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HomeMy WebLinkAbout2124 INDEX OF SHEETSrn STANDARD PLANS SHEET N0. DESCRIPTION BIKE TRAIL STAUITY OF C��RAN AY SECTIONS COMMUNITY TRAIL STA 101 DRIVE AND t TITLE SHEET xN' H MONGA 2 GENERAL NOTES &TRAIL NOTES 103 SIDEWALK AND RAMP LAYOUT AND JOINT DETAIL SIDEWALK 3 CONSTRUCTION NOTES &TYPICAL SECTIONS104 CURB AND Gt1TTER 4 PLAN AND PROFILE ROCHESTER OC EAVEST - 554+00 120 TRENCH REPAIR 154+ESTER AVE 3 154+00 PACIFIC ELECTRIC. IN"LAND EMPIRE TRAIL 51 e P> B11dCFLOW 5 PLAN AND PROFILE 554+00 - 559+00 154+00 - 158+33.83 6 PLAN AND PROFILE 559+00 - 563+50 517 VALVEED R SMALLER PREVENTER 7 PLAN AND PROFILE 563+50 - 567+50 534 VALVE r HEADER 8 PUN AND PROFILE 567+50 - 571+50 534 CONCRETE STEA FENCE 9 PLAN AND PROFILE 571+00 . 575+00 ROCHESTER AVENUE TO 1320 FT EAST OF ETIWANDA AVENUE 1010A PVC 2 FED 10 PLAN AND PROFILE 575+00 - 578+00 APYYA 11 PUN AND PROFILE 578+00 - 582+00 12 PLAN AND PROFILE 586+00 - 590+00 BICYCLE TRANSPORTATION ACCOUNT NO. BTA 02/03-08-SBD-01 CUCAAIWA GUVAL RNdP 13 PLAN AND PROFILE 586+00 - 590+� V>tiLLEYWATt 14 PLAN AND PROFILE 590+00 - 594+00 15 PLAN AND PROFILE 594+00 - 598+G0 2 TYPICAL WATER SOME 2-INCH AND BELOW 197+21.42 - 198+00 2A COMMERCIAL AND.INDUSTRIAL METER SERVICE 16 PLAN AND PROFILE 598+00 - 602+00 3 TYPICAL WATER SERVICE 3-wCH AND ABOVE 198+00 - 202+00 4 VALVE AND BOX ASSEMBLY 17 PLAN AND PROFILE 602+00 -606+00 202+00 - 206+00 18 PLAN AND PROFILE 606+00 - 610+00 zos+o — 210+00 19 PLAN AND PROFILE 610+00 - 6114+00 ® SPECIAL NOTE REGARDING ADDITIVE ALTERNATES 210+00 - 214+00 20 PLAN AND PROFILE 614+00 - 61&+00 + t,ALL U1>:MS NOT SP2C1PK.1U pFlJGwtffO AS A90RNf ARf R'frBF ' 214+00 - 218+00 >I�'O",AMlmu 6 d"w4w(Ctti 9 t R 21 PLAN AND PROFILE 618+00 - 622+00 OVOW,/,MD!lam+�',fM)49 A I i PM V 218+00 - 222+00 RA+mNAt,LOAN al%�s-a k',k7C)Oat:AIL/A4 e v r� r>e�ftrvt w11 AAWAV a:rmrAurE-wcAar, 22 PLAN AND PROFILE 622+00 - 626+00 „,,. _ 2.OWEA�te To AMW4 ACR12Ailrtr '( AS-M910 XI dAFA 9 222+00 - 226+00 I,, { + o+PRa7&tr S rs'lc3 OF J6 of Vh'P Frr U AftYl—ow 23 PLAN AND PROFILE 626+� r NOWn� 226+00 — 229+7d DEMOTdO iwf aH All PXaJECT tsAErx. - rz 24 SIGNING AND STRIPING PLAN 549+80t 25 SIGNING AND STRIPING PLAN 573+00 - 596+00 - 27 SIGNING AND STRIPING PLAN 596+00 - 620+00 t _ RQ � fi 27 SIGNING AND STRIPING PLAN 620+00 - 630+00 R - 28 TRAFFIC SIGNAL PLAN DETAILS a "` z f 29 TRAFFIC SIGNAL PLAN ° 30 NOT USAD ° v P r CITY OF 31 NOT USED { T a CUCAMONGA ° 32 NOT USED a � CITY L1 ' 33 IRRIGATION PLAN _ 0 F 34 LRRKATION PLAN 35 PLANTING PLAN VET T 36 IRRIGATION DETAILS 3- ....: ETHYST A 37 PLANTING DETAILS " ya LIVE 38 LANDSCAPE SPECIFICATION : �I ,_.. fa 39 LANDSCAPE SPECIFICATION h; 40 ELECTRICAL SYMBOLS&ABBREVIATIONS 41 SINGLE LINE DIAGRAM 42 LIGHTING PLANROCHESiER AVE - 559+00 ', _ 1' +. ( =1` 43 LIGHTING PLAN 554+00 - 567+50 44 LIGHTING PLAN 567+50 - 575+00 ( L` i` �. 45 LIGHTING PLAN 575+00 - 582+00 46 LIGHTING PLAN 582+00 - 590+00 47 LIGHTING PLAN 590+00 - 598+00 : 1 t tt }t, 4$ LIGHTING PLAN 598+� - 606+00 � �''q , t� CITY OF ONTr�O I 49 LIGHTING PLAN 606+00 - 614+00 AS. # 50 LIGHTING PLAN 614+00 622+00 ;` VICINITY �{ 51 LIGHTING PUN 622+00 - 630+02,45 `'MAP 52 ELECTRICAL DETAILS _ I L 53 ELECTRICAL.SPECIFICATIONS " 13 54 STRUCTURAL DETAILS RAILROAD BRIDGE AT L ,' 55 STRUCTURAL SECTIONS AND DETAILS DAY CREEK CHANNEL 71 5 5.B:GF.C,D, REowlaD REV'LSMlVS NOTE: Ty15 58T oA DRAw1x65 © PULL$OX ADDED�IKf aMilitdtn5 ., IF oC WAS cw+SrxEn wrrN Ok'AwING No, 2aRyi z09S tlARit>U4R�VIS!DAIS /l�� D (Nfo 6NE CoNSTXAdltMAI AD0177vE AL74FfA }'TE R&'VtStaVS I/-7�oC No. DESCRAIM aF REMM $E Fo ulvO wlrH ZWAWIV66 ptlg Aro, 208tt, 2085. CITY OF RANCHO CUCAMONGA T(Tt£ SHEET PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1C AERIAL PHOTOGRAMMETRY AND DIGITAL HORIZONTAL AND VERTICAL COOL SEAL ROCHESTER TO ETIWANDA BASIS OF BEARINGS: LOCAL BENCHMARK: TOPOGRAPHY PROVIDED BY: PROVIDED BY: BY: DAM„ O _ gar M THE CALIFORNIA COORDINATE SYSTEM OF C1IY STANDARD CITY OF RANCHO CUCAMONGA 2 BRASS DISK ANALYTICAL PHOT IC SURVEYS, INC. KDM MERIDIAN, INC. 1983, ZONE V(1992.6 EPOCH DATE), STAMPED"CITY OF RANCHO CUCAM()NGA, ON 10058 647 MAIN STREET, SURE 1-A 2272 LAMBERT STREET, SUITE 1710 1, X`' v smw * txv i011 FlE BETWEEN S.B. CO. CONTROL STATIONS RIVERSIDE,CA 92501 t-eoo 227-2600 VINE AZ MK AND STEEL, BEING NORTH 1987' IN CONCRETE CURB AT NORTHWEST CORNER OF LAKE FOREST, CA 92630 LF 83 41'Og EAST 22,826.34 SEE BASE LINE RD.AND ARCHIBALD AVE., 15 FEET WEST OF (909) 06-5103 (949) 768-0731 r �Y� ENGINEERING AT LEAST 7YY0 RAYS ( END OF CURB RETURN AT WEST END OF CATCH BASIN. DATE OF PHOTOGRAPHY: 12-12-2002 DATE: 6-09-2003 { o rtos mrw I��f MOCK 01004M {#� t YOU 0G INDEX MAP FOR LOCAL FONTROL POINTS. ELEVATION: 1350.01 U.S. SURVEY FEET. DATUM: NGVD-29. CONTOUR INTERVAL: 1' PROJECT f02-APS-03 l I.r � --i—,w-5 S 3 �.ceaaouc>ewa wen a mueea vuasa APS W.O.: 03-005 LT ►=ro— a ft © GENERAL NOTES 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS TRAIL NOTES FOR PUBLIC WORKS CONSTRUCTION EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR 1. VERTICAL GRADE: THE FOLLOWING GRADES STIAlL BE OBSERVED. u�f. wrcew se siaa L STREET IDENTI� TION WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 0.-5% OPTIMUM 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 10% MAXIMUM FOR DISTANCES OVER 500 FEET.SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE 15% MAXIMUM FOR DISTANCES LIMITED TO 500 FEET OR LESS. sw woot REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CRY OF RANCHO CUCAMONGA. 20% MAXIMUM PERMITTED ONLY IN EXTREME CASES AND FOR SHORT Jtg .' DISTANCES UNDER 100 FEET, AND ONLY IN CASES WHERE NO VEHICLE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SNARL BE SOLELY RESPONSIBLE FOR ANY ACCESS IS TO BE EXPECTED. DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE \ PLANS. 2. CROSS SECTION: 2-4% OPTIMUM, 6% MAXIMUM IN APPROVED LOCATION ONLY. \ a 4.A PERMIT SHALL BE OBTAINED FROM THE CRY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT 3. DRAINAGE: WHERE TRAIL GRADIENT EXCEEDS 4%, WATER BARS, SPLASH CURBS OR OTHER «« ... OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. DEVICES MAY BE REQUIRED. LOCATION OF DRAINAGE DEVICES TO BE REVIEWED AND APPROVED BY THE CRY ENGINEER. DECOMPOSED GRANTEE STABILIZER 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN SHALL BE USED. STABILIZER SHALL BE FROM GAIL MATERIALS, INC. OR APPROVED EQUAL. �'`4, 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CRY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 4. SIDE SLOPE CUTS AND FILL• 2:1 MAXM W; 2%MAMUM BETWEEN CURB AND TRAIL. 5:1 MAX. TURF& 3:1 MAX. SHRUBS/GROUND COVER BEHIND TRAIL OCCASIONAL SLOE ' 6.ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. VARIATIONS WILL BE CONSIDERED ON A CASE BY CASE BASIS AND WILL REQUIRE APPROVAL 'p BY THE CRY ENGINEER. ft dh s«m 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFlLL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PV4oVIA8D,By !I THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE 5. SURFACING: TRAIL SURFACE SHALL BE STABILIZED DE GRAUTE WITH 4 INCH MINIMUMW, SUBMITTED TO THE CRY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/Oft SURFACING, BASE. REMOVE ROCKS AND DEBRIS AND GRADE SURFACE SMOOTH. STABILIZED D.G. IS AVAILABLE I PLAGUES + SIGNS Tp BF PRflVJDBO FROM GAIL MATERIALS (909) 279-1095 OR APPROVED EQUIVALENT. STABILIZER ORGANIC BINDER g er rur r v.or rn ., nr o n..r� a .r.rrour c or v cu.r i o ^ii n Y^i' it w`iiw SHALL BE INCORPORATED WITH GRANITE FINES BY THE USE OF A PUG MILL TO INSURE PROPER RATIO By TN1< CITY © OF STABILIZER TO GRANITE FINES. FOR EACH 2" LIFT. EVENLY SPREAD THE MATERIAL OVER THE AREA, fiG 9. iGil GRADE AND SMOOTH. THOROUGHLY WATER ENTIRE AREA TO ENSURE THAT THE ENTIRE DEPTH IS MOIST. r"iiAiM.lT . MN ' ''TGR"c �GpiiBLGy..�J TiiTi.TNi n- ROLL THE AREA WITH 1000-3000 LBS. Of WE#GIlT. PRIOR TO USE AilAW THE FIN NLS IED 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 1n 10. DRAIN OVER CONCRETE CURB INTO ADJACENT PLANTING AREA. CONCRETE CA' 39$7 ' -PORCELAIN'GRAY 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY 6. CLEARANCE:ALL TREES SHALL MAINTAIN A 10 FOOT MINIMUM CLEARANCE.ADEQUATE SK HT d REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF DISTANCE TO BE MAINTAINED AT ALL INTERSECTIONS AND DRIVE APPROACHES. FENCE LINE SHALL A QUALITY BETTER THAN THE NATIVE MATERIAL END 10 FEET BACK OF THE B.C.R. OR E.C.R. IN 20 FOOT EASEMENTS. IN SMALLER EASEMENTS, r C 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 UTILITIES SHOULD BE MAINTAINED. e' i 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A FOR USE UNDER AC.AND P.C.C. FENCE LINE SHALL END 2 FEET TO ETHER SITE OF FIRE HYDRANT AND 1 FOOT TO EITHER SIDE OF SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ANY STREET LIGHT OR UTILITY POLE. I .� 13. NOT USED. 7 NOT USED 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. & NOT USED Z i 15. NOT USED, 9. NOT USED 2 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SHE SHALL BE 10. CONCRETE APRONS: FOR DRIVE APPROACHES AT TRAIL ENTRANCES OR AT DRAINAGE CROSSINGS, i CUR. CLEANED UPON REQUEST OF THE INSPECTOR. CONCRETE APRONS SHALL BE A TRANSVERSE"Mf[#LHM FINISH, f e1 1_61 n tom-----✓j-�\V 11. NOT USED 17. CONTACT DIG ALERT AT 1-800-227-2600 AND ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR - YOUR CONVENIENCE ARE THE FOLLOWING UTILITY CONTACTS: t2 NOT USED ( \ I FACED CONCRETE BASE VERIZON (909) 469-6340 #3 l�HOOP 13. NOT USED t2 W/GRAY RJR ROCK SOUTHERN CALIFORNIA GAS COMPANY (909) 355-7583 GRADE CONTACT: RICH GIBSON FINISHED CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 �� I 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 CONTACT: RUSSEL SILVA METROPOLITAN WATER DISTRICT (909) 392-5006 2" t 9' 700 N. MORENO AVENUE LA VERNE, CA 91750 e _ v 2" OC,EW $ #5, TOTAL 4. o CUR. e e EXTEND ENTIRE -}- GOLDEN STATE FOR TIME WARNER TELECOM (909) 456-3693 EPDXY COAT PLAQUE HEIGHT OF OBELISK 13 HOOP 9 12" ONT GUASTI RD #350 IN PUCE PER ONTARIO, CA 91761 _ COLORED CONK. CONTACT: KART VAN WEY SPECIFICATIONS SECTION ADELPHIA 1-800-626-6299 LNPLAQUE$ TO BE 4'-0P SQLIA2E (PORTION OF RED HILL) PROVIDED BY CONTACT: PAUL CYR T14E CITY a ' I.D. SIGN DETAIL A CHARTER COMMUNICATION RIVERSIDE, 6$8CA 92 -STREETY4" #5 BARS N.T.S. _ 6680 VIEW PARK COURT RIVERSIDE, CA 92503 I,.' f^ PLAN CONC.. STREET I.D.SIGN DETAIL NOTES: SOUTHERN CALIFORNIA EDISON (909) 930-8420 FONTANA, CA CONTACT: ROB BOLTON 1. STREET IDENTIFICATION SIN TO BE CONSTRUCTED OF TYPE I -V PCC,30DO SPRINT(FIBER OPTIC LINE) (909) 873-8022 PLAQUE RECESS DETAIL CONTROL JOINT DETAIL . B PSI AT 28 DAYS. VAR1615 1 0V151,11 S pg� 282 S. SYCAMORE N.T.S. N.T.S..TRIA RIALTO, CA 92376-6546 2. REINFORCING SHALL BE 615 GRADE 60 STEEL DESWPWN OF'ReASMBATE CONTACT: LYNN DURRETT 3. EXPOSED CONCRETE SURFACES TO 19E SALTED CITY OF RANCHO CUCAMONGA 18. THE LIMITS OF GRADING AND ALL CONTRACTOR OPERATIONS ARE TO BE WITHIN THE SANBAG RIGHT OF WAY OR THE CITY STREET RIGHT OF WAY. CONCRETE FINISHES. THE CONTRACTOR IS NOT TO ENCROACH ON OR USE ANY ADJACENT PUBIC OR PRIVATE PROPERTIES IN THE COURSE OF CONSTRUCTION ACTIVITIES. 4. COLORED CONCRETE TO BE CHROMIX BY GENERAL NOTES & TRAIL NOTES 19. CUCAMONGA VALLEY WATER DISTRICT (CVWD) WAS PREVIOUSLY CUCAMONGA COUNTYWATER DISTRICT(CCWD). WHERE EITHER OF THESE ARE SCOFTELD SYSTEMS OR EQUAL. PACIFIC ELECTRIC INLAND EMPIRE TRAIL REFERENCED ON THESE PLANS, ASSUME THE NAMES ARE INTERCHANGEABLE, SEAL PHASE 1 C ROCHESTER AVE. TO ETIWANDA AVE. 8 o WE;/ I OUL TOLL IRE *°4 J �a wrw Asa. g 1-W-227-26W R ra, r � LF BOtiLE ENGINEERING ION 77 AT LEAST TWO DAYS * E�12VA31186 ww 4ur;..3w TAm BEFORE YOU DIG crvi a g 4 CS 2 SLT .ec0002ffi:2M et w SYMBO B@BSEVIATION PCC TRAIL PCC ITRNL 12' 2' 2' 12' —--— PROPERTY LINES BC BEGINNING OF CURVE 6:1 MAX, 2% MIN. 6� 1 6' 6a MAX, 2% MIN. CENTER LINES DG DECOMPOSED GRANITE 2:1 MAX 6:1 MAX, 2% MN. 6' I 6' TRAIL LIMITS EC END OF CURVE 2% P.G. 2:1 MAX 2:1 MAX 6:1 MAX, 2% MN. - — 45' RESERVE LIMITS PCC POINT OF COMPOUND CURVE ( 2:1 MAX PRC POINT OF REVERSE CURVE -" *REVERSE CROSS SLOPE P.G. -2% *2% DRNKAGE C&G CURB AND GUTTER STA. 577+50 TO BIKE TRAIL PAVING GB GRADE BREAK COMPACTED NATIVE STA 595+00.00 COMPACTED D BIKE TRAIL GRAVEL SHOULDER k AC CENTERLINE 6" CONC HEADER PER 4" PCC OVER COMPACTED NATIVE NATIVE COMPACTED NATIVE PAVEMENT EXIST. EXISTING CITY STD 534 OVEREXCAVATE 12' TYPI TYPICAL ENGINEERED FILL BELOW PROPOSED 4' PCC OVER 4 DECOMPOSED GRANITE SURFACE S" COW HEADER 0 COLD PLANE 0.10'MAIN, 4" DECOMPOSED ENGINEERED PER� SM 534 CONC. CONCRETE SURFACE OVER ENGINEERED FILL (12" OF 95% MIN. RELATIVE TRAIL PAVEMENT. ENGINEERED FILL OVER ENGINEERED FILL AGGREGATE BASE R/W RIGHT OF WAY (12" OF 95% MIN. RELATIVE COMPACTION,ASTM D 1557) (12" OF 95% MN. RELATIVE (12' OF 95% MIN. RELATIVE .*REVERSE CROSS SLOPE CRUSHED GRAVEL ABNBLDGD. BUILDING DI STA 5 ABANDONED COMPACTION,ASTM D 1557) TYPICAL SIDE BY SIDE TRAIL COMPACTION,ASTM D 1557) COMPACTION,ASTM.D 1557) 59,+ t 40 T AND A DETAIL ID M.H. MANHOLE TYPICAL SIDE BY SIDE TRAIL STA.564+64.94 TO 4 SHEET NO. DETAIL IS LOCATED ON V.C. VERTICAL CURVE PCC BIKE TRAIL ON SOUTH STA. 575+00:00 BVCS BEGINNING VERTICAL CURVE STATION STA. 576+57.76 TO STA. 597+51.07: PCC BIKE TRAIL ON NORTH F SIGN BVCE BEGINNING VERTICAL.CURVE ELEVATION G' CONC HEADER STA 549+77.38 TO STA 550+50.00* EVCS END VERTICAL CURVE STATION PER CITY STD 534, TYP. _( STA.558+65.39 TO STA 561+55.08 EVCE END VERTICAL CURVE ELEVATION STA. 564+64.94 TO STA 575+93.15* EXISTING TOPOGRAPHY COMM. COMMUNITY A.C. ASPH -- — — CONCRETE/ASPHALT LIMITS BEG. BEG NET °. �. COMMUNITY'.TRAIL -------r------- FENCE LINES SBCFCD FSANLOOD D CONTROL COUNTY 4L & 2-XZ"GALVANIZED FLOOD CONTROL DISTRICT 6:t MAX, 2% MN. It:Oo`. 