-.--.,,,,-,�,,,�,, _____�___ -- ----- ----- __ ...... , � _ L .... _____._ __ _� � � I . , . ----F-- -,-!,-" � i i �,, I i I . . i I I � . I � '______4______,i, _111-111 _�__­ -1--l-l- 1-11. -11-1- I -1-11- 1-1 - -C-1.1-1-1 I 1-111-11114 1-1-1 V_ I ­ -11 - 11'' . I ____ -I',.----,-- ,,--------i-- � � � � ___ -111 llll­­� 11 - "",__ .- 111.1 -11- "I - 1-1. I - 1.11". _11-1--l"J ___ - I—— -J-1 _-1_._l_L___ ...... "- - - -1-4-11-1- --J- --111- ­ __-i 1-1- 11 -1.1 - -1'_ _:��: L 11 11-1-1-1- - t I -11- ­­­ __CY _m I 1 ---41111260 .1 -1.1-1.- "I", __ It",r­­ , ­­­ _ - ... -A � __,_,__-i­---�­­_A � ___,_'lll_____J � . � , f i � 1 4 i � � � I I . - � i i � ____ � � � . y i � , � ___. , ____ +_'_____ 6§ � , .n c) �,z j . " . ____ � __ ___ __ - __ -, I. __ ____ L -___ - __ ,-.-.-���-�l-i,,,,-.,--,���-.�,,�-,, ______S______ . ..... _____++__ . ..... § --- - --- 1_4 --1-114'. ­­­_ - 1-1.11 1-1 -__1 I --- _-I ___ _,___,_�_____t____,. j______ I � I � � ; ! � t I I � t ! ", 1 � . I t i I - ! I � p L,: ; 0 , I � � i i ___ � � I � � I I I I � 1, _w LO � � 0 ...... >!::� � � 1 � � I � � � I t i � � ____ , I � z i � � � I � . I i � � I � i v I � � � � i v CCI ('i � � � j6 W� � 1 2 r� t i � I I � I � � � t ! ! � � i � � z � I � � i 1 s � I i � � � i % � � I i � � V� . � � � I � i i � i I � 1 1 , � i � t � t � f � I � � I I t � � � I I � � i � � � i i t � ! I � k � i ; i C> � k + t6 � � � ] r � � � � � I � i I t � � � I � I I ; I i i ; � t 0 � I � ; i ; i � � I I i � I ; ; f � . i t i � i � � � ['�, t I i � I ) � � i I I � � � � � � � � , � . I ___ r � I � � i � � I I � I � i � i R � - ­4l_­,_­_A�_ _111-11 -.i J -_-1 ­­___�­­­. -11. -.-- - - ­­­ _1_.___-_,_-_ I i i � -_-111- I -1 11 _1__+__ ­ - _ _ � -----. -j------ - I � � _­__"lr,___ "",­_­ � --------- 1--,___r____ --I --------- t- -- ­ ---- - - - ---- ___r - - � � �'­­­­J- -L-- ­ --­-j­-­--i-­-­­ "­-, -4- ,-l___ _111--1 �­­­ - -,f -------,,-----"--- ------­-� ......... - ___ ­�,,_­­_l­­.-_­,_ - _--_.,_l____- r ­-, , " I � f I ­_ F- - "" � k I � ; � � U.) 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I I I � I � ! � i i A I I T I (::> � . � I I I i i t � � � � i � ! � , ­[____ i i I I i � 1 � � ! 1 1 i � :z � i v f � i � � � � � I I � ! i � � i � � � � � I I I I I � � � � I i I � � � t f i i � � ! ; ; � � i f � � i 5.14 94) � � � i I i i z I � � I � � ! � I � ! � I � t I � � z . i + U� � � � � I � i � � I 0 i ; � � I i i � � t t � � I I � � � � I ,V- i N -4 � I i � PROPOSED 17.�'S. 6 Cl. BIKE PATH , � � I � � : I 2: � I � . I � f I ; __ i � � i I � � � � � 1 $$ , � � i , i , I � I ; i � � . � i � � � � i � p I � I � � � fle) i � � � I p � � i � I � I I I I � � I t t � . , , , i I I t I � I � I � ; � I t ­--l-I - _1 �16_1_ -1-- - � I � I I � � � -l,-__.-,_ � .- -1 __ ­ _t___ _-1.1-, _--_1_+--l+-- ­111­­­� � �­­__­" -.111 --I'*,-- ­­_�__.", � - ­­_! I 1_1 _1_,t..____ "�'-'�--t"�"'-�--L'�".,-,---,L�-� ---.1. -1 - - -11- _�ll : -l", ­ - - -- -­ - . i----- . I I � I � I � � i � z i i � � i � i � ! � � � � � � I i � � � I I I � ! � + i ___l � i � � r ___ - - I ­­ - ­­.- -, _,_­__.__�� � - 11 I - _� I ..... ­ -1111 lll_­11___l_.l__ ­­l­­l___­­l __---_T-.__-- -1-1_ -----I 1_­---�­­ 4------ _­.11l1­l._ll_�_l._l_­­ _­_­_,__ _­ -i - , _l___l_i � -11- - _4 --- ,--.--,, _r_- , L_,____._L_,____4_____ ------!- ___i -1 -111.1111 .I,.,,- __ -11 - - __ _., _ _ , � , � IL .1-1 --1--4-11 I— 11-- ll� _­ ­ -11 _L--, -1 --1-11'. � _,______._,__, 11-111- _-0- '77--1 1-wi-_1 I ­­ ­­ __ ______t__ ___l______T___. . -��-�l-.��-i-�.,�,-,�,-,--,---�,�--,-�,,, _-, _ � - " ­ ____�______f,______"" ­­­­­ - _ 11--.-A ­­-1--li- � ____ --11--N �- :Z ,,�t_---__,_ _- � _ � � I I � ; I ! _--_J1_-_ - 11-1 __ -, ­ ­­­ -11-1 � - __ - , ­ �' � � � 4 -,,-­-­­ �l __j __t_ ­­ � -_ i , "----�-,i,�-�-.,�.,�,�,�,.�---�-,-�.-�,.', -, , � � I � I __ ""," � ? � � I � I I I I I f -_ ­� ------ -T_ I'll i . � , " ­­ - - _.,­�,­ __­ "" I . 7 1 � � i I . � . � ! I i I i � � � � I � � f, � � I i j � i � � � � 0 � I � � � � � 4 � i � ! t I i = V_ � � � � z � � i i I i � I ; i � � t ! � � � � � i i � t � C> � � I "' , " I ­­­ I - ___ - ,,, � - - _j � � � i I i � i k i ! V) ! r N-) i � i � r � . 1 i � -111-1 -, -r­-­-J­ I ._j t � I I i 1 i + 'i i N. - r) I � f ! I i 1 t � � ; I i I � 4z) Lj� 1 t ! � � i � I I I � I � � � I ! I � � I � � ; � � i I ! � � � � ! , � I i � f i i ; � I � � � I � � � 1 1 � i i � I , I � i 1 i I i i I � � � � 4 t � I I I I i i I � � � f � i i i � 'k i I i � � I � , � . I f I I 1 1 � ; I i I � I � , I � I I I � I � � , ( I � I i i I I � � � � i � _� q � I I � ' ' - ; , i , � � -, -_-t ___-_l__ ­­ --- I ­­_­ ­­­­ -.-I-"-,-- ­­ --_11- ­_­_ ­_­­ ­_ - � ,", I I v � __t -l_ ­__l_ i f � 1 1 + I � � I . 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I_ ...... _ _­L_C� ­­ ___ � ... _ _.-A _ __ i ___.__,j-____ -,I _ _" __j_ ___ - 11 _ __l_____ '1_ ___ --_- 13,66- ­ + i i � � � i i � , � i i , I,-- --I-- _-__ll_-__ - i - ­ ___ __ __ ­­­ _4 -.4-___ i � i � � i � � � � � i � � I = � : � � � � i 6 cr) i i � I � � � . I , , i t ! � i � I i I t � � ; I 1 1 i i I i � I � � PROPOSED F.S. O' C.L. 91KE PATH ' �� it � I � � ; i � i ! ! � � � � i i i � t i i � � S � � � ! i � � � 3: a � I � � ! 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I ! � � � i i � � .-�-� � � � , I t � ! � i i � � I I � � � $ � � � t I I i i � I � ! i ; i i I � i i I � - 7. ___ " I � � i � � � g I � " i i i i i � - � __ 1-1111", I'll , ___ __, f � � � , I , � ; t I I � i --+---- -_Al � _� 1­1_1111-1-11--�1­1 -1-1 -_-114 , .i--�""-,L,,���,�,�-�"I-,---,�-4",--,�,.,�---,-,-",- � _ � -1 I -- ­_­­ --_l � r � ; � , ; ___;_____ � ] l---1__!__ ___'_;__ll -­ J _111-1 _� -11-111-1-- _ _._,___ ­ - _­­rl__l_ _i, _1__,___,"__ " __ 1__ll__lllll..__,_ '_f_,___, _�__l ----- -- -- __ l___ ,��-1-11�--,Lll-,�-�--.�-�"--",-4 ... ­­ - - ­­ _1-1_1 l- ­- --4 ,-----�-11,�--"-,-"--,,--,��-,- ..---,-+-L'----,- ­__l__j­_­l .. ..... ______-_-_�­_- - -_ --1l11__-1 ­l ­­ .111-I.- - - � � , I I I � .� .. ...... L , _i_ ILI" l_J­__­­­4_____,__ ­­­­ ? ­ .... _.- � I . y-- - -1 "",­," i � � � 4 � � t I I � I � � � � t � I i � I � � I � � ; t � i ! I I i � I ! I I I I � � � I I I � I I � . I ; t � i t i I I i I � I � � � I i � i � � I � I t i i � i I � i � � � t � � I . i 5 ! � � � � , I � ; I � � 1 � ; t � I I t f I � ; i � � ; � i � � � � I ; I r I I � � � I I � � � � I � I � i � ! � � e ! I � . � � I � � � , � � ! � � � I i , t ; ; i - ____ -1 � � � 4.-_..__-l- 1� I I ______4- ------ 4____-l_ 4_l_____1 _1____.,4____l I I -­ __l+-___- ­__ - , -11-11 � - 1-1--T -I,-,,- " - ______ _­ 9 I r � � -41 -­ --l ___,", I _____l___,_,_ __� ­il_­­_1- ­___� � ___ - -I'-,-. 1-11A -, _,__�_______ ---"-,, ____ -- ---- __ _-�.__,_ ___,___]____1 I � I I � I I __ ___ ­_,­_­­_�� ------- -1 --_1 1-1 -1 -1 -Il- - __ i I I I � I i � � z � I i ; � . � ? � i i i � I � i � i � I � � -_ r----- - � I t � I � I I � ' , � � � � t i � I i � � ­­+­­ - -_ - ­ I -_ , ". I ­­ ­­ � � --.,--", I—— . - I � � i ! � i i � I � � ! N � 6 C. L. 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HIGHLAND PRODUCTS AVAILABLE RECORDS. ,.- CC ;0 SIDE OF P.C.C. a- �,- R.C.E, 29224 1 . , GROUP (THEPARKCATALOG.COM OR 1-888-447-2401) PET WASTE STATION MODEL 135-1003 OR EQUIVALENT. 1, Plan & Profile - I, ". _ , ,,, " CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. ;`;!_,� THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING :: 1: * &_ SUPPLY AND INSTALL TRASH RECEPTACLE ONTO 3' x 5' P.C.C. PAD. QUIKCRETE MODEL #QR-CAL2832W-A24, ":: >1 I �. a- �� - x '1110- :�� , - C�_ " DECOMPOSED GRANITE OVER COMPACTED NATIVE (12" OF OVEREXCAVATION 90Y. LOR, BLACK. STEEL LID OR EQUIVALENT. TIES (WHETHER SHOWN ON THESE PLANS OR NOT) "' 11", -1�, , Pacific Electn*c Inbnd Empire Trail - �' OF CAO� I— MIN. RELATIVE COMPACTION) PLUS 6" OF SCARIFICATION BELOW OVEREXCAVATION (90% MINIMUM 0011-111M TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING ;�'� ;­�;� ��l '' 1. I ,;��! 1 I, INSTALL STREET IDENTIFICATION SIGN PER SPECIFICATIONS. :_ - 1. RELATIVE COMPACTION). COMPACTED NATIVE SHALL EXTEND TO A MINIMUM OF 12" BEYOND P.C.C. CONSTRUCTION. ,;Cc' ­ . �,��- _1 HEADERS OF D.G. TRAIL. !_� Phase 4 50 INSTALL 30" R.C.P. STORM DRAIN, 1500-D. 1,��, 11 -11 I I ��--,',�",;".",����"""����,*,,,�::�:,.''�;� ,�..".�i::il;i�ill!'',�i''!�i�!;i��''i'';�'I 7 - �, !,,!!��i�iiiii : _ LLLLLLLLLLLLLLLLLLL: , .- .. I I I ", � �� .... "77 ... 777, 777777777 a- " P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 & 114. i , 7�1­111111 IDTH (W). ,,!,:,:,,:,,:,"�g- CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333. DWI 6t4e_il,4ck Bike Path Sta. 8+00 to Bike Path Sta. 120+00 l!;l:i;:;;gl!! A li!110 5 CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. lll!�iiiii 1: PROTECT BENdHMARK: APPROVED BY, DATE IG z, I z i Pat .... .... &__ CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. lll�l ��'] ll,,!� CONSTRUCT 18" DIA. 14 -GAGE C.M.P. RISER PER DETAIL, SHEET 2A. CITY OF RANCHO CUCAMO 1. N I GA BENCHMARK No. 10048 &Assodafes CITY ENGINEER 0 �iiii il 53672 - &_ PLAN 1006-C AND MODIFIED AS FOLLOWS: DELETE 8"x8" POSTS AT STEP THROUGH, INSTALL 56 CONSTRUCT 30" DIA. 14 -GAGE C.M.P. RISER PER DETAIL, SHEET 2A. CMLENGINEERS * LANDSURVEYORS �_l - - 2-1/2" DIA. GALVANIZED STEEL PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL, 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER DESIGN SHEET 22. 10271-B TRADEMARK STREET DGA Dan 6t4ewiocct "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT RANCHO CUCAMONGA CA 91730 - (9:>-- RAISE/LOWER UTILITY VAULT TO GRADE. PH (M9) 987-4M FAX (9D9) 941-1528 DRAWN - SHEtT ­.­,­.�11­.� 11 . HILL COUNTRY CLUB DRIVE, 75' WEST OF CENTERLINE &Associcifes ' &- F EXISTING P.C.C. CURB AND GUTTER. " DGA ­­­,.-­��11­��­­ 11 11 14 OF 22- ", , , , � _', , , , � * �,_ r_F__ er I i 2ROFILE I . ORIZ _ I 4 [ H � � V RT _ � i - I E . ; , � I � �� i I � -1 "�_ ` ` i � �,*. 2 2- _�,_ 1! " _ , � , , � '. � _ _ � _ , ,_, ,�_, . � � 4. 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WEST OF CENTERLINE ♦ r ♦ r 61 LEVATION: 1302.317 i NOTE REGARDING EXISTING UTILITIES 1� THE LOCATION (HORIZONTAL & VERTICAL) 1 EXISTENCE OF i I ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. CONTRACTOR "i POTHOLE i • '•i 1 UTITLITIES (WHETHER SHOWN ON PLANS OR i TO VERIFY HORIZONTAL ; AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. .SPECIAL, Y i Y r FINISH GRADE a r'.. a AREAS RIGHT WAY TO CLEAN SMOOTHi i •N, INCLUDING REMOVAL = ROCKS, TREES ♦ RAIL a r a f WEEDS, BUSHES, TREES REMAIN. I & i I! TO IA 11 • Dan GuermAssoolotes r 19,111, ! DEOdRIPTION OF REV10ION I APPROVED r•1 10 r; • 1 t ( j Plan & Profile I P CIVIL �. Pacific Electric Inland ... 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WEST OF CENTERLINE ♦ r ♦ r 61 LEVATION: 1302.317 i NOTE REGARDING EXISTING UTILITIES 1� THE LOCATION (HORIZONTAL & VERTICAL) 1 EXISTENCE OF i I ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. CONTRACTOR "i POTHOLE i • '•i 1 UTITLITIES (WHETHER SHOWN ON PLANS OR i TO VERIFY HORIZONTAL ; AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. .SPECIAL, Y i Y r FINISH GRADE a r'.. a AREAS RIGHT WAY TO CLEAN SMOOTHi i •N, INCLUDING REMOVAL = ROCKS, TREES ♦ RAIL a r a f WEEDS, BUSHES, TREES REMAIN. I & i I! TO IA 11 • Dan GuermAssoolotes r 19,111, ! DEOdRIPTION OF REV10ION I APPROVED r•1 10 r; • 1 t ( j Plan & Profile I P CIVIL �. Pacific Electric Inland ... 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I , , oA I i ,� = 1�' --- -- -- ­ to 0 anommosommo-amp-ang-sommmom� � - I 1 � N '4111141111:1 17 " / i I I I I --- ," �, � � ,, F, - �� , � , - - 1*11 �- " I . ,- I- y � I I I ,-T /--\ " , 11 "CAUTION": Remember that the USA Center EQ�ii j,�, "",­ � , 1, x 11 -,I, '-'-',L , , �, 12� t11 � - - ,,, %-j , . I I "�-c '�7 , 4A 1. ,,j � , ,� L, �,� " i ­- f �. " * I I , . I , Y' --M --7 k 1-� ,k,, . I" I , I I I � I , "7111"W' ME MMMI-�, - - - " ."­ . I , '!L�' �� 1�1­( ,,� I � , I I ` r I � ( v . J W � �,!z � " ,� I �, ­�­ ," he OF! , , 't ­ '-'-'­, - , -­ � I p, ", QW) A; ",%11\ - 14�,­ 7,11- � , - I 'A "",% 1 711 I " ;,-' N , x k-, , 11 � 11,1-- ", ­­ �, , I-- k, , �,, -� I �, , '" � � I- ,­- ,4-�­ ��,.�, as , " ,,, " ,,, � - ­� \04. 21 I , � ,--�X ,­,�,­,-­ ,,.-',)' I I "-f,� LARMII IIMMIIM ......... F � I A -- Y ­-.- " 1, i t (Il -l-, 1, ,�,­, . I -""�' � � ERMINE= , , ; notifies on, those utilities belonging to 111'�il - ­, ,­ ­_ . 1, I - ` � ­ � ­ � ­ . I I I .... . / �� , , I - I I " ­` , ", `­ I, -­­ � , � I ) b t / - I- I I URNII 11 .. ,, _� I � � _� - � �, �, �, I 11 ­ I I " � , 0- - 0 Uso 2, , " I v ,��" �, the center, There could be other utilities , % I - � I , 1, 1� L I - � � I - ---_m - I , I 1, 1 W 1 5 1�1 , - 'i lommumomm --- mmkommmmm 11 `�11 il � I I 11 , � ' - . 1-', 1, - " ' -1- , "', ­"', ',Ilf �, ""I,) 1 -r, -,-%r,. " %r� � ', ') 01 -", ME ii!!iiiiiiiiiiii I M�� 11 � I ­ , " ZQ, �--1 -,,�', �,',"'­-""" 11. ,o ... i- " le, '!'t,, �,,­ ­�,,�, , , inform you of who(m) they will notify. i ­ -------, ', ll , ** yll-, 1 0 , I N � � I- I , -, -­�­,i �, - I ( - 1� �C i -------� ­� �, -��`�­,' I, ­­� ":�,, � ( � ,�­ 7� ' W, , - " - -� , , " -�" � , I , �, , ,,, , I " 111. - 1 � ,; ­ � I ­­­ , , , -��, ", 1, � ,� ;, I -; , - -1W ��' " , " - ...... 'r-, � , -f � .� 1,%��,­­> � present at the work site. The center will 1;�� I ,`� -, ­ I L4' .-, I �, I �­, ." ) I ? ­, (I j A' I � , " , r rrrrrrrr �, I , ? 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JI `W -W, z ( V " A , 11 I ­ , -f, "''L .1 r, I/ ( I � , � �, , / ,z q< � ", -- I-1 , " , v 1 , ,Pj CIVIL ENGINEERS * LAND SURIAEYORS " �� "I - � I , � , 1IL- J L r f " ) 1 � �­ "I 1C, ) \1' - I I I I ,:f- ---�-�,� -;, ,1-11 t� I 1 5- I141j, 1 -'111� - ."', I r � R"K I 1777, 1 'n, ,4 ,` I 7 � .wr' A -- -1 � , VA -11- l A . � - , � , - . ....... �� 1, ,11� `­�­,�� 1, �11 ,I 'IeFP1 e� � �' ,)111�' IMMICIr :2 t �� ,r "A � yn� ,� - - ! , . - � --,,�-­��,- � ? ty ", �, �, " I M en -1 917-9 0 TMAMORAADW 070= I - I � 14 11 I I 0, 02 I I .. .' -1 - I I I ­ -11-- "I :I --,,, '6,­­�,.� -, �,,, - ", A, �, �', -F1 0 -7- v - � , I i � . %--nj " �­ ,­, -- , \, . I " , ------ A-�o , 1- " r ) A t n � "­ v ,1111 � � -, � , , -,, - I - A% ,,� 4 . I / '­ 0 '7 11 I I 11�, 1, 1 -�O S." IAJ rTA RANCHO CUCAMONGA, CA 91730 1 , I '­ - 111-„°.1" , � -11 - rn � i I t W ,. "1"`ffMI% ", '­ " , - 1, -A q, " - ) - - Q C5 , %1* , ­­ ---- k,k (,-,-- y 7 Q 1 j, . f." .W, 0 j-�s "- � A P 44"" - I/ 1� I- 11 --" ---- -4--;-1- �,, 1, I A , " 11)" T �,' " , , 11 " ­­ - 11- ------ v,'"", cr, I R.C.E. 29224 ;a - PH (909)98743M FAX (9M)941 -15Z8 k - ---­� -� �11 k 44 C. v-----iS--- � - , i I ­ . -i- -i- -1 1"" - . , -27 I I .1 '. -,, - '11-1­��, ..... . / .. � �. �� ,t.­�" 1 j 1, 11 11 ----- I ...... ---- I � ­�;e V � I ',� . ..... / � ................. �. ­­­­­ -- -77 ---- 7 / , ,-.'re""", \ ` I I ­­­ - - - T 1� '-�, N11-1 , �, I �' � I C, �, � - I "I civ 11- -,\ 1. I I, A 44 1 14, �y 0 ® 0 P r, A IEL 11 fit DATE I R.C.E. 29 EXP. 03-3j" 1 A�0111111MINION .-4.,__r ­ - =---i --- A -4 I - -- PROJECT Sheet No. 19 or OD U U J 4 - r�j ell ki CD + _j . ........ 17 7, ♦ C �Ii Jr 3 VINEYARD AVE C) Q. LL1 6) 4�1 INMEW an MW Oil an Li 40 32 ��e M L-0 moll M 12 Li Lj 73 .. ......... V) a. C0 CL JW lie M LLJk 32-' key" Lj V) La U Sa N$$ 9R &SIGN "E" ell - V, C) [71 C) QJ 3 _2 Cn ACr 0_ C) q9 94 — — — — — — — — — — — — — — — — — — — — — — — — — — — 32 31 Lj J )5 Rf _Y - ------------- Q4 Li . .......... ------- — --------- Uj ------- ---- .. .... W �v 477, "A'A­ . ..... I -P v.,.Y ......... . V.. r,L N\ J ir -111 lim 7— o A , T Ir x .00 0 F 0 rz"L lop* rAlPNFI IAKI % A 00 + kz LL. j 00 N PAINT 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. REFER TO INTERSECTION DETAIL, SHEET 22. 31 PAINT 4" SKIP YELLOW LANE LINE PER DETAIL, SHEET 22. PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A2013, DETAIL 27B. INSTALL PILASTER PER DETAIL IN PROJECT SPECIFICATIONS (INCLUDING PLAQUES AND INFORMATIONAL SIGNS). 34 INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER TO DETAILS, SHEET 22. PAINT 12" SOLID WHITE CROSSWALK LINE PER CALTRANS STD. PLAN A24E. TI61 — L V_� + LO 00 . . . . . . . . . . . . ....... Milli on mumommmlimmimmmmu no Ell Ell MR (All LL. Uj CL Uj 31 32 LLJ ........ . ....... .. _85-- ....... . 83 84 . .......... . . .. ........ . . ............. . ........ Uj Lj Li -71 CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. R.C.E. 29224 41 civ 1\� v 0FCP,\Y_ II CML ENGINEERS LAND SURVEYORS 10271-B TRADEMARK STREET RANCHO CUCAMONGA, CA 917-30 PH (909) 98743M FAX (9M) 941-1528 DANIEq E. GUSM R.C.E. 2?224 EXP. FRUJECT Sheet No. ZU of 55 Q. LL1 6) 4�1 INMEW an MW Oil an Li 40 32 ��e M moll M Li Lj 73 .. ......... V) a. 00 N PAINT 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. REFER TO INTERSECTION DETAIL, SHEET 22. 31 PAINT 4" SKIP YELLOW LANE LINE PER DETAIL, SHEET 22. PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A2013, DETAIL 27B. INSTALL PILASTER PER DETAIL IN PROJECT SPECIFICATIONS (INCLUDING PLAQUES AND INFORMATIONAL SIGNS). 34 INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER TO DETAILS, SHEET 22. PAINT 12" SOLID WHITE CROSSWALK LINE PER CALTRANS STD. PLAN A24E. TI61 — L V_� + LO 00 . . . . . . . . . . . . ....... Milli on mumommmlimmimmmmu no Ell Ell MR (All LL. Uj CL Uj 31 32 LLJ ........ . ....... .. _85-- ....... . 83 84 . .......... . . .. ........ . . ............. . ........ Uj Lj Li -71 CALL TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. R.C.E. 29224 41 civ 1\� v 0FCP,\Y_ II CML ENGINEERS LAND SURVEYORS 10271-B TRADEMARK STREET RANCHO CUCAMONGA, CA 917-30 PH (909) 98743M FAX (9M) 941-1528 DANIEq E. GUSM R.C.E. 2?224 EXP. FRUJECT Sheet No. ZU of 55 CD j- + IFJ CD 7 3 7T7E A - _4 • "A 4 Y 7 f 7 -OOA TA' _j -j LI I -P Fe7 'A L -L 11 )---I k Y, 'A' �J L 'A C A ---7777- C) n - k 0") PAINT 12" SOLID WHITE LIMIT LINE PER pp DETAIL, SHEET 22. (5 D'--- PAINT 4" SKIP YELLOW LANE LINE PER DETAIL, SHEET 22. 3: PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B. 33 INSTALL PILASTER PER DETAIL IN PROJECT SPECIFICATIONS (INCLUDING PLAQUES AND CL INFORMATIONAL SIGNS). LLJ Lmd Uj le Cn "N" M LjLJ LAJ C/) LL. PAINT 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. REFER TO INTERSECTION DETAIL, SHEET 22. (5 D'--- PAINT 4" SKIP YELLOW LANE LINE PER DETAIL, SHEET 22. PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B. 33 INSTALL PILASTER PER DETAIL IN PROJECT SPECIFICATIONS (INCLUDING PLAQUES AND INFORMATIONAL SIGNS). INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER TO DETAILS, SHEET 22. PAINT 12" SOLID WHITE OL PER CALTRANS STD. PLAN A24E. LAJ L V) LL. PER CITY OF RANCHO CUCAMONGA STD. PLAN 133, ALL LEGENDS J 4 SYMBOLS, LIMIT LINES AND CROSSWALKS SHALL BE THERMOPLASTIC. REFER TO PROJECT SPECIFICATIONS FOR STREET IDENTIFICATION SIGN SPECIFICS. Lj J P!, Y Y Y" NIN 211-, 11 32 32 t =—=— P v'11-1 — — -------------- ---------------------- 108 110 ill 112 113 Li .. . ........ — -------- . ........ ........... . ....... ... ..... . ......... 777 77777-7=1 '.77 �,7,7 Ql' A a. 77 v X'v vp 0 t 13 -a V Z,y V,,4 V J 51 pfM 31 '41* 4 , 9 �v 0 0 6 C--) t. 1. nA OR! ......... j 77,,- -771 Cs CALL TOLL FREE "CAUTION": Remember that the USA Cent notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. A ESS/0 A E. F R.C.E. 29224 oclvl�- F 1A, CIVIL EN LANis D SURVEYORS 10271-B TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 PH (909)987A3W FAX (909)941-1528 L F GUERRA 29224 EXP. 1-0 0 PROJECT Sheet No. 21 of 65 PAINT 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. REFER TO INTERSECTION DETAIL, SHEET 22. (5 D'--- PAINT 4" SKIP YELLOW LANE LINE PER DETAIL, SHEET 22. PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B. 33 INSTALL PILASTER PER DETAIL IN PROJECT SPECIFICATIONS (INCLUDING PLAQUES AND INFORMATIONAL SIGNS). INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER TO DETAILS, SHEET 22. PAINT 12" SOLID WHITE CROSSWALK LINE PER CALTRANS STD. PLAN A24E. PER CITY OF RANCHO CUCAMONGA STD. PLAN 133, ALL LEGENDS J 4 SYMBOLS, LIMIT LINES AND CROSSWALKS SHALL BE THERMOPLASTIC. REFER TO PROJECT SPECIFICATIONS FOR STREET IDENTIFICATION SIGN SPECIFICS. Lj J P!, Y Y Y" NIN 211-, 11 32 32 t =—=— P v'11-1 — — -------------- ---------------------- 108 110 ill 112 113 Li .. . ........ — -------- . ........ ........... . ....... ... ..... . ......... 777 77777-7=1 '.77 �,7,7 Ql' A a. 77 v X'v vp 0 t 13 -a V Z,y V,,4 V J 51 pfM 31 '41* 4 , 9 �v 0 0 6 C--) t. 1. nA OR! ......... j 77,,- -771 Cs CALL TOLL FREE "CAUTION": Remember that the USA Cent notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. A ESS/0 A E. F R.C.E. 29224 oclvl�- F 1A, CIVIL EN LANis D SURVEYORS 10271-B TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 PH (909)987A3W FAX (909)941-1528 L F GUERRA 29224 EXP. 1-0 0 PROJECT Sheet No. 21 of 65 % ZZ, "eAl 00 NOTRUCTION NOTEI$ C) ALTRANS STD. PLAN A24E. REFER TO INTERSECTION PAINT 12" SOLID WHITE LIMIT LINE PER C DETAIL, SHEET 22. 31 PAINT 4" SKIP YELLOW LANE LINE PER DETAIL, SHEET 22. PAINT 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 278. 0:111 --y . . . . . 0 J 7-7 7777717 —;j_- 77t! INSTALL PILASTER PER DETAIL IN PROJECT SPECIFICATIONS (INCLUDING PLAQUES AND INFORMATIONAL SIGNS). v 0/ INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER TO DETAILS, SHEET 22. 35 PAINT 12" SOLID WHITE CROSSWALK LINE PER CALTRANS STD. PLAN A24E. >\ 3�1 �-5 a� 2 1 3 NOTES. 0 UJI :he Uj 313 J# PER CITY OF RANCHO CUCAMONGA STD. PLAN 133, ALL LEGENDS, R44A 34SYMBOLS, LIMIT LINES AND CROSSWALKS SHALL BE THERMOPLASTIC. Cn I TION REFER TO PROJECT SPECIFICATIONS FOR STREET IDENTIFICA 31 SIGN SPECIFICS. LLJ co Lj SEE SHEETS 41 THRU 44 OF 65 FOR TRAFFIC SIGNAL PLANS. V) 1 4 30 N 7 ............ . ........... . ......... Lj m. , _ /X Z .01 C) CD -X/ M om MM M MR MENNENIM ON no NN 0M ry J fE V) r yr C) U. 7 UJI 32 �a, 100010r� z. a. 0 . ......... ------------------- - ------------- 1,2 3 .. ......Uj 31 1 U -j Ao 0 34 R44A T 9 ......... r. LLJ.. . ...»,..,........ ... .. g 3 125 31 32 32 1 Lj co 126 Lj V) R44k 34 33 7777��------- "I.-- — ---------- mom J Y ? aF , \_9 UJI 0 8. F— n_ 77 7 N1. f4 i m" rm CALLTOLL FREE 1-800-227-2600 "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. Dain 014ePteCi OF E -/v & Associat". C� CMLENGINEERS „1 D SURVEYORS 10271-B TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 Uj ry, CC R.C.E. 29224 PH (9M) 987-4306 FAX (W9) 941-1528 civil_ 0 or DANlkL E GUERRA DATE R.C.E.129224 EV. 031_0 PROJECT Sheet No. 22 of 65 M « TYP. . T7 1 32 f to «001 8 SOLID VVHITE Q, 2SHOULDERCN INTERSECTION DETAIL i VEHICLE ACCESS GATE @ TRAIL DETAIL y CUCAMONGA VINEYARD AVE « CUCAMONGA CREEK TRAIL VINEYARD AVE r ACCESS TO PACIFIC ELECTRIC TRAIL I ACCESS TO PACIFIC ELECTRIC TRAIL FROM REDIIHILL C.Cv DR -1 SIGN DETAILS, SPECIFICATIONS --.MUILTI - PURPOSE TRAIL & -BIKE PATH NOTES. PER CITY SYMBOLS, 1 RANCHO CUCAMONGA STD. PLAN 133, ALL LEGENDS, yND CROSSWALKS SHALL THERMOPLASTIC. • 00NOTRUCTION NOTE$ CONSTRUCT VEHICLE GATI ICITY OF RANCH CUCAM NGA ST« PLAN 1006—C AND MODIFIED AS L L x8" POSTS AT STEP THROUGH, INSTALL 1/2" DIA. GALVANIZEDf . REFER TO DETAIL PAINT@I-- 12" SOLID WHITE LIMITLINE PER CALTRANS« PLAN A24E. REFER TO INTERSECTION DETAIL. 1 PAINT 4" SKIP YELLOWLANE LINETIL, SHEET HEREON. PAINTI ITE RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL. 34 INSTALL TRAFFIC SIGN AS INDICATED ON PLAN. REFER T ILS HEREON. zw CALL TOLL ,. 11 Ui y,.Remember Cent notifies only those o couldthe center. There be other present at inform you of who(m) they will notify. I y � W CIVIL ENGINEERS D , SURVEYORS «, 0271-B TRADEMARK STREET R.CZ 29224 SOUTH TO F1 FOOTHILL BLVD NORTH TO BASE LINE RD RANCHO CUCAMONGA, CA 91730 PH (909) 9874306 FAX (909) 941-1528 Y. I EL I- GUERRA 1 .29224 E1` 1 PROJECT Sheet - No. 23 of 65 } i♦, LIGHTING:� t w ; QUAD TAP 240V, (OR EQUIVALENT) r 16'-0" LIGHT i AX—BL WITH ADJUSTABLE DIRECT MOUNTED ARM #AADM, r EQUIVALENT) r r � ♦ r [ x i ` i ` ♦ +r � ri ,s� ,, x CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF WIRES CONTAINED GROUND TO CROSS LINES ON CONDUITa OF * i i• CONDUIT HOME RUN TO PANELBOARD. LETTER AND NUMERALS INDICATES ELECTRICAL PANEL AND CIRCUIT NUMBER. CIRCUITS 1,3,5 WITH SHARED NEUTRAL. POLE i i BIKE PATH LIGHT FIXTURE. TYPE INDICATED ON DRAWINGS. POST i' MOUNTED' x "E. TYPE INDICATEDi' GROUND. CONNECTION; PEDESTAL ri D LIGHTING FIXTURE IDENTIFICATION SYMBOL. LETTER INDICATES TYPE OF FIXTURE. NUMERALS IN LOWER[ is HEXAGON INDICATE WATTAGE BALLAST w APPLICABLE). AT iHEXAGON INDICATES NUMBER OF FIXTURES REQUIRED. HEIGHT FROM FLOOR TO BOTTOM OF FIXTURE. 1;. 0 11LNI ►EUW911 DO_.t '7!.'7 'I1I114-1169iia 0.0 w 1 0 C ♦ � it 1 % s j a r r r w r r r i ► w i r r r r a t a x � x r i r rr r i i x [ i a f l i r �;. r y �� y r y r. • ♦ it r "r y � : ► k + -' i i " i. [ � x ` x i` � [ ` � i �' •r 1♦ # a � • � � �• x ; x' i�� k r t l r r x i i i i i i r ` i` i x ♦` x + � i ► r y i �► i '�� ':. i it .y r y r r i # � • / i - - i ■ / 1t mob ` ♦ " x r r r ♦ r � � rwri. y r 1 •` ` a i` ii i_ `1 ! ` ix� TYPE OF MATERIALS TYPE OF BOLT DIAMETER HARD ROCK DIRECT PULL-TENSION,LBS. 1300 2000 2900 4300 CONCRETE it s it rir, 110 ' DIRECT PULL- ON,LBS. 970 1400 1950 f CONCRETE i'!1 WRENCH -TORQUE, 10. THE CONTRACTOR ...ry.i SHALL SPECIFICALLY x AREAS INDIx ON DRAWINGS. -i FAMILIARIZE CONDITIONS [ D BY SUBMITTING ♦ ACCEPTS w i i UNDER BE REQUIRED TO PERFORM HIS W 11. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DO ALL CORING, PATCHING AND REFINISHING OF WHEREVER NECESSARYi` HIM TO PENETRATE FOR HIS WORK. ALL OPENINGS MADE SHALL BE REFINISHED AND SEALED TO MEET THE RATED r y INTEGRITY. 12. CONTRACTOR RESPONSIBLE FOR [ REMOVAL, r a ia CONTAINMENT, . wDISPOSAL, PROGRESS AND FINAL CLEAN—UP OF ALL IDENTIFIED HAZARDOUS WASTE AND MATERIAL, INCLUDING DOCUMENTATION AND FEES. CONTRACTORSHALL EXECUTE AND FOLLOW ALL LOCAL, STATE AND RAL `` STANDARDS x GUIDELINES FOR ABATEMENT, Rk,ii` + STORAGE, DISPOSAL CERTIFICATIONS AND FINAL LEArANC S FOR HAZARDOUS i AND MATERIAL. ER TO VI AGENCY r i r TOCONTRACTOR. PROVIDE, ir' CONTRACTOR1 x. iPREPARE OR FURNISH 1. COMPLETE AND COMPREHENSIVE FULLY COORDINATED ty y • APPROVED ABATEMENT PLAN a 2. UPON COMPLETIONOF ABATEMENT ORK; PROVIDE OWNER WITH TWO "ORIGINAL" SETS OF ABATEMENT, TRANSPORTATION, - xSTORAGEANN, FINAL x it k CERTIFICATIONS l ♦; MANIFESTS DOCUMENTATION. 3. COORDINATED AS—BUILT/RECORD D• i HAZARDOUS .. x -'DiWASTE AND MATERIAL - x 1 D.. TO INCLUDE BUT NOT r TO FOLLOWING: NICD. iMERCURY, x 7 OR OTHER BATTERY FLUORESCENT LAMPS, MERCURY - r LAMPS r i BALLASTS PCB a y. y TRANSFORMERS. it.r i r Amur"' P 3 e BLE • Sm" ;. 2007 CALIFORNIA ADMINISTRATIVE CODE, (PART [ 2. 2007 CALIFORNIA : i iM PART 2, TITLE 24 BASED ON 06 INTERNATIONAL BUILDING Ci i' 3. 2007 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. BASED ON THE 2005 NATIONAL ELECTRICAL CODE (NEC) . 2007 CALIFORNIAMECHANICAL OPART [ r BASED ON THE 2006 UNIFORM MECHANICAL CODE (UMC) 5. 2007 CALIFORNIA ♦:.. itf PLUMBING ..r.., OD w PART y r f r BASED ON !#r UNIFORM PLUMBING ,. iD 6. 2007 CALIFORNIA ENERGY CODE, PART C.C.R. BASED7. 2007 CALIFORNIA FIRE CODE (CFC) , PART 9, TITLE 24, C.C.R. ON THE 2006 NTERNATIONALt 8. 