2' INDEX CONTOURS STEEL POST, TYP. 2 GALVANIZED STEEL 2 8:1 MAX, 2% MIN. POC POINT ON CURVE 5" g:Y1` - -{ BRUSH LINES RT. RIGHT " Ma� POST TO CHAIN GATE OPEN 2:1 MAX I 2:1 MAX WALLS LT. LEFT <C'U48, TYP. I P.G. TREE LINESW) n n d �? LIGHT POLE COMMULTI-PURPOSE TRAIL 6' CONIC HEADER `_--- COMPACTED NATIVE NATIVE MH �) MANHOLE _ L4 DECOMPOSED GRANITE,.00' PER CITY STD 534 6' COMC HEADER 5 TREE CONSTRUCTION NOTES (( )-) V GALVANIZED STEEL PIPE OyEREXCAVAIE 12 SURFACE OVER ENGINEERED PER CITY STD 534 GATE (GATE SNAIL OPEN BELOW PROPOSED RILL (12' OF 95% MIN. RETAIIVf PALM TREE BASE BIQ* 4.76' to.00' AWAY FROM STREET) COMPACTION, ASTM D 1557) TRAIL PAVEMENT. FIRE HYDRANT ENGINEERED FILL (12" OF 95% MN. RELATIVE 8 POWER POLE Ot CONSTRUCT 4" P.C.C. PAVEMENT OVER VEHICLE A TYP.ACCESS GATE AT MULTI-PURPOSE TRAIL tlA TYPICAL DG MULTI-PURPOSE TRAIL COMPACTION, ASTM D 1557). 4.Ts Ste:t t" = 5'-0" - STA 150+78.67 TO STA 158+03.14 -- C.- 0 STREET LIGHT 00 STA. 197+74.02 TO STA. 214+56.02 CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE g� s SHOULDER (12" OF 95% MIN. RELATIVE COMPACTION). t.tm'_y .�I STA. 217+62,58 1D STA. 229+89.12 3i)0 0 SPOT ELEVATION r !. `tC so s MISC. SURFACE FEATURES (TYP.) (NOTED AS NEEDED) O FURNISH AND INSTALL PVC 3-RAIL FENCE PER h CITY OF RANCHO CUCAMONGA STD. PLAN 1010-A. `4" rn PCC TRAIL EXISTING m rn Fs 7� CONSTRUCT 18" RCP WITH FLARED END SECTIONS PER CALTRANS STANDARD D948, LENGTH AND J� 2' _ 11' _ 2' GRADE PER PLAN. 2-N1"GPOST..ZED // GATE(GATE STEEL 6:1 MAX, 2% MN. --sere---- STORM DRAIN (SIZE NOTED) STEEL POST, TYP.--JAI' GAPE(GATE SHALL 5.50' 5.50' 6:1 MAX, 2% MN. ®ssa CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER p AWAY FROM 2:1 MAX ---- ----- SANITARY SEWER (SIZE NOTED) CITY OF RANCHO CUCAMONGA STD. PLAN IOD6-C o R.G. 2.1 MAX -- -- -- —v+Mt2----WATER MAIN (SIZE NOTED) AND MODIFIED AS FOLLOWS: DELETE 8" X T POSTS *2% AT STEP-THROUGH. INSTALL 2 -Iz DtA GALVANIZEDTl � ?)5 GALVANIZED STEEL --- > '----- GAS LINE (SIZE NOTED) STEEL PIPE END POST AT STEP-THROUGH EDGE. SEE POST TO CHAIN GATE OPEN --� COMPACTED ro-- -- FIBER OPTIC DETAILS 3 3 AND 3 BIKE PATH NATIVE 4" PCC OVER COMPACTED OVEREXCAVAM 12' ENGINEERED FILL NATIVE O INSTALL FEsSHALL TREATED WITH NON-SKID VEHICLE ACCESS GATE AT BIKE TRAIL B TRAIL PAVEMENT.BELOW PROPOSED D (12" OF 95% MIN. RELATIVE DISPOSITION NOTES RUBBERIZED COATING. 8 SCALE: 1" = 5'-0 COMPACTION, ASTM D 1557) it CONSTRUCT 4" CONCRETE SIDEWALK TO SCHOOL BIKE PATH Q REMOVE (ITEM AS NOTED) ENTRANCE. ©© CowRUCT 14"A.C,5106:wAIK WITH NEAA5A1b, n n /-2-1rt GALVANIZED TYPICAL PCC BIKE TRAIL PROTECT IN PLACE (ITEM AS NOTED) 1� ro ri ( POST TO CHAIN GATE OPEN STA 550+74.94 TO STA. 558+35.00 ADDITIVE ALTERNATE BID Y 1 STR 562+50.00 TO I STA. 562+72.50 Q STA 563+35.50 TO STA. 563+94.DO ADJUST TO GRADE (ITEM AS NOTED) $ 2)¢'GALVANIZED STA 597+75.00 TO,STA 614+75.61 ,0 CONSTRUCT RIVER WASHED GRANITE COBBLESTONES a STEEL POST, TYP. STA. 617+90.00 TO STA 629+95.67 u`S,t,Ft.E7 RFoaV�&p I�3 07 SLOPE PROTECTION PER CITY OF RANCHO CUCAMONGA � 14 &'CNNNLINK AOMIF pER 5 B,C,FC,A 5PEC,ORwG. S. STD. PLAN 542, CASE 2.jd ' VARIOUS f;FVISlo,N5 �© ?NSrALL T1MgERFoKM WrAL 904LARD MOM No,MDR, ADOIT1 AL7F'RNA12 R VS1aNs SPACE I E- eOW06F, 00lCOAT tJi MALLOW, BE RFMevy&E. r ®RaFfR To SNEET3 5Ht55_ EMAJNIAl6 BRIDGE WoRK NOTES, GALVANIZED STEEL LOCKAIJLE. powoERCoAT YELLOW. 3 No. CoMFACT EARTH To A DEPTt4 of 2'u1vDER StuPE ADDITIVE ALTERNATE BID IT`' SHALL OVEN AWAY FR0T8C INV AND Z'6F#1A10 CAWepTE To 95!MAX ORY AFNS1rY � FROM STREET) CITY OF RANCHO-CUCAMONGA - A5 OE'rel?m vfo 8r Asfm n"1SS7, or#M CvwAenav wrraav O2 CONSTRUCT 6" CONCRETE HEADER PER CITY OF g Ft, 013TRICT RNv SNAL6 BE A MIN, of9or, RANCHO CUCAMONGA STD. PLAN 534. 2 "caLvaNIZED CONSTRUCTION NOTES & TYPICAL SECTIONS O CONSTRUCT r DECOMPOSED GRANITE SURFACE ) STEEL�T, TYP. PACIFIC ELECTRIC INLAND EMPIRE TRAIL OVER ENGINEERED FILL (12" OF 95% MIN. RELATIVE w. I` n PHASE 1 C COMPACTION, ASTM D 1557). nSEAL ROCHESTER AVE. TO£TWMDA AVE. .. µ APPROVED BY., RCE ADDITIVE ALTERNATE BID Y ® MULTIPURPOSE TRAIL fr CONC HEADER 2 J¢" GALVA IZED STEEL ° 'g DNI.T�FREE PER CITY STD 534,TYP. POST TO CHAIN GATE OPEN ` " t—✓O0-227-2600 — AT LEAST M DAYS © CONSTRUCT STREET IDENTIFICATION SIGN PER VEHICLE ACCESS GATE AT BIKE TRAIL e ` �.,,/`3,ro�< '�" ,nal BEFORE rou e. CS 55 DETAIL 2 8 SCALE: 1" 5'-Cr — + c�vGt� aea�iaw. +� uoeooram axz pbtt n apmaw fwaux /t E3 LT +eecao BENCHMARK aEv:4350.01 U.S.SURVEY Frgr CONSTRUCTION NOTES: T'BRASS DISK STAMPM"CITY m i1 j ; 1 I &d 10058 t9B7 IN Cam..d AT NN •OF B� itH ! , I ( L RD.AND AVE.,15'WEST OF .OF CURB RETZIRM AT WEST END OF CATCH BASRt.FiEt51T%kl:135D.01 u U.S.SURVEY FEET.DUM:NWD-n, `F' - + + I U D ALONQ n a o v +, I I Q CONSTRUCT$ P.C.C. PAVEMENT OVER + j N ENGINEERED FILL (1Y OF 95% MIN. RELATIVE 154+00.00 _ I i 4 COMPACTION,ASTM D 1557). 11 j i I O CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE i W SHOULDER (1f OF 95% MIN. RELATIVE COMPACTION). CONSTRUCT lir RCP WITH It S N j 1 I I y O PERER CALTRANS STANDARD EDlEt�6TDTi SECTIONS C3 GRADE PER PLAN. � 1 7 1 ( © CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER wt-ICITY OF RANCHO CUCA►dONGA STD. PLAN 1006-C I ( i AND MODIFIED AS FOLLOWS: DELETE 8" X 8" POSTS 5 + 0 5 + 0 i 5 + 0 + 0 AT STEP-THROUGH. INSTALL 2 -}z D�. GALVANIZED I I STEEL PIPE END POST AT STEP-THROUGH EDGE. SEE ° j i i - =1 DETAILS 3 3 AND�. I I g I ( I + " I i I p I ( ADDITIVE ALTERNATE BID N W I I !M O w ' I ,I l 8 ',f) I I n I i + S +c j OZ CONSTRUCT 6" CONCRETE HEADER PER CITY OF (ilL w + y n n n i RANCHO CUCAMONGA STD. PLAN 534. t - .00x 1 1 { jLill j 44I w # O3 CONSTRUCT 4" DECOMPOSED GRANITE SURFACE I I W �j I I OVER ENGINEERED FILL (12' OF 957>MIN. RELATIVE )PI-IATCR- i ' , 1 I i I COMPACTION, ASTM D 1557). I I l Ro III AL G I t { ADDITIVE ALTERNATE BID ZL SITC 4— o © CONSTRUCT STREET IDENTIFICATION SIGN PER I M m I v I DETAIL z HORIZ. SCALE: 1"=20'L I 1 1 �# �' G2= VERT. 1"=4' 41T I I 1 ROCHESTER AVE 550+00 551+00 552+00 3+00 554+1 I I I 00 1O�HDPE WATER 55 j �f ) NATURAL GAS { I 2 iB" STEEL CASING SEWER _I 2 � a `t" R S�� DISPf}SITI( I +IOTES: v I 2 1 „ it 00 j y �� --- STA. 60+2725 0 S 25.27' IlT u `# � � i 1 N m �j ❑2 PROTECT IN PLACE (ITEM AS NOTED) I Ksa -(TRAN CAT)H 1N ALLEY !��1 ,i-1 I R/W y x-I.- AVERSE A�NJ�+STD PLAT! 2 5 3C _ ,I _� x, INV.=7361.8S t� �l3.69 A#90J3�``�'"�"" i- —i v s m �Y - j UMIT m tP 2 I F�BERC 149+78.00 z FIBER 4 g (c FQ y t 4.66o LT. B Fo FO Fes` F 9 —— 11I (. I, nor ,ga �� +25.00 R/W I�m 7 A. 550+27.2 _ _„_.._—� -�-` F CURVE DATA i I x,a ROCH STER � •r -- UMIT L=4�3Q LF x,� _ m � tmaA PAORu [alcni FuxAat :5=3. X _ v' GRADING UMI'TS �V!� RI`A I Ii m Je'S0 B Rl 'D-LOAD= p y _ 2 - ----- J� A i9'11'S5' 191.50' 64.17' 32.39' 51 I W 11155 191.50' 64.17' 32.9' __._ _._ .. _..� .._ to 2 V20" 180.00' 89;92' 45.92' LLJ #dLi}-PtfRPOSE TRAIL)x,u a — M l _ S89'1 I'23"E — — �T 28'37'20` 180.Q0' $9.92' 45.92' cn cn 30'33'30' 150.00, 80.00' 40.98' S89'11 23'E W 3933*30" 180.00' 96.00' 49.17' co_` —-- ---- _ F-- U I S89 2 E _— �- --_ - Q 3 VAR)WS REVISICVVS F�oL 3.._..._ A?EVtSiON$ /F' 2 ADDITIVE AL7&Rh/ATE NO OF OGTE em \! -� M,R. - "— — — - — — CITY OF RANCHO CUCAM(3NCA Ig FROM T.C. 'r -� -' '".'_-5,. -- ------__ ._--- ------- aww + R X'1 I I Al GRADING LIMIT 4z PLAN AND PROFILE �=- I I I I +o'o� '� _, PACIFIC ELECTRIC INLAND EMPIRE TRAIL a azy 1 + PHASE 1C ROCSEAL H STTER AVE TO STAA 554-I.00.00 IRRIGATION POC MPMO BY: WE- (PERf o Q PHASE 1B) N.gkp CFTY g- aN TOLL FREE R/W SiA 48+95.00 V Lcum lUll W. S �r-227-25oc O/S 45.00' RT m Fa .�5ml !F BOYLE ENGINEERING GRAPHIC31 I k 7v31/os q RAT DAAy SEE SHEET l6 (PHASE 16) Ev. m&ow ,WO20 10 0 20 40 4 Crv, CS tk ua�auo mmn¢wr: anr. 1" = 20' ate am® aec w S _ SCALE FEET IT MARK M:12150.01 U.S.SURM FEET CONSTRUCTION NOTES: ———— BENCHMARK Z'MW DW STAMIED"CRY OF RANCHO CUCAMONGA, FlYL I r.p r DM 10058 1987 W CONC.CUFM AT W CORM OF 8ASE LINE RD.AND ARCHIRUD MIE., 15'WEST OF END OF CURB RETURN AT WEST END OF CATCH 94SM ELVAMN: 1350.01 ------ US.SLRM FEET.DATUIA 100-29. + CONSTRUCT 47 P.C.C. PAVEMENT M ENGINEERED FILL (12' OF 95% MIN. RELATIVE 1 8514 1 1 4———— COMPACTION, ASTM D 1557). 8!n I IgI I will CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE SHOULDER 17' OF 95% WIN. RELATIVE COMPACTION). 1;zr; II T IIFURNISH AND INSTALL PVC 3-RAIL FENCE PER ——————- it-- ,I-�11 'I CITY OF RANCHO CUCAMONGA STD. PLAN jolo-A. Fly— (2) CON IT RCP WITH FLARED END SECTIONS CONSTRUCT I ZA 05 PER CALTRANS STANDARD D948, LENGTH AND -9*-�--H,+ +_L L _a # GRADE PER PLAN. .5 -11-)o IrgE I i+00 151 )o --++15$+)0 + N101 i 2 CONSTRUCT 67 CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. gag CONSTRUCT e DECOMPOSED GRANITE SURFACE 6�2 OVER ENGINEERED FILL (1:r OF 95% MIN. RELATIVE COMPACTION, ASTM D 1557). + .2 Lo co w la to Im z ___j i *171�H 1 1 1 \--DIST-GROIINI n kr I i;l I Tl + + Q 11 if IF, 71— Is I I I -(.50% —————— L=50 00111 1 HORIZ' SCALE: 1*=20' j1 VERT. 554+00 555+00 556+00 557+00 558+00 559+00 R/W ys 18111 1'2T E i4WE pWL-_ ------- GRADING OMITry DISPOSITION NOTES: 0 ED PROTECT IN PLACE (ITEM AS NOTED) 4 7481 91 2 FIBER OPTIC Id' GRADING LI 7 RCP 0 6% n y 2 CULVERT FO 1115 Cu O� FO FO FO - 11 -_— - F w z + C" r.'\.L ui�'co Lo CURVE DATA o wl:��_'=ns:=:2-�- p Ill R Lu Qt< 4 S8 '1,1'23"]E co LLJ DELTA RADIUS LWIH TA Exr 84 3933' 180-00'1 9S.CV 49. R co 17' 'w 85 37*00,08" 150.00'1 96.87' 1 MIS' z w w C, S89*11'25*E LLJ m;n) — -T �-MULTf-,�E TRAIL Cn so 3-rOO'08- 150,00'1 96,87' 1 50,19' C, + 7_1 lyq r U) 2 CULVERT— o C/3 VARIOUS Revislolvs ov 3 IN A001"nVE All'69/VA72F I?rwslolvs /1-7-41VO 'GI;IXDI LIMIT T .8 DESORPTION OF REWSION DATE CITY OF RANCHO CUCAMONGA PLAN AND PROFILE i R/W PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1 C SEAL 554+00.00 TO STA 559+00.00 154+00.00 TO STA 158+33.83 APPROVED'HY.' OATS: ENGINEER Dk TOLL FREE proym W. PM-227-2600 LF BOYLE ENGINEERING 7 QRAPHIC SCALE, _mp EAST TWO DAYS 12/31/m W� "m OWL svw a& Ems. CORPORATION OK YOU m 20 10 0 20 40 clyl �WXK CAIN&-= 1" - 20 cxv 90-4?�= --:i-w-.55- am= SCALE —IME W 7__ FEET I T om Fun CONSTRUCTION NOTES: f DRASS DISK StNOPED OF RANCHO CUCAMWA BM 1OD58 1987 IN CONC.CURB AT W CORNER OF BASE UNE RD.AND ARCHBALD AFE.,15'WEST OF END OF CM BASE Ba RETURN AT WEST END OF CATCH WSW.ELEVATION: 1350-01 U.S.SURM FELT.DATUM:NGVD-29. 7— CONSTRUCT r P.C.C. PAWAIENT OVER ENGINEERED FILL(1Z OF 95% MIN. RELATIVE COMPACTION, ASTM D 1557). CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE TTF I I it I i I I I SHOULDER 17' OF 95% MIN, RELATIVE COMPACTION). A AIJEHIRATE BID ------ 14- RIVER WASHED GRANITE COBBLESTONES ——————— CONSTRUCT I I SLOPE PROTECTION PER CITY OF RANCHO CUCAMONGA —————————- -————— STD. PLAN 542, CASE 2,jl 0"4*111- Roftwo ci L 1_1 G'COM L#VK FOAC40 tokg 5,4LCjcC.,0 0 hlkd TPAII 9Fec' ORWG..r. —————-—————————————————— ADDITIVE AL117tA1ATE BID ——— —————————————— CONSTRUCT Er CONCRETE HEADER PER CITY OF o---------- ————————————————- RANCHO CUCAMONGA S7M. PLAN 534. 2 —————-7- -di —————— .+ i 8 — i 621 CONSTRUCT Ir DECOMPOSED GRANITE SURFACE 7 LJ T, GROU�D AI_OING Lij I i COMPACTION, ASTM D 1557). I, :144in OVER ENGINEERED FILL (12t" OF 95% MIN. RELATIVE COMRXIC7-ZW7W 7-0 A VE,071#C,,-21 iwoOf Pft7grrvW A%V Z'641MO CaAtRM 1-0 i F's CID 1�5%AMA VtrXW&rr A5 LYMAA41A160 6r --———— A57M 0-1407 orMf c�mwpAcymav wlrJwA, 7-- 9'e,R6mjr r g1w 3 Amt 1. Ar 40 A AVIV, 01c 9L$ --------------- ur:u sac 'r1M6I79r09M METAL 004WO HORIZ. SCALE 1"=20' ——————— M&DICL No, 211POR,SPACE_J4 loly eAVrM 1*=4' 1 1 1 1 1 1 1 1 1 1 1 1 SQL LA RD.$ -4AW I Oe fAW 0 VAfZ0 IP VERT. SCALE: I IOCXABL-f� FowDiWeoAr ycz4.otfv. f 559+50 560+00 561+00 562+00 563+00 A' 7N R/W SCE 1RANSMISSIONUNE7 CORRIDOR Z­k \11 I W f DISPOSITION NOTES: SWqNG GATE PER crkr or u: RANCHO CUCAMONGA I II Q Vw 11 ATE CITY Or 2 COMMUNICATIONS '3 -- MANHOLE S. PROTECT IN PLACE (REM As NOTED) GA D) PLAN 1006-A. TANCHO CUCAk*GA I% f, /STD. PLAN 1006-:�_ FIBER OPTIC it '10 10 C� FO 0 FO G+ FO —FO L0 FO T GRADING LIMIT— U., w E DECK + CURVE DATA cr) X:C' _5 5 '4! 2 DELTA I NT 65 C0 Lu SEI 1 1E �S&11'2 �11 �L 7- 11 87 15!58'55" 1 LUZ BIKE-MAIL" 62', I I';p K Lu 1: �"_ -.88 7- 563 Lu —Cf) c?w x 14 589*1 1'2,V E 5 w z cf) 4 Rr;%A,'At5 7DMFer-Qae,&.a Avamow"=i Lu f LLJ co A\ VARIottS )?ovj51cvVs `�� GRADING MT 2ADD17-IVE AITE,-NAT-- ui F-i up DESCRPT)DN OF REASM wi CITY OF RANCHO CUCAMONGA THICK PCC SLAB W IR #4 BARS /W 10 x PLAN AND PROFILE " 0&/ A,81X THICK PCC SLAB WITH GRADE TO MAT J4 BARS 0 12- D.C., I PACIFIC ELECTRIC INLAND EMPIRE TRAIL SWING GATE PEF�CITY GRADE TO MATCH. EM RANCHO CUCAMONGA r 1006,Lk -SWING GATE PER C R/W PHASE 1 C + SEAL RANCHO CUCAMONGAi 559+00.00 TO STA 563+50�00 STD. PLAN 1006-A. CHANNEL HE I I T+ + ++ #1 # +LH I _T_ TE lto — N'�� APPROVED W, QAm_L r IDYL C0NT;x1k:IL FAdllirfS 5NA4L SO US CITY ENGINEER Rm* TOLL FREE hV p4w, OWN JW mw4m ft I-SD0-227-26M QRAPHfQ SCAJ F- BOYLE ENGIN ORPORAT EERING AT LEAST TWO DAYS EV.12/31/M CION WORE YOU DIC 20 10 0 W�Zmw 20 40 ::!"WAK CA 1" = 20' 9 Cs w I *�ft E'J SCALE FEET BENCHMARK M.' 1350.01 U.S.SURVEY FEET CONSTRUCTION NOTES: ------ LINE RD.AND ARD#WD AVE.,1W WEST OF END OF CURB BASE BID, -------- ------ RETURN AT WEST ENO OF CAM MM.E"Tft;1350.01 e s Dw STAMPED-cnY OF RWCNO QrAWOWk RAS BM 100515 190r N COW.CURB AT W CORNER OF RASE --- U.S,SURVEY FEET.DATUM:NO40-29. CONSTRUCT-r P.C.C. PAVEMENT OVER ------ ENGINEERED FILL (12" OF 95% MIN. RELATIVE COMPACTION, ASTM D 1557). CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE SHOULDER (127 OF 95% MIN. RELATIVE COMPACTION). #1 14� ---------- it I I I I ADDITIVE ALTERNATE W CT cONSTRU 6" CONCRETE HEADER PER CITY OF ------ RANCHO CUCAMONGA STD. PLAN 5,34. CONSTRUCT e DECOMPOSED GRANITE SURFACE OVER ENGINEERED FILL (12' OF 95% MIN. RELATIVE ---- ----- --- COMPACTION, ASTIM D 1557). .... .I.......... I I+ --------------------------- ------ --- ----------- ------ ----- c ------ -----------SIP +W --------- -p -is t2- H 44 -1-------- + 8-:2- #1 1 mr- 'I --T-1 -"#1 +HL+L1 ci', T; ;77 tip I - ----- ttttlt' ------------ ----------- 771- HORIZ. SCALE: 1"=20' ++ 7-7 I I I I 4� VERT. SCALE: 564+00 565+00 566+00 567+00 DISPOSITION NOTES: R/w M PROTECT IN PLACE (ITEM AS NOTED) R/W !2FjpkR OPTIC + 4 GRADING LIMIT__ FO FO FO 0 ti cn S891Z�2SE 00 CURVE DATA 6 1'- BIKE TO L— -) I DELTA UMM TAIXqff 1 7- w LLJ 90 1 1TO5'27- 1 18040'1 50.55 1 25.44' w:n LLJ a) Z cn 010. 16'05-27- 180.00'] 50.55' 1 25.44' uws uJ w w w V) C'o z ul =--' ui ADD17'Iv9 ALTEWNA-r-r&VIS m zLI Jill/ z RAILROAD R/W NO.I DMRIPTION OF REAWN fm -ti - I WE E5 IF i 7 /W 7 1 ---- --- CITY OF RANCHO CUCAMONGA 11 71 -- PLAN E R PACIFIC ELECTRICAND PIROFII INLAND EMPIRE TRAIL SEAL PHASE 1 C 563+50.00 TO STA 567+50.00 APPROVED BY: • DATE. fi a CITY EMORW ROE, 1 M,MEE 1 1-800-27-2600 QRAPHIQ SCALE, C5201 LF DOYLE ENIGIMEXEM k WO DAYS E,.12/37/%06 CORPORATION lf,' w am snw afir 20 ---- W•)H' YOU DIG 20 10 0 20 40 c I v t CS =mw ok ' SCALE FEET IT —11EW FU W I I I BENCHMARK ELeY: 1350Dt us.SURVEF FEET � i Ct}�t8TRt1CT2t}Nl NOTES: i I i I I BM 10056 lWr IN COW. AT W OF BASE I i I I ! I I I IUNE CURB BASE BID, F�1'ATTWWEST END OF ARCHIShlb CATCH CH :IS-WEST OF END°is of i I I i ; U.S.SURVEY FEET.DATUM:tOw-29. I I I I I ! Ut CONSTRUCT 4 P.C.C. PAVEMENT OVER I i I I ENGINEERED FILL (12" OF 95% MIN. RELATIVE I COMPACTION, ASTM D 1557), i I O CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE I I I ! ! ( I SHOULDER (IT OF 95%MIL RELATIVE COMPACTION). i ! CI I I � 9DDttH/F ACtERt�aTF BID� I ! ! I I - - -- - I ® CONSTRUCT 6' CONCRETE Hf�4LTER PER CITY OF RANCHO CUCAMONGA Sty. PLAN'534, i O CONSTRUCT 4 DECOMPOSED GRANITE SURFACE I I i I OVER ENGINEERED FILL (12' OF 95% MIN. RELATIVE 1 COMPACTION, ASTM D 1557). f I II j i I I ' i l i I i � z —r l I I I I �! �i j z�qF oxi I I 17 — I I ! I T�W- I I , -44 I I I i t I i j I ( 1 1 1i HORIZ. SCALE: 1'=20' I VERT. SCALE, 1"=4' 568+00 569+00 570+00 571+00 DISPOSITION-NOTES: JJ " `�' ---� C"� rP`if•� x,,,,.� i 1 R/W I i\L� F21 PROTECT IN PLACE (ITEM AS NOTED xx� �FO�v FO FO CFO MFO FO GRADI MI� � r,r+e.c}`�-..,.,,•-•-``'.- --y�<.""s�-r FO _CFO C Lo S8912'26'E —6 —�— BIKE iRAiL 7 eL W W Ill 'Z / x,ssoa CD W_ x,xz. x�rs,a Wll! LLL J. - __— _._�_ ---_.___. _._.__ _ x . -_ _ _ ._ _ - Lu v: V) _--------- 2 ADDrT!✓9 ALTERNRTF R6tIgMS FW DESCRFWN OF DATE m CITY OF RANCHO CUCAMONGA } o J ------ —- I f j I ; x, � / RIN _ -- PLAN AND PROFILE PACIFIC ELECTRIC ►R1CND EMPIRE TRAIL �- PHASE 1C SEAL I 567+50.00 TO STA 571+50.00 r APPROVED BY: j r pry.DIGINEER ROE. mm gem mm pRoqm It MO,227-2600 ENGINEERING Tvro Days GRAPHIC SCALE- . Fap.ri/7rJa a� t F BOYLE Till > BEFORE YOU DIG ' 20 10 0 20 40 crvi CS ,area wat a-so*_" 1 - 20 at, i LL..11 " ' 'p,. w-s».:a�eo -JUL uoommuo ann a awnea wraeu .. �y _ a -- _ Gl SCALE FEET I T 1350 BENCHMARK ELEV., . .&SUR�V -------- 01 U. FEET CONSTRUCTION NOTES: r Bk4n DISK STAWD'CITY OF RANCHO CUChMoMGk I ------- SM 100W lWr IN WC.CURB AT W CORNER OF WE ------ LW RD,AM AllailBALD AW-, 15'WEST OF END OF CURB ------ ------------- RETURN AT WEST END OF CA"11".ELBATION:13=1 BASE 80- ------ ------------ --- ----------- U.S.MV FEET.DATUM:NGVD-29.---—-------- ------ ------7--------- CONSTRUCT r P.C.C. PAVEMENT OVER --- ---- I ENGINEERED--- NEERED FILL (12" OF 95% MIN. RELATIVE --- - ----- COMPACTION,ASTM D 1557). CONSTRUCT 2' MIN. VADTH COMPACTED NATIVE 77- RELATIVE SHOULDER (if OF 95% MIN. COMPACTION). L L AP- I i ADDITIVE&-MMTE BID Tr CONSTRUCT Ir CONCRETE HEADER PER CITY oF -------- RANCHO CUCAMONGA SM. PLAN 534, @ CONSTRUCT r DECOMPOSED GRANITE SURFACE 7-7 --- ---- OVER ENGINEERED FILL (IT OF 95% MIN. RELATIVE --- --- COMPACTION, ASTM D 1557). ------ ------ I I --t-7 -j— I I + I J -----— I I 1 1 12I I -Ell -a y- 0; -TT 17- 1 ++ I id I + lul G +Q. -------------- ---------------- - --- ---------- 3 ------------- �=4-- ­7 ---------- VE HORIZ: SCALE: SCALE: 1"=20' HV;fflD E 4 A RT LE: 1'=4' 572+00 I f I 573+00 574+00 F 5/5+00 DISPOSITION NOTES: f 21 PROTECT IN PLACE (ITEM AS NOTED) R/W C) L0 + GRADING LIMIT 4 CD Lro) I--C=) FO —Fo FO Lo UJI Lu w uj cl) ��1226'F X: I '--1 1 0 BIl( 3— Lu 14— co �4ml-� w co Lu cl) J Z C-) FO R ZL 'APD17IVE AL-r6RN,7-,5 ?r I 2 NO. DESCRPTION OF RE415MDATE CITY OF RANCHO CUCAMONGA PLAN AND PROFILE R/W —------- PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1 C SEAL 571+50.00 To STA 575+GD.00 DW-TOLL TREE 1-50D-227-2600 DEW am, A BOYLE ENGINEERING AT LLk5r TWO DAYS -2MENIC SCALE, CORPORATION OeIME YOU ING 20 10 mowmw C,i ::=4A CAO cs cHmm DPA%w w. SCALE FEET I l i i l i i BENCHMARK ELEV 1350.01 U.S. FEET CONSTRUCTION NOTES: Y 111ASS DISK STAMPED'CRY OF I I I I BM 10058 198T IN CONC.CURB AT NW CORNER OF BASE UK RD.AND AVE.,IV WEST OF ERD OF CURB BASE M, I f RETURN AT WEST EM OF CATCH BAS91.EUVOTMNi: 135041 U.S.SURVEY FEET.DATUM:MWO-29. Ut CONSTRUCT 4" P.C.C. PAVEMENT OVER ENGINEERED FILL (17' OF 9= MIN. RELATIVE I I I I I I I I I COMPACTION, ASTM D 1557). I I I O CONSTRUCT 2' MIN. WIDTH COMPACTED NAM ! ( I SHOULDER (12' OF 95% MIN. RELATIVE COMPACTION). I 1 I I � Ij II I i I I ( O FURNISH AND INSTALL PVC 3-RAIL FENCE PER CITY OF RANCHO CUCAMONGA STD, PLAN 1010-A. I I ADDITIVE ALTERNATE END Q2 CONSTRUCT G CONCRETE HEADER PER CITY OF I ! RANCHO CUCAMONGA STD. PLAN 534. CONSTRUCT 4' DECOMPOSED GRANITE SURFACE ! OVER ENGINEERED FILL(12' OF 95% MIN. RELATIVE COMPACTION, ASTM D 1557). I I I ! ! 1 I ADDITIVE ALTERNATE BID I U D N n^ ! I O CONSTRUCT STREET IDENTIFICATION SIGN PER c W n x _ I n a I I I DETAIL 2 L J, ! NI -A tit Ail I 1 1 I DAL 77 CL I E I I I I 2 1 P S IN HORIZ. SCALE: 1"=20' I" CASING I DtSPOStl IOPI NOTES: VERT. S LE: 1'=4' , 57 2 5+00 576+00 577+00 578+00 ❑ PROTECT IN PLACE(ITEM AS NOTED) - ', � PALM TREENEWkRRIGAp oPOC /)?1W STA 75+43.94 I�r� LECTRIC I 2E �O/S\5400' LT NEW IRRIGATION PDp J SEE0EET 3"OF 55 4 I R/W STA 75+43.d4I �s I I 2 IQAS l � �� 10' MATCH EXI x,r 0/SC5$.DO' Ll I I \ V / SIDEWAL SE SHEET 34 OA 5 Llt(HT j ) EXIS7)NG CURB SAWCU �i IJH ELECTRIC I � EXIST. CURB AND GUTTER o I 2 r. ��REMavE INTERFERING R/fV j LIGHT ! ! i A PORTION of EXIST. STR I—., R/W x,r,5.r i CURB AND GUTTER U.60' LT, M I I j N ' i - I '. ---------- ��.. ___ _. J � ___ _ _= HEAVY BROOM FINISH CONSTRUCT 4" o ; �J '� ----�._----,},5---�' — FOR PCC — J , CONCRETE SIDEW ———— � N AND I ',` ❑2 PALM THE I z / —'-`�� — ---- --J EXXIiST IRRIGATION SYSTEM NG LIMIT I I o -" - - �ONEO CULVEW-SAWCUT i uy �- —- - O 01/ bVl �c�RAI(((111RRROAD I di U GRADING LIMIT 2 SIDEWALK + v} 4 R E AS REQUIRED TO PR bE 'Y I = \ SIDEWALK----Z EXIST. SIGNAL POLE BASE p -.ROB EXIST ,C CE FOR RAIL B Di' O R/W I ,?� (— x,r„r (PROTECT IN PLACE) CURB AND GUTTER SIDEWALK a5 HS8 12' E x, sa I (= MAR SLO I ' � PER CITY OF MATCH l 7 SIDEWALKRANCHO CUCAMONGA MATCH SIDEWALK GRADE STD PLAN 105 GRkDEfW DAY CREEK B I i 76 I I .Ix I �- �z !—I 77 �w ACCESS RAMP DETAIL AT 2% ,;;= s s x, L=,IoD.o i RELOCATE r IST. I� a T1wl srls1r25E = INTERSECTION OF DAY CREEK — ®- 1 2 If IWATER 1 i I j 1 PALM TI , SEE I w Z Q 20" STEEL DS E�PLANS ,jW BLVD. AND OAK CREEK LANE A SECTION A-A I ; I j S g} N.T.S. 27,31 N.T.S. F� t 0 ,I� FO >o F 3 FD (SEE SHEETS 27 do 31) 3 VARIOUS RFVtslorVS /,�-R Loap s u ADprnVE ALTERNATE R6hs1 //7 FO FO ( 0 PALMEE ! $ -69.5 w i 1 05+88.71 ^ ' 4 I 6 A 76+4. j 2 if VCP S IN 2 FIBER OPTIC 4 NO. OF DATE A I as, -21' STEEL CASING / �t vu i CITY OF RANCHO CUCAMONGA gg "x' :TCF,;EXISTING"TRAIL I II v, --- PLAN AND PROFILE b — G G (T II Oda R — - R/w I I u� t 26 GRADING uMrr t ; x,rsb I — PACIFIC ELECTRIC INLAND EMPIRE TRAIL I PHASE 1 C £ DAY CREEK BOULEVARD SEAL 575+00.00 TO STA 578+00.00 APPROVED PROVED By., a II.TO.FREE omm nAq p®4®ft 1- 227-26M GRAPHIC SCALE: CORPORATION AT LEAST TWO DAYS 20 10 0 20 40 *� cAv, r CS w mce ixMO oftsaerNed BEFORE YOU DIC a _ID_20' _OF & i" a+ S ummw axa¢ o :, cvsawK a SCALE FEET wn IT sm ffi 02 Fu ro— NO. BENCHMARK EIEV: 1 .01 us per FEET CONS1RUCTION NOTES: j i I I r mm OISK STAWED•C1tY OF SM 10059 198T W COW-CURB AT W OOFSER OF RISE UNE RD.AND ARONALD ME.,15''WEST OF END OF CURB RETURN AT BEST END OF CATCH BASK :1350,01 I ! i US.SVRVEY FEET.DATUM:txw-29. Oi CONSTRUCT 4 P.C.C. PAVEMENT OVER I I ENGINEERED FILL(IT OF 95%MIN. RELATIVE COMPAMIDN,ASTM D t557). 1 I i I (� CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE I I I I SHOULDER (12' OF 95% MIN. RELATIVE COMPACTION). I O FURNISH AND INSTALL PVC 3-RAIL FENCE PER II I I I I ( CITY OF RANCHO CUCAMONGA STD. PLAN 1010-A atmnluE u TFRrWE BID*3'�' 44 (�2 CONSTRUCT 6' CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 5.X I �3 CONSTRUCT 44 DECOMPOSED GRANITE SURFACE I OVER ENGINEERED FILL.(12' OF 95% MIN. RELATIVE COMPACTION, ASTM D 1557). I M + — � E I i p0 0 G= 1W17 rtT Irim—0 �� +MI n u N_ — — a G= . I 2 1. I I HORIZ. SCALE: 1'=20' I VERT. : 1`=4' #11 ( I I 578+00 579+00 580+00 581+00 582+00 'A DISPOS#I OKWO TES: Q2 PROTECT IN PLACE(rrEta As NOTED) R/W _i GRADING LIMIT — .--- LVE g ^� -��-RAILROAD R�N' 1 0 _ 04 LLJ o u/ L — 5913 £ _ — — fl1--_--- �W 14f RAJ b' Cn Z a x+.uzs x wsz x,,w1 Etl V WS ——— --— — ---- -- - -- Z CA U -- _� - J W _ CD at T r `\ ® ADDITI VE ALTk'AI NTEljg/alt�S N7 o G FOO FO F ___�JI ! g L*311 k�. OF' Qom£ 7_777� 2 FIBER o�c� 7 HoLLEnoN 1340 i ' � CIT`( OF RANCHO CUCAMONCA ---—I i lI r,N: x �.a R\ PLAN AND PROFILE PACIFIC ELECTRIC INLAND EMPIRE TRAIL .�' \ �`�� \ � ;n � ,---� �� i PHASE 1C SEAL � Ir.T 578+00.00 TO STA 582+00.00 APPROM eY: ;/ cnY(.t.FREE — e°ta �`% e�w e6w sr:-227-28W aa.c5tts� LF BOY-E&PHI- S ALE, * Em.12/31/06 TION ST TWO DAYS T awn mi sow MID BEFORE YOU aO 1" 2Q20 .10 0 20 40 q C1 G$ m sat..�o assww wa uee.anue meet M$f pV€sates rruma, ate 55 5 SCALE FEET I T i BENCHMARK ixEr:lasoml U.S.suavcr FM CORtSTRUOiION NOTES: I ( 1 I I I ! I 2' BRASS DISKSTAMPED-CRY OF RWW a)UNORGA ( (! I IOD58 198r IN CONIC.C AT FRY OF BASE I ( � I i LK RD.#4 ARNOLD AYE.,15'NEST OF Et8)Of a UM BASF EM: IMEST a ( i U.S SURVEY FEET..MTW:OF�NGVD-29. ElFM7mN:1150.07 ONSTRUCT f P.C.C. PAVEMENT OVER € I I O ENNGINEERED FILL (ir OF 95%MIN. RELATIVE I I I I COMPACTION, ASTM D 1557). I I i I O CONSTRUCT 2' WIN. WIDTH COMPACTED NATIVE l ( SHOULDER (12` OF 95% MIN. RELATIVE COMPACTION). J. I 1 I I I I W I I ! I iII'I , ! I Yp. . I f OO2 ADDITIVE�t> aTE SID CONSTRUCT 5" CONCRETE HEAD ER PER R CITY Of RANCHO CUCAMONGA STD. PLAN W4. 2 MSTRUCT EDR( GRANITE R ENW4ER FILL 27 SED MIN. RELATIVE IVE = COMPACTION, ASTM D 1557). o I 0 4- m - # CR C IIA7, I 4z 4--� Dr I IJI I HE v I M j , I I + I W I HORIZ. SCALE: 1`=20' VERT. SCA E: 1`=4' ' --F#�# J ; I 582+00 583+00 584+00 585+00 586+00 '`\ DiSPOSIT ON NOTES: PROTECT IN PLACE (ITEM AS fN71ID) Z77— — — — w G--RADING LIMIT 2 C14 RAIL-ROAR RAW 71 + 8 F-Q 83 � 84 85 _ _—S _- _ a 589 Z TZ' 1 co uj W CJ.1 _ W 0 g F z� �.$A01NG LIMIT _q! FO FO`r- FO F FO — FO A�fTIV� ALTERN�:J:,F R-1Vj$.jOlJs 6 :a.s xDESCRFnON OF RVVWNDATE tqr 2 mm OPTIC CITY OF RANCHO CUCAMONGA PLAN AND PROFILE —— `— �� — � — —'='x--'� �`� - R/W --� PACIFIC ELECTRIC INLAND EMPIRE TRAIL —' PHASE 1C SEAL a 582+00.00 TO STA 586+00.00 APPROVED BY, • . owT£ g• DK T.FREE �a r wa rr. S 1-800-227-2600 " M.cumv r LF ENGINEERING GRAPHIC � �E:_ CORPORATION AT LEAST TWO DAYS v,. Ew.12/31/06 ' e mei opt AI¢i BEFORE YOU GR; 20 10 0 20 40 4l civ1L CS 1neelaeuw�°`' '* 1" = 20' vL1 -�-w UEpgIOU6®M¢llBff CF 1pM6N CYlmAp ler.�p .6WlM MP. �a SCALE FEET l i l BENCHMARK EUEV:13MOi US.SURVEY�t CONSTRUCTION AKdTES: Z. BRASS OW STAWEO-CITY OF RANCHO cucuorA I ( ! Bm IDOSS IWr I7 COW.CURB AT W CORNER OF BASE I I LINE RD.AND ARCHIBALD M..15'WEST Of END OF CURB BASE BID: REHM AT WEST END Of CATCH BASIN.EUVATION:1MOI I US,SURVEY FEET.OATW:NM-29. i CONSTRUCT 4 P.C.C. PAVEMENT OVER ENGINEERED FILL(12' OF 95% MEN. RELATIVE i I ! I COMPACTION, ASTM D 1557). ! i I ® CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE I I I SHOULDER (17' OF 95% MIN. RELATIVE COMPACTION). i i f i I I I I I FM AND CITY t T&L AMOCN 3 ML 1o1E —a. I I I LL 3� AODRIVE ALTERNATE B10 i I I 0 CONSTRUCT 6" CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. k ! CONSTRUCT 4` DECOMPOSED GRANITE SURFACE I o i I OVER ENGINEERED FILL (IT OF 953. MIN. RELATIVE g o ^ PIVI I o COMPACTIOI,ASTM D 1557). 1 I I gM •Mi 4 ' gn w M _ ! i 1 I 0-1-41 f 1 �I I i I 1 1 j rt I i I +� — u_ _ I ( U ! I419 T,71—TI I H)RIZ. SCALE: i"=20' ( I VERT. SCALE: 1'=4' ( I I 1 m 586+00 587+00 588+00 589+00 590+00 I `V DISI"MITION NOTES: -I � i ' I � _ j ' t � � F21 PROTECT IN PLACE (ITEM AS NOTED) w C x F 2 GRADING LIMIT 2 CULVERT + co — r0 RAILROAD 89 wco -- WW co — cn t0 Z ------ LU U _--- - - —-- -- J -- --- ss`- S W FO ? Fo FO Fo ` 0 =-- \ Fo FO 5 xn .s \ 4 `-�_ S r DD1TrVE AL7ERIJRT&-RcV151o1/5 /k-Al GRADING LIMIT \ N0. DESCRIPTIOR OF REVISIN DATE —, --,— ------- 2 FIBER OPTIC --� _ \ ,' \ CITY OF RANCHO CUCAMONCA PLAN AND PROFILE' Fj PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1C E NNSEAL 586+00.00 TO STA 590+00.00 APPROVED I� BY: OAX 4/40/06 a1Y �TaFREE ED Dow ww eetMie:N-eoo227-2600 I_FBOTU ENGINEERING pMy "a�.,�.RAPHI. S ai F: CORPORATION AT LEAST 1W0 DAYS20 10 0 20 40 CS .a,BEf"a Val aC " 20' SCALE FEET raw — M° I T aeE -: I i BENCHMARK EtFY:13W.01 us.SUWEY FEET CONSTRUCTION NOTES: FT I r&Ws LXSN STAM-W*CITY OF RWCH0 j I BM 100W I1187'R1 CONC.CUM AT W CMO OF BASE LSE R0.AND AVE., 15'WEST OF END OF CURB BASE ED: RETURN AT WEST END OF CATCH BASIN.f1 MM Nd:1 °D.x0.01 I I 1 U.S.SWW"Y FEET.DATUM:4WD-29. Q CONSTRUCT 4 P.C.C. PAVEMENT OVER I I ENGINEERED FILL (12` OF 95% MIN. RELATIVE 1 I COMPACTION, ASTM D 1557). t I l l I O CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE I I SHOULDER (12" OF 95% MIN. RELATIVE COMPACTION). I ADDITIVE�TEFTE ero�3® I 1 I I I O2 CONSTRUCT 6" CONCRETE HEADER PER CITY OF { RANCHO CUCAMONGA STD. PLAN 534. I I I O CONSTRUCT a DECOMPOSED SURFACE OVER ENGINEERED FILL (If OF 95% MIN. RELATIVE COMPACTION, ASTM D 1557. 