2007 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24, C.C.R. r 1990 TITLE 19,C.C.R. PUBLIC SAFETY,.TE FIRE MARSHAL REGULATIONS. IIYARTIAL LIST 1 a ;. APPLICABLE STANDAR '�. ry , "i NFA t POLE ■ „ 150W HIGH PRESSURE r r x DIE—CAST i wri t TYPEFIXTURE r WITH FLAT LENS AND 5"" EXTENSION STANDPIPE SYSTEMS DISTRIBUTION, POLYCARBONATEVANDAL EDITION GUARD ANLIftHOUSE SIDE SHIELD. FIXTURE MOUNTED 17A • •i ON • '. QUARE rx POLE i t IWECT # x Y ADJUSTABLE 7UN ? r NFPA i " r POLE MOUNTED, 5OW HIGH PRESSURE i [ POST—TOP ACORN TYPE PEDESTRIAN FIXTURE. y r r PROVIDETYPEDISTRIBUTION, TAMPER—PROOF r' r P s ; Oi, S SCREWS,CLEAR t i POLYCARBONATEi a i (NOTE DECORATIVEPOLE WITH ANCHOR BOLTS ,, U.L. STANDARD 1971 FOR 'VISUAL DEVICES-) TAMPER—PROOF By COVER. } i♦, LIGHTING:� t w ; QUAD TAP 240V, (OR EQUIVALENT) r 16'-0" LIGHT i AX—BL WITH ADJUSTABLE DIRECT MOUNTED ARM #AADM, r EQUIVALENT) r r � ♦ r [ x i ` i ` ♦ +r � ri ,s� ,, x CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF WIRES CONTAINED GROUND TO CROSS LINES ON CONDUITa OF * i i• CONDUIT HOME RUN TO PANELBOARD. LETTER AND NUMERALS INDICATES ELECTRICAL PANEL AND CIRCUIT NUMBER. CIRCUITS 1,3,5 WITH SHARED NEUTRAL. POLE i i BIKE PATH LIGHT FIXTURE. TYPE INDICATED ON DRAWINGS. POST i' MOUNTED' x "E. TYPE INDICATEDi' GROUND. CONNECTION; PEDESTAL ri D LIGHTING FIXTURE IDENTIFICATION SYMBOL. LETTER INDICATES TYPE OF FIXTURE. NUMERALS IN LOWER[ is HEXAGON INDICATE WATTAGE BALLAST w APPLICABLE). AT iHEXAGON INDICATES NUMBER OF FIXTURES REQUIRED. HEIGHT FROM FLOOR TO BOTTOM OF FIXTURE. 1;. 0 11LNI ►EUW911 DO_.t '7!.'7 'I1I114-1169iia 0.0 w 1 0 C ♦ � it 1 % s j a r r r w r r r i ► w i r r r r a t a x � x r i r rr r i i x [ i a f l i r �;. r y �� y r y r. • ♦ it r "r y � : ► k + -' i i " i. [ � x ` x i` � [ ` � i �' •r 1♦ # a � • � � �• x ; x' i�� k r t l r r x i i i i i i r ` i` i x ♦` x + � i ► r y i �► i '�� ':. i it .y r y r r i # � • / i - - i ■ / 1t mob ` ♦ " x r r r ♦ r � � rwri. y r 1 •` ` a i` ii i_ `1 ! ` ix� TYPE OF MATERIALS TYPE OF BOLT DIAMETER HARD ROCK DIRECT PULL-TENSION,LBS. 1300 2000 2900 4300 CONCRETE it s it rir, 110 ' DIRECT PULL- ON,LBS. 970 1400 1950 f CONCRETE i'!1 WRENCH -TORQUE, 10. THE CONTRACTOR ...ry.i SHALL SPECIFICALLY x AREAS INDIx ON DRAWINGS. -i FAMILIARIZE CONDITIONS [ D BY SUBMITTING ♦ ACCEPTS w i i UNDER BE REQUIRED TO PERFORM HIS W 11. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DO ALL CORING, PATCHING AND REFINISHING OF WHEREVER NECESSARYi` HIM TO PENETRATE FOR HIS WORK. ALL OPENINGS MADE SHALL BE REFINISHED AND SEALED TO MEET THE RATED r y INTEGRITY. 12. CONTRACTOR RESPONSIBLE FOR [ REMOVAL, r a ia CONTAINMENT, . wDISPOSAL, PROGRESS AND FINAL CLEAN—UP OF ALL IDENTIFIED HAZARDOUS WASTE AND MATERIAL, INCLUDING DOCUMENTATION AND FEES. CONTRACTORSHALL EXECUTE AND FOLLOW ALL LOCAL, STATE AND RAL `` STANDARDS x GUIDELINES FOR ABATEMENT, Rk,ii` + STORAGE, DISPOSAL CERTIFICATIONS AND FINAL LEArANC S FOR HAZARDOUS i AND MATERIAL. ER TO VI AGENCY r i r TOCONTRACTOR. PROVIDE, ir' CONTRACTOR1 x. iPREPARE OR FURNISH 1. COMPLETE AND COMPREHENSIVE FULLY COORDINATED ty y • APPROVED ABATEMENT PLAN a 2. UPON COMPLETIONOF ABATEMENT ORK; PROVIDE OWNER WITH TWO "ORIGINAL" SETS OF ABATEMENT, TRANSPORTATION, - xSTORAGEANN, FINAL x it k CERTIFICATIONS l ♦; MANIFESTS DOCUMENTATION. 3. COORDINATED AS—BUILT/RECORD D• i HAZARDOUS .. x -'DiWASTE AND MATERIAL - x 1 D.. TO INCLUDE BUT NOT r TO FOLLOWING: NICD. iMERCURY, x 7 OR OTHER BATTERY FLUORESCENT LAMPS, MERCURY - r LAMPS r i BALLASTS PCB a y. y TRANSFORMERS. it.r i r Amur"' P 3 e BLE • Sm" ;. 2007 CALIFORNIA ADMINISTRATIVE CODE, (PART [ 2. 2007 CALIFORNIA : i iM PART 2, TITLE 24 BASED ON 06 INTERNATIONAL BUILDING Ci i' 3. 2007 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. BASED ON THE 2005 NATIONAL ELECTRICAL CODE (NEC) . 2007 CALIFORNIAMECHANICAL OPART [ r BASED ON THE 2006 UNIFORM MECHANICAL CODE (UMC) 5. 2007 CALIFORNIA ♦:.. itf PLUMBING ..r.., OD w PART y r f r BASED ON !#r UNIFORM PLUMBING ,. iD 6. 2007 CALIFORNIA ENERGY CODE, PART C.C.R. BASED7. 2007 CALIFORNIA FIRE CODE (CFC) , PART 9, TITLE 24, C.C.R. ON THE 2006 NTERNATIONALt 8. 2007 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24, C.C.R. r 1990 TITLE 19,C.C.R. PUBLIC SAFETY,.TE FIRE MARSHAL REGULATIONS. IIYARTIAL LIST 1 a ;. APPLICABLE STANDAR '�. ry , "i NFA 1 - AUTOMATIC SPRINKLER SYSTEMS 2002 EDITION NFPA 14 -- STANDPIPE SYSTEMS 2003 EDITION NFPA 17A -WET CHEMICAL SYSTEMS 2002 EDITION NFPA 24 -- PRIVATE FIRE MAINS 2002 EDITION NFPA 72 NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2002 EDITION (NOTE SEE U.L. STANDARD 1971 FOR 'VISUAL DEVICES-) NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2000 EDITION NFPA 2001 -- CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2001 EDITION ` ft, t + ` r111111111J INSTALL EQUIPMENT , GREEN GROUNDING i CONDUCTOR, SIZED PER 250-95 IN ALL CONDUITS. GROUNDi r i" ARE NOT *; ON DRAWINGS, THE SEISMIC ANCHORAGE OF " + EQUIPMENT i i` TO ri% CBC SECTION . f AND TABLE i ANCHORAGE x FOR FLOOR MOUNTED EQUIPMENT SHALL BE SHOWN ON PLAN*. L "I E'sk,�tzi-A VOLTAGE120/24010, 3w PANEL PAM LOCATION PEDESTAL BUS AMPS 100 LOCATION PEDESTAL BUS AMPS 100 MAIN TOP FEED 13 SURFACE MAIN BREAKER -M-120—A.F. -1M—A.T. TOP FEED 0 SURFACE MTG.(ZI "r BOTTOM FEED M FLUSH MTG. 13 LUGS (YNLY 13 BOTTOM i ill: 0 ` " REMARKS 10k AIC emu REMARKLUGS { i n 11 - ► ♦ Y x ( 4 �M VOLT -AMPS DESCRIPTION VOLT- PS tt _. ._.. �... x s ori ► i Y, _ • ,...... ... .. , BIKE « : ._, BUN a iCONTROLLER BIKE PATH 19 Mona {{ rr ONCONTROLLER ri• BIKE PATH UGH11NG EXISTING ► ii,.i. CONTROLLER EXISTING BIKE PATH UGHnNG BONN 'BIKE PATH .... ; x..... r KE PATH ,LIGHTING BIKE PATH LIGHTING ' r PATH ]i MOB EXISTING BIKE PATH •r PATH LIGHTIING BIKEPATH { ..... ...... . r.SPACE ! BIKE PATH UGHTING •i IBIKE PATH LIGHTING EXISTING BIKE PATH LIGHTING BIKE PATH LIGHTING BIKE PATH LIGHITNG 1 { ::..No .. ... BIKE PATH LIGHTING B PATH UGHTING r r BIKE PATH LIGHTING NEW r. , IKE TH LIGHTING n N M ..., .. .. ,. {.!SPACE SPACE .., • i r :i BIKE PATH LIGHTING 'M y NEW BIKE PATH {In : ONO r' BIKE LIGHTING BIKE PATH LIGHTING.. PATH LIGHTING # { : ON f BIKE PATH LIGHTING {BIKE 0 SPACE ON BIKE PATH ISPACE y r Y 0 0I] NOM r . Now BIKE PATH LIGHTING BIKE PATH LIGHTINGs{01ONE SPACE SPACE WON M l �r M 11 Br NG •'wll� _ I SPATH ACE tom" � „ r i 90 _ n 0 r r El NO 0 r. ' _ E3 so r i , SUB TOTALS w j CONN.INN y TOTAL- PHASE * 3 CONN. PANEL TOTAL—VA; ,..a.. •{ 572 { J i ♦ MAX. CONN. LINE CURRENT 25.9 AMPS 5.72 # {y KVA; BALANCED CURRENT-�9--25 i AMPS; DESIGN LOAD KVA BALANCED CURRENT--L5--1AMPS-. DESIGN LOAD KVA SUB TOTALS CONN. PHASE TOTAL{ •i r x {{-VA MAX. 36 CONN. LINE CURREN AMPS , ,, E TOTAL ' is PANEL L.C.L. „ ir ', DESIGN LOAD 7 „... .. . ,... is :' I; CONN.130 PHASE r... ,.,., 8 CONN. .... TOTAL MAX. CONN. LINE CURRENT -L5--25 AMPS VOLTACr- 120/240 1 Os 3W PANEL PHMA LOCATION PEDESTAL BUS AMPS 100 MAIN TOP FEED 0 SURFACE MTG.(ZI "r BOTTOM i ill: 0 ` " REMARKLUGS { i n 11 - ► ♦ Y x ( 4 �M VOLT -AMPS DESCRIPTION VOLT- PS tt _. ._.. �... , ori ► i Y, _ • ,...... ... .. , !BIKEs ._, BUN a iCONTROLLER BIKE PATH { y♦ {{ rr ONCONTROLLER ri• BIKE PATH UGH11NG 130 'BIKE PATH .... ; x..... r KE PATH ,LIGHTING BIKE PATH LIGHTING ' r PATH ]i MOB •r PATH LIGHTIING BIKEPATH { BIKE PATH LIGHTING h ! BIKE PATH UGHTING •i IBIKE PATH LIGHTING "BIKE PATH LIGHTINGBIKE BIKE PATH LIGHTING BIKE PATH LIGHITNG 1 { ::..No BIKEPATH BIKE PATH LIGHTING B PATH UGHTING r r BIKE PATH LIGHTING BIKEPATH LIGHTING n N M ONO r BIKE SPACE .., • i r :i BIKE PATH LIGHTING 'M {In : ONO r' BIKE LIGHTING BIKE PATH LIGHTING.. PATH LIGHTING # { ON f BIKE PATH LIGHTING {BIKE 0 ON BIKE PATH ISPACE y r Y 0 0I] NOM r . Now BIKE PATH LIGHTING BIKE PATH LIGHTINGs{01ONE SPACE SPACE WON M l �r M 11 Br NG •'wll� _ I SPATH ACE tom" � „ rACE 90 _ 0 r r El NO 0 r. ' _ E3 so , SUB TOTALS j CONN.INN y TOTAL- PHASE * 3 CONN. PANEL TOTAL—VA; ,..a.. •{ 572 { J i ♦ MAX. CONN. LINE CURRENT 25.9 AMPS 5.72 # {y KVA; BALANCED CURRENT-�9--25 i AMPS; DESIGN LOAD KVA ' «. 8 :.. .06/30/2010 W;04-4111 Pacipc Electric Inland Empire Trail Phase 4 GROVE AVENUE TO AlErIST ATEIVUE APPROVED DATE s CITY ENGINEER RCE 53672 n'r DESCRIPTION VOLT- PS tt _. ._.. �... , ori r PATH i Y, _ • ,...... ... .. , ._, a iCONTROLLER BIKE PATH y♦ IRRIGATION Ri R BIKE PATHBIKE 'BIKE PATH now 13 ' r PATH ]i MOB •r PATH LIGHTIING BIKEPATH { h ! BIKE PATH UGHTING •i IBIKE PATH LIGHTING "BIKE PATH LIGHTINGBIKE { ::..No BIKEPATH BIKE PATH LIGHTING B PATH UGHTING r r M { OWN M ONO r BIKE SPACE BIKE PATH LIGHTING { 'M {In : ONO r' BIKE LIGHTING BIKE PATH LIGHTING.. rNNOMM # { ON f BIKE PATH LIGHITNG a100 ON y r Y BIKE LIGHTING { NOM , { BIKE PATH LIGHTING BIKE PATH LIGHTINGs{01ONE {SPACE r l �r M 11 Br NG •'wll� _ I SPATH ACE tom" � „ rACE _ 0 r r El NO 0 r. ' _ E3 so , j 260 CONN. PHASE TOTAL' A« ,..a.. •{ J i ♦ CONN.PANEL.: r # .. X. 22.2 AMPS CONN. LINE CURRENT4.82 BALANCED CURRENT--L5--1AMPS-. DESIGN LOAD KVA ' «. 8 :.. .06/30/2010 W;04-4111 Pacipc Electric Inland Empire Trail Phase 4 GROVE AVENUE TO AlErIST ATEIVUE APPROVED DATE s CITY ENGINEER RCE 53672 n'r VOLT- PS tt ►r Cif' �E'�1 Y, _ I BIKE PATH LIGHTING y♦ IRRIGATION Ri R BIKE PATHBIKE PATH LIGHTING ' r PATH ]i jJ BIKE r ATH LIGHTING BIKE PATH UGHTING BIKEPATH BIKE PATH LIGHTING ,♦:.BIKE PATH LIGHT11NG r BIKE .i {In : r' BIKE LIGHTING BIKE PATH LIGHTING.. J f BIKE PATH LIGHITNG BIKE PATH LIGHTING y r Y BIKE LIGHTING { i , { BIKE PATH LIGHTING BIKE PATH LIGHTINGs{01ONE {SPACE r r • ` r , x Br NG _ SPATH ACE rACE _ r r r. ' SPACE i , j J i ♦ SUB TOTALS CONN. PHASE TOTAL{ •i r x {{-VA MAX. 36 CONN. LINE CURREN AMPS , ,, E TOTAL ' is PANEL L.C.L. _. BALANCED ;,.:: E,, ', DESIGN LOAD 7 „... .. ' «. 8 :.. .06/30/2010 W;04-4111 Pacipc Electric Inland Empire Trail Phase 4 GROVE AVENUE TO AlErIST ATEIVUE APPROVED DATE s CITY ENGINEER RCE 53672 n'r N 1 ANEL, GRO 4 —2 1 s l�03 ___110r4 I X3.0 TO m l 0 ■ 0 ■ t.. CD Q /, 14 514AI-L 825' lWTA144!5*47 At 15 1. CONDUIT SHOWN 1 INDICATEDSINGLE-LINE DIAGRAM, WHETHER O: DRAWING SHALL i PART i i t CONTRACT AND RESPONSIBILITY .Y CONTRACTOR 11 #R ... PROVIDE REQUIRED ROUTING PLANSTO MEET THE INTENT OF THESE AND SPECIFICATIONS. 2. REFER TO DR# GENERALADDITIONAL REQUIREMENTS. 3. REFER ELECTRICAL # f#TIONS r EQUIPMENT WRING REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE L TING FIXTURES ENGINEER PRIOR ROUGH -IN. SHALLICH BTHE CONTRACTOR'S RESPONSIBILITY rO MAINTAIN i REQUIRED CLEARANCES UNDERGROUND +►i • PROVIDE MINIMUM SIZE #1+ AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT FOR ALL OTHERWISE INDICATED. BEFORE7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. 8. OBDEBING Y. INSTALL8TIONR FIXTURES AND PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT CONTRACTOR SHALL 1, # MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC REQUIREMENTS. Q [...FREFERENCENOTES lel-N Ul STAINLESS STEEL, NEMA 3R, METERED PEDESTAL ENCLOSURE WITH AUXILIARY SECTION. 120/24dV, 1PH, 100A MAIN, WITH 16 BRANCH CIRCUIT LOAD CENTER. SCE STUB UP. MYERS MODEL #MEUG46-1. O2 PROVIDE 120V/1PH CONNECTION FOR IRRIGATION CONTROLLER. ELECTRICAL CONTRACTOR TO PROVIDE SEPARATE PEDESTAL WITH AUXILIARY SECTION FOR CONTROLLER. MYERS MODEL #MEUG46-1. O3 REFER TO TRAFFIC SIGNAL DRAWINGS, PHASE 2, SHEET 2 OF 3, FOR TRAFFIC SIGNAL PEDESTAL SPECIFICATIONS, REQUIREMENTS AND ADDITIONAL CABINETS FOR TRAFFIC LIGHT CONTROL. OPROVIDE (2) 3" CONDUIT ONLY (PVC SCHEDULE 80) W/PULLSTRWG FOR SCE CONNECTION TO LIGHTING/IRRIGATION AND TRAFFIC SIGNAL SERVICE. OVERIFY LOCATION OF SOUTHERN CALIFORNIA EDISON SERVICE POINT COORDINATE WITH EDISON FOR PROPER ROUTING AND TERMINATION OF SERVICE BEFORE WORK IS TO BEGIN. SOUTHERN CALIFORNIA EDISON REPRESENTATIVE• JEFF JENKS 909-930-8540 (OFFICE) 909-241-0799 (CELL) JEFF.JENKS@SCE.COM (EMAIL) O2!�" E'G�C7f�/CqG GoNO�/T (INI`t /?E/✓!A/N OA/ttf) U-1 INSTR41, 5t./P CAN T DESCRIPTION OF REVISION nT UITY OF RANCHO CUCAMONGA Ligh ting 1 -rai.1 iacj(,c Electr*c Inland :, �,► } Phase 4 Ligh . Plan Segm en t A - • CRO VE A VENUE TO AMETYST AVENUE APPROVED BY DATE CffY ENGINEER RCE 53672 Tj ETE21 OF 17 DRAWING No. 2240 r WzWkiol"Wil- =-wZMWAmw [9 m (f s op .000,r� Zoe dor jop oop dr r ( r Zoe z Ile -5 1 � 00 c � 1 E3,0.-- " ` CAL #10 3� / .- 0 c`? 1 �r -` ) C j r I khOMWmell mfflompApra .00 .00 F3 r 13,1 Ole SpH o �� f tom'✓ 0"' / fc�F'�bi }. 5. x >Y+ se 3e r u .. ..a: .:• . ter, :..i,.,Y ,.,. .. �,... ■ I SHALL 8E* IAOMItFOR f aim .. ...., ,, t.... �,' .. Vit: ,.:.: ,.. , .. , .. ,. ,. r } ... ,:;• na: .. �, ...... r .: , .�:,. ., e...i rte. '. ,... i..�.... v.,... ,. td u� GO, AND RINDICATEDSINGLE-LINE DIAGRAM, SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. REFER2. REFER TO DRAWNG E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS, 3. TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WRING 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO -+r SHALL BE CONTRACTOR'S f.i1 1 Illi.', TO ifs fIN ... R D.. CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONUITS AND FOOTINGS. 6. PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION OTHERWISE INDICATED. 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND PEDESTALS: , Ds CONTRACTOR rr SHALL B RESPONSIBLE PO OR COORDINATING EXACT LOCATION OF i AVOID EXISTING UTILITIES. CONTRACTOR SHALL REQUIREMENTS.MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC ue PROVIDE 2 1/2"' SPARE CONDUIT FOR FUTURE USE. DESCREPTION. OF REVISION tj CITY OF RANCHO CUCAMONCA Lighting Plaw G' Pacific Electric Inland Empire Tralil Phase 4 GROVE O I VENUE O AMETYST AAPPROVED BY VENUE CITY -ENGINEDRAWING No.RCE 63672 I DESIGN w 2240 4 w..c i M. ■ OL 0 _G E2.7 E2.8 a 1% klioa, FAA �\vCOAIC �r PH t ° t"v r' i X3,0 TYPIC 2 E r a cc D AbL Cco-HOUITS (et9C7'P_lCA%V.49K 4 �Ve eV '42 Or- r149 s c / CONC ems• - ir.'Vwl ll� c 0 0 0�wl I I ` - -� coNc = , 1 i� 1 CONDUIT AND WIRE ON # "y SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND RESPONSIBILITY t CONTRACTOR PROVIDE t #fit • D ROUTING TO MEET THE INTENT OF THESE PLANS # SPECIFICATIONS. !� ND 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENT, 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING FIXTURES CI\AL ENGINEER IN FIELD PRIOR 1 Yr, r SHALL BE CONTRACTOR'S ll► yi11► i■IYi MAINTAIN Q}.. CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. 6. PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT FOR # " OTHERWISE INDICATED 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND PEDESTALS: # i #. SHALL BE RESPONSIBLE iy FOR i#:TING y CI LOCATION Q CONTRACTOR SHALL MEET PROPER ILII i 1 # f #NCES #.ND SPACING CRITERIA rM# PER 1. 2 NEC REQUIREMENTS. 1� zx'l //)- lie I N r FA FW flWAr*JFA#_09M6W I e/ 0 ILI 11 xi :,70 1"- 1 CONDUIT AND WIRE INDICATED ON THE SINGLE—LINE DIAGRAM, WHETHER SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING #.. PLANS a l SPECIFICATIONS. 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENT! 1:: CONTRACTOR y# SHALL COORDINATE .y ,. LOCATIONS # . EXTERIOR SITE CLEARANCESLIGHTING FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH—IN. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED AND FOOTINGS. 6. PROVIDE # a 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED 7. CONTRACTOR 1 SHALL BALANCE 1 PHASE LOADS PHASE . L B. S. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACI LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER • r . CLEARANCES y l r D SPACING y li,16y PER 2002 NEC REQUIREMENTS. Uqi mac-, r FA FW flWAr*JFA#_09M6W I e/ 0 ILI 11 xi :,70 1"- 1 CONDUIT AND WIRE INDICATED ON THE SINGLE—LINE DIAGRAM, WHETHER SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING #.. PLANS a l SPECIFICATIONS. 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENT! 1:: CONTRACTOR y# SHALL COORDINATE .y ,. LOCATIONS # . EXTERIOR SITE CLEARANCESLIGHTING FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH—IN. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED AND FOOTINGS. 6. PROVIDE # a 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED 7. CONTRACTOR 1 SHALL BALANCE 1 PHASE LOADS PHASE . L B. S. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACI LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER • r . CLEARANCES y l r D SPACING y li,16y PER 2002 NEC REQUIREMENTS. Uqi 1,331 f A 1 31 5 AL 0 ■ ,a, mm 1. CONDUIT AND WIRE INDICATED ON THE SINGLE -LINE DIAGRAM, WHETHER SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND RESPONSIBILITY O CONTRACTOR ROUTING TO MEET THE INTENT OF THESE PLANS t t SPECIFICATIONS. 2. REFER TO DRAWING E1.0, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL SPECIFICATIONS PRIOR4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING FIXTURES WITH THE CIVIL ENGINEER IN FIELD # 5. IT SHALL BE THE CONTRACTOR"S RESPONSIBILITY TO MAINTAIN REQUIRED CLEARANCES r r D ELECTRICAL CONDUITSAND FO 6. PROVIDE MINIMUM SIZE #10 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. 7. CONTRACTOR :1 BALANCE t PHASE .. t ; ON PHASE t L, B. 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND EEDESIAL5: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION EQUIPMENT AVOID CONTRACTOR SHALL MEET PROPER t* t AND SPACING CRITERIA rwt PER 2002 NEC REQUIREMENTS. r Q r CESS/p� c� No. 1723 .06 1 LEGEMD, 1 " LIGHT POLE, SEE PLANS FOR MODEL. INSTALL SECTION COVER PER MANUFACTURERS RECOMMENDATION. SEE ELECTRICAL PLANS. y � 2. CONCRETE FOOTING, F'C=2500 PSI, POUR LANDING AGAINST NATIVE SOIL ® #6 BAR,4• VERTICALS,3"CL,F F FOOTING, TYP. 4. #4 TIES, 12- O.C. . ANCHOR LT , SEE ELECTRICAL PLANS COMPACTED U ACCESSUTILITY i 7" 18" CONCRETE BAND ;, . FINISHED GRADE,E CIVIL PLANS FOR ELEVATIONS. 1 � f 7 }. " { i PADLOCK r �"�` • 3 a " 4 m• •®• ®•45®• ®" ® O LIFT—OFF—HINGED LIFT—OFF HOOD 9.25— HINGED HOOD win EMOVABLE .� �.SAFETYMETER COVER f SOCKET READINGAl NDOW�, 1' r MANUAL W ADLOCKABL t``; W/SEALABLE METER SECTIOT" TYP E MAIN BREAKER r #r LOAD CENTER� 12 CIRCUIT -1 I 5 LOUVERED 30.51 NEUTRAL BARJ HAND HOLE AND COVER ABOVE GRADE 1 YY 2-1/2 Ix 5" WRING APE 18" BELOW GRADE REMOVABLE TEST ----'i SECTION COVER y � b NAMEUTILITY LANDING LUGS 1HINGED ACCESSUTILITY i ;, COVER' W/PADLOCK BARRIER � f }. { i PADLOCK r i �--46.00 - A ANCHOR BASE --®HOT DIPPED GALVANIZED BASEPLATE 20$px2 "xl YY (2 WRING RACEWAY 3-3/8" BOLT CIRCLE ':r` r *: t1 PLASTIC i , D. ANCHOR ROD YEILD)# -xl8-1/23 BEND MIN. X8.718 57.000 1---20.062------j 21" 1 * CUSTOMER EUIP E T AREA (LEFT) 30.50 X 20.00 X 8.25 •- (RIGHT 48.75 X 21.75 X 14"25 FRONT VIE LESS DOORS, DEADFRONT, AND COVERS �YY FINISH GRADE • 11" E. ` X/1 �" 18" MIN. 54 MIN. 1€3" ROUND # r r (3)TIS FOR TOP 5" OF POST BASE NEW WALKWAY 2Y® Y! ® ` d X N N 3" CLEAR TIES x 12" POLE —7\—CONDUIT AS REQUIRED lob 'o ImEll IMMAltsi ol I&IN ILION= f r f,. 1. ]s r 22.0 I 6 18.00 24.00 SLOTS FOR BASEINSTALLATION BOTTOM VIE MOUNTING SLOT DETAIL ASE DETAIL .. a-, , �' r: ►;IT,-AWL ►. PANEL • r r TO GROUND OA a METER PEDESTAL TNSULATED GROUND BUSHING SIZED AS REQUIRED CONDUIT NIPPLE (TYPICAL) iMETER PEDESTAL CONCRETE PAD -rWARNING TAPE SEE S -V' r Y, r y i"CAUTION DEPTH 24 DISTRUNLESSIBUTED r'ROUND ROD OR OTHER ELECTRODE ',J BURIED BELOW" AS ItS SPECIFIED NATIONAL t ELECTRIC PLATE 2000 CORP.r # OTHERWISEL VERIFY EXACT LOCATION NOTED 4ETEr PEDESTAL MANUFACTURER!W NOTES: o 1. VERIFY GROUNDING REQUIREMENTS WITH METER PEDESTAL MANUFACTURER BEFORE WORK IS TO BEGIN. Er'. SIZE OF CONDUCTOR SHALL COMPLY WTH 2002 NEC TABLE It3. BOND SEPARATE CONDUCTORS FROM GROUND ROD TO ELECTRICAL PANEL IN ADDITION TO THE DETAIL SHOWN ABOVE. BOND THE ELECTRICAL GROUND TO NOTES: METAL WATER PIPE EMBEDDED AT LEAST 1OFT INTO THE SOIL (IF AVAILABLE). 1. SLOPE RUNS x OF 4: FT. BETWEEN MANHOLES OR MANHOLE AND VAULT OR CABLE 4. ALL PARTS OF METAL PEDESTAL SHALL BE ELECTRICAL BONDED TOGETHER (BOLTING RISERS. ONLY IS NOT ACCEPTABLE r i i, BONDING) 2. RUN i`r STRAIGHT SHALL5. CHECK RESISTANCE TO GROUND, IF RESISTANCE EXCEEDS 25 OHMS INSTALL ADDITIONAL LOW POINTS BETWEEN ENDS, THE HIGHER END GROUND RODS (2002 NEC 250-56 AS REQUIRED). AT # VENTILATED# OR CABLE RISER. . PROJECT INSPECTOR SHALL un%jUNu' ROD DETAIL NON -REINFORCED t UNDERGROUND L i CQ C" SPACERS (TYP" VC SCHEDULE 40 3" IN. CONDUIT SIZE(S) NUMBERA REQUIRED T -L RECOMMENDEDYY INIMUM CLEARANCE D. !Y GROUND ROD PERNEC 110-16, TYPICAL 3 MIN. RECOM ENDED SERVICE LOCATION. FRONT AND BACK. ENTRA CONDUIT 4 LOCATION. LINE 1 2 3\ „ AUY CTI ° " �vrty 3"I " 10 1A + SI CLEARANCERECOMMENDED-T SIDE VIE 12 i .25 PLAN VIEW 3" MIN. 1/2--13 OR 5/8"-18 DOLTS ' SUPPLIEDASE "MIN- AND DEPTH DIMENSIONS N l0 JOB SPECIFICATIONS ALTERNATE ANCHOR 1/2" to ANCHOR LT BOLT IN,TALLATION A EUI ORR 51 -113 BOLTS FRONT VIEW N' PART 1 GENERAL 1.01 SCOPE A. Work of this section includes everything necessary for or incidental to completing the elec ' trical work, to provide a complete and operable electrical system, except as herein specifically excluded. 1.02 GENERAL REQUIREMENTS A. Electrical System Characteristics: 120/24OV. 1PH, 3W B. Guarantee: Furnish a written guarantee fora period of one-year from date of acceptance. C. Codes and Regulations: Work one under this Section shall comply w ith the latest edition of the following: National Electric Code, State of California Title 24, State Building Standards, Occupational Safety and Health Administration (OSHA) requirements, State of California Title 17 and to all local codes having jurisdiction. In the case where the codes have different levels of requirements, the most stringent rule shall apply. D. Wherever a discrepancy in quantity or size of conduit, wire, equipment, devices, circuit breakers, etc., (all materials), arises on the Drawing and/or Specifications, the Contractor shall be responsible for providing and installing all material and services required by the strictest condition noted on Drawings and/or in Specifications to insure complete and operable systems as required by the Owner and Engineer. E. The General and Supplementary Conditions, as well as Special Conditions apply in addition to items in the Electrical Section. Special attention is directed to the following sections: 1. Drawings and Specifications at the site. 2. Shop drawings and samples. 3. Record drawings. 4. Cutting and Patching. 5. Cleaning up. 6. Guarantee. 7, Tests® F. All single or multiple conductors for signal or communication systems shall have a minimum of (207o) twenty percent spares pulled and togged. G. Testing: 1. can: a. Infrascan services of all new circuits added to the existinif, system shall be required. b. Infrascan certified reports shall be submitted on completion to the Owner and Engineer. C. Scans shall be performed by an independent testing laboratory with total connected loads in operation. 2. All circuits shall be tested for continuity and circuit integrity. Adjustments shall be made for circuits not compl yiI with testing criteria. ng 3. Grounding System: Shall be tested by an independent testing laboratory to meet resistance specified in Part 3.1, D.3 of these Specifications. It shall be this Contractor's responsibility to make adjustments, as required, to upgrade non- complying systems to proper and safe operation. 4. All certified testing reports shall be submitted to the Owner at completion of project® H. All Core Cutting, Drilling, and Patching: For the installation of work under this Section,,the aforementioned shall be performed under this Section of the Specifications. No holes will be allowed in any structural members without the written approval of the D.S.A., Architect or Structural Engineer. Work will be as directed in Concrete Section of Specifications. I. Verifying Drawings and Job Conditions: 1, This Contractor shall examine all Drawings and Specifications in a manner to be fully cognizant of all work required under this Section. 2. This Contractor shall visit the site and verify existing conditions. Where existing conditions differ from Drawings, adjustment shall be made and allowances included for all necessary equipment to complete all parts of the Drawings and Specifications. J. Shop Drawings: 1. Drawings shall be submitted in six (6) bound sets accompanied by Letter of Transmittal, which shall give a list of the number and dates of the drawings submitted. Drawings shall be complete in every respect and bound in sets. 2. The Drawings submitted shall be marked with the name of the project, numbered consecutively and bear the approval of the Contractor as evidence that the Drawings have been checked by the Contractor® Any Drawings submitted without this approval will be returned to the Contractor for resubmission. 3. If the shop drawings show variations from the requirements of the Contract because of standard shop practice or other reasons, the Contractor shall make specific mention of such variations in his letter of transmittal. If the substitution is accepted, the Contractor shall be responsible for proper adjustment which may be caused by the substitution. Samples shall be submitted when requested. 4. Shop drawings shall be submitted for all electrical equipment indicated on plan and specified herein. 1.03 WORK IN COOPERATION WITH OTHER TRADES A. Examine the Drawings and Specifications and determine the work to be performed by other trades. ProVide the type and amount of electrical materials and equipment necessary to place this work in proper operation, completely wired, tested and ready for use. This shall include all conduit, wire, disconnects, relays, and other devices for the required operation sequence of all electrical and other systems or equipment. ELECTRICAL SPECIFICATIONS 1.04 TESTING AND ADJUSTMENT A. Upon completion of all electrical work, this Contractor shall test all circuits, switches, motors, breakers, motor starter(s) and their a Mary circuits and any other electrical items to insure perfect axillary I operation of all electrical equipment. B. Equipment and parts in need of correction and discovered during such testing shall beimmediately repaired or replaced with all new equipment and that part of the system shall then be retested. All such replacement or repair shall be done at no additional cost to the Owner. C. All circuits shall be tested for continuity and circuit integrity. Adjustments hall be made for circuits not complying with testing criteria. D. All certified testing reports shall be submitted to the Engineer at completion of project. E. Equipment and parts in need of correction and discovered during such testing shall be immediately repaired or replaced with all new equipment and that part of the system shall then be retested. All such replacement or repair shall be done at no additional cost to the Owner. 1.05 IDEN11FICATION A. Identification nameplates shall be Micarta 1/8" thick and of approved size, with bevelled edges and engraved white letters 1/4" high minimum on black background. Nameplates shall be provided for all circuits in the distribution switchboards, and selector switches. Inscriptions on equipment shall be identical to those indicated in panels and/or motor control centers and other similar devices. Each nameplate shall be provided with drillings and suitable mounting screws corresponding to finish of the nameplate. The inscriptions in each nameplate shall be as indicated on the Drawings. 1.06 ELECTRICAL CONTRACTOR'S RESPONSIBILITY A. It shall be the Electrical Contractor's responsibility to obtain a complete set of Drawings and Specifications. He sholl check the Drawings of the other trades and shall carefully read the entire Specifications and determine his responsibilities. 1.07 FINAL INSPECTION AND ACCEPTANCE A. After all requirements of the Specifications and/or the Drawings have been fully completed, representatives of the Owner will inspect the work. Contractor shall provide competent personnel to demonstrate the operation of any item or system to the full satisfaction of each representative. B. Final acceptance of the work will be made by the Owner after receipt of approval and recommendation of acceptance from each representative. 1.08 RECORD DRAWINGS A. Contractor shall furnish one set of reproducible record drawings before final payment of retention. PART 2 - PRODUCTS 2.01 MATERIALS A. Electrical Materials and Equipment shall be new and shall be listed by Underwriter's Laboratories and bear their label, or listed and certified by a nationally recognized testing authority where U.L. does not have an approval. Custom made equipment must have complete test data submitted by the manufacturer attesting to its safety. In addition, the materials and equipment shall comply with the requirements of the following. - 1. American Society of Testing Materials (ASTM). 