2 0. f ) i - ( ! II j I Z9 M 3 ,M I �-- I I t N > % CT— I I m L ,n w I G1 I I I I S I { it Lu -a- I XI .IGR U D I I { I O G I { I ( I I II { 22+ I 1 HORIZ. SCALE: 1'=20' VERT. SCALE: 1'=4' 1 I I 590+00 591+00 592+00 593+00 594+00 ,I f L I( � � 1 DISPOSITION NOTES: PROTECT IN PLACE (REM AS NOTED) GRADING UAdtT 2 p __. RAILROAD R/W + Lo W8 —�— 92- — — --I=-- —-- --- - —� —— _ < W _ Lu t cn LLI J -- _. ._ -- --- - - co FO?0 F- Fo GRADING LIMIT —. Fo Fo F Fo .� I 4`\ a A17PITIViF ALT n/A'TE R6✓7sl—s 1 NO. {LATE x 1-1 w / FIBER OPTIC -,sz5 CITY OF RANCHO CUCAMONGA PLAN AND PROFILE W-- PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1 C SEAL F 590+00.00 TO STA 594+00.00 b ssi APPROYED BY: BATE: !o O o .kovY CITY ENCHM RCE: DIAL TOU.FREE r° eati, na Er: t-ODO-227-2600 GRAPHIC SCALE:F: ue,css{ct LF LE ENGI EER NG - It rn0 DAYS 20 10 0 20 40 *' �72/�/�F ear ION an WOL ow ■ t YOU DiG 1" 20' CS w-�»-aaae asp aawao r�. x wx quo aarsc nnn t wsaax p SCALE FEET l awE wNZE /z 5� II x 1 ! BE .I I i NCH=K STAMPED'CITY OFi Hour,VJCAAOW FEET CONSTRUCTION NOTES: I I I &A 10058 1987 IN CONC.CURB AT N2 ODRNM OF BASE LN1E RD.AND AMMOAtD ASIE., 15'WEV OF EW OF MM BASE BIDl I I I I U.S. YREnftAT FELT.DATLU WEST -29.END OF CATCH EtEVAt :1350,01 O CONSTRUCT4' P.GG. PAVEMENT OVER ENGINEERED FILL(Ilt OF 95% MIN. RELATIVE I 1 � COMPACTION,ASTM`D 1557). led O CONSTRUCT 2' MIN.WIDTH COMPACTED NATIVE Ii SHOULDER,(i 2' OF,95% MIN. RELATIVE COMPACTION). I p FURNISH :INSTALL PVC 3-RNL FENCE PER La CITY OF RANCHO CUCAMONGA STD. PLAN 1010-A. 1 I 9XW.IGRFUID ADDITIVE&1EM9E BID X3 i j I Gmc, I O2 CONSTRUCT Cr CONCRETE HEADER PER CITY OF RANCHO CUCAMONGA STD. PLAN 534. I I j O CONSTRUCT C DECOMPOSED GRANITE SURFACE 9 + + OVER ENGINEERED FILL (12' OF 95%MIL. RELATIVE M 1 a w COMPACTION, ASTM D 1557). + cp n O I o Xl D '° I m^ ADDITIVE ALTERNATE G (- . CONSTRUCT STREET IDENTIFICATION SIGN PER yr R I 1 0 rA IL DETAIL w i _ Lu �� g J ^M ^M 57 I IR I I 1 I n wx A I1 I I I 1 I 1 0. HORIZ. SCALE: 1'=20' - - - - VERT. S E: 1'=4' 594+00 595+00 596+00 597+00 598+00 DiSPOSMON MOTES: t REMOVE(TEEM As NOTED) !{ 2 84' RCP STORk � R W ^ + R W ? i I ELECTRIC _ i n i (' DRAW i� Q PROTECT IN PLACE (ITEM AS NOTED) 7<, I DRAIN121 WATER Is + ✓, - } /�,�� 1t i ? I ; i /� I•�L CULVERT 2 �� r � A Z — 2 5 — v�D b-t:1m.. - T. � CURVE DATA RAILROAD R/W TS --7--` 'az' r( 1 4 J 5 DELTA RADW LENGTH Tk4W wf —�_._ _ - _ jam_ Y a: ? A3 I r26'40' 180.00' 48;52 24.41 --- — — f3,/ _— ——,�3� �"� A4 15'26"W 18MOO' 4852' 24.*1' -�. --5- W 811 11*42'58' i80;W' 36.81' 18.47' G — f -' E 1 1 ' 3681 18.47 E-Id g ' URPOSE . 813 11'42'43 180.00' 36.79' 18.46' w _ TRAII LJ.1 to 814 11.42'43' 18040' 36.79' 16:46' i. �LL _ S89 13'09'E 8 u. 815 2304'24' 150:00' 80.41' 30:62' x ., r,t:; u)Z F 0 FO F -- � r+ + VARioLLS ROVISIOA15 .r.t '" off, o X ��'�..VJ g rn i r _ O T 7 ' r t r? Z AD0111yE /IL7ERNATE /?EVJSIbhlS f'ZAG — _ SCR 2 FIBER OPTI 5 5 L-t69.6' t t _-- — — — �u W M 3 L-3a.5.1 �=G � t/ - _ "r:_ — - 5 \. ' ATE 5-4 CITY OF RANCHO CUCAMONGA PLAN AND PROFILE - ----- I 1 } R PACIFIC ELECTRPIC HA ELAND EMPIRE TRAIL VICTORIA PARK LANE SEAL 594+00.00 TO STA 598+00.00 19 +g1.42 TO STA 198+00.00 A711' BY., we RCE g 27-2600 GRAPHIC SCALE: a LF CORPORATION ENGINEERINGYLE R A5T TWO * EW.72/31/� * svlm H61 CBLL'K cTOR<'YOU N� 1" 20 20 10 0 20 40 'O� C I ai Y CS erie IX b ma¢aena naw x oax SCALE FEET a IT w �/24� _ ! BENCHMARK M. 1350.01 Us.SURVEY FEET CONSTRUCTION NOTES: I I j I ! � i ! I 2'WAS D1sx srA1mED'am OF RMMY70 CUCAMWA of i BM 10058 198Y IN COLIC,CURB AT NW CORNER OF EASE RD.AND ARCHIBALLD AIE., 15'WEST OF ENO OF CURB BASE BID, i RETIRM AT WEST END OF CATCH BASIN.ELEVATION:1350.01 U.S.SURVEY FEET.DATUM:Ncw-29. Ut CONSTRUCT 4" P.C.C. PAVEMENT OVER ENGINEERED FILL (IZ' OF 95% MIN. RELATIVE x- jf F w COMPACTION, ASTM D 1557). I 0 I ! 11 _ C. F. Q CONSTRUCT 2' MIN, WIDTH COMPACTED NATIVE ! I ! i I iSHOULDER (12 OF 95% MIN. RELATIVE COMPACTION). (I IWILL q ( (EXIST G O N I I I ADDITIVE PL7ERNATE 81D >z I AL N6 I ! 1 I ! I Qz CONSTRUCT G' CONCRETE HEADER PER CITY OF i ! I RANCHO CUCAMONGA STD. PLAN 534. ! O CONSTRUCT 4° DECOMPOSED GRANITE SURFACE I ( i OVER ENGINEERED FILL(12" OF 95% MIN, RELATIVE 1# CWACTWN,ASTM D 1557). ! I 9 + 0 0 + Q I 2i01 0 p + I I I ! I f ! i ! II ! i ! !55- i I I ! ! Ni I •M I III A + I I I I I IfilmI { I I t ' ( ( ' I II I w i1 1 40jiatIl I ! 1 , i i _ I I I -7r,qt I v + I , RO N "ti 'o n _ ! F 0 IC 0 I + CID FUTI ! I W Os:2 I I HORIZ. SCALE: 1°=20' I VERT. SCALE: 1° 598+00 599+00 600+00 601+00 602+00 L1 j -�_j1_1 OISF4SITION NOTES: b _ - L_ I _-- 1 F2 PROTECT IN PLACE (ITEM AS NOTED) ----! z,an.a �� ---- x,a�_ .,w.J ."� (y,rt i / JR/1w N I u..s z rnnm� -- — �t _iL N�^';� GRADING LIMIT �%�'`.J• --_. i _�_. A4 ---\�� 1�. � ----'--- ___-_ RAILROAD R/W � CURVE DATA Q W DELTA RADIUS Lmm TMGEHT A _ ! A4 15'26'40" 180.00' +w to 4852' 24.41' ' ' ' 60.41' 30.62'Cn W N ale 230424- 150.00' 60.40' 30.62' -- GRADING UMtTS 8IB L 100 ,»s -� — x,s s 101 t en It/6'3B' 100.00' t9.74' 0.90' M1J — — '--_'--\ _ _ _ I ! / �� x CA jl, ete 11'09'31' 700.0D' 19.46' 9:7T st9 1TD2'31" 1D0.00' 21.02' 10.55' �C x,x�zs r,usa 2 FIBER OPTIC r,v,.s x,v, xu,,.x x,a>ae 020 11'S3'26" 100.0o, 20.75, 2.41' hCi' —— —— —— / _ _ ———— —- =—zD.�' -. zo:DO•s g- —— - '='1—— w sq** — — _ — — .� — �— — Z V Go�'n Fo Fo — o=:= VRR1ocC5 k'fVisJontS l/`� to�� �� _� -- ifi -- r� pdAD �F L~yE APDlT1L�E AL7E,pNfITE k'Et9s/ONS It-�o ,W 15 �- - _ _ _ — BIKE TRNI L- _ D _ Fo.-' _ Fo tD =LLJ NO. DESCRIPTION OF REvfS�t! DATE x co CITY OF RANCHO CUCAMONGA - co CITY — COMMUNICATIONS-+--- ------ j-- - -- �cn m — 1 SING tlidlT —R/Y! MAINTENANCE VEHIC z —— ——-- PLAN AND PROFILE — IMl�dHDLE 4 a p a�+ _ m PACIFIC ELECTRIC INLAND EMPIRE TRAIL W - -r PHASE 1 C 598+00.00 To srA sot+oo.00 198+00.00 TO STA p +00. 0 APPROVED BY: L F CITY ENGINEER ,•�.1s4(Ut. o DATE. / 6' 5 FREE u ' t27-2600 u,.cs3u, +� � LF � BOYLE ENGINEERINGGRAPHIC SCALE, CORPORATION & A? Taro DAYS 1" s 2020 10 0 20 40 *' zc+ } t CS w AM mo.ux YOU OIG Sumuo tOra a xsama. _ SCALE FEET IT I i l I I iI BENCHMARK aEv:1350.01 U.S.SMEY FEET CONSTRUCTION NOTES: i I I I i I r BRASS U K STAMM*CITY OF WOO I I { I { j t SM 10055 198r W CONC.CURB AT W CORM of suE LINE RD.M ARCHIDU MT_15'WEST OF ENO OF CM RETURN AT WEST END OF CATCH SkSW.ELEVATIO: 13M.01 { us.stWVEv FEET.OAiLYI:rlGvo zs. Oi CONSTRUCT 4" P.C.C. PAVEMENT OVER o r { ENGLNEEREQ FlLL(12 OF 95M1 AAN. RELATIVE 1-4 + + I a COMPACTION, AMU D 1557). ! I N W } O�- I I M I N C3 �! I Q CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE I 1 I N SHOULDER (12' OF 95% MN. RELATIVE COMPACTION). INSTALL SIEEL TRAFFIC WIER, MATCH' I SURE SHALL BE TREATED WITH NONE I I RUBBERIZED COATMG. Itj i I I I ( ADDITIVE ALTERNATE BID k 3� O2 CONSTRUCT 6" CONCRETE HEADER PER CITY OF I 0 + D I 0 + 0 0 + 0 0 + 0 RANCHO CUCAMONGA STD. PLAN 534. I I l i I I I CONSTRUCT 47 DECOMPOSED GRANITE SURFACE i I I ! OVER ENGINEERED FILL (12" OF 95%MIN. RELATIVE COMPACTION, ASTM D 1557). 1EXI T. m I +^ I I Lu I ( O > M C3 I W ' •m .u� m I EIL ml wHORIZ. SCALE: 1'=20' I _ ( I IIn VERT. SC : 1"=4' II 7 fl-1-1_T 602+00 603+00 604+00 605+00 606+00 DISPOSITIONNOTES: + - °+° LLJ Q PROTECT IN PLACE (ITEM AS NOTED) W STORM DRAIN Z Z J __-.� .I W I 1 S _ //_ .:,noR xuzas R xu #;aa3 it x,3n. A5 10.00' mz GRADING UMIT \ J aoo co J .-.—.-._-"'-- ---- Q '-�----T �--_"" — w -- — _ CURVE DATA W +p w Lu DELTA RAGS LEN= TAN?ENT tL L j N _y.., �- } — 7'2x ® —� — / p Cn= As 0044'17' 3000.00' 38.54' 19.32' N U)N — PURP'05ETRAdt— — l 1e(3, cV a 827 �•44'17- 3008.50' 3a26' 19.63' WLLJ a N — 2 �. - --—--— 1-- Lu fn�(A 42 — i— ¢N 103— — — !04 _ — _ — N�� a J a m 9 8 RAILROAD R/W� GRADING LIMITS ------------ J u 1 Z } 2 FlBER O EuPTIC � -� VARious 9.CVt:51v V,5 W~G+ — ✓. Q� ADDJTlVE AL7Ee1vA7*F Arvi-toN5 b — FO — =O F �--Fug--c-}—FO f0 � p Fo- ci) N0. OF DATE J w�� — — _— - = -_ _ —— —— —— -— ` J W CITY OF RANCHO CUCAMONGA — - -� — w -- + - --— -� --T — I - - —_ :he1r .y --�'"� i — R/W Y PLAN AND PROFILE m PACIFIC ELECTRIC INLAND EMP]IRE TRAIL -,T PHASE 1 C — - GRADfNC3 MR k - j SEAL602+00.00 TO STA 606+00.00 �� '� ��I Il I + .00 T A 06+ . APPROVED BY: DATE _ � A ;`1 \ I li I ( ( ;a z CITY ALM camErOe�a (u LF 140mif W. BOYLE ENGINEERING wa.cs34s, tau Tat FREE CORPORATION D-zz7-2coo GRAPHIC SCALE: , ue.,z/3+/� : owm A!#FASTORE YOU DIG T#0 DAYS 20 10 0 20 40 `�'� c,v, CS - 0 MWW NAM CA °f40 �_or 1" 20' a e"`z amaa amaac rz. umrmw uea a swn�wawa, --_ �. SCALE FEET I T wt as>111111 ill l ! BENCHMARK M.,13%01 U.S.SURVEY FEET CONSTRUCTION NOTES: I ! ( z MASS DU S "CIV OF +o �! I •�' BM 10058 19aT AN CONC.MM AT NW CMAR OF IIASE < ( M N +^ N LIM RD.AND ARCl00 AVE, 15'WEST OF END OF CURB BASE BID� RETURN AT WEST END OF CATCH BASRi.ELEVATM:13W.01 7 +^ + U.S.StEY MN FE M Er.DAN: vD zs, Q CONSTRUCT 4 P.C.C. PAVEMENT OVER ENGINEERED �LL i T OF 95% MIN. RELATIVE N W — > COMPACTION, ASTM D 1557). �0 I ® CONSTRUCT 2' MIN.WIDTH COMPACTED NATIVE SHOULDER (1T OF 95% MIN. RELATIVE COMPACTION). ! I i I �� ; I i I I l f #TIF-17 I I } ADDITIVE ALTERNATE am�� ! O RAAICkOUCUC#40C 3TD P [ R HEAPER CITY OF II ! I534. I ! I i (Jj CONSTRUCT 4 DECOMPOSED GRANITE SURFACE OVER ENGINEERED FILL(11' OF 95% MIN. RELATIVE I o +)o 0 + 0 I 0 + 0 I I ! 1 + 0 COMPACTION,ASTM D 1557). i IG1 0. I I c = .aaz i I I f I I ! 8M 'F NI M M 1 , + > I I I I w I LLi W — W W I I ; 1 50% ( I I 1 I I - I I ti o IS. 6RCUN i8_ i I ! MI N piN I W W Z9 I I HORIZ. SCALE: 1'=20' I i I VERT. SCALE: 1"=4' ! 606+00 607+00 608+00 609+00 610+00 ;a, a., DISPOSITION NOTES: SigRMI y rA �.,���. `�\ x,n»� x,x+ ��. 1 W 2 z ❑2 PROTECT IN PLACE (ITEM AS NOTED) _- T 2) x„°' --- Aw / GRADING LIMIT J / 3 SD � e u:As io — — —2 _ mu N �—x,a o � 6 u,n n_Q„Rp ,:vim—"S `2�F— _-..-1- $ ` ./.� o WUJ I j Uj LL;4 —c— 0.!n W cn EC fn J _ ~ 107 10 LROAD R/W 109 I��m W x,a7aa ;w az7a xun.« GRADING LIMIT rc 0 4` -------- - -=" -� ——————— W Lij z vo - — - U Q UARious REvrsranrs / W „3, N — — ( — FO — —{ — bt W ADDITIvE A0IFRNRTE R,Fv151o1v5 /ham W �,� m75- FO'' Z u = x FO FO `.. FO FO "--. .�� - CJ> cf)J¢ — _ ,qt.�. NO. DESCRPTION Of REVISION DATELLI gym. LLJ ccn — ---- -- — ------- - — -----.`— — ----- ,_ �..- ------------ - - 1—� CITY OF RANCHO CUCAMdNGA W I ( a cRADINGIUMR R/W PLAN AND PROFILE `�_C 1 DENSE T?ECS 2 FIBER OPTIC m — -———-`—-- ( —� m PACIFIC ELECTRIC INLAND EMPIRE TRAIL � ��.,i--�--..�...��/I...r-- �.[.�,��-t-"`"" -rl d��..,. i.�--Ir'�N_ r PHASE 1C SEAL606+OO.W TO 'A 11 O+OOAO 06+00.00 Tfl A T0+ O.DO b S, Om BY: < �0u1 TOLL FREE Dart Via m . t-e00-227-2W0 v C52461 BOYLE ENGINEERING AeRF GRAPHIC 201 10 D 20 40 ;� cr�l 31/06 CS CORPORATIONmmm aw.SM Sam CA �G1 18 S ..u uo mwcc era,-.,maa.r 1" a 20'SCALE FEET I T x "A'L w— Wa w. _ raw 2/2�f 1 BENCHMARK ELEV. 1350.01 U.S. FEET CONSTRUCTION NOTES: 1 1 , I 1 +`o •r ' I I 7 MASS STAUPED'CITY OF EW 1 Li N I I I I .' IZ 10058 sir IN coat.CURB AT myCORNER OF sasE I i I •w ME RD.!dam AYE..15'WEST OF f7R1 OF CURB i RETURN AT WEST GTCH&0.SRi.FIEYAT 7350.01 U.S.SURVEY FEET. TtHt:NM-29. CONSTRUCT 4' P.C.C. PAVEMENT OVER j it ENGINEERED FILL (12" OF 95% MIN. RELATIVE COMPACTION, ASTM D 1557). G k 0. i i 1 1 ! i I I I i I I 4O CONSTRUCT 2' M91. WIDTH COMPACTED NATIVE _ SHOULDER (12" OF 95% MIN. RELATIVE COMPACTION). I vi Qi CONSTRUCT IT RCP WITH FLARED END SECTIONS I I 1 1 PER CALTRANS STANDARD D948, LENGTH AND I o D i I i t I O 1 ( GRADE PER PLAN. )RAIN 1 I I 3� I 1 ( I 2O CONSTRUCT 6' CONCRETE HEADER PER CITY OF I I I ( 1 + 0 , + 1 + 0 j ! b + 0 RANCHO CU SAD. PLAN 534, I ! 1 " ( I I I I 1 1 O CO CONSTRUCT 4"ENGINEERED SEED OF 9 TE SURFACE MIN. EIATPIE 1 ! COMPACTION, ASTM D 1557). vi M i i I I EXI c j i I ! I I HORIZ. SCALE: 1'=20' VERT. S 1"=4' 1 1 ( I ' I I j I 1 610+00 611+00 612+00 613+00 614+00 v , / �STORM DRAIN �\ _ z DISPOSMON NOTES: ULIi s i� i Z � PROTECT IN PLACE (ITEM AS NOTED) GARDEN EXi Pox I-t — u� 2 SANIT SARY�EWER n.s Q ' s I� ' /1,ma 3 xf i 3 } j Q F g — GRADING L� IT}, — ism_ x _._ I R ` m.. + ULI W coJ - z —� ss ss ss ss Nw� W ¢ �— URPOSEtAit . t� Co N _J �r a cn�cn I� �._ - 112 ~ It R/W CURVE DATA J — TANDEM g GRADING LIMITS Y„s a a r.,axes .., >u:s, $ Y o4 _ _._--—— — .uxna +u; 2 25 x,� y B22 30'3YS6' t00.00' 53.4d• 27.39' Z ( --——— —--—————— —--_—_ —---- �_._ _—.__—- S N 926 30'34'11 i¢.Z N o W¢g ______®_ -0S !?1 VhRtOUS REVlSaalv5 W g+ i -- ( _ `fl r1 ADDtTlVE ALTWIViSTE REvIsi v5 ^i O FO •` FO E TRAIL O — -__FO — FO FO �x TO f0' FO FO �7 B tl1 N0. OF DATE d W eC — cn}—F- -- — — — — CITY OF RANCHO CUCAONGA w m = / — ;13ER OPTIC 2 '-^'-^^^-�. ^�- __R114 � ..,,.��—�-t ,zx,. ,� PLAN AND PROFILE < ( _ I i :i" °�'' °�N l;, x z1 1 ;; PACIFIC ELECTRIC INLAND EMPIRE TRAIL f RAEHNG LIMIT --- - 1 i - 1 T 1 C LA D �° I `v-�'I---i--- 1, �-' I I, I � ' ' PHASE 1 C SEAL't1l, ; 610+00.00 TO STA 614+00.00 I 10+ O T T 1 a+0 .L— i .� � - APPWi, Y: DATEI II� I I i t� I I I ' � � o ' � DK TOLL FREE ' ' caa, fW P x: ERING I. LEAST TWO DAYS * ' � * e I F LO EON GRAPHICSCALE, t CORPOT1ATtON YOU 20 10 0 20 40 , c,� CS �_ u«>�aw mxs a�a mR£amaw.DO " 1" 20or �.t q ,"..w Cos _ _ 4_ __ C3 SCALE FEET I T I;m i l I ! I BENCHMARK R :13SOLl U.S. FEET CPSTRtGTt�NOTES: r t DISK STAWED-CITY OF Rwao CUOWOWA ; I BM 100513 Mr 04 COW.CURB AT W COFJa OF I I LINE R.AND MCHMALD Ar, IF VIES,OF END OF C'Lm REl11RN hT WEST END OFCATCH MM.ELEVATION:1330.01 ! I I I I ( U.S.SURVEY FEET.OAt1W:Taro-2a. Qi CONSTRUCT 4" P.C.C. PAVEMENT OVER I I I I ENGINEERED FILL(12" OF 95% MIN. RELATIVE I COMPACTION, ASTM D 1557). I a l i i O CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE I ! ( I I I I 17-1 SHOULDER (12" OF 95% MIN, RELATIVE COMPACTION). CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER 4 4i I CITY OF RANCHO CUCAMONGA STD. PLAN 1006-C! I I = + I { I AND MODIFIED AS FOLLOWS: DELETE 8" X 8" POSTS ##G AT STEP-THROUGH. INSTALL 2 -)T DLA. GALVANIZED I I I STEEL PIPE END POST AT STEP-THROUGH EDGE. SEE I I ( I I I { ( I DETAILS 3 J AND 3 I 1 I I I O INSTALL STEEL TRAFFIC COVER._MATCH GRADE. 