2. Insulated Cable Engineers Association (ICA}. 3® National Electrical Manufacturers' Association (NEMA). 4. American Standards Association (ASA). 5. National Board of Fire Underwriters (N FU). B. Conduit and Fittings. I. Rigid conduit shall be full weight threaded type aluminum or steel, except where specifically required to be steel. Steel conduit shall be protected by overall zinc coating to inside and outside surfaces, applied by the hot dip, metallizing, or sherarclizing process. 2. Electric Metallic Tubing (EMT) shall be zinc -coated steel with baked enamel or plastic finish on inside surfaces. 3. Non-metallic conduit: 0. Polyvinyl chloride (PVC) rigid conduit, Schedule 40, Type 11 for underground installation only, b. Conduit and fittings shall be produced by the same manufacturer. 4. Fittings. 0. Condulet type fittings shall be smooth inside and out, taper threaded with integral insulating bushing and of the shapes, sizes and types required to facilitate installation or removal of wires and cable from the conduit and tubing system. These fittings shall be of metal, smooth inside and out, thoroughly galvanized, sherarclized or cadmium plated. b. Metallic Condulet Covers shall have the same finish as the fittings and shall be provided for the opening of each fitting where conductors do not pass through the cover. C. Con nectors,couplings, locknuts, bushings and caps used with rigid conduit shall be steel, threaded and thoroughly galvanized. Bushings shall be insulated. d. EMT fittings, connectors and couplings, shall be steel, zinc or cadmium plated, raintight, threadless, compression or tap -on multiple point, steel locking ring type with insulated throat. Die cast, set screw or indenter types are not acceptable. e. Flexible steel conduit connectors shall be of malleable iron clamp or squeeze type or steel twist -in type with insulated throat. The finish shall be zinc or cadmium plating. Connectors that anchor the conduit be set screw shat! not be used. f. Conduit Unions shall be "Erickson" couplings, or approved equal. The use of running threads will not be permitted. E. Seismic Design and Anchoring of Electrical Equipment: 6 Ht The seismic anchorage of equipment: PART 3 - EXECUTION C. Panelboard (including solid state trip main circuit breaker). 3.01 PREPARATION AND INSTALLATION 1. Provide parielboard with rating, components and features as indicated A. Installation of Conduit, Fitting and Outlet Boxes. Title on the Drawings. Panelboards shall consist of molded case, thermal calculations and themanufacturers literature. The structural engineer magnetic circuit breakers, in floor -standing, dead front, totally metal I. All conduit except as hereinafter specified, installed in justify the strength aderi quace of supporting structure components. enclosed, NEMA 3R, requiring front access only. All sections shall be concrete or masonry, in damp or hazardous locations, or subject constructed of code gauge sheet metal. Sections shall consist of cable to mechanical injury shall be heavy wall, threaded, galvanized, Load is to be applied at the center of gravity of the part and pull section, combination utility metering and main circuit breaker section rigid steel or aluminum. to be in any direction horizontally. Design stresses shall be in and distribution section. Panelboard and panelboard components accordance with .the Specifications for design of the American (circuit breakers, control and indicating devices, etc.) shall be as manufactured by Square "D" or approved equal Siemens, or Cutler 2. EMT (Electrical Metallic Tubing) may be used in all other Institute of Steel Construction. Anchorage, support and/or Hammmer. locations other than those previously mentioned, unless attachment of said prefabricated equipment to the structure otherwise noted and/or restricted by applicable codes. 2. Busbars: Specifications. a. Bus bars shall be rectangular cross-section copper with silver- 3. Conduit shall be run so as not to interfere with other piping All electrical equipment furnished under this Section of the plated joints, full -height in each vertical section with horizontal fixtures or equipment. Specifications shall be permanently anchored to the floor or cross busbars between sections. Bus bracing shall not be less than short-circuit indicated on the Drawings or utility 4. The ends of all conduit shall be cut square, carefully reamed pads and shall withstand a lateral force equivalent to two times re Provide all lugs suitable for copper conductors. out to full size and shall be shouldered in fitting. gravity minimum. S�uirernents. Shap drawings must show lug sizes based on the actual conductors to be provided® 5. Where conductors enter a raceway in a cabinet, pull box, The manufacturer and/or supplier of said equipment shall certify DESIGN 11EIrZD junction box, or auxiliary gutter, the conductors shall be in writing to the Architect and the Office of Architecture and b. Copper neutral busbar shall be 100% and shall have terminals protected by a plastic bushing type fitting providing a smoothly Construction of the State of California that this equipment for all active, spare, or inactive circuits. rounded insulating surface,. complies with these Specifications. C. Copper ground busbar shall be full length with provisions for 6. Underground conduit shall be, unless otherwise indicated, Schedule 80 PVC (polyvinyl chloride). The wire in future length extension. grounding plastic conduit shall be rated in accordance with Section 250-122 3. The main circuit breaker shall be molded case type and have short circuit of 2002 NEC. interrupting capacity of 10,000 AMPS symmetrical or per serving utility's 7. 'Where conductors enter a raceway in a cabinet, pull box, requirements, whichever is greater. Provide solid state trip units with junction box, or auxiliary gutter, the conductors shall be long-time, short -time & ground fault adjustable pick up and delay and protected by a plastic bushing type fitting providing a smoothly field functional test set. rounded insulating subrace. 4. Feeder circuit breakers shall be of the bolted -on molded case type, with 8. All boxes installed outdoors shall be suitable for outdoor thermal magnetic trips and shall be rated at 120/240 volts with frame installations gasketed, screw cover and painted as directed by sizes, number of poles and trip settings as shown on the Drawings. Provide circuit breakers with interrupting capacity to match the main the Architect with weatherproof paint to match building. All "SCR circuit breaker. Series rated circuit breakers will not be acceptable. conduit entries to boxes shall be made, using Myers UTI TE" hubs Series ST, 5. Provide screw -on nameplates for all panelboards, 1/8" thick, Micarta or Lamacoid plate or approved size, with bevelled edges and engraved B. Installation of Conductors, white letters on black background. Nameplates shall be provided for all circuits and panelboard enclosures. 1. All electrical wire shall be installed in conduit. 6. All circuit bre akers shall be provided with a device for locking circuit breaker in "OFF" position and lugs UL listed for use with, 75d C wire. 2. All circuits and feeder wires for all systems shall be continuous from switch to terminal or farthest outlet. C. Stainless Steel Meter Pedestal. 3. Thoroughly clean all conduit and wire -ways and see that all part are perfectly dry before pulling any wires. Do not install any 1. The meter pedestal shall be made entirely of 304 grade stainless steel, permanent wiring, without special permission from the #4 brushed finish, utilizing all welded construction providing superior Architects, until dirt is removed. Use no lubricant except vandal and weather resistance. The top shall be a side swing style that Mineralac or powdered soapstone. locks out for safety. The side swing top shall fully expose the meter compartment for ease of setting the meter and access to the test blocks. C. Joints in Conductors. Joints in 600 volt conductors smaller than No. The top shall be supported by 3 large all stainless steel hinges with 3/8" 4 AWG shall be made with Scotchlok spring type connectors. Wires No. pins that are 'lift-off" style allowing the top to be completely removed. 4 AWG and larger shall be joined together with approved type of A replaceable 5"x10", 3/16" thick Lexan viewing window shall be provided, pressure connector and taped with #33 3M type, three (3) layer 2. The meter socket test block compartment shall be equipped with a minimum to provide insulation not less than that of the conductor. Connections to switch or busbar shall be made with one-piece copper watershed drainage channel and overlapping equipment panels that lugs. Splicing of all 600 volt or less in-line connections #2 AWG ensures a watertight design. Within the top meter compartment, the meter through 350 MCM shall be made with 3M brand PST connector. socket test block assembly shall be installed. The customer shall have the option to have a utility approved main disconnect located in this D. Grounding: compartment. The top shall be completely padlockable and accept a utility seal. 1. Provide grounding for entire electric installation. Included, 3. The utility compartment shall be located on the right side and house the but not limited to items as requiring grounding are: landing lugs. a cover panel that can accommodate a padlock and utility seal shall be provided. 0. Conduit 4. The left side of the pedestal shall house the 20"x20" customer b. Neutral oridentified conductors 'of interior wiring system electrical compartment. The compartment shall be outfitted with a fully (transformer ground). welded and hemmed stainless steel gasketed door that closes against a watershed drainage channei. The door design and all stainless steel T -handle C. Panelboards. latching system shall ensure water tightness and vandal resistance. 5. The interior portion of this compartment shall house up to a 30 d. Y! ng metal parts of fixed equip ant. - carrying i circuit capable load center with a removable protective panel. The panel shall only expose the breaker switches and shall be held in place by e. Telephone distribution equipment. captive thumbscrews. A stainless steel electrical backboard shall be provided for ease of wiring and grounding of electrical components. 2. Furnish and install all ground rods (3/4" x 10" 0"}, grounding wires, conduit and clamps. The size of the grounding conductors 6. The pedestal assembly shall be a single phase, 120/240V rated unit. shall be not less than that set forth in the latest edition of The enclosure shall be rainproof NEMA TYPE 3R and the assembly shall the California Code of Regulations, Title 24, State of be UL listed for service entrance equipment. The enclosure shall be complete California and CC, unless otherwise indicated. with all mounting accessories, hardware and grounding rods. Provide concrete foundation for all pedestals. Electrical contractor shall install and mount all 3. Building grounding system resistance to ground shall not exceed pedestals on a pad mounted base with anchor bolts. 25 ohm. Quantity of ground rods shall be as required to meet the specified resistance. D. Conductors - Wire and Cable. E. Prefabricated Equipment. Installation of all prefabricated items and 1. All conductors shall be copper. equipment shall conform to the requirements of the manufacturer's specifications and installation instruction pamphlets. Where code i1cati 2, Type THHN/THWN, Thermoplastic, 600 volt, UL approved, for requirements affect installation of materials and equipment, the most interior and dry locations. stringent requirement (code or manufacturer's instructions and/or specifications) shall govern the work. 3. Wire and cable shall be new, manufactured not more than 6 months prior to installation, shall have size, type of insulation, voltage rating and manufacturer's name permanently marked on outer covering at regular intervals. 4. No conductor carrying 120 volts or more shall be smaller than #12 AWG. E. Seismic Design and Anchoring of Electrical Equipment: 6 Ht The seismic anchorage of equipment: Seismic anchorage of mechanical and electrical equipment as required per Section 4-317(b) Part 1, Section 1632a and Table 16a -O Part 2 of Title 24. The anchorage details must be coordinated with the structural calculations and themanufacturers literature. The structural engineer C17Y DESCRIPTION OF REVISION DATE APPROM shall justify the strength aderi quace of supporting structure components. CITY 0"'F RA NCHO CUCAMONGA 1. Load is to be applied at the center of gravity of the part and to be in any direction horizontally. Design stresses shall be in Electrical Specdications accordance with .the Specifications for design of the American Institute of Steel Construction. Anchorage, support and/or Pacipc Electric Inland Empire Trail attachment of said prefabricated equipment to the structure shall be in accordance with the details found in the plans and Phase 4 Specifications. 2. All electrical equipment furnished under this Section of the T CADWE, AVENUE TO AMETYST AVENUE Specifications shall be permanently anchored to the floor or pads and shall withstand a lateral force equivalent to two times APPROVED BY DATE gravity minimum. CITY ENGINEER RCE 53672 3. The manufacturer and/or supplier of said equipment shall certify DESIGN 11EIrZD in writing to the Architect and the Office of Architecture and ly Construction of the State of California that this equipment complies with these Specifications. DRAWN KG CWR A9001mv E31 OF 17 CHECKED Sectrical Plentling - EingineerIng - Design - Studkm DRAWING No. 9540 Center Avem^ Suite 120 2240 - Pmcho Qmm=g% CA 917M (909) 948-27M PROJECT Sheet No. A -O of 15- r CUR EXIST. C & G cv �' CASE i# " CAB* SECTION CAE SIDEWALK A ®. a VARIES At LAN SECTION PFOUNDATION A DETAIL $'-0" ARM LENGTH 60"SEE "-" 48" "SIGN TAB" DETAIL V RAIL XIN i r r • :r r ARM TUBE SIZE BASE O.D. BACK CLAMP * .... Steel 1 48,000 psi minimum yield afterfabrication W/4 BOLTS * FLANGES (ASTM A-307) GENERAL NOTES SIGNAL POLE GENERAL NOT (CONT.` DIAMETER AT spec-ifac-a-ti-o—n— 24' ABOVE _ FINISHED GRADE 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE 1ST■ • E 3' 0.1 SIGNAL POLE HOLE IN CLAMP IIIn 1 " DIA. HOLE IN AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN CLAMP SUPPLIED TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. WITH A TYPE "F" 3" 8 -16UNC BLUNT _ + POINT TAPPING SCREW (PILOT HOLE TO BE FIELD THE SPECIAL PROVISIONS. DRILLED) NOTCH OR DRILL 1" DIA. HOLE FOR DRAINAGE W/GROMMET ' • IN POLE (FIELD DRILLED) CLAMP DETAIL 7• VEHICLE INDICATIONS SHALL E 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL ` CASE 1 2. TRAFFIC SIGNS STRIPES, MARKINGS AND LEGENDS PER CALIFORNIA UTCD* ' EXCEPT AS SHOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LQ. ° "" R CONFORM PAVEMENT LEGENDS TO CITY STENCILS. ` ' SECTION CAB. �- OF DOUBLE YELLOW LINE EFLCTOIZE ALL SIGNS, STRIPES AND LEGENDS. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS • O MEDIAN CURB FACE (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATION FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICETAIL AN SCHEDULING WELL SID AL 4 //� �� WORKS CONSTRUCTION, 200 EDITION. IN ADVANCE OF NEED, SEE STANDARD PLAN 407. w SIDEWALK p 0' 15 f 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THECONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL 5'X # 5'X8► 5X6'10 C5'X6C';�, 0 CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY O E THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED PLAN SECTION SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SU - "WHITE TURNING LANE LINE HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR %STRUCTURES Lia SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE THRU LANE ( UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT UTILITY COMPANIES PHONE NUMBERS ARE NOT SHOWN ON THESE PLANS. SOUTHERN CALIFORNIA EDISON CO. ', °, 10' ;� . OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIG (CONTACT Felipe Antillon--is®n) (909 357-6163 ,* • CA ii ii TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTORSOUTHERN CALIFORNIA GAS CO. (00 422--1 3 GA * cv LAYOUT. VE IZON (00) 422-4133 ` GTI .- " w PACTEL ($00) 422-4133 • `' :�- LANE LINE CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 . AND SEWER) SIDEWALK a(WATER THRU LANE w UNDERGROUND SERVICE ALERT ( 0) 422-4133 R tl77 CUR EXIST. C & G cv �' CASE i# " CAB* SECTION CAE SIDEWALK A ®. a VARIES At LAN SECTION PFOUNDATION A DETAIL $'-0" ARM LENGTH 60"SEE "-" 48" "SIGN TAB" DETAIL V RAIL XIN i r r • :r r ARM TUBE SIZE BASE O.D. i BACK CLAMP * .... Steel 1 48,000 psi minimum yield afterfabrication W/4 BOLTS * FLANGES (ASTM A-307) MATERIAL SPECIFICATIONS SIGNAL POLE DIAMETER AT spec-ifac-a-ti-o—n— 24' ABOVE _ FINISHED GRADE " R 4 R CLAMP .. 1 1/2- DIA. 1ST■ • E DEBURRED SIGNAL POLE HOLE IN CLAMP IIIn 1 " DIA. HOLE IN 3" CLAMP SUPPLIED 8 WITH A TYPE "F" 3" 8 -16UNC BLUNT _ + POINT TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) NOTCH OR DRILL 1" DIA. HOLE FOR DRAINAGE W/GROMMET IN POLE (FIELD DRILLED) CLAMP DETAIL i MATERIAL SPECIFICATIONS * .... Steel 1 48,000 psi minimum yield afterfabrication •. PLATES * FLANGES ASTM r #1. 1119 MATERIAL SPECIFICATIONS LONGITUDINAL ,ishall# o AWS D1.1 weld spec-ifac-a-ti-o—n— r, ** Hot dip galvanized per ASTM A-123 # # i #. i # i .. DESIGN CRITERIA 1ST■ • E . In accordance with the "Specification for tructural 'HARDWARE #ii of Highway Signs,1 and 1 1 1 r 1994 IIIn accordance wl e pecification for , Supports of High a ig so Luminares and •# Traffic Signals. CL ARA4— 3" RAD. (HOLD) AS REQ'D. " RAD. " 16 DIA. DRILL SIGN TAB DETAIL HORIZONTAL IISNS MAST ARM I q 4" LANE LINE OR " TURNING LANE LINE THRU OR RIGHT 10' TURN LANE r7 LOOP DETECTOR PLACEMENT REFER PLAN t1 DISTANCE TO ADVANCE DETECTORS • O Mini—Brac AB-01 21-29—NPT—ALO SIGNAL POLE) MAST ARM (ONE WAY /ONE OUTPUT) EMERGENCY VEHICLE DETECTORS 5' u) U.1 1f > "4 ,�yd Pore k , Y all x j. .�" 0 V. w.m tWilson _... .. : ..E,. a Route 30 w land Av A row Rt d tl� v d } z ® $C L. 1ff%Nfi1T%T"` M A rH NTS far .... Uj LEGEND DETAIL- affisawl, RI 0-6 Y C / SIGNAL PHASE DIAGRAM 02* 04 PED/BIKE 4 D *NOTE: PROVIDE LOGIC TO ALLOW 02 TO FLASH RED FOLLOWING 04 WALK HOIS r; I �I. VIHV (,l 2"C, 1 DLl 0 r SENSOR SCHEDULE � e SENSOR UNIT CHANNEL 2 POLE SCHEDULE TH W r E P 02(S) CONDUIT SIZE 2" 3" 3" --3" 2-3" w CONDUCTORS/CABLE 3 12 3 12 STANDARDPED-BIKE/HORSE 12 3 SIGNAL MOUNTING 12 < LUMINAIRE SIGN* PUSH BUTTON POLE LOCATION -- PHASE ARROW N®. TYPE HEIGHT SIG MA LUM MA HPSV LEGEND VEHICLE PED - 1 1 1 1 A 17-2-100 30' 20' 12' 250 W TRAIL XING 9300 - MAS SV -1-T SP -1 -CS 4 AS SHOWN ON PLAN B PPB POST 7' -- - - - - - - - 4 AS SHOWN ON PLAN C 1-A 7' - -- - - - - - TP -1 4 —► AS SHOWN ON PLAN D 17-2-100 30' 20' 12' 250 W♦ TRAIL XING 9200 ® - MAS SV -1-T. SP -1 -CS 4 AS SHOWN ON PLAN E 1-A 7' - - - - - - - TP -1 4 ----►- AS SHOWN ON PLAN affisawl, RI 0-6 Y C / SIGNAL PHASE DIAGRAM 02* 04 PED/BIKE 4 D *NOTE: PROVIDE LOGIC TO ALLOW 02 TO FLASH RED FOLLOWING 04 WALK HOIS r; I �I. VIHV (,l 2"C, 1 DLl 0 r SENSOR SCHEDULE � e SENSOR UNIT CHANNEL 2 3 4 TH W r E P 02(S) CONDUIT SIZE CON SIZE CONDUCTOR RUN 1 2 3 4 TH W CONDUIT SIZE 2" 3" 3" --3" 2-3" w CONDUCTORS/CABLE 3 12 3 12 3 12 3 12 3 12 < POLE UA 02, 04P, 04 PPB - -- - - -- - 1 1 1 1 POLE C 04P, 04 PPB - - -- - 1 1 1 1 1 1 < POLE UD 02, 04P, 04 PPB 1 1 1 1 Z 0 POLE E 04P, 04 PPB - -- 1 1 c v L.L cr TOTAL 1 L.1_ 2 2 1 1 4 02 LOOP DLC -- 1 1 2 2 V P 1 1 - 2 2 #6 120V SERVICE - -- - - 2 10 SAFETY LIGHTING 2 2 -4 4 CONSTRUCTION NOTES: (:D FURNISH AND INSTALL ECONOLITE ASC 3S 2100 CONTROLLER ASSEMBLY WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET. EXACT LOCATION TO BE DETERMINED BY ENGINEER. PROVIDE CABINET FOUNDATION AND PAD PER DETAIL ON SHEET 1. PLACE PULL BOX IN PAD AREA. OFURNISH AND INSTALL 120/240 VOLT TYPE III -BF SERVICE EQUIPMENT ENCLOSURE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT AND 30 AMP UNMETERED LIGHTING CIRCUIT PER CITY STANDARD PLAN 407. O FURNISH AND INSTALL SINGLE INPUT AND SINGLE OUTPUT EVP DETECTOR ON TOP OF MAST ARM PER DETAIL ON SHEET 1. O INSTALL DOUBLE FACED REFLECTORIZED STREET NAME SIGN O INSTALL SIGN AND POST PER CITY STANDARD PLAN 401-13, TYPE AS SHOWN. O MOUNT BICYCLE PPB ON POLES B AND C AT 40" HEIGHT. PPB TO HAVE R26D SIGNS. O INSTALL 2" CONDUIT WITH 2-#14 CONDUCTORS O INSTALL SIGN ON SIGNAL MAST ARM PER CITY STD. PLAN ES -6T. STRIPING NOTES: O1 PAINT 4" SOLID WHITE LANE LINE PER CITY STD. 133 O2 THERMOPLASTIC 12" SOLID WHITE LIMIT LINE AND CROSSWALK LINE O3 PAINT 2 -WAY LEFT TURN POCKET PER CITY STD. 133 4O PAINT YELLOW ISLAND NOSE O5 PAINT DOUBLE YELLOW LINE PER CITY STD. 133 O6 PAINT 4" WHITE EDGE LINE PER CITY STD. 133 7� PAINT 4" SKIP WHITE LANE LINE PER CITY STD. 133 O THERMOPLASTIC LEGEND AS SHOWN SANDBLAST A STRIPING REQUIRED Ill NEW STRIPING. 'No. 53672 W Exp. 06-30-09 civ%V OF 01 POLE SCHEDULE STANDARD SIGNAL MOUNTING PED-BIKE/HORSE LUMINAIRE SIGN* PUSH. BUTTON POLE LOCATION No. TYPE HEIGHT SIG MA LUM MA HPSV LEGEND VEHICLE PED PHASE ARROW A 17-2-100 30' 20' 12' 250 W,& TRAIL XING 9300 ■ - MAS SV -1-T SP -1 -CS 4 -♦— AS SHOWN ON PLAN B 1-A 7' - - - - - - - - 4 AS SHOWN ON PLAN C PPB POST 5' - - - - - - - - 4 —► AS SHOWN ON PLAN D 1-A 7' - - - - - - - TP -1 4 —► AS SHOWN ON PLAN E 17-2-100 30' 20' 12' 250 W,& TRAIL XING 9200 ■ - MAS SV -1-T SP -1 -CS 4 AS SHOWN ON PLAN F 1-A 7' - - - - - - - - 4 AS SHOWN ON PLAN G PPB POST 5' - - - - - - - - 4 —► AS SHOWN ON PLAN H 1-A 7' - - - - - - - TP -1 4 —► AS SHOWN ON PLAN • = MOUNT AT 6'-0" HEIGHT A= PROVIDE GLARE SHIELD FOR LUMINAIRE ■ = BLACK LETTERS ON YELLOW BACKGROUND *= SIGNS SHALL BE REFLECTORIZED IVN9 S J AND NON -ILLUMINATED J/ aviH 0 1-N-02 "' ( LLJ j/'�'� Ln Mi \ 22 22 \ I 2 2»C, 2 LT , 2°C, 2 #6 SIGNAL � R3-4 8 -.i- 5 LLJ / • 2 C 1 3 4 6E R10-6 5 � C \ 04P g 7 Is 7-- � 04P D 7 0 8 R3-4 V02 � 04P 2 11 � \ / 4 0 � 5 R10-6 22 22 o 2"C, 1 DLC Ln04 0 1-S-02 �- J" � I HEAD 'S -3 IGNAL � - s Al � I � SIGNAL PHASE DIAGRAM 02* 04 2 PED BIKE/HORSE I . s 1 f mmmmmmmm► ' 1 i= ri AM JERM 1 BY SCE) Iti II SENSOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR #1 1 _.._ 1-S-02 2 1-N-02 #2 1 EVP 02(S) 2 j EVP 02(N) COND TIHZEE CONDUCTOR RUN 1 2 3 �1 PAINT 4" SOLID WHITE LANE LINE PER CITY STD. 133. OTHERMOPLASTIC 12" SOLID WHITE LIMIT LINE AND CROSSWALK LINE. O PAINT 2 -WAY LEFT TURN POCKET PER CITY STD. 133 CONDUIT SIZE 2" 3" 3" O 2--3" -3„ w CONDUCTORS/CABLE 3 12 3 12 3 12 3 12 3 12 m POLE A 02, 04P, 04 PPB - -- -- -- - - 1 1 1 1 POLE D 4P2 4 PPB 1 1 <POLE H 04P2 04 PPB - - 1 1 1 1 1 1 POLE E 02, 04P, 04 PPB v FT u- < TOTAL 1 1 2T2 1 1 4 4 4 4 02 LOOP DLC 1 1 - 2 2 E V P - 1 1 2 2 120V SERVICE - - -- - #10 SAFETY LIGHTING - 2 2 4- CONSTRUCTION NOTES: O FURNISH AND INSTALL ECONOLITE ASC 3S 2100 CONTROLLER ASSEMBLY WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET. EXACT LOCATION TO BE DETERMINED. BY ENGINEER. PROVIDE CABINET FOUNDATION AND PAD PER DETAIL ON SHEET 1. PLACE PULL BOX IN PAD AREA. OFURNISH AND INSTALL 120/240 VOLT TYPE III -BF SERVICE EQUIPMENT ENCLOSURE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT AND 30 AMP UNMETERED LIGHTING CIRCUIT PER CITY STANDARD PLAN 407. O3 FURNISH AND INSTALL SINGLE INPUT AND SINGLE OUTPUT EVP DETECTOR ON TOP OF MAST ARM PER DETAIL ON SHEET 1. O4 INSTALL DOUBLE FACED REFLECTORIZED STREET NAME SIGN O5 INSTALL SIGN AND POST PER CITY STANDARD PLAN 401-13, TYPE AS SHOWN. 4 � O7 INSTALL 2" CONDUIT WITH 2-#14 CONDUCTORS O8 INSTALL SIGN ON SIGNAL MAST ARM PER CITY STD. PLAN ES -6T. } STRIPING NOTES: �1 PAINT 4" SOLID WHITE LANE LINE PER CITY STD. 133. OTHERMOPLASTIC 12" SOLID WHITE LIMIT LINE AND CROSSWALK LINE. O PAINT 2 -WAY LEFT TURN POCKET PER CITY STD. 133 ' 4O PAINT YELLOW ISLAND NOSE O PAINT DOUBLE YELLOW LINE PER CITY STD. 133 � O PAINT 4" WHITE EDGE LINE PER CITY STD. 133 O PAINT 4" SKIP WHITE LANE LINE PER CITY STD. 133 O THERMOPLASTIC LEGEND AS SHOWN SANDBLAST ALL CONFLICTING STRIPING AS REQUIRED FOR NEW STRIPING. } Na. A TYPE 17-2-100 STANDARD HEIGHT SIG MA 30' 0' LUMINAIRE LUM MA HPSV 12' 250 W P60"'L E SIGN* LEGEND TRAIL XING 7200 N S C H E D U L E SIGNAL MOUNTING VEHICLE PED MAS SV -1-T SP -1 -CS PED-BIKE/HORSE PUSH BUTTON PHASE ARROW 4 POLE LOCATION AS SHOWN ON PLAN B 1-A 7' -- - - - - - - _ 4 AS SHOWN ON PLAN C PPB POST 5 12 3 12 4 AS SHOWN ON PLAN D 1--A 7' - - - - - - - TP -1 4 AS SHOWN ON PLAN E 19--2-100 0' 25' 12' 250 WA TRAIL XING 7300 - MAS SV -1-T SP -1 -CS 4 AS SHOWN ON PLAN F 1-A 7' - - - - - - -- - 4 AS SHOWN ON PLAN G PPB POST 5 1 1 1 4 AS SHOWN ON PLAN aH 1-A 7' - - - - - - - TP -1 4 AS SHOWN ON PLAN MOUNT AT 1 BLACK" HEIGHT PROVIDE GLARE SHIELD FOR LUMINAIRE ON YELLOW BACKGROUND SIGNS SHALL BE REFLECTORIZED AND NON -ILLUMINATED �3 �TV DETERMIN��ICE) � n11n r`S IN n 1 1ni t SIGNAL PHASE DIAGRAM mz* 04 PED BIKE/HORSE PROVIDE O O ALLOW 0 FOLLOWINGFLASH RED 04 WALK SENSOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR #1 1 1—S-42 2 1—N-02 #2 1 EVP 02(S) 2 EVP 02(N) 2°C, 1 DLC (-5) W3 i WE COND SIZE CONDUCTOR RUN 1 2 4 TH W CONDUIT SIZE 2" 3" 3" 2_3'1 23„ CONDUCTORS/CABLE 3 12 3 12 3 12 3 12 3 12 w < POLE 02s 04P2 04 PPB — -- — POLE 04Ps 04 PPB 1 1 — -- — 1 1 1 1 < E POLE H 04P, 04 PPB 1 1 1 1 1 1 1 1 1 1 POLE E 02, 04P, 04 PPB 1 1 1 1 E v TOTAL 3 3 E 2 1 1 1 4 4 02 LOOP DLC 2 1 1 2 2 E V P 1 1 -- E 2 ##6 120V SERVICE — — — -- — ##10 SAFETY LIGHTING 2 2 -- 2 — CONSTRUCTION NOTES: O FURNISH AND INSTALL ECONOLITE ASC 3S 2100 CONTROLLER ASSEMBLY WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT INCLUDING ECONOLITE RS232 TELEMETRY MODULE AND IFS MODEL D19130SHR TRANSIEVER, 24 SMFO SPLICE TRAY IN A TYPE "R" CABINET. EXACT LOCATION TO BE DETERMINED BY ENGINEER. PROVIDE CABINET FOUNDATION AND PAD PER DETAIL ON SHEET 1. PLACE PULL BOX IN PAD AREA. O FURNISH AND INSTALL 120/240 VOLT TYPE III—BF SERVICE. EQUIPMENT ENCLOSURE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT AND 30 AMP UNMETERED LIGHTING CIRCUIT PER CITY STANDARD PLAN 407. 3O FURNISH AND INSTALL SINGLE INPUT AND SINGLE OUTPUT EVP DETECTOR ON TOP OF MAST ARM PER DETAIL ON SHEET 1. O4 INSTALL DOUBLE FACED REFLECTORIZED STREET NAME SIGN 5O INSTALL SIGN AND POST PER CITY STANDARD PLAN 401—B, TYPE AS SHOWN. O7 INSTALL 24 STRAND SINGLE MODE FIBER OPTIC CABLE IN 2 INCH CONDUIT O8 INSTALL SIGN ON SIGNAL MAST ARM PER CITY STD. PLAN ES -6T. O9 INSTALL 2" CONDUIT WITH 2—#14 CONDUCTORS 10 INTERCEPT EXISTING CONDUIT AND INSTALL FIBER OPTIC VAULT PER CITY STD 137. SPLICE NEW TO EXISTING FIBER OPTIC CABLE STRIPING NOTES: O1 PAINT 4" SOLID WHITE LANE LINE PER CITY STD. 133. 2 THERMOPLASTIC 12" SOLID WHITE LIMIT LINE AND CROSSWALK LINE. �3 PAINT 2—WAY LEFT TURN POCKET PER CITY STD. 133 O PAINT YELLOW ISLAND NOSE O PAINT DOUBLE YELLOW LINE PER CITY STD. 133 O PAINT 4" WHITE EDGE LINE PER CITY STD. 133 O PAINT 4" SKIP WHITE LANE LINE PER CITY STD. 133 O THERMOPLASTIC LEGEND AS SHOWN O PAINT 6" SKIP WHITE BIKE LANE LINE PER CALTRANS STD. A20D, DETAIL 39A 10 PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. A20D, DETAIL 39 SANDBLAST ALL CONFLICTING STRIPING AS REQUIRED FOR NEW STRIPING. SpFESSI w II kr4 4'�" rFG y 7 W Exp. 06-30-09 cr Rt-`' r DESCRIPTION REVISION ' CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL AND STRIPING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 413 BASE LINE ROAD AT INLAND EMPIRE TRAIL APPROVED rr••: - DATE: CITY ENGINEERi RCE: 53672 r PREPARED r r i r ` i OF RANCHO CUCAMONGA'l l 10500 CIVIC CENTER DRIVEIIAI*1111 RANCHO . 91730 • xEi � 1 ,�Mtl FMIL NO 2240 DWE FU NO r 1 ti :i - • rumNEVELOPER/OWNER p Id r7 LANDSCAPu. ARCHITECTURAL LANS CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 PACIFIC INLAND EMPIRE TRAIL 909-477-2740 PHASE 4 CONTACT: WALT STICKNEY VICINITY MAP GENERAL NOTES SHEET INDEX Uj > GENERAL NOTES: L-1 TITLE SHEET 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 'ONSTRUCTION PLAN THE CITY, L-2 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRI09 TO COMMENCING ANY WORK. A00"OK'S"'w"'I&E no"TION PLAN ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-3 L; IN I FiUL; BASE LINE ROAD 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE A "ON"Tr"m 00"TI'""I"N PLAN < IM t AS REQUIRED BY LAW. L 4 U li U U C 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO M A 0"NONS"FR"ICTION PLAN Cn WORKING DAYS PRIOR TO CONSTRUCTION, L 4A U z 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS I I E I < REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-5 CONS'I'RUCONTION wumm" "'AILS _j Uj 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE P O.W. UNLESS DETAILED CONSTRUCTIOl '!D STRUCTURAL CALCULATIONS HAVE BEEN z Uj APPROVED BY THE CITY ENGINEER. a: > L-6 I R' RIG 'Am TION PLAN > < & 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 WIDE FLAT AREA AT THE TOE OF IN < < SLOPE. N z 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS L-7 I R R lu" AT 10 N FjN OLA N < M ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 60 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF om' Ii P L A N 2 1: LEAF -OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS, MAINTENANCE SHALL INCLUDE Lool IRRIGATIuff _j MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE NECESSARY AL 0 FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING, AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION UJI M SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. < L -8A IRRIGATION PLAIN 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. NE0% wool A lt CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525. L-9 Ihorl"IGONATION MASkTERm1h' PLAN "ON A "m 10 N M A T E P LA Ii 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: IN a MONA • BETWEEN CITY -MAINTAINED TURF AND CITY -MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS L u&A I • BETWEEN CITY -MAINTAINED TURF AND ANY PRIVATE -MAINTENANCE - 8' WIDE X 61, 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 LIM N -6" WIDE X 6" DEEP CONCRETE HEADERS FOOTHILL BLVD IL 13. MEANDERING SIDEWALK LAYOUT, WHE9E SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AD ADJUSTED AS 0A IRR%IGATI"N DETA IL00% NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. L U 0 14, PUBLICLY -MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. L-1 I P0% L A N well = I N G P` L 'An ftNm • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR, • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. >ok 0 UJI < LM PLANTING PLAN >\ 0 1 0 leo LN ALL WORK WITHIN STATE RIGHT-OF-WAY SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. E IF < SPECIFICATIONS. SHOULD A CONFLICT ARISE BETWEEN THE CONTRACT PLANS, SPECIFICATIONS AND/OR DETAILS PREPARED BY THE PERMITTEE, THE STATE'S 3A rw%LANTI'L W < STANDARD SPECIFICATIONS SHALL GOVERN AS DETERMINED BY THE STATE'S REPRESENTATIVE. L N N > >---ARROW RTE El A L ra -0- _Uj 1 e% D Pon 0"m"a I L roll CC z N.T.S. L 14 PLANTIINu Ll/ -\l 0 %,-- S' w P` E " 0 N I ffil I tN A T 10 w% 10"N' r N om -A 5 1 rm% I G A "I'llili'mm"I OL L hrl A I N 11- W Imll Ol A I N ON 0"' E I 0""lu" AT I 10IIN00" M A I N T E IKNA N 0 U�% E rh" E z0:3 Ir - m. - w 0% ue"w % 1KN" Sl w bmk I L I T %yi M A Pw & UV U ffh-ftEUtm%LA1MEpU0'w' WATIEFift ufNENEHAL NONTIEZOE%) L-1 6 PLANTIOL OA 0 CD U uONI OLTAIN41TZ'") LMD AREA RECYCLED WATER GENERAL NOTES C0 'K 1 ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE AND MARKED RECYCLED WATER. ... CIVIL EN INEER. REFER TO SHEETS L-4, L-8 AND L-13 2� ALL VALVE BOXES MUST BE PURPLE AND MARKED RECYCLED WATER, THE COMPLETE BOX TOP AND BOTTOM, .......... I-_ t%.. ARCH ITECTU RE Uj 1 ALL SHUT OFF VALVES, CONTROL VALVES, REGULATOR VALVES, STRAINERS AND ALL RELATED RECYCLED WATER MATERIALS MUST BE MARKED OR :2 TAGGED RECYCLED WATER DO NOT DRINK ON ONE SIDE AND IN SPANISH ON THE OTHER SIDE, DAN GUERRA & ASSOCIATES < 4. CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED, SITE PLANNING SEE IRRIGATION MASTER PLAN 5, IRRIGATION CONTRACTOR MUST SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION. 10271 -13 TRADEMARK STREET M) F D RME F FE E S 6. CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS, SHEET L-9 AND L -9A A 7. QUICK COUPLERS TO bL- ACME THREAD TYPE AND MARKED RECYCLED WATER, 10221-A Trademark Street RANCHO CUCAMONGA CA 91730 TEL (909) 987-4306 8. QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY, Rancho 9 ABSOLUTELY NO HOSE BIBS OF ANY KIND HOOKED UP TO RECYCLED WATER, anco Cucamonga, CA 91730 FAX (909) 941-1528 10, ON LANDSCAPE LINE INSTALL TEMPORARY RP BACKFLOW DEVICE PER CVWD STD. DRAWING #111 WITH A STRAINER UPSTREAM OF BACKFLOW AND A ACME -7-7 Tel (909) 484-2800 THREAD QUICK COUPLER FOR RECYCLED WATER 2FT, DOWN STREAM OF LAST ELBOW, IN A PURPLE VALVE BOX MARKED RECYCLED WATER, Fax (909) 484-2802 LMD AREA 11. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES SHALL BE 1 OFT. AND THE VERTICAL DISTANCE SHALL BE 1 FT. REFER TO SHEETS L -3 L-7 AND L-12 0 12, IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC WATER LINE, RECYCLED LINE MUST BE SLEEVED AND EXTEND 5FT, ON BOTH SIDES OF PIPE, , o/11 13, SUBMIT 1 -HARD COPY ANDCOPY OF IRRIGATION PLANS TO CVWD WITHWING #402 AND THIS GENERAL NOTE ON THE TITLE PAGE, ANDSHOWING A MINIMIUM OF 1 OFT. SEPARATION FROM IRRIGATION TO POTABLE SERVICESRichard Krumwiede 0/0 14, TYPE K COPPER OR BRASS PIPE FROM METER TO 3FT. PAST PROPERTY LINE WITH REGULATOR AND ACME THREAD QUICK COUPLER INSTALLED, CA Lic. #2B34 AZ Lic, # 29115 15, ABSOLUTELY NO LOOPED IRRIGATION SYSTEMS, ONE SERVICE ONE SYSTEM, NV Lic. # 446 16, PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. 17. PRE -CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF IRRIGATION, BAS E ........... CA . ....... . . . . ALL IRRIGATION EQUIPMENT AND INSTALLATION PRACTICES SHALL ADHERE TO CVWD AND THE CITY'S CURRENT RECLAIMED WATER NOTES, STANDARD DRAWINGS AND SPECIFICATIONS. 0 000 AWl CITY DESCRIPTION OF REVISION DATE APPROVED 0 LANuSCAFFmwAE QN'U'A INIIIIIIITITIES 1;vor 0 SEE IRRIGATION MASTER PLAN CITY OF RANCHO CUCAMONGA LMD LANDSCAPE SUMMARY SHEET L-9 AND L -9A A00*41 TOTAL SQUARE FOOTAGE53,357 SF U TOTAL ACRES 1,2 Acres PA C"IFI INLA EMPIRE TRAIL > LMD AREA LANDSCAPE AREA 43,254 SF PHASE 4 IRRIGATION AREA 31,370 SF RE FER TO SHEETS L-2, L-6 AND L-1 1 HARDSCAPE AREA (COBBLE AREA) 11,884 SF 10, 103 SF LU BIKE TRAIL AND MULTI - PURPOSE TRAIL ............ TITLE SHEET HELLMAN AVENUE QTY, SIZE AMETHY SLAVENUE QTY. SIZE ".4 APPROVED BY: DATE: &/,I ol PL, TREES TREES Az -7 CITY ENGINEE RCE No. 53672 SEE IRRIGATION MASTER PLAN y1rumt.'. nk 1pshkentensis NCN 21 EA 24" box Chitalpa tashkentensis NCN 6 EA 24" box p.'Pink Dawn' CO DESIUN RE ED -9A 'PDawn' CP DR ARCHILANDSCATERRA PE DARCHITESIGN TURC?UP P >10,00,01 M CE < SITE PLANNING Lid BASELINE AVENUE QTY. SIZE GROVE AVENUE ii SIZEigna ure DRAWN 10221 -A TRADEMARK STREET SHEFIT > TREES TREES 31 10 RANCHO CUCAMONGA, CA 91730 0 LMD AREA (909) 484-2800 FAX: (909) 484-2802 cc N.T.S. Chitalpa tashkentensis NCN 16 EA 24" box Chitalpa tashkentensis NCN 7 EA 24" box Date JLP/DR L-1 —OF 21 ER TO SHEETS L -4A, L -8A AND L -13A 'Pink Dawn' 'Pink Dawn' CHECKED RLA NO.. 2834 DRAWING NO. T F0 F C PPNk, JRC/JLP DATE 05/07/09 JOB NO. 0823 2240-L PROJECT Sheet No. 45 of 65 irmrm�l z lilt, 10 A& pi q911 , m , _@ O lawma1*900 A_ 1, ! M 12 4 1111II�Iir u"ONSTRUCTION NOTES 1 CONTRACTOR SHALL PROCEED WITH CONSTRUCTION AS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN, SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION 1 yr ARCHITECT AND rlCTOR SHALL ASSUMERESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION, 2. • GRADING, r y. SEE CIVIL ENGINEERS GRADING PLAN, CONTRACTOR SHALL BE RESPONSIBLE FOr MAKING FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED r► O DAMAGE AND REPLACEMENT CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED, r s TO IRRIGATION PLANS. 5. CONTRACTOR SHALLRESPONSIBLE Or ANY OR y r SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 6. CONCRETE SURFACES lFORMED WITH LONG, SMOOTH GRADIENT REDUCE DIPS, ABRUPT CHANGESAND SHARP ry 7. ALL CURVILINEAR WALKS,CURBS, MOWSTRIPS, r WALLS SHALLHAVE t CONTINUOUS SMOOTH CURVE WHERE APPLICABLE, ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE i, FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS I� 0303,AND 411 1 AS r' i •SECTIONS RELATED INSTALLATION, ■■ y ■ POST INSTALLATION s CONCRETE MATERIALS, LABOR, AND 1 • 1 EXISTING MASONRY BLOCK WALL/PILASTER, PROTECT IN PLACE. INSTALL COBBLE PAVING. SEE DETAIL A (CITY STANDARD 542), SHEET L-. CITY SIDEWALK PER CIVIL ENGINEER'S PLANS. INSTALL TRAIL l ENTRY PILASTER yr LOCATION r ■ CIVIL • PLANS, SEE CITY SPECIFICATIONS rr TYPE AND •UCTION DETAIL, PILASTER WHERE OF AMETHYST STREET CD INSTALL LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY. SEE DETAIL B (CITY STANDARD 542-A), SHEET L-5. A-36" B - 24" C -1 V" (D RAMP PER CIVIL ENGINEER'S PLANS. CURB AND D.G. MULTI-PURPOSE TRAIL PER CIVIL ENGINEER'S PLANS. SEE TAIL D (CITY STANDARD 1001), SHEET L-5, PROVIDED FOR REFERENCE ONLY, EXISTING CURB AND GUTTER PER CIVIL ENGINEER'S PLANS, INSTALL 6" WIDE CONCRETE HEADER. SEE DETAIL G (CITY STANDARD 534), SHEET L-5. 10 PROPOSED CONCRETE BIKE TRAIL PER CIVIL ENGINEER'S PLANS. 11 TRAIL GATE AND STEP THROUGH PER CITY STANDARD PLANS, REFER TO CIVIL ENGINEER'S PLANS. 12 TRAIL SIGNAGE PER CIVIL ENGINEER'S PLANS. 13 FALLOW AREA, REFER TO CIVIL ENGINEER'S GRADING PLANS, 14 EXISTING RETAINING WALL. PROTECT IN PLACE. 15 - 4 RAINAC -E&TIN EA . t 16 EXISTING AMENITIES - SIGNAGE TABLE, TRASH RECEPTACLE, DRINKING FOUNTAIN, HORSE TIE AND UTILITY BOX, PROTECT IN PLACE, 17 EXISTING MONUMENT. 13 EXISTING UTILITIES, CONTRACTORS SAFETY CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALLTIMES UNTIL THEPROJECT HAS BEEN COMPLETED, CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, WARNING CONES, BARRICADES, r PERSONAL, AS REQUIRED, BASELINE AVE J//////r m _. PROJECT R O '' i 1D EXISTING MASONRY BLOCK WALUPILASTER. PROTECT IN PLACE. INSTALL COBBLE PAVING. SEE DETAIL A (CITY STANDARD 542), SHEET L-5. �1 CITY SIDEWALK PER CIVIL ENGINEER'S PLANS. WHEREINSTALL TRAIL ENTRY PILASTER LOCATION PER CIVIL ENGINEER'S PLANS, SEE CITY SPECIFICATIONS FOR TYPE AND CONSTRUCTION DETAIL, EXISTING PILASTER - OF AMETHYST STREET `� `' / INSTALL LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY, SEE DETAIL B (CITY STANDARD 542-A), SHEET L-5. A-36" B-24" C -18" RAMP PER CIVIL ENGINEER'S PLANS, CURB AND D.G. MULTI-PURPOSE TRAIL PER CIVIL ENGINEER'S PLANS, SEE DETAIL (CITY STANDARD 1001), SHEET L-5, PROVIDED FOR REFERENCE ONLY, Q EXISTING CURB AND GUTTER PER CIVIL ENGINEER'S PLANS. 1`1 INSTALL 6" WIDE CONCRETE HEADER. SEE TAIL C (CITY STANDARD 534), SHEET L-5. 10 PROPOSED CONCRETE BIKE TRAIL PER CIVIL ENGINEER'S PLANS, 11 TRAIL GATE AND STEP THROUGH PER CITY STANDARD PLANS. REFER TO CIVIL ENGINEER'S PLANS, 12 TRAIL SIGNAGE PER CIVIL ENGINEER'S PLANS. 13 FALLOW AREA, REFER TO CIVIL ENGINEER'S GRADING PLANS, 14 EXISTING RETAINING WALL. PROTECT IN PLACE, 15 EXISTING DRAINAGE, PROTECT IN PLACE. 16 EXISTING AMENITIES - SIGNAGE TABLE, TRASH RECEPTACLE, DRINKING FOUNTAIN, HORSE TIE AND UTILITY BOX, PROTECT IN PLACE. 17 EXISTING MONUMENT, 1$ EXISTING UTILITIES. CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE ` AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED. CONTRACTOR SHALL AV`ENUE_ _ PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, WARNING CONES, ® BAS EL I N E_ BARRICADES, SECURITY PERSONAL, ETC., AS REQUIRED, s .. f i Underground Service Alert PROJECT Sheet No. 47 of 65 1-800 42"k 2 13 r y kj 0 Q0 r CONSTRUCTION LEGEND iO EXISTING MASONRY BLOCK WALL/PILASTER. PROTECT IN PLACE, O INSTALL COBBLE PAVING, SEE DETAIL A (CITY STANDARD 542), SHEET L-5. O CITY SIDEWALK PER CIVIL ENGINEER'S PIANS, O4 INSTALL TRAIL ENTRY PILASTER LOCATION PER CIVIL ENGINEER'S PLANS, SEE CITY SPECIFICATIONS FOR TYPE AND CONSTRUCTION DETAIL, EXISTING PILASTER WHERE NOTED (WEST SIDE OF AMETHYST STREET ONLY) INSTALL LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY. SEE DETAIL B (CITY STANDARD 542-A), SHEET L-. A-36" B-24" C-18" RAMP PER CIVIL ENGINEER'S PLANS, CURB AND D.G. MULTI-PURPOSE TRAIL PER CIVIL ENGINEER'S PLANS. SEE TAIL D (CITY STANDARD 1001), SHEET L-5, PROVIDED FOR REFERENCE ONLY. lam' EXISTING CURB AND GUTTER PER CIVIL ENGINEER'S PLANS, INSTALL 6" WIDE CONCRETE HEADER. SEE TAIL C (CITY STANDARD 534), SHEET L-5. 10 PROPOSED CONCRETE BIKE TRAIL PER CIVIL ENGINEER'S PLANS, 11 TRAIL GATE AND STEP THROUGH PER CITY STANDARD PLANS, REFER TO CIVIL ENGINEER'S PLANS, 12 TRAIL SIGNAGE PER CIVIL ENGINEER'S PLANS. 13 FALLOW AREA. REFER TO CIVIL ENGINEER'S GRADING PLANS, 14 EXISTING RETAINING WALL, PROTECT IN PLACE. 15 EXISTING DRAINAGE, PROTECT IN PLACE, 16 EXISTING AMENITIES - SIGNAGE TABLE, TRASH RECEPTACLE, DRINKING FOUNTAIN, HORSE TIE AND UTILITY BOX, PROTECT IN PLACE, 17 EXISTING MONUMENT, 18 EXISTING UTILITIES. CONTRACTORS SAFETY NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE AT ALL TIMES UNTIL THE PROJECT COMPLETED. CONTRACTOR r jt SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE, WARNING CONES, BARRICADES, SECURITY PERSONAL, ETC., AS REQUIRED, z 0 A ff-IROJECT Sheet No. 48 of 6 Underrmround Service Alert J ■ j �+ �+ r r l a' r rr, r r�r�r � �■ yr A' 1-800 FOR NOTES AND LEGENDS, SEE SHEET L-2 / \ FOR CONSTRUCTION DETAILS, SEE SHEET L-5 422-4133 FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-16 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L -8A TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L -13A SCALE: 1" = 20' • PROJECT Sheet No. 49 of 65 CASE 1 MORTAR EVEN WITH FLAT SIDE UP CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE, 101. COBBLESTONE SIDEWALK A 44 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 3-1/2" MINIMUM CONCRETE BED CASE 3 6" fa— 24" 6" la— MORTARED STONE SWALE _L2" MAX, DEPTH 4" T 4" CONCRETE BED CONCRETE CURB COBBLESTONE BENEATH COBBLE W/#3 BAR Z Z: 0 :5 2' MIN. /4'MAX. RAD. a- CURB & GUTTER SEE DETAIL FOR cc 6" PCC MOW CURB Cf) U -i END CONDITION IL PER CITY STD, 534 6" PCC MOW CURB PER CITY STD 534 PLANTER COBBLESTONE AREA HARDSCAPE -4 SIDEWALK HARDSCAPE =, JOIN AT RIGHT ANGLES (TYP.) TMIN, f 4' MAX. RAD, 24° EXISTING CURB NOTES: OR WALK 1 , CONCRETE CLASS 520-D-2500, END CONDITION 2, ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: BOULDERS: MAX. 30'1- MIN. 1'6" COBBLESTONES: MAX, 18" - MIN. 6" WITH ONE FLAT SIDE 3, BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D'MORTAR. 1 PART CEMENT TO 2-2/1 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE, (NO "DRY -PACK" IS ALLOWED) 5, A SAMPLE AREA, MIN. 40 SQ, FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING ROCK WORK, 6. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR, 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 8. ALL COBBLE STONE AREAS SHALL HAVE 6`x6" CONCRETE HEADER AS AN EDGE AT PLANTING, 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2% MIN. AT ALL TIMES WITHIN THE R.O.W. APPROVED BY: CITY U"F RANCHO CUCAMONGA, CALIFORNIA RIVER WASHED GRANITE STANDARD PLAN COBBLESTONES 542 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF I lur 6010-ITAW M 0 UNDISTURBED NATIVE SOIL BOULDER SIZE AND Z LOCATION PER PLAN 1/2" POLY -FOAM . EXPANSION JOINT W 1/2" RADIUS ADJACENT HARDSCAPE REFER TO PLAN NOTES: 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB -GRADE AS SHOWN, PLACE BEFORE FORMING CONCRETE PAVING. LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION, 2.1/2" POLY -FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER, SEE CONSTRUCTION PLAN. 4.90% COMPACTED SUB -GRADE. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: BOULDER PLACEMESTANDARD PLAN NT 542-A CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC CONSTRUCTION R.C.E. 24953 SHEET I OF I BuuLD""'ER PLAC"""EMENT 01 SCALE: 1/2" ® V-011 D.G". MULTI-PURPOSE TRAIL NOTE CONCRETE HEADER A9 SHOWN FOR REFERENCE ONLY, TRAIL CONSTRUCTION PER CIVIL PLANS. SCALE: N.T.S. SCALE: N.T.S. SCALE: rROJECT Sheet No. 50 of 65 1. VERTICAL GRADE: The following grades shall be observed: 0.-5% optimum 10% maximum for distances over 500 feet. 15% maximum for distances limited to 500 feet or less. 20% maximum permitted only in extreme cases and for short distances under 100 feet, and only in cases where no vehicle access is to be expected. 2. CROSS SECTION: 2-4% optimum, 6% maximum in approved location only. 3. DRAINAGE: Where trail gradient exceeds 4%, water bars, splash curbs or other diversionary devices may be required. Location of drainage devices to be reviewed and approved by the Trails Advisory Committee. Decomposed granite stabilizer shall be used. Stabilizer shall be from Gail Materials, Inc. or approved equal. CONCRETE HEADER -1/2" RADIUS EXPOSED EDGES AND FINISH PER PLAN 4. SIDE SLOPE CUTS and FILL: 2:1 maximum; 2% maximum between curb and trail. 1 IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 5:1 max. turf & 3:1 max. shrubs/ground cover behind trail. Occasional slope 2" IN PLANT BED CROSSINGS) variations will be considered on a case by case basis and will require approval by the City Engineer. 611 OR 811 "' U"' FINISH GRADE 5. SURFACING: Trail surface shall be stabilized decomposed granite with 4 inch minimum SEE NOTE 2 FOR D.G. OR COBBLESTONE base. Remove rocks and debris and grade surface smooth. Stabilized d.g. is available r F.S. SHALL BE 1/4" - 1/2" ABOVE from Gail Materials (909) 279-1095 or approved equivalent. Stabilizer organic binder shall be incorporated with granite fines by the use of a pug mill to insure proper ration VA*VAV, . . TOP OF CONCRETE HEADER of stabilizer to granite fines. For each 2" lift, evenly spread the material over the area, AV'Ar 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 finished surface sufficient time to dry. On the side to which the water drains, build up the 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. #3 RE -BAR CONTINUOUS 6. CLEARANCE: All trees shall maintain a 10 foot minimum clearance. Adequate sight (UNLESS OTHERWISE INSTRUCTED) distance to be maintained at all intersections and drive approaches. Fence line shall end 10 feet back of the B.C.R. or E.C. R. in 20 foot easements. In smaller easements, determination should be made case by case. Fence line shall end 5 feet back from the top of the "X" at drive approaches. Adequate access to utilties should be maintained. Fence line shall end 2 feet to either side of fire hydrant and 1 foot to either side of any street light or utility pole. 7. FLOOD and DRAINAGE CHANNEL CROSSING: Where trail must cross existing or proposed drainage channels, the continuity of the trail shall be maintained by the construction of an appropriate crossing such as a bridge, ramp way, culvert etc. Wood or transverse "medium broom" finish concrete shall be used to prevent slipping (no metal surfaces permitted). Natural streambed crossings should be left as natural as possible. 8, TRAIL ENTRANCE: Trail entrances shall be designed to provide for equestrian, pedestrian/hiking use and shall discourage motor vehicle and motorcycle access, except Local Feeder Trails shall provide one or more means of unobstructed vehicular access for service vehicles. Access locations subject to approval by the Trails Advisory NOTES: Committee. Refer to standard drawings for barriers and signs. Where there is no barrier, the trail should be posted. 1, PROVIDE SCORE JOINTS AT 10'-0" O.G. AND 3/8" EXPANSION JOINTS AT 20'-0" O.C. 10. CONCRETE APRONS: For drive approaches at trail entrances or at drainage crossings, 2.8" WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY -MAINTAINED concrete aprons shall be a transverse "medium broom" finish. TURF. 11. CONCRETE HEADER: Concrete header shall be 6 inch per City Standard between trail and 3. CONCRETE TO BE 520-C-2500 MIN, all other abutments. 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE 12. SPECIAL NOTES: Most Regional Trails follow existing or planned flood control facilities TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND CI constructed by the San Bernardino County Flood Control District and Army Corps of GROUNDCOVER AREAS. Engineers. Therefore, any construction within their rights-of-way requires review and approval by those agencies and is subject to their standards and policies. rn 13. Landscape areas which would otherwise drain to trail shall be required to 0 C� L collect/dispose of water through area drains. CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY:TE CONCREHEADER STANDARD PLAN APPROVED BY: TRAIL NOTES STANDARD PLAN 534 LU U) 1001 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET I OF 1 > 1 W ITY ENGINEER ryrR r. F DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 D.G". MULTI-PURPOSE TRAIL NOTE CONCRETE HEADER A9 SHOWN FOR REFERENCE ONLY, TRAIL CONSTRUCTION PER CIVIL PLANS. SCALE: N.T.S. SCALE: N.T.S. SCALE: rROJECT Sheet No. 50 of 65 AM 10111111061409 1-800 w221 / IRRIGATION NOTES: 1. NEW WATER METER PER PLAN), y , PROVIDED BY CVWD, IS REQUIRED j ALL POINTS OF i i CONTRACTOR SHALLf ARRANGEMENTS y ■y ALL i FOR THE INSTALLATION OF f NEW WATER METER, HOT TAP, SERVICE CONTACTf f VALLEY WATER DISTRICT it COSTS AND INSTALLATION r■i TYPICAL2. POINTS OF i iN CONSIST OF f NEW WATER METER, FOLLOWED BY f PRESSURE REGULATOR REQUIRED), D BY BACKFLOW"PREVENTION DEVICE,i i 1 BY A FLOWMETER, FOLLOWED f MASTER VALVE,ALL i PER PLAN. f ALL i PER STANDARDS AND ■ f iNS, MANUFACTURERS'RECOMMENDATIONSAND i f, CODES.ACTUAL LOCATION OF i ■ O BE AS DIRECTED OfREPRESENTATIVE OF 3. BACKFLOW PREVENTION DEVICE SHALL INSTALLED ACOAST GUARD SHACK ENCLOSURE, AND f BE INSTALLED PARALLEL TO THE STREETAND SCREENED WITH SHRUBS' POSSIBLE. i THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES,i PAVED AREAS ARE FOR DESIGN CLARIFICATIONONLY AND fLL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID CONFLICTS r■ r SYSTEM, WALLS,STREET SIDEWALK, AND EQUIPMENT, y ARCHITECTURAL j r 5. CONTRACTOR aVERIFY ALL iNDITIONS AND DIMENSIONS SHOWNON AT PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALLBE REPORTED FOR DIRECTION Df TO THE CITY, • THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF ALL UNDERGROUND PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY i• THE REPAIR/REPLACEMENT, , NO COSTTO THE FOR ANY DAMAGE OF ,`D UNDERGROUND , 7. CONTRACTOR SHALLAND ADALL r■HEADS AND f it OPTIMUM COVERAGE MINIMALOVERSPRAY ONTO WALKS,WALLS,fLL INCLUDE THE SELECTION INSTALLATION OF f PRESSURE COMPENSATING NOZZLE• (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 8. WHEN VERTICAL OBSTRUCTIONS (FIHYDRANTS,' TREES, INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS if_ TOii PROPER COVERAGE, CONTRACTOR ADJUST THE SPRINKLER SYSTEM BY INSTALLING QUARTER OR HALF CIRCLE SPRINKLER 'D ON fCH SIDE OF OBSTRUCTION i' O AS TO PROVIDE iii• • COVERAGE. l ADJUSTMENTS fD AT i ADDITIONAL i TO THE CITY. • INSTALL FOUR r,is ORANGE i ALONG • OF f TO THE FARTHESTREMOTE CONTROLf ` OR QUICK i' ' VALVE is EACH BRANCH,PIGTAIL f ORANGE WIRE AT i r INSTALL TERMINAL ■ rIN ENCLOSURE it IRRIGATION WIRING. r IRRIGATION SYSTEM ISBASED UPON j MAXIMUM OF OF WATER ■ PER WEEK i AND 2 INCHES OF WATER■ PER (GROUNDCOVER/SHRUBS)APPLIED it 8 HOURS y DAYS yWEEK BETWEEN THE i'• rr P.M.TO rr A.M. ONLY ONE f PER CONTROLLER SHALLOPERATE j, 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS i AT f POINT OF i iN. THE MAXIMUM DEMAND iGALLONS . PER MINUTE IS AS i D. THE IRRIGATION CONTRACTOR VERIFYSHALL AVAILABLE WATER PRESSURE AT SITE PRIOR TO THE START OF INSTALLATION. f i fNGES SHALL BE BROUGHT i THE ATTENTION OF 12. AUTOMATIC i R r TO BE +: it -48 INSTALLED WITHIN j STRONGBOX SB-16SSAND r,r fMETEREDi r MPE-A16-10K. ANTENNA ri■ INSTALLATION TO BE PROVIDED BY THE CITY. THE CONTRACTOR f PROVIDE j TRANSIENT PROTECTION :ifiD WITHIN ENCLOSURE.OPERATIONAL PRIOR TOCITY'SACCEPTANCE. f i f i OFTHE ENCLOSURETO BE AS DIRECTED r - y REPRESENTATIVEOF 13, THE CONTRACTOR Sf i. CONDUIT r FOR THE CONDUCTORS AND f BE RESPONSIBLE it POWER HOOK-UP FOR ' IRRIGATIONi wi r ELECTRICAL CONDUCTORS D METER TO BE PROVIDED BY iiRD , AND PAID FOR BY THE DEVELOPER, I. ALL ■■ ■ HEADS SHALL B, PERPENDICULAR ■r.:yr ...i FINISH GRADE OF 1■f ir::.. IRRIGATED rfD UNLESS OTHERWISE DESIGNATED i, E PLANS, 15. ALL POP-UP ■ SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOPi r■ • HEADIS 1/4" fiFINISHED ilk' SYM° MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P. VI - 3/411 �xr :rrr,����4 1114" ; r_ ' ::: ,���� •'"��rr RAINBIRD 1812-NP-SAM-PRS-5QPOP-UP-SPRAY D HEA 5 .10 3 UjIN �.R F. 11.3 >:>FEB] >: a RAINBIRD 1812 -NP -SAM -PRS -5H POP -UP -SPRAY HEAD 5 .20 3 '-` r RAINBIRD 1812 -NP -SAM -PRS -5F POP -UP -SPRAY HEAD 5' .40 3 XER. REF. 11.5 ���� :. � �° 3/4" � �� 'y Nil LJJ ' RAINBIRD 1812 -NP -SAM -PRS -EVAN POP -UP -SPRAY HEAD 6 .40 3 ...:. r:.....: v RAINBIRD 1812 -NP -SAM -PRS -8 POP -UP -SPRAY HEAD ' >:.. :. 3/4CC S Q8 .30 3 ...... RAINBIRD 1812 -NP -SAM -PRS -8H POP -UP -SPRAY HEAD 8' .50 3 3/411 RAINBIRD 1812 -NP -SAM -PRS -8F POP -UP -SPRAY HEAD 8 1.00 3 , 11/4" 3/4 * r RAINBIRD 1812 -NP -SAM -PRS -$VAN POP -UP -SPRAY HEAD $' 70 3 t F f y/ RAINBIRD 1812 -NP -SAM -PRS -10Q POP -UP -SPRAY HEAD 10' .40 3 ' RAINBIRD 1812 -NP -SAM -PRS -10H POP -UP -SPRAY HEAD 101.80 3 IN N RAINBIRD ' ` f. 11/2 1812 -NP -SAM -PRS -10F POP -UP -SPRAY HEAD 10 1.60 3 3/4 3i4;' '% tiuy. RAINBIRD 1812-NP-SAM-PRS-10VAN POP -UP -SPRAY HEAD 10' 80 3 R :..: 3/411 3'°` RAINBIRD 1812 -NP -SAM -PRS -12Q POP -UP -SPRAY HEAD 12' .70 3 :,. I . 4�'S f Art • 'at MW 5&v m rr,vrr vrr vrr vrr wr*m vrr wfvr.°.vrwr*.w" 3/4° 3i4" 314° 314„ RAINBIRD 1812 -NP -SAM -PRS -12H POP -UP -SPRAY HEAD 12' 1.30 3 ' . 3/4" 11/2° 1„ ` ', r............ RAINBIRD 1812 -NP -SAM -PRS -12F POP -UP -SPRAY HEAD 12' 2.60 3 3/4' 3/4" 11/2° 3/4 ®�`f .FrJ MAINLINE I RAINBIRD 1812-NP-SAM-PRS-12VAN POP -UP -SPRAY HEAD 12' °70 3 , 3/4" / , ` 3/4" ;,° ,: ' CONTRACTOR TO COORDINATE WITH CITY'S REPRESENTATIVE, CIVIL AND , 3 4 ` RAINBIRD 1812 -NP -SAM -PRS -15Q POP -UP -SPRAY HEAD 15 .90 3 314 3/4° 11/2" ;� R 3 ELECTRICAL ENGINEER FOR FINAL LOCATION OF MAINLINE. MAINLINE : SHALL BE LOCATED ON OPPOSITE SITE OF ELECTRICAL CONDUIT. <,. RAINBIRD 1812 -NP -SAM -PRS -15H POP -UP -SPRAY HEAD 15' 1.90 3 .r 3/4" r � MAINLINE SHOWN IN HARDSCAPE FOR GRAPHIC CLARITY ONLY, TO BE 3/4 3/4 ............... ._..: f f`°�,` RAIL, D.G. RAINBIRD 1812 -NP -SAM -PRS -15F POP -UP -SPRAY HEAD 15' 3.70 3 `�' INSTALLED WITHIN PLANTER AREA OUTSIDE OF BIKE T WALK .::._._....: r, „ " AND COBBLE WHERE POSSIBLE, /4 3 ::::::::;. :::;`:::' 1 2 WIRE SLEEVE ' f RAINBIRD �� AIN IRD -1812-NP-SAM-PRS-1P P- _ VAN P PR D 5 O U S AY HEA 1 5 .9 3 /4 a 3 /4 1 f 3 1 4 MAINLINE SLEEVE ....�.'.. 1 TOR NST PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO NOTES: ' 11/4" r 112" I PROVIDE 00% COVERAGE TO REDUCE OVERTHROW ONTO WALLS, WALKS AND STRUCTURES. ..::.v .. ............................ 314°....:..:.. :... 1fi12".... 