1 + 0 1 + 0 { I 1 + 0 1 .{ 0 SURFACE SHALL BE TREATED WITH NON-SKID I I I ! I RUBBERIZED COATING. Ali 1 ! I I tt CONSTRUCT r CONCRETE SIDEWALK TOry,Jot L ! I EXISTVAt&SAPEWAEK I I i I i I ® CONSrf?UCT A"A.C. SrREwAVX Wtrk YfA0,FX5, I ^ I p ADDITIVE A TERNATE BID2; I I I •� I I II i `T I Q2 CONSTRUCT Er CONCRETE HEADER PER CITY OF ! I ! RANCHO CUC440WA SM. PLAN 534. + ( I I i � m i � I I I CONSTRUCT 4" DECOMPOSED GRANITE SURFACE ? I ` I I OVER ENGINEERED FILL(12° OF 95% MIN. RELATIVE _+-a c =n. % co ! COMPACTION, Asret D 1557). 1 w I - — I I l I ST M DRAI 2 ( ADD !TERNAT BID ! I I I I © CONSTRUCT STREET IDENTIFICATION SIGN PER j I V I ! I �. T HORIZ SCALE: 1°=20' I I ! I DETAIL A VERT. : 1°=4' 1 I ! I I 1 I i t + I I ! i I i t 614+00 615+00 616+00 617+00 618+00 y� _ f* r I \ I� Iw.5 ,st 2 BER OFT GAS H Lu DIISVO ION NOTES: GRADING LIMIT Z 2 12 s3C1 i I " WA ER } cM i-� �� = Q REM (FIFA AS NOTED) a4ER1 { �. J V F2 _PROTECT IN PLACE (ITEM AS NOTED) 741 -------------- SANITARY SEWER tp cm C=3 GRADING LIMITS G- xu±k< R�' x :z pp4us.v ) R�W R�y o 3 g W Q < BIKE TRAIL SANITARY SEWER 2 �t'I! I I ( GRADING LIMIT a n 2 °+° _ 2 3 X"� 1616+25( a� i STORM DRAIN y tV uj co �-t S SSA fE ! t�� t COMBINED TRAILI�` LLI c } M DRAI I~ -{ A. 616+84.50 o u m � w= �>< -'�- —_ �t� W ��vWj CURVE DATA k- t 1 - Z-1 RADIUS LWTH ate.. 0 3 DELTA 100.00 T2 1' cn cn Ludo MULTI .. 6 I C �o/�'4,` '`� n3 W37'5r 100.00' 53.46, 27.39' c0 w p -615 '� � 024 30.27'33" 100.00' WAD* 27.27 3 14 EC 614t :6 v S8957'26"E N8946'5!�E e26 3ff34'i t" 150 X)0' '60.03' 40.99' 0 S K5' LT 5 x,»�t yew n — 877 30'34'11" 150.00' 80.03' 40:99' 3O'25'5r IMOD' 79:67' I 40:80' �9"1D i o V r - a 1 6+08.65CL c I VA"-tOLCS REL/SIaV✓5 % E1IWANDA_AYt -- �: x9 " ADt7lrrtlE AtrERnIr PE►9s+oncs t NG +ate - 4 _ so 2 y 4 16+08.6 `PA ENT R RAILROAD / 9 o� f 2 w o ao.� = AN 5 - _ z5 �,Q��tv ta. of SATE --j,- lLROAD R/, — ( pl';I I ^Yoh s.00'� 4O00, -r L CITY OF RANCHO CUCAMONGA FO -" FO FO _ PLAN AND PROFILE GRADING LIMIT xm r s �A�• ! i ,� l I „NEar_— — — _—_ PACIFIC ELECTRIC INLAND EMPIRE TRAIL " R/w------ PHASE 1 C / 2 FIBER OPTIC % ~i Q 1) J `w - 614+00.00 TO STA 618+00:00 - �-- - N W'IRRIGA�KIN- I t , R/W / ( f R/W STA`�446� I}'� I �— 214 0 TO STA 1 D: X;_n> ` A-PROVO BY: '71 3B.69`w55T�s e CITY ENGINEER LC( �; i,.TOLL FREE SEE SHEET 34 OF 55 ETIWANDA AVE '' e 68 1--809-227-2600 pe.t52u, LF BOYLE ENGINEERING $ AT LEAST TWO oars GRAPHIC Sat F• . 6 v.t2l31f64 aver +CORPORATION 8070K YOU DIG 20 10 0 20 40 4 crvl 1" s 20' �a cA�} CS -ZQ_o 55 uca�wo mnu xett ar anmew uuoaa, ° ,ttG ip__ tswen wz SCALE FEET IT Ilm --T-i L J. I i1i I ff, khl I 10001,P1 tPF111 porn! 0 1 1 BENCHMARK ELEV: IM.01 US.SUMV FM CONSTRUCTION NOTES: _7 _4 rBRASS DISK STAM*CITY OF RANCHO CUCAMONGA 1—1— IN CONIC.CURB AT NIN CORNER OF WE BASE BID: T-I I 1 'AT 40 ARDISAUD R&,TV WEST OF END OF CURD w6w*;TWEST END OF CAMH akSIN.EIZOI 1350A1 U.S.SURVEY FEET.011 NOAD-29, CONSTRUCT e P.C.C. PAVEMENT OVER ENGINEERED FILL (12' OF 95% MIN. RELATIVE + I I I;-.: I Vs I I I COMPACTION, ASTM D 1557). 5 cs I I I SHOULDER (1T OF 95% MIN. RELATIVE COMPACTION). CONSTRUCT 2' MIN, WIDTH COMPACTED NATIVE �4 C4 I 7 -1= I LLJ +-41---j ++-44- Z U? EX STA GROU 4D JE)N� CONSTRUCT 6" CONCRETE HEADER PER CITY OF rr, "TT rj) po'l, RANCHO CUCAMONGA STD. PLAN 534, CONSTRUCT f DECOMPOSED GRANITE SURFACE I OVER ENGINEERED FILL (12' OF 95% MIN, RELATIVE COMPACTION, ASTM D 1557). IFT-22$+LO 22!,+00 1 22f+00 1 I r- H I LE---- ::IIkp --p&I I Z5 T'6 1;4 #+ H I gin- I I Vit. ISK)Uf U "Nljl + �vl I I I 4 C14 r --77— In II LL.J. T LJ :Z 44 ------!k ED= HORIZ. SCALE: 1'=FO VERT. SCALE, 1'=41 #1 '# 111 622+00 623+00 624+00 625+00 626+00— uj zx. z uj GRADING umrr DISPOSITION NOTES: DEBRIS u7W -.1 DEBRIS R/W PROTECT IN PLACE(9EM AS NOTED) � u! + uj cc a:uj 04 UJ UJ U)Eli NBA S c�0 En to= oc� MULTI-puqPOSE-TPAII.- wwui uja-< CL W cn=)C/3 c� D- RAILROAD R/W 122 124 GRADING LIM 125 w w -j Z LI LLJ N89*46'55"E + LLJ o I Rt Lu lmrrs — ------------4- TRA& F. ZT, CC) FO W* -ju) F<- LLJ F- u- j VARIott w 15 I?EV161ON5 w cn�ecf) 77-77, -,77 — — —1 w ---, m -riv,, Az7�,evA7-,rqyv1$1I GRADING UMIT— A?, APD1 F2-1 FIBER OPTIC m M DESCRIPIKIN OF REVISION DATE ca CITY OF RANCHO CUCAMONGA j IN PLAN AND PROFILE PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1 C SE& ""+0NO0 TO' TO 'A 111+10.STA Z26+00.01 0 222 6 to { AMIROVED BY Z��,�qe(/ I�Z46� ME- o CITY ENGINEER RMI 1-800-227-2600 GRAPHIC SCAI-E� 13 LF BOYLE ENGINEERING •AT LEAST TWO DAYS EV.12/31/06 CORPORATION 'I'llm=w 11"w IVICK I BUM YOU DIG 20 10 0 20 40 CIVI CS lElli'llIT M-41111 1" - 20' 6F GLt _ZZ_OF_U_ xt&w SCALE FEET IT 10, 2271�{ BENCHMARK ELEV,. 1350.01 U.S.SURVEY FEET CONSTRUCTION NOTES: I I I 1� FA I f BRASS DW STAMPED'CITY OF ROM CUCAJAOWA, BM IOD55 1937' IN COW.CURB AT NN CORNER OF BASE BASE 81D. URETURN.AATM WE SR CEI*BA LD 5BASIN.ATM. M1 U.S.SURVEY FEET.DATUM:NITIV-29. Ot CONSTRUCT e P.C.C. PAVEMENT OVER T + I I I I I I I I I I ENGINEERED FILL (12' OF 95% MIN. RELATIVE COMPACTION,ASTM D 1557). u, j I v CONSTRUCT 2' MIN. WIDTH COMPACTED NATIVE Lu -0-U7 SHOULDER (127 OF 95% MIN. RELATIVE COMPACTION). 3 An ADDITIVE ALTERNATIF Bw x 1 02 0 -------- C2) CONSTRUCT Er CONCRETE HEADER PER CITY OF RANCHO CuCAMONGA STD. PLAN 534. CONSTRUCT 4- DECOMPOSED GRANITE SURFACE OVER ENGINEERED FILL (IT OF 95% MIN. RELATIVE COMPACTION, ASTM D 1557). 230+)0 4- ?2`+)QI 1 1 1 28+001 1 1 1 1 1 444+ Dll\q f\'Aj, 7 1\�-F ILE IA I I I i OL II 17�71 I I I I- --j-7 -T-1---i -t- -T Iq u 1 -j ajcpL HORIZ. SCALE: 1:=20' t VERT. SCALE: 1 =4* 1 S 1 626+00 627+00 628+00 629+00 630+00 Lu > Z 101 % DISPOSITION NOTES: DEBRIS w 1�.,X� RIG + PROTECT IN PLACE (rrEu As wm) 0 DEBRIS L cv:2 ow n is -------- cn LLI NBT46'55E uj cn -mubIr-PURPOSE TRAIL LLJ 0 173 CL GRADING LIMITS 126 RAILROAD R/W 128 1P w x-2 Z 04 + W co w 2 1:14 u� � I t-.0 = (o x 1-181 N8T46'5S*E U) �E TRAIL L\ vAq, U LU —FQ FO -F FO FO E0 FO,, 6 1?15 V/5/0/vs Lu u) w f-; No. DESCRIPTION OF REASION m CITY OF RANCHO CUCAMONGA GRADING LIMIT 4 + FIBER OP11C PLAN AND PROFIII F PACIFIC ELECTRIC INLAND EMPIRE TRAIL SEAL PHASE 1 C 626+00.00 TO STA 630+38.00 +00.00 TO STA 229+74.00 APPROi0ED BY DATE 1'1010b ESs, CRY ENGINEER RE: DIAL TOLL FREE vivo=ft +1 I J-j T I I#T ##1 , # G LIM If7"AL T( 1-800-227-26W G LF BOYLE ENGINEERING GRAPHIC SCALE, V -C52461 CORPORATION AT LEAST M DAYS * Ev.12/31/0 A, ARM NOR mmu 20 10 0 20 40 C,V I fA 12NO-AM BEFORE YOU DIG 1" - 20 -2.3-- -55- m SCALE FEET I T FIX to ROCHESTER AVENUE — I- 7 t T — `� �'-- BIKE TRAI --r L il - - R/W' I -I Lti BIKE TRAIL "' ,R/W r' Rp�br. O •, _+ 17 WIREJE - + . �. LL \ DETAIL"A BELOW) v � R9-7(MOO-LT) -� 'o o y�j w — i!J -- r uj - W� D ,y. � MOD) COMMUNTTI'TRAIL W16-1 ON BACK DETAIL _Lw ETAIL I - _ U r3 (�) �-2-, R44A(MOD) R L SEE PHASE iB PLANS FOR SIGNAL LAYOUT tO DRAWINb Ap•20e6, 1 I I ILI DETAIL(MOD)US - W16-1 �t R9-7L \ I' _ BRIDGE W5-2 i ® iv BIKE TRAIL DETAILQ(MOD) 4 III cnO l Ln to �W —� — —�. a �li I _ —`� — — —a — — — — — _ HF Z - --- - - _ - I - --- - --- - - -- -� - -- -- - - - - - - - r - n - - CA W w� - - — _ - - - — — --- - — ------ x �U W16-1 ii - - ®� - - - - -J -- - - -- - - - ----- - Z� BIKE TRAIL Q DEfAIL�B -W5-2 \ - III - - R9-7R - - COMMUNITY TRAIL 1 R9-7R O DETAIL® =W� !'1 U GENERAL NOTES: i T I ! 1. ALL STRIPING, MARKINGS AND SIGNING SHALL BE IN CONFORMANCE WITH THE CALTRANS tl STANDARD PLANS, JULY 2004, STANDARD SPECIFICATIONS JULY 1999 AND THE SIGN DAY CREEK CHANNEL SPECIFICATION SHEETS. STRIPING DETAILS AND PAVEMENT MARKINGS SHALL CONFORM TD CALTRANS STANDARD PLANS A20A, A208 AND A24E. SIGN CALL OUTS SHALL C *0FIM TO THE CALTRANS SIGN CODE NUMBER AND MUTCD CODE NUMBERS IN THE FHA STANOAtD HIGHWAY SIGNS PUBLICATION AS NOTED ON THE PLANS. 2. ALL PAINT SHALL BE 2-COAT. LEGEND 3. ALL SIGNS SHALL BE MOUNTED ON 7x7 PERFORATED STEEL POST OR SOW STANDARD WHERE SHOWN. SHARE � � � "� T SIGN ON 7x7 POST 4. ALL BIKE LANE AND COMIJLINITY TRAIL'STOP' SIGNS SHALL BE 18` z iS'. THE DETOUR DETOUR E L xxX DETAIL CALTRANS 5. ALL STATIONING ING IN TITLE BLOCKS IS BIKE TRAIL CENTERLINE. ROAD �..� BIKE LANE DETAIL No. W16-1 M4-go-c(LT) M4-9a-c(RT) W11-7(MOD) W16-6pL W16-6pR CON8T1RUC,'f10N NOTES: 24 x 24 30'x 24" 30"x 24" 24% 247 24 x 18" 24 x 19' R 81 REMOVE TRAFFIC MARKINGS AND STRIPING WITHIN THE CROSSWALKS BY WET SAW*LASW PER PHASE Dttrrt®,roMo 18 SIGNAL PLAN. WALK EP OOE°", ,R 4" BLACK RIGHT NARROW N� r wrww aAauAnex.s� "�*"°DO 4 INSTALL'BIKE'LANE AND 5' BIKE LANE ARROW MARKINGS PER CALTRANS STD. PLANS A24A k A24D YOUR T"L STOP TYPICA rX W TAIL.sIr 3 TB 7KlT oR Rh v NM O CAPS BRIDGE M1DTOR ERE ny » ® PAINT/Z"SOLID WN1TE CRftswALK WHITE BAKE tEs 7ftAl1 ^i �7 rrtco AND LIMIT LINE PER CALn?AA/s VAR16as REvlSlaws B C r!-nL•n RED *� tr rAwE b IIY-7(LT OR r STD, pLAAI AZifg 5 �MOTORM oE7NL tQ(wDKso)f Df9Dltllxlgft OF R'MSgN J SPECIAL SIGN"A R9-7(MOD-LT) R9-7(MOD-RT) W5-2 R44A(MOD)(CA) RIO-6 CITY OF RANCHO CUCAMONGA 24"x 3O" 11'x 111 17x 1T j mw'p'Lm � 24"x 24 17x 24" 24'x 3G Mz bf SIGNING AND STRIP#VG PLAN 7 WON"a tum ME PLAN 7 Pd10C"m'"� 913gm �, ©Ptr Cify SfirAdud PI.. 131,All[ejemts,!y, Is, PACIFIC ELECTRIC INLAND EMPIRE TRAIL iR O 1:M,�L.ntt and avaW.1ks Q..// Ix TAw.r..00w.tt. PHASE 1C Q oE�,t t „r NO O OEN� BEGIN END �`® � �® �" SEAL s4e+aot TO STA 573+00.00 € CROSSING O RSIA ®� APINIDVm BY: DpF arc M orb 41 1 tat FREE R1-1 R9-3 W3-3 Em KaRw�e 3Tx 30" 16x 1T 36'x 36' 41x 2 !] w t - TZ LE ENGI t-eoo-227-2soo 24"x 2rf" SECTION _GRAPHIC �_`�I F; y a r o.a/St/.. R� mn an aw t� xT AT FW TN'D DAYS 40 - 55 e YDu oIc COMMUNITY TRAIL AND BIKE PATH SIGN SPECIFICATIONS {s DETAIL'A" i, _ 40 ZO 0 40 80 �� v A; *' I.�..raL a rs OF N.T.S. N T S SCALE FEET M°� •..A_, war.' AK VICTORIA PARK LANE L 1— J -"----I Rey ❑Im g ) W16-1(ON BACK) COMMUNITY TRAIL — COMMUNITY TRAIL R/w - / `- ——— x — wcn -- �¢ — ---------- � `Vf DETAI� � R9-7(MOD-LT) - ~a0 Z W CID Lu U ! -OEUIL� - - -I } I1 - I - - - I - - - - I- - - - �- — - -� - - - - - - - I - - W BIKE TRAIL /W' ri iv SINE DEUdI ) uWi R w3-3� I � I I 3 JOIN W -� I Z 1 \ _ rill, ------------ J \ w o I SHEET 29 t I 1T . o `" : =' R1w : C7RAIL R9- - FOR slcH++L PUN 3�. { RD-7(wOD-Lr) T1L1I R/W o =co _ I N6- _—— T SDLlD _ _ + 04 DETAI m N W 4° UJI -- m—o 8f-Sw .!. _ LLI — W T�� a 1Q -3 t (► 0)wJ O � z w= 12, 1D-6 a !WFA' - - � BK 1iRNL I -, DETAI b 12' SOLID wHQE ------i - -----ii dwAff f IL I r, i I; i I SCHOOL ENTF��f1NCt`,, uj VAR10"s REvl6lvws s CONSTRUCTION NOTES: f No. oaalm=OF at+OM a�r� CITY OF RANCHO CUCAMONCA FOR GENERAL NOTES, LEGEND, SIGN LAYOUTS AND DETAILS SEE SHEET 24 QT REMOVE CONFLICTING STWW BY WET SANDBLASTING z i I SIGNWG AND S"TRR31 NG PLAN (2 INSTALL 8'-wArr &"HERE' PAVEMENT MARKINGS As SHOWN ------- PACIFIC ELECTRIC INLAND EMPIRE TRAIL Q3 INSTALL'SK;NW &'AMW PAVEMENT MARKINGS AS SKM i�J� 1 i _ w3-3 PHASE 1 C �I �I�I�I�I II I 596+000,0�0,,To�SjTA 6/2�0+00.00 O4 INSTALL'BIKE*LANr AND S' BIKE LANE ARROW MARKINGS PER CJL7IWNS STD. PLANS A24A&A24D AFPFAW rl W. '- �'w�lC(��s(I DATE: 1249b3 6� ♦DML TDIi FREE � 'G xar IM{1.�xa R s 1-e00-227-26M GRAPHIC SCALE- - w.nx�■, TLBOYLE ENG1110EERINGtt R CORPOMM AT LEW rnp DMI 40 20 0 40 80 E.'�/"/0d�' '"" +r,am A ser c,r, mmpm xxx a vsw vn 1� = 40' �fill ®P& 44 Omdo-4 133, All telCndS, S'y,.,b ls, SCALE FEET m.axaxae.era war ar�aws, - . fxa.s o - .. ...,-., l.:m,l l.Aa i..d Cnrsw+/Ks ,,hAilbe rjwetm.►/Aly, AK GENERAL NOTES GENERAL NOTES (CONT.) Y�. 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS *"dl. 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JULY•NO.AS Stj SPECIAL PROVISIONS. Ilg2 /fix QWP1 ON SHE PLANS AND IN THE TRAVELED PORTION Of THE LANE, EXCEPT AS SHOWN.-- --.