3/4° ' ' EQUIPMENT 4" 3/4" Res 3/4" _ € f P.O.U. MAINLINE EXTENDING TO VALVES AS SHOWN ON PLAN CONTROLLER a ELECTRICAL METER - E ENCLOSURE MAINLINE EXTENDING 11/4" MASTER VALVE ACROSS HELLMAN AVE. TO VALVES ON 1"FLOW METER EAST SIDE OF STREET 11/2" REDUCED PRESSURE BACKFLOW DEVICE S EXISTING 6" WATER 11/2" BALL VALVE M SERVICE LINE 11/2" PRESSURE REGULATOR HOTTAP PER 11/2" WYE STRAINER CVWD STD. 11 A NEW 11 /2" WATER METER W/ 2" SERVICE PER CVWD STANDARDS 2 AND 2A -CONTROLLER'A'VALVES 25 A5 26 rA9" ' ' 067 PF S•1• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STATIC WATER PRESSURE: P.S.I.120 DESIGN PRESSURE: 62 P31 MAXIMUM IRRIGATION DEMAND: M 1112" DOMESTIC WATER METERS PER CUCAMONGA 3. Designed to water pplants by VALLEY WATER DISTRICT, SIZE PER PLAN, WATTS 403 -RT -RW LINE -SIZE GATE VALVE IN PURPLE PLASTIC VALVE BOX S WATTS WYE -S -YS -150 11/2" WYE STRAINER IN PURPLE PLASTIC VALVE BOX Rr P ASSESSMENT SYSTEM SUMMARY r EEERENLf- I..I__tR__R1GATl_ON_ rt r P.OtNTS , r +:- t �• t rt" ir't � � � � i� 2. Automatic controller. (20) 20 L-6,7,8, 8A/11.2 3. Designed to water pplants by 10 L-6,7,8, 8A/11°3 watering needs. (1 0) BOX, 150' Q.C. MAX, 4. Soil moisture sensors, (10) FEBCO 5° Rain sensors. (5) 5 L-6,7,8, 8A/11.4 6. Wind sensors. (5) - - 7. Sensitive to slope factors. (5) 5 L-6,7,8,8A/IB 8° Reclaimed or recycled water. (5) - - Total Points Claimed: 6 (Minimum Points int Required: u a s equ ed 60) PRESSURE •r rNOTE: CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARYALLOW AMOUNT PRESSURE rr OPERATE _rl J 31 A6 A 28 A10 26 1,414 sq.ft. 11/ " 1, 488 sq. ft. 11l 1, 099 sq. ft. NELSON APPROVED 29 A7 30 1 22 l "' •` �?�`� �- 1 / " APPROVED s324 } 5 •°y :- k T_ c � r ®®®® APPROVED 27 A8 24 ft.V1 1/4 o'155 . ft. CONTROLLER VALVE SIZE 490 ZONESQU` FOOTAGE FOR AND r FOR IRRIGATION DETAILS,,, FOR SPECIFICATIONS, FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2FOR CORRESPONDING IRRIGATION MASTER PLAN, SEE SHEET L-9 AND L-9AFOR CORRESPONDING PLANTING PLAN, SEE SHEET L-1 1 VALVE BOX, SIZE AS SHOWN - SEE PRS -D NOTE WILKENS 500 HR 11/2" PRESSURE REGULATOR BOX, 150' Q.C. MAX, SCH, 40 PVC FEBCO 825-Y 11/2" REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST SCH. 40 PVC LATERAL LINE, SIZE AS SHOWN, MIN, COVER 12" -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" GUARD SHACK ENCLOSURE MODEL# CGS -2• SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS CALSENSE FM -1 B 1 " FLOW METER IN PURPLE PLASTIC VALVE BOX SUPERIOR 3100 -RW SERIES 11/4" NORMALLY OPEN MASTER VALVE IN PURPLE PLASTIC VALVE BOX XER. RE�.11.2A CALSENSE ET2000e-48-LR/RR1TP1-TP110 48 -STATION ELECTRIC CONTROLLER, INSTALL WITHIN STRONGBOX SB-16SS. INSTALL AND LR/RRe DOME CONTROLLER AND METER ENCLOSURES SIDE BY SIDE USING SSE -NPS -BASE XER. REF. 11.4 C CALSENSE ET2000e-48-LR/RR1TP1-TP110 48 -STATION ELECTRIC CONTROLLER, INSTALL WITHIN STRONGBOX SB-16SS. INSTALL AND LR/RRe DOME CONTROLLER AND METER ENCLOSURES SIDE BY SIDE USING SSE -NPS -BASE CALSENSE EXISTING 16 -STATION ELECTRIC CONTROLLER E STRONGBOX MPE-16A-10K METER ENCLOSURE, REFER TO ELECTRICAL PLAN, TO PROVIDE ELECTRICAL FOR CONTROLLERS RAINBIRD EFB-CP-NP-HAN-PRS-D ELECTRIC REMOTE CONTROL VALVE IN PURPLE PLASTIC 31 A6 A 28 A10 26 1,414 sq.ft. 11/ " 1, 488 sq. ft. 11l 1, 099 sq. ft. NELSON APPROVED 29 A7 30 1 22 l "' •` �?�`� �- 1 / " APPROVED s324 } 5 •°y :- k T_ c � r ®®®® APPROVED 27 A8 24 ft.V1 1/4 o'155 . ft. CONTROLLER VALVE SIZE 490 ZONESQU` FOOTAGE FOR AND r FOR IRRIGATION DETAILS,,, FOR SPECIFICATIONS, FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2FOR CORRESPONDING IRRIGATION MASTER PLAN, SEE SHEET L-9 AND L-9AFOR CORRESPONDING PLANTING PLAN, SEE SHEET L-1 1 cn rn FUTURE RECLAIMED WATER CONTRACTOR TO Ar RE TO ALL APPLICABLE CVWDt AND THE CITY'S RECLAIMED WATER STANDARD DRAWINGS AND SPECIFICATIONS AT i ; • PROJECT 1 of 65 VALVE BOX, SIZE AS SHOWN - SEE PRS -D NOTE 7645 NON -POTABLE QUICK COUPLER VALVE IN PURPLE PLASTIC VALVE BOX, 150' Q.C. MAX, SCH, 40 PVC MAINLINE, SIZE AS SHOWN, MIN, COVER 18" -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" SCH. 40 PVC LATERAL LINE, SIZE AS SHOWN, MIN, COVER 12" -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" cn rn FUTURE RECLAIMED WATER CONTRACTOR TO Ar RE TO ALL APPLICABLE CVWDt AND THE CITY'S RECLAIMED WATER STANDARD DRAWINGS AND SPECIFICATIONS AT i ; • PROJECT 1 of 65 m M�A SEE P.O.C.'B'ENLARGEMENT LIMIT OF WORK AND NOTE BELOW CONTROLLER LOCATION NOTE: CONTRACTOR TO COORDINATE CONTROLLER-, AND METER ENCLOSURE LOCATIONS WITH 2" WIRE SLEEVE Call: TOLL FREE 1-800 422 133 TWO WORKING DAYS BEFORE YOU DIG - P w�� ��`U EIAmE �J|0 r'�=���� � �J|T .� ��� �. ��0 �_���0��0��� NEW 11/2"WATER METER N/2"SERVICE PER OVVVD STANDARDS 2AND 2A 11/2"WYE STRAINER HOT TAP PER 11/2"PRESSURE REGULATOR CvvvuS/u //x 11/2" BALL VALVE EXISTING 12rWATER 11/2"REDUCED PRESSURE SERVICE LINE BA�KFL�VVDEV .CE MAINLINE EXTENDING 1"FLOW METER ACROSS BASELINE11/4" MASTER VALVE AVE. TOVALVES ON - SOUTH SIDE OF ELECTRICAL METER STREET —~��---ENCLOSURE ��—�----CONTROLLER �� ���--~---- MAINLINE EXTENDING TO VALVES AS SHOWN ON PLAN C""ONTROLLER IBI VALVES 29 B4 17 24 16 136 21 139 28 VALVE SIZING" KEY CONTROLLER VALVE c-1 loo GPM ZONESQUAR VALVE SIZE 9 FOR NOTES AND LEGENDS, SEE THIS SHEET FOR IRRIGAMN DETAILS, SEE SHEET L-10 AND L -10A FOR SPECIFICATIONS, SEE SHEET L-15 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 FOR CORRESPONDING IRRIGATION MASTER PLAN, SEE SHEET L-9 AND L -9A FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-12 [00 SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S1 b RA|NB|RD 1812 -NP -SAM -PRS -5Q POP -UP -SPRAY HEAD b' 10 80 0 RA|NB|RD 1812 -NP -SAM -PRS -5H POP -UP -SPRAY HEAD 5' 20 80 RA|NB|RD RA|NB|RD 1812 -NP -SAM -PRS -5F POP -UP -SPRAY HEAD 5' 40 80 ;15?( RA|NB|RD 1812-NP-SAM-PRS-6VAN POP -UP -SPRAY HEAD 61 .40 OD L oxm/n/on o'o^^^000n 1min'm`--n // ^n pnp-D'QDo^vu� m nn o n POINT OF CONNECTION 'B'NOTE CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A NEW 11/2" DOMESTIC WATER METER, REFER TO UTILITY PLANS FOR ADDITIONAL INFORMATION, EXTEND NEW TYPE "K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 11/2" PRESSURE REGULATOR, 11/2" BACKFLOW PREVENTER, A 1 " FLOW METER, AND A 11/4" MASTER VALVE AND EXTEND MAINLINE TO VALVES AS SHOWN. STATIC WATER PRESSURE: 113 P.S.I. SYSTEM DESIGN PRESSURE: 65 P,S.I, MAXIMUM IRRIGATION DEMAND: 30 &PM. MAINLINE LOCATION NOTE: 4" MAINLINE SLEEVE I "Al CONTRACTOR TO COORDINATE WITH CITY'S REPRESENTATIVE, CIVIL AND ELECTRICAL ENGINEER FOR FINAL LOCATION OF MAINLINE, MAINLINE SHALL BE LOCATED ON OPPOSITE SITE OF ELECTRICAL CONDUIT, MAINLINE SHOWN IN HARDSCAPE FOR GRAPHIC CLARITY ONLY, TO BE INSTALLED WITHIN PLANTER AREA OUTSIDE OF BIKE TRAIL, D.G, WALK AND COBBLE WHERE POSSIBLE, IN IS .".��.. -. .=�� 0 HA|NB|HD 1812 -NP -SAM -PRS -8H POP -UP -SPRAY HEAD 81 .50 30 RA|NB|RQ 1812-NP4SAM-PRS-8F POP -UP -SPRAY HEAD 81 1.O0 80 RA|NB|RD 1812-WP-SAM-PRS-8VAN POP -UP -SPRAY HEAD 8' 70 80 RA|NB|RQ 1812-NP-BAM-PRS'10Q POP -UP -SPRAY HEAD 10' 40 80 V RA|NB|RD 1812'NP-SAM-PRS-10H POP -UP -SPRAY HEAD 10' 80 30 -0 RA|NB|RD 1012-NP'SAM-PRS-10F POP -UP -SPRAY HEAD 10' 1.00 JO � RA|NB|HD 1812-NP-SAM-PRS-10VAN POP -UP -SPRAY HEAD 10' .GO 80 RA|NB|RD 1812 -NP -SAM -PRS -12Q POP -UP -SPRAY HEAD 12' 70 80 tv7 RA|NB|HO 1812'NP-SAM-PRS-12H POP -UP -SPRAY HEAD 12' 1.30 30 0 RA|NB|RO 1812 -NP -SAM -PRS -12F POP -UP -SPRAY HEAD 12' 2.00 BO � RA|NB|RD 1812-NP-SAM-PRS-12VAN POP -UP -SPRAY HEAD 1�' . 7D 80 RA|NB|RO 1812 -NP -SAM -PRS -15Q POP -UP -SPRAY HEAD 151 .80 00 RA|NB|RD 1812 -NP -SAM -PRS -15H POP -UP -SPRAY HEAD 15' 1.90 30 (D RA|NB|RO 1812 -NP -SAM -PRS -15F POP -UP -SPRAY HEAD 15' 3.70 80 HA|NB|RD 1812-NP-SAM-PRS-15VAN POP -UP -SPRAY HEAD 15' BD OD NOTES: 1. �ONTRA�TOR TD |N�TALL P�8 ��REEN8 VVHEREVER HE�U|RED�� AOJUQT THE RAO|U� �� PROVIDE 100& COVERAGE TO REDUCE OVERTHROW ONTO WALLS, WALKS AND STRUCTURES, EQUIPMENT El 11/2"DOMEST|CVVATER METER8 PER CUCAMONGA VALLEY WATER D|8TR|OT, SIZE PER PLAN. WATTS 408-RT-RVV LINE -SIZE GATE VALVE IN PURPLE PLASTIC VALVE BOX WATTS VVYE'8-YS'150 11/2"WYE STRAINER IN PURPLE PLASTIC VALVE BOX VV|LKENS 500 HR 11/2" PRESSURE REGULATOR L� FEBC� ��5-Y 11/�" REDU�E PREG�UHE BA��FL�VV DEV|�E |N�TALL |N AC�A�T GUARD SHACK ENCLOSURE MODEL#CGG-2. CALBENGE FM -1B 1 " FLOW METER IN PURPLE PLASTIC VALVE BOX 4�� �� SUPERIOR O1OO'RVVSERIES 11/4" NORMALLY OPEN MASTER VALVE IN PURPLE PLASTIC VALVE BOX OIL CALSENSE ET2OOOe-4B-LR/RR1TP1-TP11O 48-STAT|ON ELECTR|C CONTROLLER,|WSTALLVV|TH|N BTRONGBOXSB-18BB. |NSTALL ANDLH/HRe DOME CONTROLLER AND METER ENCLOSURES SIDE BY SIDE USING SSE -NPS -BASE �� OAL�EN�E ET20OOe-40-LR/RR1TP1-TP110 48 -STATION ELECTRIC CONTROLLER, INSTALL WITHIN STRONGBOX GB-18SS. INSTALL ~����l ANDLR/RRe DOME CONTROLLER AND METER ENCLOSURES SIDE BY SIDE USING BBE -NPS -BABE �� ��� CALSENS'EXISTING 16 -STATION ELECTRIC CONTROLLER STRONGBOX MPE-10A-10K METER ENCLOSURE REFER TO ELECTRICAL PLAN, TO PROVIDE ELECTRICAL FOR CONTROLLERS RA|N8|RD EFB-CP-NP-HAN'PRS-D ELECTRIC REMOTE CONTROL VALVE IN PURPLE PLASTIC VALVE BOX, SIZE ABSHOWN -8EE PRS-DNOTE NELSON 7045 NON -POTABLE QUICK COUPLER VALVE IN PURPLE PLASTIC VALVE BOX, 1501 O.C.MAX. - — - APPROVED SCH.4O PVC MAINLINE, SIZE ASSHOWN, MIN, COVER 18" -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" ----- APPROVED SCH.4D PVC LATERAL LINE, SIZE ASSHOWN, MIN. COVER 12" -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" ------ APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED -PURPLE RECLAIMED WATER PIPE MARKED "DO NOTDR|NK" PRESSURE REGULATOR MODULE (PRS.D) NOTE: "ONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW !IUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE, FUTURE RECLAIMED WATER SYSTEM: CONTRACTOR TO ADHERE TO ALL APPLICABLE CVWD AND THE CITY'S RECLAIMED WATER STANDARD DRAWINGS AND SPECIFICATIONS AT TIME OF INSTALLATION, PROJECT Sbeet No 52 �� 65 _____ _____ � colp CD Jnderground Service Alert 1-800"' wr22-41 33 i''I'M UOA 1 111'1 " EXISTING VALVE MANUFACTURER 17 110 19 1 /411 18 4 &4t.2 G PH 19 01 11/4 306 sq. ft. (D 1.,062 sq. ft. - - Q19 _21 ly 07 EXISTINC3` P.O.Ca"'. T ENLARGEMENT EXISTING EQUIPMENT SHOWN IN GR&Y 1 1/2" MANLiME EXTENDING MAINLINE LOCATION NOTE: CONTRACTOR TO COORDINATE WITH CITY'S REPRESENTATIVE, CIVIL AND ELECTRICAL ENGINEER FOR FINAL LOCATION OF MAINLINE. MAINLINE SHALL BE LOCATED ON OPPOSITE SITE OF ELECTRICAL CONDUIT. CONTROLLER VALVE 1 oe GPM VALVE SIZE 490 sq. jQ. 0 ZONE SQUARE FOOTAGE FOR NOTES AND LEGENDS, SEE THIS SHEET FOR IRRIGATION DETAILS, SEE SHEET L-10 AND L -10A FOR SPECIFICATIONS, SEE SHEET L-15 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-4 FOR CORRESPONDING IRRIGATION MASTER PLAN, SEE SHEET L-9 AND L -9A FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-13 10M1 Sq MA SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.BJ. b� RA|NB|RD 1812-NP-Sk4M-PRS-5Q POP -UP -SPRAY HEAD 5' .10 80 0 HA|NB|RO 1812 -NP -SAM -PRS -5H POP -UP -SPRAY HEAD 5' .00 80 RA|NB|RD 1812 -NP -SAM -PRS -5F POP -UP -SPRAY HEAD 5' 40 80 V RA|NB|RD 1812-NP-SAM-PRS-0VAW POP -UP -SPRAY HEAD 0' 40 30 6 RA|NB|RD 1812 -NP -SAM -PRS -8Q POP -UP -SPRAY HEAD 8' 80 OO 0 RA|NB|HD 1812 -NP -SAM -PRG -8H POP -UP -SPRAY HEAD 8' 50 80 RA|NB|RD 1812 -NP -SAM -PRS -8F POP -UP -SPRAY HEAD 8' 1.00 JD RA|NB|RD 1812'NP4SAM-PRS-8VAN POP -UP -SPRAY HEAD 8' .70 30 RA|NB|HD 1812 -NP -SAM -PRS -10Q POP -UP -SPRAY HEAD 10' .40 80 \/ HA|NB|HO 1812 -NP -SAM -PRG -10H POP -UP -SPRAY HEAD 10' 80 80 4> RA|NB|RQ 1812-NP-SAM-PRS'10F POP -UP -SPRAY HEAD 10' 1.80 80 �� � RA|NB|RD 1812-NP-SAM'PRS-1OVAN POP -UP -SPRAY HEAD 10' 80 80 RA|NB|RD 1812 -NP -SAM -PRS -12Q POP -UP -SPRAY HEAD 12' .70 30 RA|NB|RO 1812-NP-BAM-PRS-12H POP -UP -SPRAY HEAD 12' 1.30 80 0 RA|NB|RQ 1812 -NP -SAM -PRS -12F POP -UP -SPRAY HEAD 12' 2.60 80 � RA|NB|HD 1812-NP-SAM-PRS-12VAN PDP'UP'SPRAYHEAD 12' .70 OO RA|NB|RO 1812-NP-SAM-PR8-15Q POP -UP -SPRAY HEAD 15' .BO 80 � RA|NB|RD 1812 -NP -SAM -PRS -15H POP -UP -SPRAY HEAD 15' 1.90 30 0 HA|NB|HD 1812 -NP -SAM -PHS -15F POP -UP -SPRAY HEAD 15' 8.70 80 � RA|NB|RD 1812-NP-SAM-PRS-15VAN POP -UP -SPRAY HEAD 15' .SO 30 NOTES: 1. CONTRACTOR TOINSTALL PCS SCREENS WHEREVER REQUIRED TOADJUST THE RADIUS TO PROVIDE 1OO96COVERAGE TOREDUCE OVERTHROW ONTO WALLS, WALKS AND STRUCTUREB. EQUIPMENT �vq| 11/2"DOMESTIC WATER METERS PER CUOAMONGA VALLEY WATER DISTRICT, SIZE PER PLAN, WATTS 408-RT-RVV LINE -SIZE GATE VALVE |NPURPLE PLASTIC VALVE BOX WATTS WYE'S -YS -150 11/2"WYE STRAINER |NPURPLE PLASTIC VALVE BOX VV|LKENG 500 HR 11/2"PRESSURE REGULATOR L� FEBCO 825-Y VV 11/2"REDUCE PRESSURE BACKFLODEVICE INSTALL |NACOAST GUARD SHACK ENCLOSURE MODEL#CGS-2. CALSENSE FM -1B I"FLOW METER |NPURPLE PLASTIC VALVE BOX �� �� SUPERIOR 81OO-RVVSERIES 11/4"NORMALLY OPEN MASTER VALVE |NPURPLE PLASTIC VALVE BOX [DID CALGENSE ET2O0Oe-40-LR/RR1TP1-TP11D 48-8TAT|ONELECTR|C CONTROLLER" |NSTALLVV|TH|NSTRDNGBOXSB-18SG' |NBTALL AND LH/RHoDOME CONTROLLER AND METER ENCLOSURES SIDE BYSIDE USING SSE -NPS -BASE CALSENSE ET2000e-48-LR/RR1TP1-TP110 48'@TAT|ONELECTRIC CONTROLLER INSTALL INSTALL , . ==- ANDLH/RReDOME CONTROLLER AND METER ENCLOSURES SIDE BYSIDE USING SSE -NPS -BASE 8Ll� CAiSENSE ' EX|�T|N�18STAT|ONELECTR|C CONTROLLER ' STRONGBOX MPE-10A-10K METER ENCLOSURE, REFER TOELECTRICAL PLAN, TOPROVIDE ELECTRICAL FOR CONTROLLERS RA|NB|RO EFB-CP'NP'HAN-PRS-D ELECTRIC REMOTE CONTROL VALVE |NPURPLE PLASTIC VALVE BOX, SIZE ASSHOWN - SEE PR8-DNOTE NELSON 7845 NON -POTABLE QUICK COUPLER VALVE |NPURPLE PLASTIC VALVE BOX, 150' D.C.MAX. APPROVED BCH.4OPVC MAINLINE, SIZE ASSHOWN, MIN. COVER 18"-PURPLERECLAIMED WATER PIPE MARKED "DO NOT DRINK" ----- APPROVED SCH.40PVC LATERAL LINE, SIZE XS SHOWN, MIN. COVER 12"'PURPLERECLAIMED WATER PIPE MARKED "DO NOT DRINK" APPROVED SCH.4OPVC SLEEVES, SIZED 2XLARGER THAN PIPE TDBEINSERTED, UNLESS OTHERWISE NOTED -PURPLE RECLAIMED WATER PIPE MARKED "DO NOTDR|NK" PRESSURE REGULATOR MODULE (PRS -D) NOTE: CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. FUTURE RECLAIMED WATER SYSTEM: CONTRACTOR TO ADHERE TO ALL APPLICABLE CVWD AND THE CITY'S RECLAIMED WATER STANDARD DRAWINGS AND SPECIFICATIONS AT TIME OF INSTALLATION, � PROJECT, Shee"t No. 53 of 65 3/4" IfAll. �IAII 11/2" >314"l 11 /411 3/4 1" jo 1-800 F ri, 4 " 0"' —4 1 " 3 zz j TWO WORKING DAYS BEFORE Q 3/411 SYM. x MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. x RAINBIRD 1812 -NP -SAM -PRS -5Q x x 0 RAINBIRD x POP -UP -SPRAY HEAD 5' .20 30 • K r , POP -UP -SPRAY HEAD 5' .40 30 x RAINBIRD 1812 -NP -SAM -PRS -EVAN 11/2" >314"l 11 /411 3/4 1" jo 1-800 F ri, 4 " 0"' —4 1 " 3 zz j TWO WORKING DAYS BEFORE Q 3/411 MAINLINE LOCATION CONTRACTOR * COORDINATE L O i r. REPRESENTATIVE, y �. 1 ELECTRICAL f ! • FINAL LOCATION _ O1 MAINLINE SHALL BE LOCATED ON OPPOSITE SITE OF ELECTRICAL CNDUIT. P.01C."C'ENLA MAINLINE EXTENDING TO VALVES AS SHOWN ON PLAN CONTROLLER G ELECTRICAL METER E ENCLOSURE 1,4' MASTER VALVE 1" FLOW METER 11/2" REDUCED PRESSURE S BACKFLOW DEVICE EXISTING 8" WATER --�-- "� SERVICE LINE M 11/2" BALL VALVE HOT TAP PER 11/2" PRESSURE REGULATOR CVWD STD. 11A 11/2" WYE STRAINER NEW 11/2" WATER METER W/ 2" SERVICE PER CVWD STANDARDS 2 AND 2A 11, t4k • 1 1. � ! � ' • � � � �' POINT OF CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A NEW 11/2" DOMESTIC WATER METER, REFER TO UTILITY PLANS FOR - ADDITIONAL INFORMATION, EXTEND NEW TYPE "K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 11/2" PRESSURE REGULATOR, 11/2" BACKFLOW PREVENTER, A 1 " FLOW METER, AND A 11 /4" MASTER VALVE AND EXTEND \I IiY. 1 _ l _ O VALVES 1 STATICS SHOWN. WATER PRESSURE:1 P.S.I. SYSTEM DESIGN '' • P.S.I. MAXIMUM IRRIGATION + DEMAND: 24 r CONTROLLER'C'VALVES ci 21 C3 20 ■ J 4 VALVE SIZE alp 1 ,91 11 p 11 r■i w9:4 W , 9101, �01 i" NOTES AND t FOR IRRIGATION rt DETAILS, AND FOR SPECIFICATIONS, 'y FOR CORRESPONDING ■i CONSTRUCTION PLAN, y y .ri CORRESPONDING IRRIGATION ■y MASTER ■' ry • AND iy FOR CORRESPONDING PLANTING PLAN, SEE SHEET L -13A IRRIGATION LEGEND SYM. x MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. x RAINBIRD 1812 -NP -SAM -PRS -5Q x x 0 RAINBIRD x POP -UP -SPRAY HEAD 5' .20 30 • K 1812 -NP -SAM -PRS -5F POP -UP -SPRAY HEAD 5' .40 30 x RAINBIRD 1812 -NP -SAM -PRS -EVAN x x RAINBIRD 1812 -NP -SAM -PRS -8Q POP -UP -SPRAY HEAD 8' 30 30 x 1812 -NP -SAM -PRS -8H POP -UP -SPRAY HEAD 8' .50 30 x RAINBIRD 1812 -NP -SAM -PRS -8F :?x RAINBIRD x POP -UP -SPRAY HEAD 8' .70 30 x 1812 -NP -SAM -PRS -10Q POP -UP -SPRAY HEAD 10' .40 30 x RAINSIRD . POP -UP -SPRAY HEAD 10' .80 30 MAINLINE LOCATION CONTRACTOR * COORDINATE L O i r. REPRESENTATIVE, y �. 1 ELECTRICAL f ! • FINAL LOCATION _ O1 MAINLINE SHALL BE LOCATED ON OPPOSITE SITE OF ELECTRICAL CNDUIT. P.01C."C'ENLA MAINLINE EXTENDING TO VALVES AS SHOWN ON PLAN CONTROLLER G ELECTRICAL METER E ENCLOSURE 1,4' MASTER VALVE 1" FLOW METER 11/2" REDUCED PRESSURE S BACKFLOW DEVICE EXISTING 8" WATER --�-- "� SERVICE LINE M 11/2" BALL VALVE HOT TAP PER 11/2" PRESSURE REGULATOR CVWD STD. 11A 11/2" WYE STRAINER NEW 11/2" WATER METER W/ 2" SERVICE PER CVWD STANDARDS 2 AND 2A 11, t4k • 1 1. � ! � ' • � � � �' POINT OF CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A NEW 11/2" DOMESTIC WATER METER, REFER TO UTILITY PLANS FOR - ADDITIONAL INFORMATION, EXTEND NEW TYPE "K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 11/2" PRESSURE REGULATOR, 11/2" BACKFLOW PREVENTER, A 1 " FLOW METER, AND A 11 /4" MASTER VALVE AND EXTEND \I IiY. 1 _ l _ O VALVES 1 STATICS SHOWN. WATER PRESSURE:1 P.S.I. SYSTEM DESIGN '' • P.S.I. MAXIMUM IRRIGATION + DEMAND: 24 r CONTROLLER'C'VALVES ci 21 C3 20 ■ J 4 VALVE SIZE alp 1 ,91 11 p 11 r■i w9:4 W , 9101, �01 i" NOTES AND t FOR IRRIGATION rt DETAILS, AND FOR SPECIFICATIONS, 'y FOR CORRESPONDING ■i CONSTRUCTION PLAN, y y .ri CORRESPONDING IRRIGATION ■y MASTER ■' ry • AND iy FOR CORRESPONDING PLANTING PLAN, SEE SHEET L -13A IRRIGATION LEGEND SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. RAINBIRD 1812 -NP -SAM -PRS -5Q POP -UP -SPRAY HEAD 5' .10 30 0 RAINBIRD 1812 -NP -SAM -PRS -5H POP -UP -SPRAY HEAD 5' .20 30 • RAINBIRD 1812 -NP -SAM -PRS -5F POP -UP -SPRAY HEAD 5' .40 30 RAINBIRD 1812 -NP -SAM -PRS -EVAN POP -UP -SPRAY HEAD 6' .40 30 RAINBIRD 1812 -NP -SAM -PRS -8Q POP -UP -SPRAY HEAD 8' 30 30 RAINBIRD 1812 -NP -SAM -PRS -8H POP -UP -SPRAY HEAD 8' .50 30 RAINBIRD 1812 -NP -SAM -PRS -8F POP -UP -SPRAY HEAD 8' 1.00 30 RAINBIRD 1812-NP-SAM-PRS-8VAN POP -UP -SPRAY HEAD 8' .70 30 RAINBIRD 1812 -NP -SAM -PRS -10Q POP -UP -SPRAY HEAD 10' .40 30 V RAINSIRD 1812 -NP -SAM -PRS -10H POP -UP -SPRAY HEAD 10' .80 30 RAINBIRD 1812 -NP -SAM -PRS -10F POP -UP -SPRAY HEAD 10' 1.60 30 RAINBIRD 1812-NP-SAM-PRS-1OVAN POP -UP -SPRAY HEAD 10' .80 30 RAINBIRD 1812 -NP -SAM -PRS -12Q POP -UP -SPRAY HEAD 12' .70 30 RAINBIRD 1812 -NP -SAM -PRS -12H POP -UP -SPRAY HEAD 12' 1.30 30 0 RAINBIRD 1812 -NP -SAM -PRS -12F POP -UP -SPRAY HEAD 12' 2.60 30 RAINBIRD 1812-NP-SAM-PRS-12VAN POP -UP -SPRAY HEAD 12' .70 30 RAINBIRD 1812 -NP -SAM -PRS -15Q POP -UP -SPRAY HEAD 15' .90 30 RAINBIRD 1812 -NP -SAM -PRS -15H POP -UP -SPRAY HEAD 15' 1.90 30 CD RAINBIRD 1812 -NP -SAM -PRS -15F POP -UP -SPRAY HEAD 15' 3.70 30 RAINBIRD 1812-NP-SAM-PRS-15VAN POP -UP -SPRAY HEAD 15' .90 30 NOTES: 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS, WALKS AND STRUCTURES, EQUIPMENT M 11/2" DOMESTIC WATER METERS PER CUCAMONGA VALLEY WATER DISTRICT, SIZE PER PLAN, WATTS 403 -RT -RW LINE -SIZE GATE VALVE IN PURPLE PLASTIC VALVE BOX S WATTS WYE -S -YS -150 11 /2" WYE STRAINER IN PURPLE PLASTIC VALVE BOX WILKENS 500 HR 11/2" PRESSURE REGULATOR FEBCO 825-Y 11/2" REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST GUARD SHACK ENCLOSURE MODEL# CGS -2, CALSENSE FM -1 B 1 " FLOW METER IN PURPLE PLASTIC VALVE BOX SUPERIOR 3100 -RW SERIES 11/4" NORMALLY OPEN MASTER VALVE IN PURPLE PLASTIC VALVE BOX CEO CALSENSE ET2000e-48-LR/RR1TP1-TP110 48 -STATION ELECTRIC CONTROLLER, INSTALL WITHIN STRONGBOX SB-16SS. INSTALL AND LR/RRe DOME CONTROLLER AND METER ENCLOSURES SIDE BY SIDE USING SSE -NPS -BASE C CALSENSE ET2000e-48-LR/RR1TP1-TP110 48 -STATION ELECTRIC CONTROLLER, INSTALL WITHIN STRONGBOX SB-16SS. INSTALL AND LR/RRe DOME CONTROLLER AND METER ENCLOSURES SIDE BY SIDE USING SSE -NPS -BASE I 0"ALSENS EXISTING 16 -STATION ELECTRIC CONTROLLER Ltj STRONGBOX MPE-16A-10K METER ENCLOSURE, REFER TO ELECTRICAL PLAN, TO PROVIDE ELECTRICAL FOR CONTROLLERS RAINBIRD EFB-CP-NP-HAN-PRS-D ELECTRIC REMOTE CONTROL VALVE IN PURPLE PLASTIC VALVE BOX, SIZE AS SHOWN - SEE PRS -D NOTE NELSON 7645 NON -POTABLE QUICK COUPLER VALVE IN PURPLE PLASTIC VALVE BOX, 150' Q.C. MAX. APPROVED SCH. 40 PVC MAINLINE, SIZE AS SHOWN, MIN, COVER 18" -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" APPROVED SCH. 40 PVC LATERAL LINE, SIZE AS SHOWN, MIN, COVER 12" -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" ®� APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" PRESSURE REGULATOR MODULE (PRS -D) NOTE: CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. FUTURE RECLAIME Ir D ++r TER ; SPECIFICATIONSCONTRACTOR TO AHERE ALL APPLICABLE CVWD AND THE CITY'S RECLAIMED WATER STANDARD DRAWINGS AND AT TIME OF INSTALLATION. +� 21-17, .. , PROJECT ,i o. 54 of 65 1412111IMI I III q j=0 T 1-800 422-413 .......... .. ... ........ x 4* ...... ..... 4% REFER TO 20 SCALE IRRIGATION PLAN, SHEET L -8A, FOR ADDITIONAL INFORMATION OIJ 4ft ID* MAINLINE LOCATION NOTE: CONTRACTOR TO COORDINATE WITH CITY'S REPRESENTATIVE, CIVIL AND ELECTRICAL ENGINEER FOR FINAL LOCATION OF MAINLINE, MAINLINE SHALL BE LOCATED ON OPPOSITE SITE OF ELECTRICAL CONDUIT, QUICK COUPLER NOTE: SPACING OF QUICK COUPLERS SHALL NOT EXCEED 150'0,C, .................. . MAINLINE SLEEVING NOTE: 4ft CONTRACTOR TO SLEEVE MAINLINE WHERE IS CROSSES THE FUTURE BRIDGE AT FOOTHILL BLVD, COORDINATE CONSTRUCTION ryv a" AND LOCATION WITH CITY'S REPRESENTATIVE, A # MAINLINE SLEEVING NOTE: 0 CONTRACTOR TO SLEEVE MAINLINE WHERE IS CROSSES THE FUTURE BRIDGE AT FOOTHILL BLVD, COORDINATE CONSTRUCTION AND LOCATION WITH CITY'S REPRESENTATIVE, IN W.J 4000� Oft 00"' 4% QUICK COUPLER NOTE: SPACING OF QUICK COUPLERS SHALL NOT EXCEED 150'O.C. 0 MAINLINE LOCATION NOTE: CONTRACTOR TO COORDINATE WITH CITY'S REPRESENTATIVE, CIVIL AND ELECTRICAL ENGINEER FOR FINAL LOCATION OF MAINLINE, MAINLINE SHALL BE LOCATED ON OPPOSITE SITE OF ELECTRICAL CONDUIT. Ile— KN F K z:iu THE wm%AC I F I C R/W ................. ....... . . . .. m. on ON ME -4MR- NOW .................. 1 1/2 at�) 4D III III�11 I lipill i! 11111 SYM, MANUFACTURER MODEL NUMBER f) NELSON 7645 APPROVED SCH. 40 PVC 101�6�4 I NON -POTABLE QUICK COUPLER VALVEIN PURPLE PLASTIC VALVE BOX, 150' O.C. MAX. MAINLINE, SIZE AS SHOWN, MIN, COVER 18" -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" PRESSURE LOSS CALUA**hU L AT I ON C*31ROVE - NORTHEAST SIDE Water Meter: Size 11/2" Elevation: 1236 Static Pressure: High 80 Low 75 Source Of Information: CVWD-TED MUNSON Phone Number: 909-987-2591 Date Of Information: 08/19/08 Farthest Q.C. Valve Maximum Demand: 10 G.P.M. Qtv. Size Item P.S.I. Loss 11/211 Water Meter m 11/211 Pressure Regulator (Fall -Out) 2.00 11/211 R.P. Backflow Device 12,00 ill Flow Meter 11/411 Master Valve --.50 .40 1 11/211 Gate Valve (s) .10 448— 11/211 Main Line _$-clor, 444" Main Line _4444— — 1 3/411 Quick Coupler 2.00 Total System Losses: 24-* 0 �PGOJp ��f C G ,. 1#4 Elevation Difference: &o' oegll -20-006 Total Pressure Required: Lowest Static Pressure Available: 75.00 FUTURE RECLAIMED WATER SYSTEM: Pre -Set Regulated Pressure (if required): 77.00 - CONTRACTOR TO ADHERE TO ALL APPLICABLE CVWD AND Residual Water Pressure: 9140 THE CITY'S RECLAIMED WATER STANDARD DRAWINGS AND SPECIFICATIONS AT TIME OF INSTALLATION. MMOMMMA Pressure Regulator set at 77 P.S.I. to meet the requirements of worse case irrigation valve (C4) situation, see sheet L-10, Detail N for additional irrigation pressure loss talcs. FOR NOTES AND LEGENDS, SEE THIS SHEET FOR IRRIGATION DETAILS, SEE SHEET L-1 0 AND I.-1 OA FOR SPECIFICATIONS, SEE SHEET L-15 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEETS L- 6, 718 & 8A -1 100' SCALI:-: , A 4 ZN WRIP "k Date DESCRIPTION OF REVISION CITIT APPROVE1 PACIFIC I..I\,TLA..I\,TD EMPIRE TRAIL PHASE 4 IRRIGATION MASTER PLAN DATE: /Oct La 1111111rd Dieu" IIIr o. 53672 W 110 ARCHITERRA DESIGN GROUP I I LANDSCAPE ARCHITECTURE SITE PLANNING 10221 -A TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 90• iii 484-2800 FAX: (909) 484-2802 RLA NO. 2834 TP ---05107/09 0823 DA.. E JOB NO. 2240-L PROJECT Sheet No. 55 of 15 QUICK COUPLER • SPACING OF QUICK COUPLERS SHALL NOT EXCEED _._.. w ..._.,,. ...................... f. r ................. . ..........................- ...... ............................... ............-... ................. ...10 so �LL •W SAN BERN ARDINO COUNTY FLOOD CONTROL DISTRICT R/W �o QUICK: SPACING OF QUICK COUPLERS SHALL NOT EXCEED 150' O.C. FMAINLOCATION: LINE CTOR TOCOORDINATE WITH CITY'S REPRESENTATIVE, CIVIL AND CAL ENGINEER FOR FINAL LOCATION OF MAINLINE. MAINLINE SHALL BE LOCATED ON OPPOSITE SITE OF ELECTRICAL CONDUIT. SOUTIHIEKN PAufflu_R.R. __W Iowa 1k*1 ...................... ....... .............. ......... �. 1 1 /4° 1 1 /4" " Ah AAIL M1 'IF 1-800 422 133 TWO WORKINGDAYS REFER TO 20 SCALE IRRIGATION PLAN REFER TO 20 SCALE IRRIGATION PLAN, SHEET L-6, FOR ADDITIONAL INFORMATION SHEET L-7, FOR ADDITIONAL INFORMATION SAN BERNARDINO C"OUNTY FLOOD 1k,i��-r - '. Irh""'R UATIU"N LEG' END MASTER PLAN ONLY SYM. MANUFACTURER MODEL NUMBER DESCRIPTION NELSON 7645 NON -POTABLE QUICK COUPLER VALVEIN PURPLE PLASTIC VALVE BOX,150' O.C. MAX, APPROVED SCH. 40 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18" -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" m - APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED -PURPLE RECLAIMED WATER PIPE MARKED "DO NOT DRINK" MAINLINE LOCATION NOTE: CONTRACTOR TO COORDINATE WITH CITY'S REPRESENTATIVE, CIVIL AND ELECTRICAL ENGINEER FOR FINAL LOCATION OF MAINLINE, MAINLINE SHALL BE LOCATED ON OPPOSITE SITE OF ELECTRICAL CONDUIT. REFER TO 20 SCALE IRRIGATION PLAN, SHEET L -S, FOR ADDITIONAL INFORMATION S THERN PACIFIC R.rr'0\%._R1W__ _*'RESSURE LOSS CALCULATION -17 QUICK COUPLER VALVF --JIELLMAN AVENUE — WEST SIDE Water Meter: Size 11/2" Elevation: 1360 Static Pressure: High 120 Low 103 Source Of Information: CVWD-T D MUNSON Phone Number: 909-987-2591 Date Of Information: 08/19/08 Farthest Q.C. Valve Maximum Demand: 10 G.P.M. ty. Size Item P.S.I. Loss 11/211 Water Meter .00 11/2" Pressure Regulator (Fall -Out) 2.00 11/211 R.P. Backflow Device 12.00 1 "Flow Meter .50 11/411 Master Valve .40 1 11/211 Gate Valve (s) .10 166 11/2" Main Line .51 11/411 Main Line -, ___ 1 3/4"Quick Coupler 2,00 Total System Losses: 4- Elevation Difference: Total Pressure Required: D' _ Lowest Static Pressure Available: 108.00 Pre -Set Regulated Pressure (if required): 82.00 Residual Water Pressure: 0 . NPM, 124 r�rlr it i'i l r FUTURE RECLAIMED WATER SYSTEM: CONTRACTOR TO ADHERE TO ALL APPLICABLE CVWD AND THE CITY'S RECLAIMED WATER STANDARD DRAWINGS AND SPECIFICATIONS AT TIME OF INSTALLATION, -- 0 ITY DESCRIPTION 1 1 1APPROVED �w PACIFIC INLAND EMPIRE TRAIL PHASE 4 IRRIGATION MASTER PLAN r i r /&Pcj RCE r. 1 IM �■ .� RECOMMENDED DESIGN GROUPLANDSCAPE ARCHITECTURESITE PLANNING r t TRADEMARK RANCHO CUCAMONGA, U) < LU RECYCLED WATE WARNING TAG TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 ELLS O w < RAINBIRD 1812-NPCAP MODEL 7645 (34 NELSON #7641 CARSON MODEL 1220-12 Q Ey AND (1) HOSE SWIVEL. 0 0 14" x 21" VIOLET / LAVENDER -`$i W WITH LID MODEL 1220-4 AND Z m STAINLESS STEEL BOLT. W Z COVER ETCHED "IRRIGATION GATE" < w n (CARSON OR EQUAL) CRUSHED AGGREGATE Z FINISH SOIL GRADE BASE 11,1 FINISH GRADE PVC NIPPLE RAINBIRD: EPB-CP-NP-HAN-PRS-D - W4 ®4 v v 'co SLOPE TOP TO DRAIN AT USE WATTS B -6400 -SS SCH 40 BRASS NIPPLE i I I I I I BALL VALVE FOR 1/7-1 1/2" 1I- SCH 40 BRASS NIPPLE 24" LONG IIIRESILIENT .11 I WEDGE - 2" OR LARGER WITH III -III= 3: =i FEI III jjjjj� I I-II I MAm'' ,I 2" OPERATING NUT WATTS 403 RT -RW (2%6") 4 MINIMUM OF 2%. 