{ /J\ 7. VEHICLE INDICATIONS SHALL BE 12". PULLBOXES No. 5 AND CONDUIT Y RIGID METAL 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER EXCEPT AS SHOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALT. BE LED. CASE ) THE CALIFORNIA SWONAN"llie 6 MUTCD A"& 4N CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUR BREAKERS FOR SIGNALS SECTION e ¢OF DOUBLE YELLOW LINE 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOP, PUBLIC 1200 WATTS(ONE 50 PORT PORTIION THEREOF)NATED SIGNS. COORDINATONE 15 E SERVICE DETAILS AND SCHHEDUNE LILING WELL AMP R �^•* OR MEDIAN CURB FACE WORKS CONSTRUCTION, 2006 EDITION. IN ADVANCE OF NEED. SEE CITY STANDARD PLAN 407. P` CAE. S LEFT TURN LANE �( \J 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL 030,SIDEWALK15' 10, CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED io o u, SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION, PLAN SECTION x COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR PU, WHITE TURNING LANE LINE ik SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT 2� THRU LINE 1° ARE NOT SHOWN ON THESE PLANS. UTILITY COMPANIES in PHONE N 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR SOUTHERN EDISON CO. 10, in TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR (CONTACT Felipe Antiibn (909) 357-6163 CASE 2 LAYOUT. LAB : SOUTHERN CALIFORNIA GAS Ca. (I ) 422-4133 0SECTION (8W) 422-4433 tE 4" LANE LINE fO PACTEL ( ) 422-4133 C COUNTY WATER DISTRICT (909 987-2591 (WATER AND SEWER) S THRU LANE Z UNDERGROUND SERVICE ALERT (NO) 422-4133 SIDEWALK PLAN SECTION 4 LANE LINE OR Y �- CURB TURNING LANE LINE M ; O i.i •— — ex1. & c O O 2, THRU OR RIGHT 0 E.C.R. CASE 3 TUR R" N LANE a ti R SECTION CAB ` o 16z" g„UC—e6tt SIDEWALK TOP OF CURB FACE 1 TIP j vl•A'ES---•I b o � o PLAN SECTION a ti m TYPE "R" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I,S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD TO ADVANCE DETECTORSSTEEL ) READ s'LE 4 aRu 1T1C1N t4W 2'rINDEX OF SHEETSTRAI SINGLE INPUT ze OF 55 TRAFF/G SIGNAL G6N&RAL 11VFORN4tTlbn/ EMERGENCY VEHICLE M N !GGfOoU rc AT PREEMPTION DETECTOR 2 AND D AIL,'ROTTtN1-IVR R� a 29 OF S5 TRAFFIC SICWAL RiAN r s•-cr I C V 0TWM) - YIO aGGNGGii ©ASTRO Mini-8roc AMNF.M.MI► _ _ ....MN41iLeWi. ARM TUBE SIZE GENERAL NOTES SGNAL POE AB-pt2l-2e-NPT-Ato $i y VI LENGm END 00.x @45E 0.0.x mN. P.,erxm4n MAST ARM w/SE-Og77-61-V Q'�/� rQ ,�t'� ,� •OO, A- (ONE WAY/ONE OUTPUT) '— sack AS51 A-Y-1E LINE R.Ap w a�Ts D a T W Aa DIA.W EMERGENCY VEHICLE DETECTORS w} _ zs•aeac - 2Na+xo—DEt� v ASW w 'neww�.a C "�R ttJw 1= eb"uurts t`>19{lumma'aae TRAFFIC SIGNAL RFV151oh1S 11-1(7l0 nEe—o' syda M rta,vst mw. a Rc CN I. DESCFdWn0N OF REffi= WTE aA N«E w CITY OF RANCHO CUCAMONGA "1`E�0T1 AS E. Lie) TRAFFIC SIGNAL PLAN PACIFIC AT ELECETIWANI}A ATRIC D ENUEIRE TRAIL roR DkAN+GE w/osouucr VI C 1 A117'Y MAP < CLAMP DETAIL slcN TAB DETAL Not to SCaIC GENERAL INFORMATION AND DETAILS APPWM BY. DAM.11237 € HORIZONTAL IISNS MAST ARM 0 1'$AFFIC SIGNAL LOCAT10Af N I CITY a r �r saor9, a+w eRrBElm - w.C52"I TZ BOYLE ENGINEERING + Fes.12/S1(08 # G ODRPORATION sw �d & , �,vl t KT ea-411-a l 28 a 5 CAL {� xar.m— �21 4•Hill wx n.aee run _ POLE SCHEDULE CONDUCTOR AND CONDUIT SCHEDULE LUMINAIRE IISNS SIGNAL MOUNTING PED-BIKE COND CONDUCTOR RUN Q STANDARD POLE LOCATION SIZE 1 HPSV LEGEND ♦ PUSH BUTTON No. TYPE M, 2 VEHICLE PED PHASE ARROW AS N ON PLAN m CONDUIT SIZE 3" 3" 3 2_3 A 17-2-i61259 W TRAiI XW6 - MAS SV-1-T SP-1-CS 4 • +-O AS SHOWN ON PLAN CONDUCTORS/CABLE 3 12 3 12 3 12- 3112 B PPB POST - - C 17-2-161260 W TRAIL XING - MAS SV-1-T SP-1-CS 4 ♦ AS SHOWN ON PLAN I i POLE A 02, 04P, 04 PPB - 1 - - - = 1 4 ® ASz vSP8 2 - - - - Q - D PPB POST - - _ _ _ _ II T v ■ = AL EQUIPMENT IS NEW - - ♦ = BLACK LETTERS ON YELLOW BACK GROUND 5 I II 3' z I uoi POLE C 02, 04P, 04 PPB - 1 - 1 - 1 ♦ = PPB TO BE AT 3'-q" HEIGHT FOR PEDS ---I i j POLE D 04 PPB,04 EPB - - - 2 - - ® = EPB TO BE AT TOP OF 7'-O" POLE TOTAL 2 1 1 2 1 2 1 1 4 2 02 DLC 1 1 - 2 E V P 1 1 1 2 t #6 120V SERVICEI - I - - - �� ( #10 SAFETY LIGHTING 2 2 2 © #12 IISNS 2 2 2 - ( -----------�� 91 21f SMFo CABL Lu I Z 1, ' 4'• 1 I x PULa. ROPE Ex`-R 1 I --_-.-.- -- j I I I IL INOTE: SEE SHEET 26 FOR STRIPING PLAN PROPOSED SIGNAL PHASE DIAGRAM SENSOR SCHEDULE i ? ce - — _=— SS—EXIST _ I I I ec,sit -- 02 04 SENSOR UNIT CHANNEL DETECTOR EXIST(�I2-iV I }I'' `� 1 1 i-S-02 — _—_— ——y- 27}; — — g FED 2 1-N-02 1 EVP 02(S) BIKE #2 " _ C C48L ® O j L�1 ` 2 EVP 02(N> 4 j� 02 04 BIKEICOMMUNITY TRAIL �2 I �� 04 I I I� ) C,?-3 'I 39' IRRIGATION'&TRAIL U6HpNG STx2YICE CABtHETS 2 2"C, 3 /6 SIGNAL SERVICE I i I�T16, ' E OM2-1V FO FO ' T16 i 27C, 2 110 LTG, 2 #12 IISNS FO t — ---� II I, I ' I�I 6 w 1 I CONSTRUCTION NOTES: AL N°DFSNC1nnCCOIN `7 1.N�-EsEANTRveMODULE � ( 4 Oj FURNISH AND INSTALL TYPE 90 CONTROLLER ASSEMBLY WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT TYPE`R" CABINET. EXACT LOCATION TO BE DETERMINED BY ENGINEER. PROVIDE CABINET FOUNDATION AND PAD PER DETAIL ON SHEET it 28, j PULL 80X TO BE IN PAD AREA. 1 O FURNISH AND INSTALL 120/240 VOLT TYPE III-BF SERVICE EQUIPMENT ENCLOSURE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT, 15 AMP METERED SIGN LIGHTING CIRCUIT AND 30 AMP UNMETERED LIGHTING CIRCUIT. I PER CITY STANDARD 044N 4oT, SIGNAL SERVICE CABINET TO BE INSTALLED IN BACK OF IRRIGATION AND TRAIL LIGHTING SERVICE CABINETS. SEE ELECTRICAL PLAN SHEETS FOR EXACT LOCATION W I _� 03 FURNISH AND INSTALL SINGLE INPUT AND SINGLE OUTPUT EVP DETECTOR ON TOP OF MAST ARM PER DETAIL ON SHEET 11128. ! I ' ! ! j I SCHOOL ENTRANCE 5 ® INTERNALLY ILLUMINATED STREET NAME SIGN (IISNS). SEE DETAILS ON SHEET 1 20 or-55. OS LOOP =BE TYPE'E' —— © POLES 7'TO BE -0" HIGH SIMILAR TO DETAIL FOR COMBINED STREET SIGN PEDESTRIAN 616NAL REVI:5/oN5 N PUSH BUTTON POST ON STD. it f I� 5 g' � i c�t_pLC PLAN 006 A. NO, DESCRIPTION OF ftEVMw ,JOINXISTI@G CITY OF RANCHO CUCAAOtlGA ® INSTALL 2H 6TRAN0 SINGLE(APPROX. I#oo1). OPTIC CAB1E 7o CONTR04LE/7 AT r i STR. VICTORIA/ETIWANDA (APp/PDX, /t{p0'). 3, 6 o 1I TRAFFIC SIGNAL PLAN 8 INSTALL ECONOLI7'E RS232 T&EMEARY MoDtag AND IF5 1140DELD/9/305HR `0 i; , > • ETIWAN�A AVENUE AND TRANSIEVER IN CAJ31NEY A7 VICToIQIA/ETlWANOA, CoNNEC7 AND TEsr PACIFIC ELECTRIC INLAND EMPIRE TRAIL > TRANS lNTE2N CA81 T. F�BEw \ I _ 1 I I SEAL APPRDM F 'i D BY: - ,DATE: CITY Boom 3 Dw.IOU.FREE w .�' 4r oma .Nawma: 1-800-227-2600 GRAPHIC SCALE: N.. 2461 - TZ BOYLE CORPORMON W {, AT LEAST Two DAYS 20 10 0 20 40 +gym.D7 1 * asap tml,aft sow aw BEFORE YOU DIG i" a 20' + C 1 _, KT M°`4M t MVK° -- g w 55 4 NmKnouo�rcc am a z,mnw um SCALE FEAT mere *c wjmm w. aFM ,, nEm 2I2y a 111) LOCATE QUICK COUPLING VALVES —---------- -----— > ly2" ClC. BIKE TRAIL-/ IRA" Im t ----- --- D.G. MULTIUSE TRAIL 0 Ki::. TO ENLARGEMENT-1 P.C.C. BIKE TRAIL ON SHEET 34 OF 55. LOCATE QUICK COUPLING, I ---------------- 1_4CATE QUI L VACTE S �ri i;c I,..... I Ti& I I If VALVES V I.)U­_0'. . I Uj (TYP.) ED If T_ --- -------- - - T z _J P.C.C. BIKE TRAIL MULTIUSE 1 -7 n fn n L: D.G. N V4US AIL REFER TO ENLARGEMENT 2 ON P.C.C. BffCE,TRAIL SHEET 34 Or 55 0 --- -------—-- 0 w ly, Ld DO P.C.C. BIKE TRAIL as Z D.G. MULTIUSE TRAIL D.C. MULTIUSE TRAIL D.C. MULTIUSE TRAIL, Em 3ull Inn m _Q, n e3 m U 4- 0 P.C.0_BIKE TRAIL T ————————————————————————————-- > z Zi zi G"A 11 10 r------1 NOTE TO CONTRACTOR: IRRIGATION NOTES EXTENDING MA ALINE 1,300 FEET EAST OF ETIWANDA 10. IRRIGATION SYSTEM IS WED UPON AMA INU1d OF I INCHES OF WATER PERWEEK(TURF)AND I INCHES OF P.C.C. BIKE TRAIL- AVENUE SIZED AS NOTED NEW WATER ME ER(SIZE PER PUN),AS PROVDED 0 CW D,IS REQUIRED AT A L POIN S OF CONNECTION, THE WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF CONTRACTOR SMALL AND SERVICE LINE. CONTACT THE CUCAMONGA COUNTY NE ARRANGEMENTS AND PAY All COSTS FOR THE INSTALLATIQN OF A NEW ER METER, 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME, INCLUDING NSTALLAHON P EDUR S, WATER DISTRICT FOR COSTS AND 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. 2. TYPIC THE MMIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED, THE IRRIGATION CONTRACTOR SHALL VERIFY THE _.d_POINTS OF CONNECTION CONSIST OF A NEW WATER-METER.FOLLOWED BY A PRESSURE REGULATOR AVAILABLE WATER"XRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION.ANY CHARGES SHALL BE BROUGHT To REQUIRED),FOLLOWED By BACKFLOW PREVENTION DEVICE,FOLLOWED By A FLOW METER.FOLLOWED BY A MASTER VALVE. THE ATTENTION OF THE CITY. ALL EQUIPMENT S"ED PER PLAN. VALVE, CATIONS INSTALLATION EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,MANUFACTURERS' 12. RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS GIRD AUTOMATIC CONTROLLER TO BE A CALSENSE E.-a-UR�,lp-I I AND LR/RR COME INSTALLED WITHIN A REPRESENTATIVE OF THE CITY. DIRECTED ON SITE BY A PROVIDED CONTROLLER ENCLOSURE,MODEL NO.MEUG46-I. ANTENNA PORT INSTALLATION PROVOM Ely THE CITY, THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE GPERNTIONAL 3. RACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WTIHIN A C GUARD SHACK CGS-1 STAINLESS EL PRIOR TO THE CHY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE To BE OAST UAR C ES STEEL OF THE CITY. AS DIRECTED BY A REPRESENTATIVE P BIKE TRAIL ENCLOSURE WITH LOCK,AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR 31 vARICU.5 1?6vlslolvs THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. 7-al w 1 QUICK CC ESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES.ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN ED ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY L H&TO PLANTING WHENEVER OS AN F N�j DESCRIPTION OF TENSION DATE z LARIn ION ONLY AND SHALL BE INSTALLED IN P 4T AREAS w p SBUE. AVOID y C04 UCTS E COORDINATED AND PAID FOR THE DEVELOPER. f :3 VALVES @BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS.SIDEWALK,FUTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL (TOP.) FEATURES. 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS L OTHERWISE DESIGNATED ON THE PLANS. LOCATE QUICK 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR 0 CITY OF RANCHO CUCAMONGA COMMENCEMENT OF ANY WORK.ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEMTELY TOT E CITY. 15 ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SRkLL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD COUPLING VALVES 0 & THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UFLTHES.PIPES MOTH Is'X-ABOVE FINISHED GRADE. VI\j 150' O.C. (TYP-) AND SHALL TAKE SOLE RESPONSIMUTY FOR THE REPAIR/REPLACEMENT,AT NO COST To THE CITY, FOR STRUCTURES, IRRIGATION PLAN SAID UNDERGROUND FACURIES. ANY DAMAGE OF 16. NOTE TO CONTRACTOR: REFER TO ENLARGEMENT 3 ON SHEET 34 OF 55 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL BASE 810 INCLUDES THE MAINLINE,QUICK COUPLERS AND PULLBOXES AT THE END OF EACH RUN, PACIFIC ELECTRIC INLAND EMPIRE TRAIL OVER SPRAY ONTO STREETS,WALLS,ETC.THIS SHALL INCLUDE THE SELECTION!AND INSTALLATION OF A SURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INFIAL CONSTRUCTION. Po,C. FOR CONTROL i FRS SEAL PHASE 1 C 8. THE VERTICAL OBSTRUCTIONS(FIRE HYDRANTS.STREET LIGHTS,TREES.ETC.) INTERFERE WITH THE SPRAY PATTERN (Shr 3q.:rS5) 4s SASE 01D. ROCHESTER TO ETIWANDA OF HE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM By INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE APPROVED BY: DATE:�Zlolag, THE CrT7yON ED AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST To CITY ENGINEER RCE: DIAL TOIL FREE OBSTRUR NOTE TO CONTRACTOR I I'll , • -ii _ I 1-800-422-4133 ...GRAPHIC SCALE: 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAJNUNE TO THE FARTHEST REMOTECONTRACTOR SHALL PROVIDE BID INFORMATION FOR MAINLINE,QUICK CONTROL VALVE(RCV)ON EACH BRANCH. PiGTAL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMRiAL STRIPS COUPLING VALVE AND o" 60*111,14AI", -1 JK LYNN CAPOUYA INC. AT LEAST TWO DAYS iaQos 0 IN ENCLOSURE FOR IRRIGATION WIRING., CONTRACTOR SHALL INCLUDE REMAINING IRRIGATION EQUIPMENT 31ORN BEFORE YOU DIG 1" 50 PMENT(AS SCALE FEET SHOWN WITHIN THESE PLANS)AS BID ADDITIVE ALTERNATE#2. JK =A c� GO PRESSURE LOSS CALCULATION P.O.C."A" > i) Q 1 PROJEC* EXI5711F STATIC PRS HIGH.130 P.51, LOW:125 P5.1. REFER TO NPICAL POC *..I I BBUITC OF wrartwtrloR eueM,eNGA VALLEY WATER MSTRtT ENLARGEMENT-THIS SHEET d`MMWLWY@"WEI T EAff iK 81L4fA I I SUPPLIER' ER. (9 Saw ' ! I i RIOATtON CONIR�LLER ( ( ) I c 4 STATION q RE OTE PfKKJE LIMBER. 409 987-259i LI St E*000NO @0 MR LOSURE �" /GPM STArroc A-2 GPM.25 C VALVE S A HkAA .MEU SPEFER TO$IE 12 55 FGR REM: Pal.L0� " 1 t ELE TR P.O.C. I ,( WATER METER SIZE f O 25 C#! 1,60 v P wru SccPv� i I ! CO R TO VERIFY fffE EW�.T EM�Ni I 3,. 4� BMKFIOW DEVICE tY• O 25 GPM /2.� I 1 LtF_}HE] EMENT THE E L IN THE I 3'y"' MASTER VALVE tY' a 25 GPM OAO _ d AJT(NAAi1C IRR I ROLLER'B'CALSEN 12 T10E.D E.--- _ �,,yy "1 PRESSURE IT tY' O 25 GPM 2.W 4" 4 ! 1" i" STATION WITH 0 REIN TE INSFAL�tNS10 A ( 1 FLOW'METER u o 2s GPM o.6o E Q4" r 3 ' 34" Y + 5METER 5 FORENENd. Q G4&1R ER TO�} GATE VALVE Uy' O 25 GPM 0,t Ya 4" \ I ¢ I t OF 1 ( L7 -4- ! MAINLINE(SCH,40) tY"72 LF.O 25 GPM O.ES �4 1I I I I .-.A- i MJrOuara:REMOTE vein i)E" 0 25 EPM t.r� 1" 1i J ' T-'VERIFY IT E EXACT PLACEMENT F THE I ^- �_ LATERAL ONE SIZE IY.'41 L.F.O 25 GPM 0,76 1 _ I P IPLT f11 SCE. 12 L.F.0 it GAM 0.34 4 45 LF.O 15 GPM 0,90 - �' _ �E 1 SYSTEM LOSSES SLOTOTAi 11,16 m _ - ` FIT=LOSSES(10%OF SUBTOTAL) 2.12 I II (�, j --55 1 ELEVATION LCS6ES/GYNS(0.40 X 0.433)± +0.17 IRRGATION HUD PRESSURE 30 DO 1 m m m m m ( ( ! 76 I ` i/2 '34' 1 -i I T _ •- -'C < TOTAL PREssuRE LOSSES 53-i, I 1 txJ I I ! 1 _ I L •, •8 Z: AVARABLE E%IS=STATIC PRESSAM(LOW): 125.W 4" SLEGY'- E�. l " ( (-)DEFICIT OR(+)RESOLVE PRESSURE .(+))71,89 " IP S� U ( J ! • ( 1' d �q+' TOR TO SYSTEM DESIGN PRESSURE OFCONTRACTOR To SET P75SPS�RCONTRTRACTOR TO FIELD VERIFY AND ADJUST PRESSURE AS NECESSARY. 1' ! TRI L .;NRON EE C L PLANS I - _ _ _I --- -- �_ I >- �_ j 1 I ! 4 --K' rl F�R yQ f iYPiCAL POO EN 'C�E THIS SHEET I ! ��� 4 4 i I 1 LC PRESSURE LOSS CALCULATION P.O.C. !j 4" u/0 4 T" e, PROTECfKLS I 1 E%I5711K:T:STATOBETRAISSUfTE HOH:130 P,SI, LOW:125 P.S.I. " STREET IDENTI ENLARGEMENT 1 SCE OF 01Fa""�"J' G' `"VALLEY*`TER "�SUPPLIER: RUSSEELL SILVA I SIGN-SEE CIVIL$LAMS PHONE NUMBER: (909)987-2591 R•�" ! ` " 4" 4 (CONTROLLER "A°} VALVE STAT"/GPM STATEl B-8 GPM.25 1 REM: PSA.LOSS: I ! C I. WATER METER SIZE i' 0 25 GPM },] A-1 780 SQ. FT. A-2 956 SQ. FT. A-3 1,12Q SQ. FT. BACKFLOW DEVICE i)Q• O 25 GN 12.00MASTER 2 1" i1 t PRESSURE REGULATOR 1� :25 ;:� ENLARGEMENT 2 FLOW METER Iy 0 25 GPM 0.60 A-4 1,120 SQ. FT. A-5 24 S0. FT. A-6 7 q GATE VALVE tk a 25 GPM o.to ' 3;1" 6 1" TREE BUBBLERS 3 1" MAINLINE(SCH,4 A IY'173 LF.0 25 CFM 1.02 (CONTROLLER "B"} B-1 1,072 SO. FT. B-2 613 SQ. FT. B- 1,200 SO. FF. B-8 1710 SO. FT. fUTONA7P REMOTE VALVE lY.' O 25 GPV i.GO LATERAL UNE SIZE tY'10 LF.0 25 CPM 0.18 75 L.F.0 6 GPM 3.35 IRRIGATION LEGEND Y' Jg LF.O 70 GPM 2.77 SYMBOL MANUFACTURE MODEL NUMBER DESCRIPTION RADIUS C.P.M. P.S.I. CITY STD.DETA115 SHEET 36 SYSTEM LOSSES(IDS 33.2b B-3 24 SQ, FT. B-4 910 SQ. FT. 8-9 40 SQ. FT. -1 1,fi10 SQ. FT. FITTING LOSSES(,O%n SUBTOTAL) 3.23 D RAINBIRD 1812-SAM-PRS-50 POP-UP SPRAY HEM IRRIGATION ELEVATION HEAD lOSSU(0.�X 0.433)± +0.26 S' 0.20 30 539 6 i" TREE 1 1" t i" TREE 27 IftRp7ATI1N HEAD PRRSSURE 1O00 II RNNBiRD 1812-SAM-PRS-SH POP-UP SPRAY HEM S. 0.20 30 BUBBLERS BUBB RS AUTOMATIC IRRIGATION CONTROLLER'C' STREET IDENTIFICATION TOTAL PRESSURE LOSSES 65.23 IF PAINBIRD 1812-SAM-PRS-OVAN POP-UP SPRAY HEM 6' 0.40 3D -? g5O �. FT. CALSENSE R STATION WITH RADIO REMOT' AVAVA@LE EXISTR STATIC PRESSURE(LOW): 125.E N9 RAINSIRD 1812-SUM-PRS-10F POP-UP SPRAY HEM 10' 1.30 30 B-5 1,310 SO. FT. B-6 942 SO, FT. SIGN-SEE CML PUNS (-)DEFCR OR `� RAJNBIROENLOS 1812-SAM-PRS-tOVAN POP-UP SPRAY HEM 6 12 1" INSTALL INSIDE A Md6-1. METER © (+)REStIXM1 PRESSURE .(+ 59.n 10' 0.80 30 REFER O NO.MEUG46 1. CONTRACTOR TO SET PRESSURE REGULATOR TO SYSTEM p RAINBIRD 1872-SAM-PRS-12N POP-UP SPRAY HEM 12' 1.30 30 REFER TO SHEET 50 OF 55 FOR ELECTRICAL DESIGN PRESSURE OF 75 P.S.I. CONTRACTOR TO FIELD 9 RAJNBIRO 1812-SAM- P.O.C,CONTRACTOR TO VERIFY THE EXACT VERIFY AND ADJUST PRESSURE AS NECESSARY. PRS-12F PDP-UP SPRAY HEM 72' 2.60 30 --'�PLACEMENT OF THE RNNB:RD 1812-SAINT-PRS-I2VAN POP-UP SPRAY HEAD 12' 0.70 30 ------- PEDESTAL IN THE FIELD WITH SCE. 7 RAJNBRD 1812-SAAA-PRS-15H PD-UP SPRAY HEM is' 1.90 30 ��� �♦ PRESSURE LOSS CALCULATION P.O.C."C" RNNBlR6 812-SAM-PRS-1sF POP-UP SPRAY HEAD is' 3.70 30 / //� `.♦♦♦ 1 ! OWH I.) I PROTECT: iNN�S T RAIN BIRD i812-SAM-PRS-ISVAN POP-UP SPRAY HEAD ig' 0.90 30 j W E%ISONC STATIC PRESSURE WGH:130 P.S.I, LOW:125 P.5.1 p RNNBIRD 1812-SAM-PRS-ISEST PO-UP SPRAY HEM Axis' Gee 30 RMo SOERiCE DF WFBRMNWN: CUCAMONGA VALLEY WATER DISTRICT g RNNBIRD 1812-SW-PRS-iSSST POP-UP SPRAY HEM SUPPLIER RLSSELL SILVA 4X30 1.20 30 ♦, i PHONE NUMBER: (909)987-25V 0 RAJNBIRD 1812-SAJ PRS-1402 BUBBLER FLOOD 0.50 30 ' VALVE STAT)CN/GP1M STATIDN: C-1 GPM.30 W/PA-80 f P.S.I. TREET I NTIFICATIOkREM; NOTES: ` .I.LOSS: CONT P RACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO SIGN-SE WATER METER SIZE UN' 0 30 GPM 180 REDUCE OVERTHROW ONTO WALLS,WALKS,AND STRUCTURES. ' BACKFLOW DEVICE iy'- 0 30 GPM 12M I E I 5 I 1 I 1 ( MASTER VALVE 1Y" ®iB GPM I.30 Mu"TKW EOU✓PMENT CITY B7OOWGY 1 _ - _ _ PRESSURE REGULATOR iK' a JO�d 2,M F \ 1 CONTROLLER(TYPICAL) FLOW METER t i 0 30 GPM 0.60 WATER METER i•,AND t-i/2'D0AB51�WATER METER.REFER i0 CIVIL PLAN(S) I \!!!""--E�LNECCLTpRSCy,ARLE METER QGATE VALVE t){' 0 30 GPM 0.10 ` �f✓EdR ifi J MA[NUNE(SCH.401) i)f'132 L.F,O 30 GPM 3.90 O CONNECTION CONNECT PRORDSED MAINLINE TO EXISTING METER.(REFER TO CIVIL �� � AUTOlNAi1C REMOTE VALVE tYs` 0 WIT 0 GPM 29 ENGINEERING DRAWINGS FOR METER LOCATION). ( ) LATERAL ONE SIZE TYJ'30 LF.O„'MN 0.110 WATTS FBV-3 LINE-SIZE BALL VALVE ` FLOW METER 1 m ,tyy4 15 LF.0 15 PM 0-06 518 EXISTING MAINLINE POTA3IE (TYPICAL) ZS•35 LF.0 7.GPM Sd WATER 12"P ♦ I PRESSURE REGULATOR 4 1 - ® WILKENS 50D SERIES iX'PRESSURE REGULATOR 519 i �, Pd (TYPICAL) 1 SYSTEM 1O55E5 SUBTOTAL 3]ra^ Q FiiiING LOSSES(10%OF SUBTOTAL} 3.03 ♦ / REDUCED PRESSURE „ „ / Q Elfl+A1XRN 1C55ES/GW75(1.70 X O.d33)± 0.74 ® FEBCO 825-YA 0Y'REDUCE PRESSURE BACKFUSXY DEVICE(TYPE-A).INSTALL IN 517 BAC 1.DEVICE PER CVA'D 44 �/•• 1Y4 I 3Y4,• M LLJ RM IRRIGATION HEAL PRESSURE 3� A COAST GUARD SHACK ENCLOSURE MODEL I CGS-i ♦ / STANDARD 2 AND 2A LCA FM CALSENSE FM-1.258 ,♦ / II M Io AVAILABLE EXIST9S STATIC PRESSURE(LOW): 125.00 tY'BRASS 11:E MOUNTED FLOW METER sib HOT TAP PER �+`+ �� BALL VALVE(TYPICAL) CVWD STD, Ito .n �'�4 �4" ' ®� � I�I (-)DEFIER OR(+)RESIDUAL PRESSURE .(+80.92 ® SUPERIOR SIQO-PRS SERIES 1}'NORMALLY OPEN MASTER VALVE WITH PRESSURE REGULATION WATER METER-009RW,GiOR CONTRACTOR TO SET PRESSURE REGULATOR TO SYSTEM VALVE,GLOBE VALVE ENLARGEMENT TO GATE PER DESIGN PRESSURE OF 75 PS.I. CONTRACTOR TO FIELD ❑A © CALSENSE ET2C00-8-tR/RRtTPI-TP,10 B-STATION ELECTRIC CONTROLLER,INSTAL±WITHIN FROVIDED ST4 TYPICAL POINT-OF-CONNECTIONRANCH W !' VERIFY AND ADJUST PRESSURE AS NECESSARY. CVAO STANDARDS ENCLOSURE. REFER TO CIVIL PLAN INT N OF ELECTRIC PO OF RENNR EOTRE AH0 . C I +! CONNECTION. 120 VOLT,20 AMP.I POLE CIRCUIT BREAKER IN POINT OF CONNECTION NOTE IRRIGATION CON ROLLERS CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM O DOMESTIC ' I I ! WATER METER.CO TRACTOR TO EXTEND NEW TYPE'K"COPPER PIPE(OR AS PER LOCAL EDGE) RE R TO TYPICAL P� ® CALSENSE ET2000-,2-LIT RRiTPi-TPI 10 12-STATION ELECTRIC O CIAL PLAN INSTALL WITHIN PROVIDED AND INSTALL ONE i 1L4'6MKFLOW PREVENTER,ONE 1 IY"FLOW METER,AND Ok'' 1 ENLARGEMENT 3 ENLARGEMENT-THIS SHEET ENCLOSURE, REFER TO CML PUN OF LE CIRCUIT T BR OF -i,U; CONNECTION. TRO VOLT,20 AMP, i POLE CIRCVR BREAXER IN MASTER YALYE,TO PONT OF CONNECTION AND EXTEND MNNUNE TO YALYE MMl! AS IRRIGATION CONTROLLERS SHOWN. (CONTROLLER "C") PIPE SIZING CHART nac(c;t r A, tDy„� , ,�A , sc(€trs Nt, +sow EXISTING AVAILABLE POTABLE WATER PRESSURE 125 P.S.I.TO 135 P.S.I.OF 12'MAIN SERVICE RAINBIRD EFB-CP-PRS-D AUi6bt4TN:REMOTE CONTROL VRIVE.VALVE�X CAR TO BE 520 UNE,DATE:4-19-06 GIVEN BY RUSSELL SILVA(909)987-2591 AT CVWB, STANDARD FLOW GPM. BOLTED DOWN.CONTRACTOR TO ADJUST EACH COVER MODULE AT C-1 1,900 SO. FT. C-2 1355 SO. FT. REMOTE CONTROL VALVES.AS NECESSARY,TO PROVIDE AVAILABLE STATIC POTABLE WATER PRESSURE 125 P.S.I. SUFFICIENT AMOUNT OF PRESSURE TO EFFICIENTLY OPERATE Q-9 INDIVIDUAL SYSTEMS 1" 10-17 C) RNNORD 33DNP NON-POTABLE QUICK COUPLER VALVE,MAX.Igo'O.C.TYP. 53B 1Y4" 18-22 - APPROVED SCHEDULE 40 PVC. MAINLINE,PIPE 2-AND LARGER,PVC CLASS 315.1 e AND 532&$33 C-3 378 SO. FT. C-4 1,280 SQ. FT. 1Y2" 23-28 SMALLER,SCHEDULE 40 PVC,MIN.COVER 18' VARiO(tis /-Z�'V/5loM5 2 29-38 APPROVED SCHEDULE 40 Ply. LITERAL LINE.SIZE AS SHMN.WN.COVER 12' 532 8 533 �, DESCRIPTION OF REVISION DATE APPROVED SCHEDULE 4D PVC, SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED.UNLESS 532 do 533 c-s zs SQ. Fr. c- sso SQ. Fr. OTHERWISE NOTED CITY OF RANCHO CUCAMONGA 1"TREE BUBBLERS 1 1 PRESSURE REGULATOR NODULE(PRS-0)NOTE: CONTRACTOR TO MOUNT OF EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW IRRIGATION PLAN $UFFlCIENT MOUNTOF PRESSURE TO AERATE EACH VALVE. ELECTRIC INLAND EMPIRE TRAIL PACIFIC ELECT YKYE M=>N9.1 VALVE P O--ZONE SQUARE 1 CARE FOOTAGE SEAL ROCHESTER TO ETIWANDA nj GPM - t1-fL-u w SIZE j P,O,C,FOR CONTKot 16R.5 -A-,'9"+'`C" /. �pµCAa DSF (SHE,3Yof55)AS STD. APPROVED BY: DAB•! 7 IRRIGATION NOTE SHEET: NOTE TO CONTRACTOR: ;' � ' p9� `` GM ENGINEER 0 RCE: D a TOLL FREE ~! JK IYNN CAPOUYA INC. I-Boo-422-413} I t o fio IRRIGATION NOTES SEE SHEET 33 OF 55 CONTRACTOR SHALL PROVIDE BID IN FOR MAINLINE,QUiCK zliho06 AT LEAST TWO DAYS COUPLING VALVE AND /1 I °""" 9 R5 AWiNY.M9KC BEFORE You me 0 20 100 CONTRACTOR SHALL INCLUDE REMAINING IRRIGATION EQUIPMENT(AS r4j o�;' JK "R� 4 K s tvxE R1R1 rr mlmlRl vJRtwu SCALE: 1"=2Q' •.. F EAU ' ° SHOWN WITHIN THESE PLANS}AS BID ADDITIVE ALTERNATE#2. OF Go _.�. an JIBY iS.MAI i8z 1p M i j I � I 2 EXISTING PALM I- � •r r. TO REMAIN AND I • - - - E1 PROTECTED IN - • • • • ' 3—��—f- - _ - _ CC) I 1.. "�- •P.C.C.8 - TOTAL_j _ '1 1 TOTAL m j 76 I j D.G.MULTIUSE TRAIL t ° — 1 — I 6 TOTAL 10 TOTAL D.G.MULTIUS — i � I i (1) EXISTING PALM P.C.C.OWE TRAIL 3 4 TOTAL TREE- H - 3'70TA -- -- o V RELOCTTTED E 5 TOTAL 1 TOTAL 3 L _ fRAr' i � I 1 _ 0 _ i I I I - - - v z 1 (2) EXISTING PALM _ _ _- °• _ v , TOTAL I ' I TREE 0 REMAIN j II AND A PLACE PROTECTED 1 I ° I I I I i i CALMS OUT BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY COMMENTS CITY STANDARD DETAILS 3 TOT t STREET TREES (MATCH EXISTING) KOELREUTERIA PANICULATA GOLDENRAIN TREE 24" BOX PER PLAN 2 EA STANDARD 502 1 (25' D.C.) EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM 24" BOX PER PLAN 2 EA STANDARD 502 _ 3 2 TOTAL C• . _ 2 2 TOTAL _ TREES (30' O.C.) 5 2 6t— 7 TOTA 3 - T-1 CHILOPSIS LINEARIS DESERT WILLOW 24" BOX PER PLAN 23 EA STANDARD 8 TOTAL 1 tt + 502 l' QSHRUBS S-1 ENCELIA CALIFORNICA CALIFORNIA ENCELIA 5 GALLON 4' O.C. 111 EA STANDARD 506 >¢ ® S-2 SALVIA SONOMENSIS NCN 5 GALLON 3' O.C. 129 EA STANDARD p 'DARA'S CHOICE' ° ~ 1-, ' Q° S-3 ZAUSCHAENIA C. 'ROUTE 66' NCN 5 GALLON 3' D.C. 158 EA STANDARD • °v o °h j _ -, I I O S-4 LEUCOPHLLUM COMPACTA TAXAS RANGER 5 GALLON PER PLAN 89 EA STANDARD •• • •ij8 • v°a°v°°v II ¢ j:l �• S-5 ARCTOSTPHYLOS DENSIFLORA MANZANITA 5 GALLON 6' O.C. 99 EA STANDARD HOWARD MCMINN' l Q D.C. S-6 MUHLENSERGIA RIGENS DEER GRASS 5 GALLON 5'I 84 EA STANDARD QROUNDCOVERS PLANTING NOTE: ® GC-1 ERIGERON KARVINSKIANUS MEXICAN DAISY 1 GALLON 3' O.C. 4,112 EA STANDARD 508 1. PLANT QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND. (3,705 SF.) LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR LEGEND. CONTRACTOR I GC-2 MYOPORUM PARVIFOLIUM PROSTRATE MYOPORUM 1 GALLON 6' O.C. 161 EA RESPONSIBLE TO VERIFY QUANTITIES, BASED ON SPACING INFORMATION, AND REVISE PLANT MATERIAL QUANTITIE 'PUTAH CREEK' 508(3,566 SF.) ACCORDINGLY. ANY RESULTING ADDITIONS TO PLANTING QUANTITIES WILL BE PROVIDED AT NO ADDITIONAL COS TO THE OWNER, LANDSCAPE ARCHITECT TO APPROVED FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. ROCK BLANKET 10" DEEP. 5.008 SF. FOR CONSTRUCRTION 542 SPECIFICATION REFER 2. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING AWAY FROM WALK`- TO EXISTING PHASE 1A. WALLS, CURBS, AND OTHER HARDSCAPE ELEMENTS (EXCEPT FOR BOULDERS AND ROCK BLANKET THAT ALLOWS EXISTING PALM TO BE PROTECTED AND FOR SHRUBS TO BE PLANTED AT A CLOSER SPACING (12" MIN.) J)' REMAIN IN PLACE 1 EA REFER TO PLAN 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER WIDTH FROM WALKS, &XISTING PALM TO BE RELOCATED WALLS, CURBS, AND OTHER HARDSCAPE ELEMENTS WHERE PLANTING SPACE IS RESTRICTIVE, TREES WHICH 1 E4 REFER TO PLAN WOULD OTHERWISE REQUIRE 8' OR GREATER PLANTING SPACE MAY BE PLANTED WITHIN 4' OF ROCKSCAPE, PROVIDED THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE (SUCH AS WALKS, WALLS, OR CURBS). WHERE POSSIBLE TREES SHOULD HAVE THE RECOMMENDED CLEAR PLANTING AREAS RECOMMENDED BOULDER SCHEDULE ON THE CITY'S TREE LIST. WHERE PLANTING AREAS ARE REDUCED BY ROCKSCAPE TO A DEGREE WHERE THE' VARIOUS /'iELO/OA/5 STANDARDS CANNOT BE FOLLOWED, THEN IN THE INTEREST OF PROVIDING TREES, WE CAN COMPROMISE ON Ti­ SYMBOL KEY SIZE QUANTTY COLOR AND TYPE CITY STANDARD DETAILS PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE PLANTED WITNIN 2' OF ROCKSCAPE BUT MUST ® 18- TO 24" DIA. 43 EA BOULDER MATCH TO EXISTING PROJECT PHASE to LOCATED BETWEEN 542-A NO. DESCRIPTION OF REvr4ON DATE APPMVM STILL RESPECT CLEARANCES TO OTHER ITEMS MENTIONED ABOVE. TREES REQUIRING A MINIMUM 2' PLANTING 24" TO 36" DIA. 36 EA HAVEN AVENUE. AND MIIIKEN AVENUE 542-A CITY OF RANCHO CUCAMONCA AREA SHOULD NOT BE PLANTED CLOSER THAN 1', JUST TO AVOID TOUCHING THE ROCKSCAPE AND HEADER O2 WITH THE TRUNK. 0 Q3 36" TO 48" DIA. 33 EA 542-A PLANTING PLAN FOR PLANTING NOTES-REFER TO SHEET 37 OF 55 PACIFIC ELECTRIC INLAND EMPIRE TRAIL SEAL PHASE 1C DI NOTE TO CONTRACTOR: RocHESTER TO ErIwANDA `pN05Ckp . F APPROVED BY: DAZE: Qb / '4py\ CRY ENGINEER RCE: DIAL TOLL FREE 10 60 CONTRACTOR SHALL NOT INCLUDE PLANT MATERIAL AND ASSOCIATED `" '`•, ; ; ow m: 1-800-422-4133 INSTALLATION COSTS AS PART OF-BASE BID: HALL JK LYNN CAPOLPfA INC. AT LEAST TWO DAIS 0 20 INCLUDE PLANT MATERIAL AND ASSOCIATED INSTALLATION COST AS I ak '��3i� rig,' .+ 1 � ��'>•�•� BEFORE YOU DIG 100 Jk( #2,� JK PART OF BID,ADDITIVE ALTERNATE '� ` eaeaA.0 s a me 9sao SCALE: 1"=20' 35 OF CAEtO® ac.c x6 aowrr,w. axxzf urm�mm�auov:u ,..t4l` ��' GO Q!2 t{ y� fsgOEiPE NOOEE PER ___� BALHE:AY/PPEVE.HRR 9T€be+m WmfWrtHY•FtIB f TO IMM04E FT.rG1 Z _- _ tnRiQaiW,tfOE.0 V I�/ f � RC WLEMu�fpi _ uW€c,�ORSWAtpOROG* OWOE Ofl]06. 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NULLEttt181RE@*. �E vuVE BOx AT K01rtu,ClE;TOS,M)LTXa80M WR6vf.Ne+G. g ..WdE wKVE BO%AT0.rCHT INOtEETO BTRVCNli£SCAlUFRdLAPY1G � F 3.WETffiW THEOXALL EWEiHmiOs. 3 a SfaLHUwr�,N&wUeBm.EHEVERPW86tE 3 a.P4 A60REMiERROR T08M1tU11M Of vKYfi RCOHi0.xlER A,g J.vtlILM�•HtIRE�YRENIKGAOtvKY£NPo P�49JR£ s.ATTALNPWTILVKVE�HMIGTYy11A0 APPIc�PmA18LOHTM1OLLERA� F Fl ,HO AAE OUB,ED PORCGy<ELrroHBCa iTACH T.aETC rcIN,wKwtaHTAO YTH AmRdrAex PERJNE M1UOArI4NPW1 '��'.r vKVEHUJXRP#roEVKVE Wx. s"A ,wumpsrwQr�,wlEHnm"�fifn,wou.®'[eRVKvt r onfwuwM1�us. vAuxxtueBa roY�E wcoE VKVEBox s PEN�KO FffOREeAClOtOYIERti4,RR ..e6A0 WrLi6Lfg11 AT WTt>X.I EM1ET daY. ai CITY OF RANCHO CUCAMONGA, CALIFORNIA „ T Y"^'E"E"""'"E i6roRURofR �»�w.CITY OF RANCHO CUCAMONGA, CALIFORNIA ISOLATION VALVE YCITY OF RANCHO CUCAMONGA, CALIFORNIA REMOTE CONTROL VALVE WITH a i s CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA EDUCED PRESSURE BACKFLOA' -bX�/�s��" SHUT-OFF VALVE & UNION f a2o 3•' or smaller ..,.....R.. •.».,,.^ stems FLOW METER INSTALLATION t ug a,t P� PRE ENTER—TYPE B 517-8 ut POP—UP SHRUB SPRAY HEAD j f 5s9 F° 515 LINE SIZE BALL VALVE R REDUCED PRESSURE BACKFLOW PRVENTER C REMOTE CONTROL VALVE POP-UP SHRUB SPRAY HEAD g E FLOW METER SCALE:N.T.S. RC#518 \ ''')REDUCED RC#517 SCALE:N.T.S. RC#520 SCALE:N.T.S. RC#538 SCALE:N.T.S. RC#5t6 �.� STAND ALONE CONTROLLER YATU ANTENNA �tG�a o�ac it A ,w�n�nB�Jmtc�� na � 5 ! W'�ervciew �(� —f— '�' i • a II ��r�aERP� -� �E}Pce`�wHBT°PE,awea I '�---� - ".�� r NOT IN E. E USED ry aw i `�f�• sawn �. M1 ENCLOSURE MOUNT �a�Tu[rS � Y �ETst w Ev} , E,ow.rwaanro�rcATEveEn,aEavwwa Ts,oeE JwA'�vtt Au naae W� a•EaaiT� � ( ,.wscAcrss.,rEPwoRroaaTKUTrcwofvw,nmx •.cwr�w,w..Ho.acvM.auonafomnnu.ouwm.m � .,o,��.nre.waxe� CITY OF RANCHO CUCAMONGA. CALIFORNIA CITY' OF RANCHO CUCAMONGA, CALIFORNIA "'""� CONTROLLER ASSEMBLY I "^ - 3 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA figQUICK COUPLING VALVE I I_waAALLAP T11%N z1�PEE A� 5za 2a VOLT SPLICE BOX ° 0 5{i,Alitas„y/� PRESSURE REGULATOR VALVE 51& F QUICK COUPLER VALVE METER ENCLOSURE SEE CIVIL SHEET CONTROLLER ASSEMBLY INSTALLATION-TYPE A 24 VOLT SPLICE BOX PRESSURE REGULATOR VALVE ` _ SCALE:N.T.S. RC#536 SCALE:N.T.S. RC#522 SCALE:N.T.S. RC#524 I SCALE:N.T.S. RC#540 SCALE:N.T.S. RC#519 � f7 T IT�r ill f 411 Eli 1—TF MLI A T-Tr I e 1 1 f N0. DESCRIPTION Of REVISION GATE Vv` � �• i � I i" i e,� �1�� `�� + CITY OF RANCHO CUCAMONGA TrTT -I rl i_ Ti= 3 1 W IRRIGATION DETAILS PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1 C SEAL ROCHESTER TO ETIWANDA ;� �PrafK,��. xYW6..�•RW�EB^�.�,. t .: .,w.w. ,o*HOE..�Poa.raerovHRSE,aMew,sw, 4 J.aEaW.