1EE 9_ II RECYCLED WATER GATE VALVE I IE:1 I F WARNING TAG EPDXY COATED VALVE 0 I FEI I 1(I SEE NOTES PIPE TO BACKIFLOW 9 1�-i Iz 3" 3"IIII -11 M1 I 1E1 I I]EI - I M =M-11 120 VOLT WIRE IN RIGID STEEL BF: OC: NEI I I 1 -=.II I I F -I I, EVENTOR < 0...0 1111111/1 1 1b FM: FLOW METER, STD. DWG. NO 516 METERI I I-111 3/4" WASHED CRUSHED NOTES: AGGREGATE BASE 1, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. C? 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 0 1� 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND o VALVE NUMBER INSIDE VALVE BOX. 6. ALL VALVES MUST HAVE RECYCLED WARNING TAG (PURPLE) CHRISTY'S PURPLE FLOW- MODEL NO. ID-MAX-P2-RC009. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED, CONDUIT PER LOCAL COD CODE E) CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: sI 11 ISOLATION VALVE STANDARD PLAN 3" or smaller 518 R.C.E.1-I CITY ENGINEER DATE 53672 (MIN. 24" LONG) USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I CARSON MODEL 910 10" ROUND PURPLE BOX WITH LID ETCHED-- "QCV" AND STAINLESS STEEL BOLT FINISH GRADE AT GRADE IN TURF AREAS C\j 3" IN NON -TURF AREAS NELSON QCV WITH RECYCLED WATE WARNING TAG TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 ELLS O LOCKING PURPLE CAP RAINBIRD 1812-NPCAP MODEL 7645 (34 NELSON #7641 Q Ey AND (1) HOSE SWIVEL. 3'X &X 6" CONCRETE FOOTING INSTALL A MINIMUM STAINLESS STEEL IoI I (SEE NOT SCREW CLAMP I V ELECTRIC CONTROL VALVE WITH MINIMUM (3) PLACES 0� 1 •4 V4 3/4" WASHED OF 3" ABOVE GRADE AND CRUSHED AGGREGATE 0, 01 FINISH SOIL GRADE BASE 11,1 PRESSURE REGULATOR PVC NIPPLE RAINBIRD: EPB-CP-NP-HAN-PRS-D - W4 ®4 v v 'co SLOPE TOP TO DRAIN AT S: SCH 40 BRASS NIPPLE i I I I I I CARSON MODEL 1220-12 14"x2l" SCH 40 BRASS NIPPLE 24" LONG 11 STRUCTURE OR HARDSCAPING 6" MIN. in w 18" MAX, SCH 40 BRASS 90' ELL 9 LSCH 80 PVC 900 SCH 40 BRASS 90' 0 C� STREET ELL STREET ELL c"I PRESSURE SUPPLY #4 REBAR STAKE 9 LINE FITTING (24" LONG) (001 NI PRESSURE SUPPLY LINE to C' NOTE: 0 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NCITY OF RANCHO CUCAMONGA, CALIFORNIA I'- APPROVED BY: 7 QUICK COUPLING VE STANDARD PLAN VAL U-1 536 > Uj CITY ENGINEER DATE USE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION X R.C.E. 53672 SHEET 1 OF 1 CARSON MODEL 1220-1214"x21" VIOLET / LAVENDER WITH LID MODEL 1220-4 WITH STAINLESS STEEL BOLT. COVER ETCHED "PRESSURE REGULATOR (CARSON OR EQUAL) r FINISH GRADE ENCLOSURE MODEL PER IRRIGATION LEGEND SHALL BACKFLOW PREVENTER ASSEMBLY BE STAINLESS STEEL COAST GUARD SHACK SIZE DEPENDENT ON 4PLACES () BACKFLOW DIMENSION NIPPLE - TYPICAL NIPPLE - TYPICAL r PIPE SUPPORT PER CVWD (4) PLACES STD. DWG. 305. NIPPLE 6" THICK X 12" WIDE CONCRETE PAD (LENGTH VARIES PER SIZE/ PIPE MANUFACTURER) SLOPE TO SUPPORT PER I CVWD STD co DRAIN AT MINIMUM 2% DWG, 305. FINISH GRADE AIL UNION JILL PVC SLEEVE V, XA x AV &T& A REQUIRED FOR Arx VAX T - PIPE THROUGH CONCRETE PAD NIPPLE -TYPICAL FROM WATER S E (2) PLACES 90% COMPA I SCH 40 PVC MALE REQUIRED ADAPTOR TO METER 7 LINE TO SYSTEMS IGID PIPE AND RELATED FITTINGS SHALL BE PER ELBOW CUCAMONGA VALLEY WATER DISTRICT STANDARDS. TYPICAL (4) PLACES CONTRACTOR SHALL VERIFY WITH CVWD PRIOR T CONSTRUCTION, NOTES: 1. INSTALL PER LOCAL CODES. 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPING. 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE, WALL, BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR NON -STRUCTURE SIDE, 4, ORIENT UNIT PARALLEL TO STREET. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 6, DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS, 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 8. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2" CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: REDUCED PRESSURE BACSTANDARD PLANKFLOW PREVENTER - TYPE A 517-A CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 SHEET I OF I N I ­1c BACKA"FLOW P"REVENTElp"k TOP ENTRY ENCLOSURE STRONG BOX MODEL NO. ------- LR/RR DOME ANTENNA SB -SS -SERIES PORT LOCATED OUTSIDE OF CALSENSE CONTROLLER BOX. INSTALLATION/LOCATION --(FELn.ER PLANS ( E BY CITY REPRESENTATIVE. EN T VERIFY DIRECTION PRIOR TO MOUNTING ANTENNA COAXIAL CABLE CALSENSE TP1 10 CALSENSE HARNESS 120 VOLT DUPLEX OUTLET (GFCI), c 0: CALSENSE TP -1-40 NON -SWITCHED TO BE PLACED BOARD REGARDLESS WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE. ENCLOSURE NO OPEN ELECTRICAL WIRING SHALL BE IN CONTROLLER MOUNT AREA. COMMON/CONTROL WIRES FINISH GRADE THICKCONCRETE A 14 14 � 111v INSTALLAMIN. OF 3" ABOVE GRADE AND 4 � 77TT-- 4 ORE TOP TO DRAIN AT M��V!ld SL MINIMUM OF 2% co SCH 40 CONDUIT FOR III COMMON/CONTROL WIRE 120 VOLT WIRE IN RIGID STEEL -90 'SWEEP ELL 6" CONDUIT LOCAL CODE) (TYP.) TO METE ENCLOSURE ALL CONNECTIONS SHALL BE WATER TIGHT 8' GROUND ROD "OUTDOOR TYPE" CONNECTIONS. ENCLOSURE MOUNT NOTES: 1. INSTALL CONTROLLER PER MFG, PRINTED INSTRUCTIONS AND PER LOCAL CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 0) 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE ® CONTROL VALVES. 3. RUN FOUR EXTRA WIRES LM ORANGE) TO FARTHEST RCV ON EACH BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR, C? 5, NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. cr) 6, LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO 7 LOCAL RADIO (LR SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER cl) SYSTEM PRIOR 0 ACCEPTANCE. co 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 8. CONTROLLER SHALL NOT BE CONTROLLED BY GF1 OUTLET, IT IS TO BE WIRED'HOT'. 9. INSTALL RECYCLED WATER DECAL (CHRISTY'S PART NO. ID -4100 4 3/8" x 3 1/2") ON CALSENSE c� CONTROLLER BOX. 10. IF METER AND CONTROLLER ARE TO BE INSTALLED IN CLOSE PROXIMITY USE SSE -MPS -BASE ENCLOSURE THRU CALSENSE. 11. ALL CONTROLLER CABINET SHALL BE PRE -ASSEMBLED, TESTED AND INSPECTED IN THE FIELD C� BY CALSENSE. 12. IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE WIDE STRONGBOX ENCLOSURE MODEL #: SSE -D -R c� CITY OF RANCHO CUCAMONCALIFORNIA GA, CA APPROVED BY: CONTROLLER ASSEMBLY STANDARD PLAN INSTALLATION - TYPE A 524 ITY ENGINEER` DATE iSE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C.E. 53672 SHEET 1 OF 1 ff I SCALE: N.T.S. FRONT VIEW NOTE: ENCLOSURE TO BE GROUNDED PER LOCAL CODE. FINISH GRADE 6 RED BLACK IRRIGATION CONTROLLER WATERPROOF ALL WIRE CONNECTIONS PIG TAIL EXPANSION LOOP (MIN.24" LONG) & RED BLACK MASTER CONTROL VALVE FLOW t SUPERIOR MODEL 3100 -RW (1" TO 3") MAINLINE DIA. 3/4" WASHED CRUSHED FLOW METER SAME AS FLOW AGGREGATE TO BE METER SIZE PLACED TO A DEPTH OF 6" IN FLOW METER AND MASTER VALVE BOX. SAME AR FLOW METER IZE E DOWNSTREAM OF UNINTERRUPTED PIPE (5X DIAMETER OF FLOW METER SIZE) MAINLINE DIA. 1'_�MINIMUM'DISTANC MINIMUM DISTANCE UPSTREAM OF UNINTERRUPTED PIPE 10X DIAMETER TER SIZE) NOTES: 1, MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 2. IN MULTIPLE FLOW METER/M.V. INSTALLATIONS MAXIMIZE THE DISTANCE FROM THE "TEE" TO EACH FLOW METER TO MINIMIZE TURBULENCE. 3. MASTER VALVE AND FLOW METER MUST HAVE RECYCLED WATER TAGS (CHRISTY'S PURPLE MODEL NO. ID -MAX -P2-1313009) CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: FLOW METER INSTALLATION STANDARD PLAN 516 CITY ENGINEER R.CZ 53672 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I FLOW METER' INtj00"iITALLATIu1N N "W9 'IPA, 'A • WE INA 11MA OWA kvAr k1wA IOWA NOTE: 1. PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION, 9 2. PRESSURE SUPPLY LINE: 21/2" AND SMALLER 18" MIN. DEPTH 0 3" AND LARGER 24" MIN. DEPTH 7 c"I 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA c� - 0 APPROVED BY: E TYPICAL TRENCHING STANDARD PLAN LU 532 w > CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 SHEET I OF I I I RECYCLED WATE WARNING TAG TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 ELLS O I 1:zzj I I Ir RAINBIRD 1812-NPCAP MIN. -q 010 I SCH 40 PVC MALE ADAPTOR 3'X &X 6" CONCRETE FOOTING INSTALL A MINIMUM SAM PRS (PURPLE CAP) SET TO 1/4" ABOVE FINISH IoI I (SEE NOT I V ELECTRIC CONTROL VALVE WITH 0� 1 •4 V4 V4 V4 OF 3" ABOVE GRADE AND M: WATER METER, CVWD STANDARD FINISH SOIL GRADE AWAY FROM HEAD v) < PRESSURE REGULATOR PVC NIPPLE RAINBIRD: EPB-CP-NP-HAN-PRS-D - W4 ®4 v v 'co SLOPE TOP TO DRAIN AT S: STRAINER, STD. DWG. NO. 517-C i I I I I I CARSON MODEL 1220-12 14"x2l" 11 3: 1 Ml I 1 " M1 I M1 I I M I 4 MINIMUM OF 2%. PR: GV: PRESSURE REGULATOR, STD. DWG. 1`10, 519 GATE VALVE, STD. DWG. NO. 518 0 3" 3" PIPE TO BACKIFLOW 1220-4 WITH STAINLESS STEEL BOLT (OR APPROVED EQUAL) co -11 M1 I 1E1 1 11 E -11 - I M =M-11 120 VOLT WIRE IN RIGID STEEL BF: OC: BACKFLOW, STD. DWG. NOS. 517-A & 517-B QUICK COUPLER, STD. DWG. NO. 536 PIPE FROM -xx.� EVENTOR < 1 CONDUIT PER LOCAL CODE) FM: FLOW METER, STD. DWG. NO 516 METERI I I-111 IRRIGATION CONTROLLER ENCLOSURE MV: MASTER VALVE, STD. DWG. NO. 516 6" MIN. FINISH GRADE 120 VOLT WIRE IN RIGID EL--/ 90 0SWEEP ELL "6' FLOW- M CONDUIT PER LOCAL COD CODE E) YP.) (TURE z sI 11 -LI r=,,.' - MI III- PIG TAIL EXPANSION 3" TQ SICrE OF (MIN. 24" LONG) NLOOP RECYCLED WATER 20" NOTE: I I Fz: VVAhNING TAG -1 ALL CONTROLLER CABINET SHALL BE (SEE NOTES) C,* C, SCH 80 PVC NIPPLE --- ------- w SIDE VIEW PRE -ASSEMBLED, TESTED AND INSPECTED IN THE FIELD BY CALSENSE. (MINIMUM 2" LONG) •Ap® UNION USE CHAMPION NOTES: LOW ANGLE VALVE WITH UNION MODEL 300 (1"-2`) L11i_=,, 3"III'SCH ELECTRIC METER PER SCE 1. QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKFLOW 3/4" WASHED CRUSHED USE WILKINS MODEL 500 HR (1-3") AGGREGATE BASE 9 C) NOTES: c� cli 1. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. to 93. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. "' 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER INSIDE VALVE BOX. 6. ATTACH RECYCLED WARNING TAG (CHRISTY'S PURPLE MODEL NO. ID -MAX- P2-RC009) ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. cl� CITY OF RANCHO CUCAMONGA, CALIFORNIA r-!. APPROVED BY: STANDARD PLAN 7 PRESSURE REGULATOR VALVE > 519 Lcc.Li CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 SHEET I OF I PRESSURE REGULATOR SCALE: N.T.S. SCALE: N.T.S. It' 20 0 t T kyl 2. THE HORIZONTAL DISTANCE BETWEEN COMESTIC WATER LINES AND RECYCLED WATER LINES MUST BE 10 FEET AND THE VERTICAL DISTANCE MUST BE I FEET. 3. IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC LINE, THE RECYCLED WATER LINE MUST BE SLEEVED TO EXTEND 5 FEET OV BOTH SIDES OF THE PIPE. 4, IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDS TO PASS UNDER A SIDEWALK, TYPE K COPPER MUST BE USED AND EXTEND AT LEAST I FOOT PAST THE SIDEWALK BEFORE CHANGING TO PVC. TYPE K COPPER MUST BE COVERED WITH CHRISTYS PURPLE POLYETHYLENE WRAP. 5. IF THE MAINLINE TURNS 90 DEGREES FROM THE WATER METER, CUCAMONGA VALLEY WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 90 DEGREE ELBOWS TO AVOID HIGH WATER PRESSURE DAMAGE TO PVC FITTINGS. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: POINT OF CONNECTION (P.O.C.) STANDARD PLAN FOR NEW LANDSCAPE SITES 526 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION R.C.E.53672 SHEET I OF I P.01 C. SIC I I E MAT I uo'"% ru"%'IAG 'RAM SCALE: N.T.S. BRASS NIPPLE SCH 80 PVC SXSXT TEE PRESSURE SUPPLY LINE NOTES: 1, INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. N 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, Ln rn 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 0 VALVE NUMBER TO WIRE INSIDE VALVE BOX. (0 6, ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHRISTY'S PURPLE MODEL NO. ID-MAX-P2-RC009) ATTACHED TO VALVES. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. N CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: REMOTE CONTROL VALVE WITH STANDARD PLAN w SHUT-OFF VALVE & UNION 520 U) CITY ENGINEER DAT EL SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 53672 A 0 Rik Done ff I K I I I I"1EM%e..ft%/TE ue"%0NTwHm"`%tDNL v/-\L'%V/E HARDSCAPING (SEE NOTE 4) V-4 V.44 14 1.4 44 V4 P 4 V4 114 7-414 4 V. v 4 CLEAN BACKFILL - SEE SPECS. FOR MATERIAL. 90% COMPACTION REQUIRED PROVIDE 6" MIN. OF SAND BEDDING AND SHADDING ®® Iw CONTROL WIRE SLEEVE - . ........... ...... .. .... H=MrSIZE PER PLAN INSTALL ......... . . .... ....... =1 I I-- ADJACENT TO PRESSURE -I I II .. .. ..... ®III........ SUPPLY LINE ......... PRESSURE SUPPLY LINE III SLEEVE - SIZE TWICE III11-1 HI I 11-7 DIAMETER OF PRESSURE SUPPLY LINE 6" TYR. NON -PRESSURE LATERAL LINE SLEEVE -SIZE TWICE DIAMETER OF NON -PRESSURE LATERAL LINE NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC, 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD, PLAN 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 6, USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 7. COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART # EX-TA-ET-2-PRW. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN TYPICAL SLEEVING 533 ZITY ENGINEER DATE R.C.E. 53672 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I `LEEVIING DETAIL SCALE: N.T.S. SCALE: N.T.S. MARLEX 900 ELL NON -PRESSURE LATERAL FITTING NON -PRESSURE LATERAL LINE NOTE: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS, 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY, CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN POP-UP SHRUB SPRAY HEAD 539 CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SI R.C.E. 53672 SHEET OF I H U POP UP Sh B HEALj 06" 95 SCH 80 PVC UNION CARSON MODEL 1220.1214" X 21 PURPLE WITH LID MODEL 1220-4 'AND STAINLESS STEEL BOLT. COVER ETCHED "STRAINER" (CARSON OR EQUAL) 3- f -FINISH GRADE o -STRAINER WILKENS WYE S -YS -150 (1"- 6') RECOMMENDED PIPE TO BACKFLOW EVENTOR FLOW 3/4" WASHED CRUSHED AGGREGATE BASE NOTES: 1. ENSURE A MINUMUM OF 6" CLEARANCE FROM BOTTOM OF STRAINER TO THE CRUSHED AGGREGATE. 2. STRAINER CAN BE PAINTED PURPLE WITH RUSTOLEUM #1961 AS PER CUCAMONGA VALLEY WATER DISTRICT. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STRAINERSTANDARD PLAN 517-C CITY ENGINEER DATE R.C.E. 53672 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 eat TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 ELLS O "SNAP'TITE" WATERPROOF RAINBIRD 1812-NPCAP SCH 40 PVC MALE ADAPTOR CONNECTORS OR EQUAL SAM PRS (PURPLE CAP) SET TO 1/4" ABOVE FINISH 6" -12" DIAMETER CLEAR SCH 80 PVC UNION ELECTRIC CONTROL VALVE WITH GRADE OF SOIL. MULCH PER CITY PRESSURE REGULATORSTANDARDJAPER FINISH SOIL GRADE AWAY FROM HEAD v) < PVC NIPPLE RAINBIRD: EPB-CP-NP-HAN-PRS-D cc.. < CARSON MODEL 1220-12 14"x2l" 3: VIOLET /LAVENDER WITH LID MODEL ... ....ee. 0 c < W ca z 1220-4 WITH STAINLESS STEEL BOLT (OR APPROVED EQUAL) .. . ... ui 0 AND ETCHED WITH CONTROLLER -xx.� -------- < AND VALVE SEQUENCE cc co ¢ 6" MIN. FINISH GRADE z = SIDEWALK M z sI 11 III- PIG TAIL EXPANSION (MIN. 24" LONG) NLOOP RECYCLED WATER I I Fz: VVAhNING TAG (SEE NOTES) SCH 80 PVC NIPPLE --- ------- w BRASS ANGLE VALVE W/ (MINIMUM 2" LONG) UNION USE CHAMPION LOW ANGLE VALVE WITH UNION MODEL 300 (1"-2`) 3"III'SCH 3/4" WASHED 0 - SCH 40 PVC .4 CRUSHED AGGREGATETXT 90° ELL as SCH 80 PVC NIPPLE MARLEX 90 0 STREET ELL SCH 80 PVC UNION CONTROL & COMMON WIRES BRASS NIPPLE SCH 80 PVC SXSXT TEE PRESSURE SUPPLY LINE NOTES: 1, INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. N 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, Ln rn 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 0 VALVE NUMBER TO WIRE INSIDE VALVE BOX. (0 6, ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHRISTY'S PURPLE MODEL NO. ID-MAX-P2-RC009) ATTACHED TO VALVES. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. N CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: REMOTE CONTROL VALVE WITH STANDARD PLAN w SHUT-OFF VALVE & UNION 520 U) CITY ENGINEER DAT EL SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 53672 A 0 Rik Done ff I K I I I I"1EM%e..ft%/TE ue"%0NTwHm"`%tDNL v/-\L'%V/E HARDSCAPING (SEE NOTE 4) V-4 V.44 14 1.4 44 V4 P 4 V4 114 7-414 4 V. v 4 CLEAN BACKFILL - SEE SPECS. FOR MATERIAL. 90% COMPACTION REQUIRED PROVIDE 6" MIN. OF SAND BEDDING AND SHADDING ®® Iw CONTROL WIRE SLEEVE - . ........... ...... .. .... H=MrSIZE PER PLAN INSTALL ......... . . .... ....... =1 I I-- ADJACENT TO PRESSURE -I I II .. .. ..... ®III........ SUPPLY LINE ......... PRESSURE SUPPLY LINE III SLEEVE - SIZE TWICE III11-1 HI I 11-7 DIAMETER OF PRESSURE SUPPLY LINE 6" TYR. NON -PRESSURE LATERAL LINE SLEEVE -SIZE TWICE DIAMETER OF NON -PRESSURE LATERAL LINE NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC, 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD, PLAN 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 6, USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 7. COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART # EX-TA-ET-2-PRW. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN TYPICAL SLEEVING 533 ZITY ENGINEER DATE R.C.E. 53672 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I `LEEVIING DETAIL SCALE: N.T.S. SCALE: N.T.S. MARLEX 900 ELL NON -PRESSURE LATERAL FITTING NON -PRESSURE LATERAL LINE NOTE: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS, 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY, CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN POP-UP SHRUB SPRAY HEAD 539 CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SI R.C.E. 53672 SHEET OF I H U POP UP Sh B HEALj 06" 95 SCH 80 PVC UNION CARSON MODEL 1220.1214" X 21 PURPLE WITH LID MODEL 1220-4 'AND STAINLESS STEEL BOLT. COVER ETCHED "STRAINER" (CARSON OR EQUAL) 3- f -FINISH GRADE o -STRAINER WILKENS WYE S -YS -150 (1"- 6') RECOMMENDED PIPE TO BACKFLOW EVENTOR FLOW 3/4" WASHED CRUSHED AGGREGATE BASE NOTES: 1. ENSURE A MINUMUM OF 6" CLEARANCE FROM BOTTOM OF STRAINER TO THE CRUSHED AGGREGATE. 2. STRAINER CAN BE PAINTED PURPLE WITH RUSTOLEUM #1961 AS PER CUCAMONGA VALLEY WATER DISTRICT. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STRAINERSTANDARD PLAN 517-C CITY ENGINEER DATE R.C.E. 53672 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 eat WaterMeter: Size 11 /2" Water Meter: Size 11 /2" Water Meter; Size 11 /" Water Meter: Size 11 /2" Elevation: 1360Elevation: 1375Elevation: 1390Elevation: 1236 Static Pressure: High 120 Low 108 Static Pressure: High 113 Low 102 Static Pressure: High 107 Low 96 Static Pressure: High 80 Low 75 Source Of Information: CV D -T D MUNSON Source Of Information: CVWD-TED MUNSON Source Of Information: CVWD-T D MUNSON Source Of Information: CVWD-TED MUNSON Phone Number: 909-987-2591 Phone Number: 909-987-2591 Phone Number: 909-987-2591 Phone Number: 909-987-2591 Date Of Information: 8/19/08 Date Of Information: 8/19/08 Date Of Information: 8/19/08 Date Of Information: 8/19/08 Remote Control Valve: A2 Remote Control Valve: 132 Remote Control Valve: 19 emote Control Valve: C4 Maximum Demand: 31 G.P.M. Maximum Demand: 30 G.P.M. Maximum Demand: 21 G.P.M. MaximumDemand: 24 G.P.M. Elevation of Highest 1368 Elevation of Highest Head: 1376 Elevation of Highest Head: 1390 Elevation of Highest Head: 1236 ty. Size ItemP.S.I.Loss Qty. Size Item P.S.I. Loss ty. Size Item P. S.1. Loss Qty. Size Item P.S.I. Loss 11/211 Water Meter 2.00 11/211 Water Meter 1.80 11/211 Water Meter0. Q 11 /" Water Meter 1.20 11/2" Pressure ulster (Fall -Out) 5.00 11/2" Pressure Regulator (Fall -Out) 5.00 11/2" Pressure Regulator (Fall- ut) 5.00 11/2"Pressure Regulator (Fall -Gut) 4.00 11/211 R.P, Backflow Device 12.00 11/211R.P. Backflow Device 12.00 11/211 R.P. Backflow Device 12.00 11/211R.P. Backflow Device 12.00 11° Flow Meter 0.50 1" low Meter 0.50 11/41" Flow Meter 0.50 1" Flow Meter 0.50 11/411 Master Valve 1.90 11/411 Master Valve 1.90 11/211 Master Valve 0.50 11/411 Master Valve 1.27 1 11 /" ate Valve (s) 0.10 2 11 /2" Gate Valve (s) 0.20 11 /2" ate Valve (s) 0.20 11 /2" Gate Valve (s} 0.20 140' 11 /2" Main Line 3.50 118' 11 /2" Main Line 2.76 187' 11 /" Main Line 4.66 130' 11/2 Main Line 2.02 11/2" .C.V. Assembly 2.80 11/2"R.C.V. Assembly 2.90 11/2"R.C.V. Assembly 1.50 11/4'° R.C.V. Assembly 1.76 18' 3/ Lateral Line 0.54_ ' / " Lateral Line IN 3/411 Lateral Line 3.32 / " 40' 3/411 Lateral Line 1.60 5' 1" Lateral Line 0.12 381 1" Lateral Line 1.27 5" 11/4" Lateral Line 0.12 15' 11/4" Lateral Line 0.25 18' 11/411 Lateral Line 0.45 51 11/211 Lateral Line 0.12 Fittings Loss (10%) 2.87 5' 11/211 Lateral Line 0.08 5' 11/211 Lateral Line 0.12 Fittings Loss (10%) 3.20 Elevation Change (+ Fittings Loss (10%) - 2.49 Fittings s Loss (10%) 2.90 Elevation Change (+ Elevation Change (+ -} Elevation Change (+ -) Total System Losses: 31.93 Total System Losses: 35.15 Total System Losses: 31.57 Total System Losses: 27.37 Pressure to OperateHead: 30.00 Pressure to Operate Head: 30.00 Pressure to Operate Head: 30.00 Pressure to Operate Head: 30.00 Total Pressure Required: 62.00 Total PressureRequired: 65.00 Total PressureRequired: 62.00 Total Pressure Required: 57.00 Lowest Static Pressure Available: 108.00 Lowest Static Pressure Available: 102.00 Lowest Static Pressure Available: 96.00 Lowest Static Pressure Available: 80.00 Pre -Set Regulated Pressure (if required): 82.00 Pre -Set Regulated Pressure (if required): 85.00 Pre -Set Regulated Pressure (if required): 82.00 Pre -Set Regulated Pressure (if required): 77.00 Residual WaterPressure: 20.00 Residual Water Pressure: 20.00 Residual Water Pressure: 20.00 Residual Water Pressure: 20.00 City Requried Residual Water Pressure: 15 - 20 J City Requried Residual Water Pressure: 15-20 City Requried Residual Water Pressure: 15-20 City Requried Residual Water Pressure: 15-20 PRES.,,,SURE LOSS CALCULATIO�K,�, P.O.C.'A'/ IRRIGATION VALVE H F L L MAN AVENUE I PRESSURE CALCULATIO #*"% I P -O -un B'/ IRRIGATION BASELINE AVENUE I PRESSURE Luo"SS CALCULATION P.O.C.'I'/ IRRIGATION VALVE AMETHYST AVENUEGROVE AVENUE I PRESSURE LOSS C`ALCULATIOr\_ P.O.C.'Lom;"/ IRRIGATION SCALE: N.TA i IIJIIIaY PROJECT Sheet o 58 of 65 N F Iiiiij Iiiiql 111117, 1 FA 1 0 422%-413%qff E ■ [PLANTINGii1 CALL-OUT[XER. REF 1.2] SYMBOL BOTANIC COMMON let?, v I mil I "ma j SYMBOL LEGEND TREES SHRUBS CALL -OUT SYMBOL � CALL -OUT SYMBOL SIZE (gal./box) QUANTITY QUANTITY Me_ei_#1Re_f.#) 20 L-11,12,13/1.1 20 L-11,12,13/1.2 10 L-11,12,13/1.3 10 L-11,12,13/1.4 5 L-11,12,13/1.5 5 L-11,12,13/1.6 a#] NgML 10 110 a: I anai At FOR NOTES AND FOR PLANTING DETAILS, SPECIFICATIONS, FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 FOR R' IRRIGATION PLAN SEE SHEET L-6 .■y QTY THIS SIZE SPACING COMMENTS SHEET T-1 Chitalpa tashkentensis NCN 24" Box Per Plan Standard 21 'Pink Dawn' 3' Min. Grow Space SHRUBS S-1 CONTRACTOR SHALL AND LANDSCAPE ARCHITECT CONDITIONS PREVENT Rockrose INSTALLATION ■ • PLANS y r SPECIFICATIONS,1. lr SHALL RESPONSIBLE FOR REMOVING AND 4' o. c. ■■1O • /REPLANTING AREAS ARE , INSTALLED PER PLAN AND RE -INSTALLING S-2 SPECIFICATIONS. 2. CONTRACTOR SHALL DETAILS jD SPECIFICATIONS it PREPARATION, PLANT r 3' o.c, REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS, 3. CONTRACTOR SHALLi" f r HIMSELF/HERSELF WITH ALLUNDERGROUND PIPES, STRUCTURES, California fuchsia • y r• ■ 1 AT NO COST TO THE CITY, ANY AND SHALL1 RESPONSIBILITY r THE REPAIR/REPLACEMENT, 3' o.c. DAMAGE SAID UNDERGROUND FACILITIES, 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE Texas Ranger / f ..: j rr HAVE/. r j,:. ESTABLISHED, PLANTING r 1. GRADES SPRINKLER BEEN COMPLETED, 5' o, c, HAVE BEEN PROPERLY GRADED AND PREPARED AS SPAND THE WORAPPROVED BY THE CITY. 5. r.. r■R - ALL PLANT -1 •y SHALL BE APPROVED FOR Qj AND LANDSCAPEARCHITECT ■■-Oy 1 REPRESENTATIVE INSTALLATION.1LOCATION ALLPLANT MATERIALSHALL : SUBJECT APPROVAL OF THE CITY PRIOR TO EXCAVATION. 6. rL f , ANY DAMAGED 1 r1 i AREAS 1. ■R f• RESPONSIBLE •'. ■ 1... REPAIRS / r O. REPLACEMENT CONTRACTOR Manzanita SUB- 6' o.c. ry SHALLBE j DUPLICATE ORIGINAL ry +■ OR CONTRACTOR. REPLACEMENT PLANTS, UNLESS rrrr r OTHERWISE APPROVED QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED, 8. WHENEVER7. ■ j. OR • •* N r C O V • AREAS 1 i ADJACENT • AREAS rj■ j■ y ARE PUBLIC LANDSCAPE Deer Grass tU. r 1 :: • i REQUIRED, rl i I r / i CONCRETE HEADER !� ADJACENT TO PRLANDSCAPE PURSUANTSTANDARDS 5' o.c. AND DETAILS : HEREON. O • CLEAN rSHALL1 PLACE ON x DAILY BASISOTHERWISE APPROVED BY .��10. THE FOLLOWINGAMENDMENTS y ••:rrr+OSES ONLY,AMENDMENT r AND 3' o.c. QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATINS THE REQUIRED (SEE SPECIFICATIONS), TOTIL SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. APPLIES TO ALL SHRUB BEDS. NITROGENSTABILIZED SAWDUST r • ■- GYPSUM 125 LBS r i r i LUS r' ■ r r � URM01113160. ry SHALL, r WOODUNDER r • AND r SHRUB BED AREAS INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING r ry SHALLACCOMMODATE , SHALL i SAMPLE FOR THE CITY'S OPERATIONS I.. * �r r ' PURCHASE y E.: y r PLACEMENT. '. REFER PROJECT SPECIFICATIONS, 308-4.9.6 7 .rr■j PRIOR APPROVAL �rII MULCH TO USE ■ f EQUAL. E ■ [PLANTINGii1 CALL-OUT[XER. REF 1.2] SYMBOL BOTANIC COMMON let?, v I mil I "ma j SYMBOL LEGEND TREES SHRUBS CALL -OUT SYMBOL � CALL -OUT SYMBOL SIZE (gal./box) QUANTITY QUANTITY Me_ei_#1Re_f.#) 20 L-11,12,13/1.1 20 L-11,12,13/1.2 10 L-11,12,13/1.3 10 L-11,12,13/1.4 5 L-11,12,13/1.5 5 L-11,12,13/1.6 a#] NgML 10 110 a: I anai At FOR NOTES AND FOR PLANTING DETAILS, SPECIFICATIONS, FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 FOR R' IRRIGATION PLAN SEE SHEET L-6 .■y QTY THIS SIZE SPACING COMMENTS SHEET T-1 Chitalpa tashkentensis NCN 24" Box Per Plan Standard 21 'Pink Dawn' 3' Min. Grow Space SHRUBS S-1 Cistus'Sunset' Rockrose 5 gallon 4' o. c. 130 S-2 Salvia sonomensis Sonoma Sage 5 gallon 3' o.c, 317 S-3 Zauschneria californica California fuchsia 5 gallon 3' o.c. 94 S-4 Leucophyllum frutescens Texas Ranger 5 gallon 5' o, c, 67 'Compacta' ( J41 S-5 Arctostaphylos d, 'Howard Manzanita 5 gallon 6' o.c. 35 McMinn' 0 S-6 Muhlenbergia rigens Deer Grass 5 gallon 5' o.c. 74 S-7 Penstemon centranthifolius Scarlet Bugler 5 gallon 3' o.c. 83 GROUNDCOVERS M3GC -1 Lantana'Dwarf Yellow' Dwarf Yellow Lantana 1 gallon ' o.c. i47 MGC -2 Myoporum parvifolium Prostrate myoporum 5 gallon 8' o.c. 23 SPECIFIED SHRUBS SHALL NOT BE PLANTED WITH AMENDED BACKFILL, � r lrr y�� � ;� ■ � i ■ i i � +rr • � • � + r 11 - r � � i •, +� ■. r rr ` � ;r�rr� i l i � ■� �r � 1 t 0 PROJECT Sheet65 - - BASELINE __7 - AVENUE ..... . ...... m a. R N I jjg� Aft co a 1-800 422-4133 SYMBOL LEGEND TREES SHRUBS CALL -OUT SYMBOL CALL -OUT SIZE -\ SYMBOL (gal./box) QUANTITY QUANTITY 2 j ME t r■r FOR NOTES AND PLANTINGFOR 4 " SFECIFICATIONS, SEE SHEET i FOP CORRESPONDING CONSTRUCTION FOR CORRESPONDING IRRIGATION rry ■ A, SEE SHEET L-7 [XER. REF 1.1'PLANTING XE t `F 1.2 SYMBOL CALL -OUT BOTANICtNAME T-1 Chitalpa tashkentensis NCN 'Pink Dawn' r QTY THIS SIZE SPACING COMMENTS SHEET 24 Box Per Plan Standard 3 Min. Grow Space Rockrose S-1 Cistus'Sunset' 0�' S-2 Salvia sonomensis 5 gallon S-3 Zauschneria californica + S-4 Leucophyllum frutescens 3' o.c. 4 - 'Compacta' Texas Ranger S-5 Arctostaphylos d. 'Howard 5-0 McMinn' 0 S-6 Muhlenbergia rigens S-7 Penstemon centranthifolius QTY THIS SIZE SPACING COMMENTS SHEET 24 Box Per Plan Standard 3 Min. Grow Space Rockrose 5 gallon 4' o.c. 0�' Sonoma Sage 5 gallon 3' o.c. California fuchsia 5 gallon 3' o.c. 4 - Texas Ranger 5 gallon 5' o.c. 5-0 Manzanita 5 gallon 6' o.c. Deer Grass 5 gallon 5' o.c. Scarlet Bugler 5 gallon 3' o.c. GROUNDCOVERS unGC -1 Lantana'Dwarf Yellow' Dwarf Yellow Lantana 1 gallon onGC -2 Myoporum parvifolium Prostrate myoporum 5 gallon SPECIFIED SHRUBS SHALL NOT BE PLANTED WITH AMENDED BACKFILL. 3' o.c. $' o.c. � ` rt t � � i i rt •` # !1 t t � � rt • •ki r t 21AI Ir r r • `t r rr t � �rrr� t � � � �r �■ � i t • D i PP.O t j-,-Lj-,jjj[jjjqi PACIFIC LIVILAND EMPIRE TRAIL I A. v PHASE 4 BASELINE AVENUE PLANTING PLAN /A { Kell v We D10" 1101 RCE No. 53672 r r DATE JOB NO. 0823 111 IIIIi 11 Il 0 PROJECTSheetNo. 60 of 65 1 �800 422-4133 ................ k �x LXER. R . 1.1 PLANTING LEGEND: . RE F. 1.2 SYMBOL .j CALL -OUT BOTANIC NAME COMMON NAME TREES T-1 Chitalpa tashkentensis NCN 'Pink Dawn' SYMBOL LEGEND TREES SHRUBS CALL -OUT SYMBOL CALL -OUT SIZE SYMBOL (gal./box) QUANTITY QUANTITY a,, - W1, a � � 0 10 9 1: a FOR NOTES AND LEGENDS, FOR PLANTING FOR SPECIFICATIONS, FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-4 FOR CORRESPONDING IRRIGATION ■ t PLAN 1 8 SHRUBS S-1 0 S-2 S-3 + S-4 S-5 0 S-6 S-7 Cistus'Sunset' Salvia sonomensis Zauschneria californica Leucophyllum frutescens 'Compacta' Arctostaphylos d. 'Howard McMinn' Muhlenbergia rigens Penstemon centranthifolius GROUNDCOVERS Lantana 'Dwarfr Myoporum parvifolium SPACINGQTY THIS SIZE 24 Box Per Plan Standard 3' Min. Crow Space Rockrose 5 gallon 4' o.c. Sonoma Sage 5 gallon 3' o.c. California fuchsia 5 gallon 3' o.c. Texas Ranger 5 gallon 5o.c. Deer mw r. 5 gallon 6' o.c. 5 gallon 5' o.c. 5 gallon 3' o.c. Dwarf Yellow Lantana 1 gallon 3' o.c. Prostrate myoporum 5 gallon 8' o.c. 74 PLANT SPACING NOTE: SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON -CENTER SPACING AS SHOWN ON LEGEND, CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL, AT NO ADDITIONAL COST TO THE CITY, AS REQUIRED TO MAINTAIN DESIGN INTENT DUE • EXISTING SITE CONDITIONSANTICIPATED DURING DESIGN.• WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL, LANDSCAPE ARCHITECT AND REPRESENTATIVE ., APPROVE FINAL LAYOUT INSTALLATION, L 4�'bm U , I , , UP �i � a co .a�illll(Ij X NX Date Ski CITY DESCRIPTION OF REVISION APPROVED PA C IF I C II\,TLA.,IVD EMPIRE TRAIL PHASE 4 AMETHYST STREET rd KSM ARCHITERRA DESIGN GROUP LANDSCAPE ARCHITECTURE SITE PLANNING 10221 4 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 909 484-2800 * 909 484 —2802 RLA NO. s 34 iM• 0823 RCE No. 53672 PROJECT Sh.;e61 of 1-800 0 422-4133 TWO WORKING DAYS BEFORE YOU DIG =R,F.1.1 — -PLANTING — r [XER, REF. 1.21SYMBOL CALL -OUT BOTANIC NAME COMMON NAME TREES T-1 Chitalpa tashkentensis NCN 'Pink Dawn' QTY THIS SIZE SPACING COMMENTS SHEET 24" Box Per Plan Standard 3' Min. Grow Space SHRUBS 0 S-1 Cistus'Sunset' Rockrose 5 gallon S-2 Salvia sonomensis Sonoma Sage 5 gallon S-3 Zauschneria californica California fuchsia 5 gallon S-4 Leucophyllum frutescens Texas Ranger 5 gallon 'Compacta' U* S-5 Arctostaphylos d. 'Howard Manzanita 5 gallon McMinn' Q S®8 Muhlenbergia rigens Deer Grass 5 gallon S-7 Penstemon centranthifolius Scarlet Bugler 5 gallon GROUNDCOVERS "f{GC-1 r titi:�r r. Lantana'Dwarf Yellow' Dwarf Yellow Lantana 1 gallon GC -2 Myoporum parvifolium Prostrate myoporum 5 gallon SPECIFIED SHRUBS SHALL NOT BE PLANTED WITH AMENDED BACKFILL, 4' o.c. 3' o.c. 3' o.c. 5' o.c. am 4 3' o.c. 8' o.c. PLANTA rr i ON-CENTERSHRUB UT AS SHOWN ON PLAN INDICATES MASSES." QUANTITIES ARE AS SHOWN ON PLAN, r�_SPACING ON LEGEND, CONTRACTOR jrTO VERIFY QUANTITIES BASED.. �r eri SPACING AND ADD DITIONAL PLANT MATERIAL, AT NO ADDITIONAL ST THE CITY, As TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN, LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL, LANDSCAPE ARCHITECT AND REPRESENTATIVE r* APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. SYMBOL TREES SHRUBS CALL -OUT SYMBOL CALL -OUT SIZE SYMBOL (gal./box) QUANTITY QUANTITY all FOR NOTES AND LEGENDS, SEE SHEET L-1 1 FOR PLANTING DETAILS, SEE SHEET L-14 FOR SPECIFICATIONS, SEE SHEET L-16 R CORRESPONDING CONSTRUCTION PLAN SEE SHEET L -4A FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-8A N ON 1 1'. Z 0 1 � DESCRIPTION , �. • APPROVED PACIFIC IIV,LA.,IVD EMPIRE TRAIL PHASE 4 GROVE AVENUE PLANTING PLAN i DATE:/cc, RCE No. 53672 �� II 0 � r �r � � • rr Wr LANDSCAPE ►rr SITE PLANNING• 10221 -A TRADEMARK STREET S' RANCHO r (909) 484-2800 FAX: (909) 484-2802 L-1 3AOF 21 RLA NO, 2834 C ' 0823 n w z A CURB AND GUTTER UNDERGROUND STRUCTURE eg, TRANSFORMER VAULT, NOTES: 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. 2. ALL TREES IN THE R.O.W, ARE SUBJECT TO LINE OF SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND FACILITIES. IN ADDITION MAINTAIN 5' FROM CENTER OF TREE TO ALL UTILITY OWNED WATER & SEWER LATERAL LINES. 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. MAINTAIN APPDXIMATELY 5' FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN PLACEMENTTREE 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF 1 TRO'hEE PLACEMENT N.T.S. ( y� 1)r C� v TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE. BUT NOT SO LOW AS TO LOSE SUPPORT OR ALLOW W THE HEAD TO DROP. Q MAX. TIGHTLY COMPACTED 3" BERM TO FORM WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS. LOCATE OUTSIDE OF PLANT PIT. BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANCE. NOTES: 1. REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. 2. STAKES TO BE PLUMB AND PARALLEL. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N W E 0 S TOP OF STAKES BELOW HEAD OF TREE WHERE SPECIES GROWTH HABIT PERMITS. MAIN TRUNK WETS OF CINCH TIES SPACED 24" RT, CONVEX SIDE AGAINST TREE TRUNK. ATTACH WITH GALVANIZED SCREWS TO 8' LODGE POLES, 2" DIA. LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF 6" INTO UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL. r; rL•;•ii�� r r r a •ir r rrr �s r r •, i � i• r •rr :;_ ARBOR GUARD IN TURF AREAS AND FRONT YARDS. NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIA. NATIVE SOIL UNDISTURBED I CALIFORNIA c6 APPROVED BY: DOUBLE STANDARD PLAN W L® " BOX502 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF 1 TREE PLANTING ALN.T.S. i• i •ii � i r .;r •�r FINISH GRADE NOTES: 0 0 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL, DO NOT CRACK ROOT BALL. TIGHTLY COMPACTED 3" BERM TO FORM DEPRESSED WATERING BASIN. • nlirr .i r i•. � i i i y i •ir `.� NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIAMETER. UNDISTURBED NATIVE SOIL. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN CONTAINER PL CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 SHEET 1 OF 1 _zjHpH"'UB PONLANTING rSCALE: N.T.S. ONE HALF OF SPACING REQUIREMENT DISTANCE EQUAL TO THE ON CENTER SPACING OF SPECIFIED SHRUB DISTANCE EQUAL TO THE ON CENTER SPACING OF SPECIFIED SHRUB, UNLESS SPECIAL CASE AS DESCRIBED IN NOTE 4. BELOW. NOTE: 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS, 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING FROM SUCH LIMITS, SEE LEGEND FOR SPACING REQUIREMENTS. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR, CITY OF RANCHOA, CALIFORNIA APPROVED BY: SHRUB AND GROUND COVER STANDARD PLAN SPACING508 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C,E. 24953 SHEET 1 OF 1 %mmz CING %rj% H U B S P A 00'4& N.T.S. ®m HARDSCAPING (CONCRETE HEADER, CURB & GUTTER, SIDEWALK, ETC,) 4" OF COMPACTED WOOD CHIP MULCH. FINISH SOIL GRADE COMPACTED NATIVE SOIL NOTES: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 2. MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS, 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR ALLOWED TO REMAIN THERE. CITY OF RANCHOA, CALIFORNIA APPROVED BY: STANDARD PIAN MULCH INSTALLATION 509 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953_ SHEET 1 OF 1 L-m-ULCIN' LA%YffER AL N.T.S. PROJECT Sheet SPRINKLER IRRIGATION SPECIFICATIONS PART 1 - G-ENB3AL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish and install the Irrigation System as shown on the Drawings and described herein, B, Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.02 QUALITY ASSURANCE & REQUIREMENTS A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required, B. Manufacturer's Directions-, Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications. C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, or requirements of the same. However, when these Specifications and Drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence. D. Explanation of Drawings: 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnished such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between the irrigation system, planting and architectural features. 2. All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in the specifications. 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the City of Rancho Cucamonga, In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. 1.03 SUBMITTALS A. Material list: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications. No substitution will be allowed without prior written approval by the City of Rancho Cucamonga. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Although manufacturer and other information may be different, the following is a guide to proper submittal format: Item No. Description Manufacturer Model No. 1 Backflow Preventer Febco 825 -Y -BV 2 Automatic Controller Calsense ET1-24 -DR 3 Master Valve Superior 3100 RCV 4 Etc. Etc. Etc, Irrigation submittal must be specific and complete. All items must by listed and should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal information. 3. Equipment or materials installed or furnished without prior approval of the City of Rancho Cucamonga may be rejected and the Contractor may be required to remove such materials from the site at his own expense. 4. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings and Specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee, Such warranties shall only supplement the guarantee. B. RECORD DRAWINGS: 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozalid prints which shall be corrected daily, showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work proceeds, showing the work as actually installed. For example, should a piece of equipment be installed in a location that does not match the plan, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend, The relocated equipment and dimensions will then be transferred to the original record drawing plan at the proper time. 3. Before the date of the final observation, the Contractor shall transfer all information from the "record drawing" prints to a sepia mylar or similar mylar material. Arrangements shall be made through the city for obtaining said sepia mylar or similar mylar material. All work shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for use on mylar material. Such pen shall be similar to those manufactured by Rapiclograph, Kueffel & Esser, or Faber Castell. The dimensions shall be made as to be easily readable even on the final controller chart (see Section C), The original mylar "record drawing" plan shall be submitted to the City of Rancho Cucamonga for approval prior to the completion of the controller chart, 4. The Contractor shall dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, road intersections, etc., the location of the following items: a. Connection to existing water lines. b. Connection to existing electrical power, c. Gate valves. d. Routing of sprinkler pressure lines (dimension max. 100' along routing). e. Sprinkler control valves. f. Routing of control wiring and locations of all splice boxes. g. Quick coupling valves. h. Stub -outs for future connections. i. Other related equipment as directed by the City of Rancho Cucamonga. 5. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of Rancho Cucamonga, Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. C. Controller Charts: 1, As-builts drawings shall be approved by the City of Rancho Cucamonga before controller charts are prepared. 2. Provide one controller chart for each controller sequence, d. Pressure rating in P.S.1, 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place, cap and e. NSF (National Sanitation Foundation) approval installed within on -grade landscaped areas. Carson Industries # pressure test all piping under paving prior to the paving work. 3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt -down cover or approved equal and shall be the maximum size which the controller door will allow. 2. Generally, piping under existing walks is done by jacking, boring, or 4. The chart is to be a reduced drawing of the actual installed system. 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. 5. Use 10" x 10-1 /4" round box for all quick coupling valves installed hydraulic driving, but where any cutting or breaking of sidewalks However, in the event the controller sequence is not legible when the within on -structure landscaped areas, Carson Industries No. 910-12B and/or concrete is necessary, it shall be done and replaced by the drawing is reduced, it shall be enlarged to a size that will be readable C. PVC Non -Pressure Lateral Line Piping: with green bolt -down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the City of Rancho when reduced. N. Sprinkler Heads: Cucamonga, No hydraulic driving will be permitted under concrete 1. Non -pressure buried lateral line piping shall be PVC Schedule 40 paving. 5. The chart shall be a black line or blueline ozalid print and a different with solvent -weld joints when installed in planting areas, 1. All sprinkler heads shall be of the same size, type, and deliver the color shall be used to indicate the area of coverage for each station, same rate of precipitation with the diameter (or radius) of throw, 3. Refer to City Standard 120 "Trench Repair" when within City streets 2. Non -pressure lateral line piping installed under paved areas shall be pressure, and discharge as shown on the Drawings and/or specified susceptible to traffic loads. 6. When completed and approved, the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. sealed between two pieces of plastic, each piece being a minimum 20 D. Assemblies: mils. 3. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC 2, Spray heads shall have a screw adjustment. compound conforming to ASTM resin specification D1784. All pipe I 1. Routing of sprinkler irrigation lines as indicated on the Drawings is 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS -22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines (and various assemblies) in such a observation of the irrigation system. with an appropriate standard dimension ratio, on the drawings. manner as to conform with the details in the Drawings. D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01 B), all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly requirements for non -pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet, 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent -weld pressure main line pipe and fittings as I calendar days prior to completion of construction, two hard -cover, set forth in section 2,01 B of the Specifications, 5. All sprinkler heads of the same type shall be the same manufacturer. 3, Install all assemblies specified herein in accordance with respective three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to D. Brass Pipe and Fittings: . 0, Sleeving: specific items required to complete work, perform such work in a. Index sheet which states Contractor's name, address, and accordance with best standard practice with prior approval of City of telephone number, and which lists each installed equipment 1. Where indicated on the Drawings, use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline, lateral lines Rancho Cucamonga. and material item including names and addresses of conforming to Federal Specification #WW -P-351. or control wiring shall be Schedule 40 P.V.C. or approved equal. manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification #WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting C. Guarantee statement. d, Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. manufacturer. major equipment. 5. On PVC to metal connections, the Contractor shall work the metal 2, In addition to the above mentioned maintenance manuals, provide 1. Pipe: Type K, hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal, shall be used on all the City's maintenance personnel with instructions for major 2. Fittings: wrought copper, solder joint type. provide a base for mounting the automatic sprinkler controller and terminal strip, threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC equipment and show evidence in writing to the City of Rancho connections are required, use threaded PVC adapters into which the Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 3. A 1 1 7 volt duplex box shall be provided with an On/Off switch, and a pipe may be solvent welded. rendered. 16% zinc, 24% cadmium, solidus at 1125° F, and liquiclus at 1145° F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply E. Equipment to be Furnished: F. GateValves: to the controller housing. All power within the housing shall be E. Line Clearance: properly phased. 1. Supply as a part of this contract the following tools: 1. Ball Valves" 1/2" and smaller) 4. A terminal strip shall be provided, clearly indicating the proper 1. All lines shall have a minimum clearance of six (6) inches from each other and twelve (1 2) inches from lines of other trades, with the a. Two (2) sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded points of connection of all appropriate wiring (station valves, master valve, common, central control). exception of the control wire sleeve(s) which shall be installed adjacent to pressure supply line. Parallel lines shall not be installed disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly over one another. supplied on this project. b. Two (2) four -foot valve keys for operation of gate valves. b. Ball valves shall be Nibco T- 585-70-66 or approved equal, Q. Miscellaneous Irrigation Equipment: C. Two (2) keys for each automatic controller. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: d. One (1) quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve (2" and larger) 1 . Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall every five (5) or fraction thereof of each type of quick coupling valve installed, be connected to controller in numerical sequence as shown on the a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 2. The above mentioned equipment shall be turned over to the City at equipped with a 2" operating nut. b. Resilient Wedge Gate valves shall be No. 403 RT -RW as approved equal, G. High Voltage Wiring for Automatic Controller: the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal, P_4RT_3._-EXECU_T1_0N, evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. City of Rancho Cucamonga, 1, 120 volt power connection to the automatic controller shall be G. Quick Coupling Valves: 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 1. Quick coupling valves shall have a brass, two-piece body designed for A. All scaled dimensions are approximate, The Contractor shall check and verify 2. All electrical work shall conform to local codes, ordinances, and union A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.1, all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. care in handling, loading, unloading, and storing PVC pipe and fittings. All prior to proceeding with work under this Section, PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending or a concentrated external load 2. Quick coupling valve shall be operable with a quick coupler key. Key B� Exercise extreme care in excavating and working near existing utilities, The H, Remote Control Valves: at any point. Any section of pipe that has been dented or damaged will be size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together, allow discarded, and if installed, shall be replaced with new piping, H. Backflow Prevention Units: � his operations or neglect, Check existing utilities drawings for existing utility at least twelve (1 2) inches between adjacent valve boxes. Install each locations, remote control valve in a separate valve box. 1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe, so there shall be 1, Flushing of System: A. If the Contractor wishes to substitute any equipment or materials for the irrigation drawings. Install backflow prevention units in accordance with the Drawings. no interference with utilities or other construction or difficulty in planting equipment or materials listed on the Drawings and Specifications, he may do trees, shrubs, and ground covers. 1 . After all new sprinkler pipe lines and risers are in place and so by providing the following information to the City of Rancho Cucamonga for approval: 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be screwed boy with 60 mesh morsel screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system. #1008 or approved equal. 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3.02 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system the backflow preventer shall be installed as required by local code. has been accomplished to the complete satisfaction of the city of 2. Provide descriptive catalog literature, performance charts and flow The Contractor shall verify with the local g, verning body as to A. Physical layout: Rancho Cucamonga. charts for each item to be substituted. material type and installation procedures prior to start of construction. Submit shop drawing for approval, 1 � Prior to installation, the Contractor shall size stake out all pressure J. Sprinkler Heads: 3. Provide the amount of cost savings if the substituted item is supply lines, routing and location of sprinkler heads. approved. 1, Check Valves: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2" and smaller shall be 200 pound W.O,G. bronze to installation, to those itemized. or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition, neoprene, or rubber disc materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW -V-51 D, Class A, B, Water Supply: 2, Spacing of heads shall not exceed the maximum indicated on the Type IV. Drawings, In no case shall the spacing exceed the maximum 1.06 GUARANTEE 1. The irrigation system shall be connected to water supply point(s) of recommended by the manufacturer. A. The guarantee for the irrigation system shall be made in accordance with the 2. Anti -drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel connection as indicated on the Drawings. 3,04 TEMPORARY REPAIRS attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti -drain valve shall be field adjustable against 2. Connections shall be made at the approximate location(s) shown on these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti -drain valve shall be similar to th e Drawings, The Contractor is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the irrigation system. the Valcon "ADW or approved equal, caused by actual site conditions. sprinkler system equipment in operating condition, The exercise of this right by the City shall not relieve the Contractor of his responsibilities under the terms of the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C, Electrical Supply: guarantee as herein specified, maintenance manual. 1. Except as noted otherwise, connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3,05 EXISTING TREES C. The guarantee form shall be re -typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s) of connection as indicated on the shall contain the following information: burial copper wire AWG-U.F. 600 volt. Control wiring installed in Drawings. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all control wire conduit within structure shall be made with AWG -TW possible care to avoid injury to trees and tree roots. Excavation in areas where two, GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter, except directly in the path of pipe or conduit, shall be tunneled We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller, Install in accordance with by actual site conditions. under and shall be heavily wrapped with burlap to prevent scarring or excessive free from defects in materials and workmanship, and the work has been completed in valve manufacturer's specifications and wire chart. In no case shall drying. Where a ditching machine is run close to trees having roots smaller than two accordance with the Drawings and Specifications, ordinary wear and tear, unusual wire size be less than #14. 3.03 INSTALLATION (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand abuse, or neglect excepted. We agree to repair or replace any defects in material or trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. closed within twenty-four (24) hours; and where this is not possible, the side of the replacing of such defects at no additional costs to the City. We shall make such 1, Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shall be kept shaded with burlap or canvas. repairs or replacements within a reasonable time, as determined by the City, after 3. Where more than one (1) wire is placed in a trench, the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow receipt of written notice, In the event of our failure to make such repairs or be taped together at intervals of fifteen (1 5) feet, layout indicated on the Drawings and as noted. 3.06 FIELD QUALITY CONTROL replacements within a reasonable time after receipt of written notice from the City, we authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three (3) feet of each 2. Provide for a minimum of twenty-four (24) inches cover for all A. Adjustment of the System: expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping, splice connection at each electric control valve, so that in case of 1. The Contractor shall flush and adjust all sprinkler heads for PROJECT: repair, the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four (24) inches cover for all optimum performance and to prevent overspray onto walks, disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three (3) inches or larger in diameter. roadways, and buildings as much as possible. LOCATION: in trench without stress or stretching wire conductors, 4. Provide for a minimum of eighteen (11 8) inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will SIGNED: 5. All splices shall be made with Scotch -Lok #3576 Connector Sealing supply lines of two and one half (2 1/2") inches or smaller provide proper and more adequate coverage, the Contractor shall Packs, Rainbird Snap-Tite wire connectors,, or approved equal. Make make such adjustments prior to planting. Adjustments may also ADDRESSED: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve (1 2) inches for all non -pressure include changes in nozzle sizes and degrees of arc as required. lines. PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of & Provide for a minimum cover of eighteen (1 8) inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be PART _2_-RR0_l2U= Rancho Cucamonga. wiring. accomplished within ten (1 0) days after notification by the City. 2.01 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120 "Trench Repair" when within City streets 4. All sprinkler heads shall be set perpendicular to finished grades susceptible to traffic loads. unless otherwise designated on the Drawings. A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s) shall be of size and type shown on the 5� Rain Bird EFB-CP-PRS valves will be set per manufacturers specified herein, or approved equals. Drawings, B. Backfilling: specification so that each lateral operates at design pressure. B. PVC Pressure Main Line Pipe and Fittings: 2, Final location of automatic controller(s) shall be approved by the City 1. The trenches shall not be backfilled until all required tests are B. Testing of Irrigation System: of Rancho Cucamonga. performed, Trenches shall be carefully backfilled with the excavated 1. Pressure main line piping for sizes 2" and larger shall be PVC Class materials approved for backfilling, consisting of earth, loam, sandy 1. The Contractor shall request the presence of the City of Rancho 315. 3, Unless otherwise noted on the Drawings, the 120 volt electrical power clay, sand, or other approved materials, free from large clods of earth Cucamonga in writing at least 48 hours in advance of testing. to each automatic controller location is to be furnished by others, The or stones. Backfill shall be mechanically compacted in landscaped 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde I, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per PVC compound conforming to ASTM resin specification D1784. All areas, Backfill will conform to adjacent grades without dips, sunken square inch and prove watertight, pope must meet requirements as set forth in Federal Specification PS L. Electric Control Valves: areas, humps or other surface irregularities. 22-70, with an appropriate standard dimension (S.D.R.) (Solvent -weld Pipe), 1, All electric control valves shall be the same size and type shown on 2. A fine gra,iular material backfill will be initially placed on all lines. Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. the Drawings. No foreign matter larger than one-half (1/2) inch in size will be 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment, pressure of 150 pounds per square inch and proven watertight prior 3. Flooding of trenches will be permitted only with approval of the City to paving. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga. PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS valve. 4. If settlement occurs and subsequent adjustments in pipe, valves, 4. Sustain pressure in lines for not less than six (6) hours. If leaks 21-70. M. Control Valve Boxes: sprinkler heads, lawn, planting, or other construction are necessary, develop, replace joints and repeat test until entire system is proven the Contractor shall make all required adjustments without cost to the watertight. 5. PVC solvent -weld fittings shall be Schedule 40, 11-1 NSF approved 1, Use 10" x 10-3/4" round box for all gate valves, Carson Industries City. 5. All hydrostatic tests shall be made only in the presence of the conforming to ASTM test procedure D2466. #910-128 with green bolt -down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall 6. Solvent cement and primer for PVC solvent -weld pipe abd fittings sleeve shall be PVC with minimum size of six (6) inches. C. Trenching and Backfill Under Paving: be backfilled until it has been observed, tested, and approved in shall be of type and installation methods prescribed by the 2. Use 9-1/2" x 1 e" x 1 1 " rectangular box for all electric control valves. i . Trenches located under areas where paving, asphaltic concrete, or writing. manufacturer, Carson Industries # 1419-12B with green bolt -down cover or approved concrete will be installed, shall be backfilled with sand (a layer four 6. Furnish necessary force pump and all other test equipment, equal. (4) inches below the pipe and six (6) inches above the pipe) and 7. All PVC pipe must bear the following markings: compacted in layers to 95% compaction, using manual or mechanical 7. When the irrigation system is completed, perform a coverage test in 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal the presence of the City of Rancho Cucamonga to determine if the a. Manufacturer's name coupling valves. Carson Industries # 608-12 with green flex -lock the compaction of the existing adjacent undisturbed soil and shall be water coverage for planting areas is complete and adequate, Furnish b. Nominal pipe size cover or approved equal, left in a firm unyielding condition. All trenches shall be left flush all materials and perform all work required to correct any C. Schedule or class inadequacies of coverage due to deviations from the Drawings, or where the system has been willfully installed as indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of the City of Rancho Cucamonga, This test shall be accomplished before any ground cover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3.07 MAINTENANCE A, The entire irrigation system shall be under full automatic operation for a period of seven (7) days prior to any planting. B. The City of Rancho Cucamonga reserves the right to waive or shorten the I operation period. 3.08 CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to its original condition. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga at time of final observation. Any items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City of Rancho Cucamonga, B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has received all accessories, charts, record drawings, and equipment as required before final site observation can occur, 3.10 SITE OBSERVATION SCHEDULE I A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for the following observation meetings, according to the time indicated: 1. Pre -Job Conference - 7 days 2. Pressure supply line installation - 24 hours 3. Lateral line and sprinkler installation - 24 hours 4. Automatic controller installation - 24 hours 5. Control wire installation - 24 hours 6. Pressure supply line and lateral line testing - 48 hours 7. Coverage test - 48 hours & Final observation - 7 days B. When observations have been conducted other than the City of Rancho Cucamonga, show evidence in writing of when and by whom these observations were made. C. No site observations will commence without "As -Built" record drawings. The contractor shall not call for a site visit without "As -Built" record drawings, without completing previously noted corrections, or without preparing the system for said visit. a . FA -• 0 1 "I � I i n % "I'll W . , "I I - - I i CITY DESCRIPTION OF REVISION 1, "I'll, '� APPROVED i I I I I I I I I I F I I PACIFIC INLAND EMPIRE TRAIL PHASE 4 IRRIGATION SPECIFICATIONS APPROVED -9- 1 I - _L I I&M 2"%,,�I;IIIIIIIIIIIIIIIIII�I,�f,-, 4�;�- RCE No. 53672 - � M W --- JRC/JLP ARCHITERRA DESIGN GROUP LANDSCAPE ARCHITECTURE SITE PLANNING 10221 -A TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 (909) 484-2800 FAX: (909) 484-2802 RLA NO. 2834 DATE 04/30/09 JOB NO. 0823 - RA"WHIG 2240-L PROJECT Sheet No. 64 of 65 1 CONCRETE SPECIFICATIONS PART 1 GENERAL 1.07 Guaranties: 3.06 Coordination: 6,03 Submittal: 1.01 Description A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn Weed abatement work shall be coordinated with the installation of the irrigation Prior to the installation of any weed control materials, the Landscape Contractor shall shall be guaranteed from date of final acceptance of landscape construction system rototilling and soil amendment work, and planting. (See Weed Abatement submit to the Landscape Architect/City a list of the weed control materials and For concrete information refer to the Standard Specifications for Public Works for periods as follows: section). quantities per acre intended for use in controlling the weed types prevalent and Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor Sections 4, 201, 303, and 400, as well as any other sections related to the installation, Trees 24" box & larger 1 year PART 4 - TREES AND SHRUBS shall furnish the Landscape Contractor and Landscape Architect and City data to per and post installation of concrete work, materials, labor, and clean-up. The Trees 15 gal. & smaller 1 year demonstrate the compatibility of the weed control materials and methods with the Standard Specifications for Public Works Construction is available from: Shrubs All sizes 120 days 4.01 Scope of Work: intended planting and seed varieties present. Ground Cover 120 days BI Buildiqg News Bedding Plant 120 days Provide all material, equipment, and labor necessary to install all trees and shrubs as 6.04 Responsibility and Coordination: 3055 Overland Avenue Lawn 120 days k shown on plans, as reasonably implied and as delineated in the specifications. Los Angeles, CA 90034 Lawn (seed) 120 days from first mowing A. Landscape Contractor is responsible for the erection of all signs and barriers (310)202-7775 4.02 Products required to prevent intrusion into the treated areas and to notify the public. Guarantees begin after the project acceptance by City and at the end of the 1.02 Scope 180 -day maintenance period. Landscape Contractor shall replace and plant A. Nomenclature - Plant names indicated on the drawings conform the "Standard B. No material or methods shall affect the landscape planting or hydroseed all materials which have died within the time span stated above, at no cost Plant Names" established by the American Joint Committee on Horticulture. germination. No material or method shall render the job site unusable for Furnish and install all concrete work complete as indicated on the drawings or as and within 5 days from receiving written notice from the Landscape Architect Except for names covered therein, the established custom of the nursery is more than 10 days from date of application. specified, but not limited to the following: or City. If dead material is not replaced and planted within the 5 day followed. .including, I period, City may replace dead material with new material and charge the 6.05 Non -Selective Herbicides: A. Furnish and set all reinforcing steel, bolts, and anchors, Landscape Contractor for all expenses incurred, B. -Go-ndition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall Non-selective contact herbicide and/or non-selective systemic herbicides (as B. Install all items required by other trades which are to be cast into concrete. B. Construction Materials: The contractor shall guarantee all workmanship and have healthy, normal root systems, well -filling their container, buy not to the recommended by the Pest Control Advisor) materials for all site development, for a period of one year from date of final point of being root bound. Plants shall not be pruned at anytime, and in no C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where acceptance of project, case shall trees be topped. 6.06 Selective Herbicides: applicable. 1.08 Material and Labor Releases: C. Trees and shrubs shall be growing at a recognized nursery in accordance with Selective pre -emergent herbicides compatible with seed mixtures (as recommended by 1.03 Protection Upon completion of the work, the Contractor shall present to the City, signed copies of good horticulture practices and shall be of the size and caliper normally the Pest Control Advisor) All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. all labor and materials releases for all work performed under Site Development. associated with the container size specified on plans. Removal of all tags, labels, nursery stakes and ties from all plant material prohibited until the 6.07 Weed Eradication: Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, approval of the Landscape Architect or City . place and remove all of his own barricades. Contractor shall be responsible for any 1.09 Disposal and Clean-up: If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in damage to new construction and replacement or repair of the work shall be made D. All plant material delivered to the site showing signs of damage or disease or the planting areas will require control prior to removal, spray these areas per Pest without added cost to the City. Remove all waste materials (including excavated material classified as unacceptable is insufficient in size to carry out the intent of the planting plan will not Control Advisor's recommendations. soil material), trash and debris generated or encountered during the course of accepted and will be replaced at Contractor's expense. 1.04 Clean-up landscape construction, and legally dispose of it. During the course of the work, A. Prior to the installation of the irrigation system remove and clear all weeds remove surplus materials from the site and leave premises in a neat and clean E. izesszf Elants - Shall be as stated on the Plan. Container stock (1 -gallon, 5 and deleterious materials from planting areas. Upon completion of all concrete work and before final acceptance, the Contractor shall condition. Clean up and remove all remaining debris and surplus materials upon gallon, and 15 -gallon) shall have been grown in containers for at least one (1) remove all tools, surplus materials, apparatus, debris, etc. from the site and the site completion of work, leaving the premises neat and clean. The site shall be cleaned year, but not over two (2) years. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of shall be left in a clean, neat condition acceptable to the City. upon the request of the inspector. 1 " - 2" below the surface of the soil. Physically remove all weeds from the site. F. S_ubstitufians - Substitutions for indicated plant material will be permitted PART 2 - EXECUTION provided the substitute materials are approved in advance by the City, and PART 7 -LANDSCAPE MAINTENANCE PLANTING SPECIFICATIONS are made at no additional cost to the City. Except for authorized variations, PART1 -GENERAL 2.01 Protection: Keep all plant material delivered to site in a healthy condition for planting, Plants all substitute plant materials shall conform to the requirements of these 7.01 Scope of Work: shall not be allowed to dry out. Bare root stock shall be separated and heeled -in, in specifications. Provide all materials, labor and equipment necessary for, or incidental to, performing 1.01 Scope of Work: most earth or other suitable material until planting. Balled and burlapped plants G. P-lants-hof -App-ro-ved - Plants not approved are to be removed from site all maintenance requirements as reasonably implied or as delineated in the shall have root ball covered with moist sawdust, wood chips or other suitable material immediately and replaced with suitable plants, The City reserves the right to specifications including, but not limited to the following: Contractor shall provide all materials, labor and equipment incidental to and until planting. reject entire lots of plants represented by defected samples. necessary for completing all work, as indicated on the drawings, as reasonably Maintain all plants and planted areas. implied, or as delineated in the Specifications as follows. 2.02 Installation: H. Stake all trees, as per details immediately after planting to prevent wind Keep planted areas free of weeds and debris. damage. Prune trees and shrubs. 1,02 Standards: Detailed layout of plants within the planting areas shall be performed by Contractor Fertilized all plants and planted areas. and approved by the Landscape Architect and City prior to planting, L Plant trees that are to be located in lawn or ground cover areas after finish Irrigation. All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications Soil excavated from planting holes shall be amended to backfill around trees and grades are first established and allow at least 7 calendar days prior to Insecticide spraying. For Public Works Construction (Green Book) latest edition. shrubs using the following mixture: installation of said lawns or ground cover to provide for thorough watering 7.02 Fertilizers: of trees. All planting holes shall be excavated as defined on appropriate 1.03 Quality Assurance: Native, On -Site Soil with rock no greater than 3" in diameter details. A. Commercial fertilizers with an analysis of 5 -3 -1 -Gro -Power Plus, and 12-8-8 Gro Power Plus, 5-3-1 w/ M 16 lbs/cy 4.03 Soil Amendments: Gro -Power Controlled Release Nitrogen, as designated herein, or approved A. All Contractors performing Site Development work, must be licensed in Iron Sulfate 2 lbs/cy substitute as required by the Agronomic soils report. Available from Gro accordance with the laws of the State of California. Soil amendments shall be as recommended in the Agronomic soils report Power (909) 393-3744. (To be used for bidding purposes only, verify with Agronomic Soils Test.) B. Contractor shall provide the Landscape Architect and the City with a list of 4.04 Trees Stakes: B. Ammonium Sulfate: Granular form containing not less than 21 % nitrogen and Subcontractors and Material Suppliers expected to be employed during the After backfilling, construct a 3" earthen berm to form watering basin around each 24% sulfur and shall be registered as an agricultural miner, with the State course of construction, plant, to allow thorough water -in and establishment. Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," further information. Section 1030 of the Agricultural Code. C. Contractor shall obtain and keep in force Public Liability and Property Prior to installation of turf and ground cover, remove water basins from around trees Damage Insurance, during entire course of the Construction Contract. The and shrubs. Berms in turf areas to be removed prior to City acceptance. PART 5 - GROUND COVER AND BEDDING PLANTS 7,03 General: amount of insurance shall be determined by City. PART 3 - SOIL PREPARATION AND FINISH GRADING 5.01 Scope of Work: Maintenance shall start immediately after landscape irrigation and planting. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion dates, 3.01 Scope of Work: Contractor shall also supply the Landscape Architect and City with the name Provide all materials and equipment and perform all work necessary for and Maintain all plants and planted areas on a continuous basis as they are installed and telephone number of the person in charge of the work. A. Provide all materials and equipment, and perform all work necessary for and incidental to installing all ground cover and bedding plants, as shown on plans, as during the progress of the work, and continue to maintain them until final acceptance incidental to the soil preparation and finish grading of all planting and lawn , . reasonably impliedor delineated in the specifications of total project. Replace any dead or dying plants as directed by the Landscape 1.04 Responsibilities and Coordination: areas as shown on plans, as reasonably implied, or as delineated in the 5.02 Bedding Plants: Architect and City representative. specifications. A. Permits: The Contractor shall obtain and pay for all permits and inspections A. Irrigation: Operate irrigation system on an established program to maintain required by governing authorities for the work to be performed. B. Furnishing, placement and grading, of topsoil for backfilling of planters if Perennials and Annuals: Provide healthy container grown plants from a recognized all plants and planted areas in a healthy condition. Irrigation system run-off required, nursery, and of the species and variety shown on plans. shall be kept to a minimum. Damage to irrigation system resulting from B. Existing Conditions: The Contractor shall verify all conditions and maintenance and equipment and/or maintenance personnel, shall be dimensions shown on the plans at the site prior to commencement of any C. Cleaning and finish grading of planters areas and planting areas. 5.03 Ground Cover: restored to its original condition at no cost to the City. Failure of any part of work under this contract. The Contractor shall verify the location and depth the irrigation system shall be brought to the attention of the City. No repairs of all underground utilities prior to start of work. 3.02 Topsoil: Ground Cover: Provide ground cover of the species shown on plans. Ground cover other than emergency repairs shall be accomplished without written shall be established and well rooted in flats or similar containers. permission from the City. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred A. Existing on-site soils listed as 'acceptable' under'Site Grading' specification. for all temporary utilities such as water, electrical power and gas as required 5.04 Mulch: B. Weed Control: Keep all planted areas free of weeds and debris by cultivating by him for the construction of the project. Temporary services shall be B. Topsoil imported to site for use as fill, backfill in planters and mounding, areas at intervals not to exceed 10 calendar days. coordinated with the City and other contractors on the job site. shall be sandy textured. Silt plus clay content of this soil shall be no greater Mulch: Shall be of composted wood chip fiber. than 15% by weight. The boron content of this soil shall be no greater than 1 The Contractor may elect to remove such concentrations of weeds manually or by an D. Survey, Reference Points, and Elevations: The Contractor is responsible for part per million as measured on the saturation extract. The sodium 5.05 Coordination: approved herbicide program. establishing all surveys, reference points and elevations required by him, and absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. shown on plans for proper execution of site construction. In order to ensure conformance, samples of the imported soil shall be A. Do not have plants delivered to the job site until site conditions are ready for C. Pest Control: Spray all plants and planted areas at beginning of maintenance submitted to an agronomic soils testing laboratory, approved by the project planting. If planting is delayed, keep plant roots moist and place in a program and as may become necessary thereafter by an approved method of E. Traffic: The Contractor is responsible for all temporary traffic barriers and Landscape Architect for analysis prior to use. Result of testing to be delivered sheltered location protected from the sun, wind and other damaging pest control, to keep all plants and planted areas free of insects and disease. detours required by him for the construction of the project. All temporary to City for approval. Soil test to include analysis and recommendations, elements. Method shall be reviewed by the City prior to any applications, Pest Control traffic barriers and detours shall conform to all conditions required by the shall include Rodent control. City or governing authorities. 3.03 Soil Amendments: B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover planting. D. Pruning: Prune all plants as designated and directed by Landscape Architect, 1.05 Defective and Unauthorized Work: All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils at start of maintenance program and continue to prune plants as directed or All is determined by inspection in its report furnished by the contractor and verified by city representative, 5,06 Installation: as may become necessary until the end of the maintenance program. A P� work which to be defective construction or 3.04 Soil Preparation: Plant ground cover and bedding plants in moist soil and space as indicated on plans. Remove Edge to keep in bounds trim top UM deficient in any of the requirements of the plans and specifications, shall be remedied trash weekly, ground cover and tv/ or removed, and replaced by the Contractor at his own expense in a manner growth as necessary to achieve and overall even appearance. Exterminate acceptable to the Landscape Architect and City. All work on irrigation system shall be complete and inspected for recommended Each plant shall be planted with its proportionate amount of soil so as to minimize gophers and moles; repair damage, 1,06 Inspections: approval and, fine grading completed, prior to rototilling and prior to soil amendment work, root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. PART 8 - ACCEPTANCE OF PROJECT CP ro CC ignat re The Contractor shall arrange for inspections by notifying the Landscape Architect, City After rough grades have been established, prepare all lawn and planting areas by Regrade planter areas after planting, to restore smooth finish grade and to insure 8.01 General: 31- 0 Renewal te and governing authorities, 24 hours prior to time of inspection, unless otherwise tilling or cross ripping to a depth of 12". All rock and debris more than 2" in proper surface drainage. A 4" layer of mulch material shall be spread over the entire noted. Inspections shall be as listed below, but not necessarily in this order. Only diameter shall be removed from the site, except for areas that are to be sodded, in planter area after grade is established. Watering shall begin immediately after Upon completion of installation, a maintenance period of a minimum of 180 days for tp 0,h Date the inspection pertaining to the project scope of work will apply: which all rock and debris more than 1 " in diameter shall be removed. m mulching. (Grading shall accommodate the mulch) all landscaped areas is required prior to final acceptance of the work by the City, The Commencement date for the maintenance period shall commence upon written 0 C N.- Rough Grading, Apply, spread, and rototil in all soil amendments as recommended to a depth of 6". 5.07 Protection: approval for all phases of planting installation by the City Public Works Inspector. - Drain Lines and Catch Basins. Water area thoroughly after rototilling is complete. Incorporate evenly the top 4" Maintenance period shall be adequate to verify plant characteristics and Irrigations (main line pressure, coverage & system operations test). to 6" the following for each 1,000 square feet of planting area: Erect temporary fencing or barriers to protect planted areas from damage prior to establishment. Soil Preparation and Finish Grading. final acceptance, Plant Material (delivery & placement). 4 cubic yards of nitrolized Redwood or Fir shaving or equal. A. Two inspections shall be made that affect the establishment period: The first Substantial Completion Inspection (at completion of landscape improvements) 200 lbs. of Gro -Power w/M or approved equal. PART 6 - WEED ABATEMENT after all plantings have been completely installed in order to approve the - 7 Days, beginning of the establishment period, and the second at the end of the E EICITY Final Inspection (after maintenance period) - 7 days. The above soil conditioning are minimal qualities only and should be used only for 6.01 Scope of Work: establishment period. If plantings are not acceptable at the end of the 180 bidding purpose, because soil conditions may change drastically from the time these day period, due to defective maintenance, then continue establishment until The contractor shall arrange a Preconstruction job conference with the Landscape specifications were developed to the time the actual soil conditioning take place. Provide all material, equipment, and labor necessary to perform all work as indicated all work meets with the Specifications and can be approved. Architect and City a minimum of seven (7) days prior to the beginning work. Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every on plans, as reasonably implied, and as delineated in the specifications. 25,000 square feet of planted area. These soil tests shall be conducted by an B. At termination of establishment period all plant material shall be live, DESCRIPTION OF REVISION DATE APPROI approved Agronomic soils testing laboratory approved by the project Landscape 6.02 Quality Assurance: healthy, undamaged, and free of infestation. Inferior plantings shall be Architect and City. Copies of the soil test to be provided during the Pre -construction job conference. A. The Applicator of all weed control materials shall be licensed by the State of replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. CITY OF RANCHO CUCAMONGA California as a Pest Control Operator and a Pest Control Advisor in addition to 3.05 Finish Grading: any subcontractor licenses that are required. After rototilling operations are complete, grade areas to establish finish grades for B. All materials and methods must conform to Federal, State, and Local planting. All flow lines shall be maintained and proper tolerances shall be met after Regulations, F"ACIFI,"07, INI'mr-AND EMPiKE TR`hAIL settlement at the end of the project maintenance period. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt r a grade change. PROJECT Sheet No. 65 of 65