�Y,.B.iv�»n€+.,Rn,,,.. n.wraw I l rumvneenxW..eea. LNHDSCAPF Tr. O ir Cq BY, DA_. CITY OF RANCHO CUCAMONGA. CALIFORNIA A CITY OF RANCHO CUCAMONGA. CALIFORNIA �I CITY OF RANCHO CUCAMONGA.CALIFORNIA ,q,� 1 Z3�(ng9 CITY ENGINEER /V/l/t.0 (�/ RCE; •"'� THRUST BLACK t•-+ { CITY OF RANCHO CUCAMONGA, CALIFORNIA B (+ .« ,�, .w^.. BOULDER INSFAtLATION 9 lx FOR PGSTIC PIPE 1 848� TYPICAL TRENCHiNC 592 4.. •8a?-A } 8 flW Mr DIAL TO FREE / TYPICAL SLEEVING /l..r= [ � 1-800-422—a133 uM1, mod.�....�„�,,.� 5ss °.Ri ,° � _ °"` � _ e ��i ,tK LYNN CAPOUYA INC. 12 31 240& aB+lni A IAafIR AT LO DAYS EAST YOU DIG K THRUST BLOCK FOR PLASTIC PIPE L TYPICAL SLEEVING TYPICAL TRENCHING DETAIL s� , KKR, a � A�LEEEW RC#54s Rc#s33 M RC#532 N SCALE: TYPICAL BOULDER INSTALLATION 9rF o c ' co SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. Y. ouc aas n:ODE Iq L "L I YDR}M LVEX WfR1 rMi SiJE W 1 clRB arae Ma WNK (( jrm/ol MORrM.warts ro.£CENT cc�LE NOTED:. CASE 1 zB ! / / S+CEWatrt - t. REMOVE NLRiBF.1iY STAKES Afw r FILICAVitt Will#HR�TBN.L. PARALLEL TO BE RU�PIR) / + PARALLEL STAKE TREE PVWD��AAR 3'MMW)M CONCRETE DED TO PREWMLPia Wm, urwrnREATH CASE 2 BDUUIEP PER SR)PI.W (LOCATE P[W CDB PLM) uw C@RI AT /-� DJCE OF COBBLE I ` �. �� W(`\YA. ♦ E RLESICRE y �i�lF?•Tf{ ONE HALF SPACRRI •: - TOPTETOSEPLACL'DAS T LEAK OFPUHTEiU APSb1U Wf�+G(2ETHE I.Ti�itR iGZA TPOSISISulfNO " ` TXPt11Y Y TO FdAI FLF.)ONOOF TeiETitg-WT TOP Oc gTANE88EtOV CASE 7 -..i E'i---2a.-�S•� SUPPDWTORPLEOW E SPECIES GRObRFIFNefT PBflMRS`. TOP OF 8t170 v XVDOd W;4Yt , •F j (�a+ �2.Eux MORTMED StgiE swAtE THE HEAD TO DROP. �.(' AWN TRUNK, PIIWANQiUDE t HOMCpOC11fP hNHG13HO1JlD� - r BDNII I �. "ART, CONVEX BOB AGAINST M AST T®HEE TAWKATT.WllTT.V P9aSHDHADE OVER Tt#NOOfBRLL.TOP�.WA1 ( !�` y )♦.f , J { + y J I -I ,. •"� - � �EIVBTDCCOD�POCEB. 'COfKREIE BEO CONCRETE ClpiO r,rx 2.OLA.LOOOE PfY.EP'NE STAKES .... ' 4 / -: BENFATH COBBLE W/PS BM WRH WOOD PRESERVATNE STAN. _ Y IN./4'MAX.PAD. UM)LTTURBEDB AND POSITION DRNEAAHiNiATOF B'NRD I -( r ,! }, b'PCC MOW CURB CURB 1,CURER SEE DETAIL FOR + PER CITY STD.5aa " �DTBALL R7 END CONOiTIDN I STAKES OUTSIDE ROOT CALL INSTANCE EOUIIL TOTtiE ! , / � J. p04STANCE NOM TO TINE p7 CENTER�ACM 8'PCC MOY!CURB TOP OF ROOTBAIL TOEKIEtq 2' ° PER Cltt STO S34 TO FORMW 7EMHIBA9a7 FOR A te ` :DISTANCEEOWL 70THE ON CENTER --` I_ wNTPrt To=mI`=LT#E RESIOENTµL ANO QROLNNI COYER PLANT PT THEE(2)TR/ESTHE - - �` WYITHOFTrEIg6FBALL PLANTER � � COBBLESTONE - � I BPAGNGOFBPECIPiEDBHRUe, AREA FMRDSGW£ PiBTALLATKMS.LOGTEGU78lDE I WIDTHOOD CHIP MULCHTW1.Iq ) - '- UNLESS>iPFCIAL CA. AS DESCRIBED C OF FLNTr PtT.BERMSRi NPi /(/JJ�WOOD CHIP ALLOW DToSHOULDRED -y '< ARFASTOBE REMOVED PRIOfU / PLACED OR ALLOWED TO REANNI .-lII L : BU NOTE 4.BELOW ° e a ^ rocrttnaEPrANCE. OVERTHE ROOT BALL I. 1 SIDEWALK HARDSCAPE J` (- JOIN AT RIGHT ANGLES(TYP.) i tT� NOTE:. 3'MIN./4'MAX.RAD. a \ -i4tTfiEBwTSaLwRNTw 1. N.L IJ�OROUND COVERTO BE PLAR'EOAT EOUAL tg7te OREATERTtuH r SPACING(TRIANGULAR)UNLESS OTHERV49E EAKCATED ON ORSTING CURB DtAYStettt PL.ANB:£EEL€t>£ND ECaT> AT�,Nt? NOTES: INE WALK T.Ca CRETE Cuss 520-D-2500. I F R GUARD IN TUR, Ulro wATRE MN. 2. -YR WHERE PtALTEDAWAGENTT'fO WALLS,WAUUS:CURBS OR 2 ROCK 92E4,orAEss ORERMSE SFECnED.SWJ.BE. END CONDITION SNao FRONTYARD& UM-BTATgHy ACE ;WJ WALK$. URBS e01ADER5 NAK.JO'-Wt1.YO' l'ROOTWL SOMLARUMTHTED AT diENM.FT�D GROUND BPACktO Ts wx,Te'-u1N.s•WT1H aNE DAT b ESACKFBt- NOTEb: ...SNAULBFp4MS CHANTED TOSEE EOEND PoREPARGRA J.BOVLOERR StUtl NAyE I/3 EMBEDMENT.CA®8tE5 8w11 HNE 2/J LV@EONEM - T WTANGLL WITrEDRCOT88Y HLROD}SATEDpEa.ALL SPACfS BEPTEEN SfOM3 SHLLL eE TIb'LbRTM.1 PMr CFMENT TDII A DFROOtOALL.DO NOT CNACN ROOTBALL: a. &PACk7GR SBNALL GOVERN Tiffi FBUAL'OUANT)T S 2-i/2 PW SV""2WD PSt PoRR/ND CEMENT EpNyi(E:E,(NO-DRY-PACK'IS AILOWEO) PLANT EQUIREME:TSPLANT GRALLQUIANINTIESGOVERN THE FINAL uARTS.AA-'a MFA•WH./0 BO. WSPECKK.PRKIR UEOBUD ARE ESRAU.TES ONLY. HE KTRROOc r NIC E SaLuroN:TURBED $ 4. WHEti WIDTH PAPiCWAY!%)ES NOT ALLOW&PACR7G.A5 S FAML R£STNO WSRwN GF ALL ROCK'TO BE IPPRDYED BY lIS 111E CRY Nl°.PECiOR. A g 1.wxi6 SH41 BE SMOOiH.POIkWIW 6 fP£E Q OBffGIwN1HlE LRSROURA1wN8 Aiw EJtCEssNE WOH CdYfENi. A S d ABOVE.LENGTHEN 7Nf 1NsACEUO PARALLEL TG .. 8.Nl COBBLE SroNE ARUs stun MANE 61a'COND HEW£ft w5 AN[�E AT PUatTv+c. .. A 88lEWALK,AFTER APPROVAL OF CITY NSFECTOR CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA. CALIFORNIA CITY OF:RANCHO CUCAMONGA, CAMFORNIA RIVER WASHED GRANITE n__ DOUBLE STAKED TREE _* aM ""'�° =*.�RD. i N'aroVCO D+� COBBLESTONES 5 GAL 2421'BOX 0� CONTAINER PLANTING SHRUB AND GROUND COVER n ut iL LbEMM STX,R.VM Tql Plli£YNRY•'CdESiwlCipN CITYE«E}%a. TkTC BSC MTR YfNgYgl pEGFlC/J10AS,SA.WUC,B71M6.DMb=AU:1wN 5os i , SPACING 5�s ,'�an ENGNEER MTE usE WRN srMavm sreerwnTKws EDR Pu�c wows,� 542 nTY E�iNEDe uur i�I nrL•..OI KTP '.BL� ux RRH arWm.RD v2nr.Nat+s roR n1B,r W s �R.0 E SIEET i OF t ICE. 2dB53 SHEET t V i ACE t12. 2Nffi AEET.)ffi 1 RIVER WASHED GRANITE COBBLESTONES Q 502 DOUBLE STAKED TREE SHRUB PLANTING N SHRUB AND GROUND COVER SPACING SCALE:N.T.S. RC#542 SCALE:N.T.S. RC#502 SCALE:N.T.S. RC#505 SCALE:N.T.S.PLANTING PLAN AND PLANTING LEGEND SEE SHEET 35 OF 55 RC#508 I 1 PLANTING NOTES: HARDSCAPING STORM (CONCRETE HEADER, 4" OF COMPACTED WOOD CHIP UNDERGRO OR UN GATCFI BAwN II I CURB & GUTTER, SIDEWALK, ETC.) MULCH. r [ �f i. CONTRACTOR SHALL NOTIFY THE CITY OR LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR 12" J SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION, FINISH GRADE hl 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENT, STAKING AND BACKFILL REQUIREMENTS. awEwuz Iutxm J l I � 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND FACILITIES. z _ I- ABH MBL I=1 I I III=III=i n=I n=u I III-III=I u " 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONDUCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED AND TESTED, FINAL -i i I-ITT-ITT-I I 1 NN. GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. NOTES: SHOVEL CUT EDGE COMPACTED 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, FINAL LOCATION OF ALL PLANT MATERIAL NATIVE SOIL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL DRNE 8 L. 5 6SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. F� 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT 2. MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLAND AND i OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMEET ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE BLEND INTO EDGES AT GROUND CONVER AREAS. WR Ma wms APPROVED BY THE CITY. a ssw,K nu 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. e�er�'''"""''' 4. NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT OR ALLOWED To REMAIN THERE. STRUCTURE N), T vAur. - PLANT SPACING REQUIRED. NOTES, 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE ARES ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE ^APPROVED B' STANDARD PAN •I TRUE SPADBM.4NnLL TDRLANB evnecmE)NTNr£En. HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. w MULCH INSTALLATION 2 AILTREEB Ni THEiTD.W.ARESWJECTTOLB+EOF T#1T. 509 «orERaASArPRavEDnYTaAFTCENRnFS G 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BESTS UNLESS OTHERWISE APPROVED BY THE CITY, 'o- m ENGINEER3 IWNTNHblEETFROMGENTERKTgEE TO @DOE CF AH.UtpERORdtrvO: DATE USE WRH STANDARD SPEECIFCAT06 FOR PUBLIC WORKS CONSTRUCTION PACiR1EB.W ADOITKIN MABRANES'FROM CEATER�TREE TO ALLVTAPY R.C.E. 24953 SHEET i OF I ovnsoWAFnaseW®uTNwLu es 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSE ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST A. TREESBWLLN01'BE tCGT�IXI PTV)PERNUNES.A4V1lTTARi MP0l3NT€lY T I® sFROMG�iTER�TREETOERHERBLDEOFPROPERrtuN� RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. VARIOL4$ REVlSj/o/V5 b STRFETTREEE ARE BtIBECTTONISP£CT67HANDAC�PTANLE8Y TF2: N0. DESCRIPTION OF REVISION O^' s srAEET*nEse>BtuL.BEs�.Ni>•enu�sn.L�AAcc�RooaATToirlCOTy 4 CY, NITROGEN STABILIZED SAWDUST - ¢ mA mARo-r v s 120 LEIS GYPSUM 'EI : 125 LES GRQ-POWER PLUS. CITY OF RANCHO CUCAMONGA 9 OF RANCHO CUCAMONGA, CALIFORNI-A-­j 11. LANDSCAPE AREAS SHALL RECEIVE 4" LAYER OF WOOD CHIP MULCH (CITRUS CHIP #3) UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER PLANTING DETAILS IoMr AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON, GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE TREE PLACEMENT 501 CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. t. PACIFIC ELECTRIC INLAND EMPIRE TRAIL An SIR: roAwxc oRaoxamcww �RErER TO AROJEE7SPEC/VKATAPAS, 56CTren 308 N,9.6F2 Mu4Cy7e"4C pq EQKAC. L PHASE 1C �E 2 d E ROCHESTER TO ETIWANDA -�..,...�... �NNDSC4Al.' APPROVED BY: ' PATE: / �n 06 C(tt ENGINEER RCE: MAL TOLL FREE /�}7 T'.".•41 BrscK wTL PTSFMFD Br: 1-E00-422-4133 i� 95�°tu I JK LYNN CAPOUYA INC. T LE4ST TWO DAYS (__I ) TREE PLACEMENT 111 ABEFORE YOU DIG SCALE:N.T.S. RC#501 tl � °"O-/ � 11 �A aN slm¢Nur or sxmusl cua�aa `•sj� _�afa-',��r� JK ro-aas-ssDD 37 ca \F Of CAl1E�'' DaL'an GQ REr.Ba aMnq w. 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Tbxsbrn.Mtbdreda dm/ogNnllborm aeka CO°p�'0 takes k4Aaa- �iNmmaaYky egapnw.UullCarroaaamYm PMam eH:vN uhtl'.oraa aayPmae,m»bea•awe mNmertanr+.awli oname WaatrMmaniurep ernlYaamnrNadmaP«every Mans.brraenedyinpa•d,ad as MWa(Neakwvenr. atw«knlvns 1Ns Wren be apx•wd. 2 Pbb0arpw Nara PH HMAkq.TMmaoi rods eFagm mMuuLMObb i tbrwad Ayoruwic mks labaatA•y aPPwtw'l by Ew pMad Lmpuep• 0I}2 Cn°MY Aawtmm' 0 ATHrmm3Mltd PNbJtl PiutmwnNOOMOOM" Mraw InJNsaaed,W M a Heatmbn-Horror pmM•gasWi roes I Nt WCaY Gapes.WwWmum maaYlaadaadnDIM PYcc«lawrocn reVbar msapraaptnb°saYNadary mMkbnb#reHw•mapmnced IN,tpYttare. TM Appiisu«dNI•Na®9 mnkol mNmiafctr•MkCmaaJ b'Y EU Pdaea wdk vA MmW.ABvasaaeBM rd.Nfy rNma Web awaeda. '/'Tl oNz«,r.a:•wdwwraloe«mar <ar>saf:aaraAae.a,ln.dmronm VARIOUS 1ZEVe5tav5 C zos ft w oing Nynma r°G°k°.n^m°are a°� 3N0 DESCRIPTION OF RElhSION qTM Ntar mseakhaoParoterra ma mmpms.9raa Nnab�Mka,asngea•aw s. Ak mNmwa ores eNNods men mremrmmFeOera.aide.and uAN D;JE APPm:,au Al mwYema d°x 1mmeWiartl W Wvp4+tdwnu¢NwS b n+atelNr RapWMMnd ww daNap �a. Pw,ad CITY OF RANCHO CUCAMONGA F,wM«emrm aYalmob wrtavdtM graw,a unn«rysxddh WnsaaNSYPt prxfp«.F. LANDSCAPE SPECIFICAITON PACIFIC ELECTRIC INLAND EMPIRE TRAIL SEAL PHASE IC ROCHESTER TO ETIWdAND.A JA VphOSCdP£ APPROVED BY: All 9�,� CITY ENGINEER ROE' f t �' j. eevcw Yv+lPREPARED Wf RLc o o • JK LYNN CAPOLIYA INC. ° erYie«o�200e msxn 2m NRek1 MEyRtE .. CdMA MESA alms r D d tie JK n ssk-nm 39 Ix 55 C�l,rct54� cHEcuo CO w 11. R,Cc rn - wAwx IaG. GENERAL NOTES APPLICABLE CODES NAMEPLATE PM1 5QA/2P 1.ITEMS RELATED TO ELECTRICAL POWER,AND OTHER SERVICES; (I.E.: SPECIAL INSTALLATION REQUIREMENTS, MATERIALS, LABOR, PERMITS, i.2001 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. BUSAMPS 100 VOLTS_120/24OV, 10, 3W, 22KAICS MAIN FEES, ETC.), SHALL BE VERIFIED WITH THE RESPECTIVE SERVING UTILITY PRIOR TO SUBMISSION OF A BID. THE ACT OF SUBMITTING A BID SHALL CONSTITUTE FULL RESPONSIBILITY OF THE CONTRACTOR TO INSTALL SERVICE 2. 2002 NATIONAL ELECTRICAL CODE AND 2004 CALIFORNIA AMENDMENTS A ® �'+ S) IN COMPLIANCE WITH THE REQUIREMENTS OF wATrAE otR_EC eta iP ouTLErs wATTAGE THE SERVING UTILITY COMPANY AND THE ELECTRICAL ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY LTO aE0 A a THE SERVING UTILITY COMPANY, WITH THE EXCEPTION OF THE FIRST BILUNG DEPOSIT. TRAIL LIGHTING FIXTURE 630 7 1 20 2 1 500 RIGATmtd CONTROLLER A 2.THESE DRAWINGS ARE DIAGRAMMATIC. 630 7 ! 4 100 LIGHTING_CONDIAGRAMMATIC. EXACT ROUTING OF CONDUIT SHALL BE DETERMINED BY THE CONTRACTOR. ANY REQUIRED TRAIL LIGHTING FIXTURE 630 7 5 TT 20 a SPARE_OFFSETS, ADDITIONAL PULL BOXES OR ROUTING OF CONDUIT DIFFERENTLY THAN IS INDICATED ON THESE DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 630 ABBREVIATIONS SPARE a t 3.THE CONTRACTOR SHALL SECURE AND PAY FOR PERMITS AND FEES NECESSARY FOR EXECUTION AND COMPLETION OF ELECTRICAL WORK, INCLUDING ALL CHARGES BY THE LOCAL GOVERNMENT AGENCIES AND THE UTILITY COMPANIES. A APS TOTAL LOAD 11260 1260 500 100 TOTAL LaVO AIC AMPERAGE INTERRUPTING CAPACITY 4.SEE SINGLE LINE DIAGRAM FOR CONDUIT, CONDUCTOR SIZES, AND PANELS. AW G AdER ICAN WIRE GAUD 3 KW+La. 1 4 K*AT 240 VOLTS 17 5.ELECTRICAL EQUIPMENT ANCHORAGE. C CONDUITGFI GROUND FAULT INTERRUPTER GND GROUND ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION USING THE KW KILOWATTS CRTTERAA MIN MINIMUM NAMEPLATE PM2 N 50A/2P M-R MANUFACTURER FIXED EQUIPMENT ON GRADE 23% OF OPERATING WEIGHT OC ON CENTER BUS:AMPS 100 VOLTS 120/24OV, 10, 3W, 22KAICS SCE SOUTHERN CALIFORNIA EDISON amETS THE ABOVE VALUES ARE FOR AN IMPORTANCE FACTOR, I=1.15 AND SEISMIC ZONE, Z=0.4. TYP TYPICAL WATTAGE A a LTG 1Tec otTitETS 20A,iP Lmet LTC LU TWTTAL:£ A a V VOLTS T 2 7 6.THE CONTRACTOR SHALL VISIT THE SITE INCLUDING SPECIFICALLY ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY W WIRE TRAIL LIGHTING FIXTURE 630 630 7 a J 20 20 63O TRAIL LIGHTING FIXTURE .l 4 630 FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK. TRAIL LIGHTING FIXTURE 540 540 6 ;T 20 20 T 6 6 540 TRAIL LIGHTING FIXTURE J 7.IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DO ALL TRENCHING, SAW CUTTING, PATCHING AND REFINISHING Of EXISTING STREET UGHiiNG CONTROLS R B 100 s J 1 1 500 540 IRRIGATi(NJ CONTROLLE SURFACES WHEREVER IT IS NECESSARY FOR HIM TO TRENCH FOR HIS WORK. SPARE 11 12 SPARE TOTAL LW 11270 1170 1670 1170 TOTAL Low 5 KW+LCL 1.2 6.2 KW AT 240 VOLTS 1pHM 26 Alklq THE SEISMIC ANCHORAGE OF ELECTRICAL EQUIPMENT SHALL CONFORM TO C.C.R. TITLE 24, 1998 CBC SECTION 1632A AND TABLE ANCHORAGE DETAILS FOR FLOOR MOUNTED EQUIPMENT SHALL BE SHOWN ON PLANS. ELECTRICAL SYMBOL LIST DEPUTE PM3 MAIN 50A'2P SYMBOLS DESCRIPTION gUS:AMPS 100 VOLTS 120/24OV, 10, 3W, 22KAICS WATTAGE OUTLETS 201,iP OUTLETS WATTAGE IMIREC LION INSTALL EQUIPMENT GREEN CONDUCTOR, SIZED PER ------' CONDUIT RUN CONCEALED UNDERGROUND, BELOW GRADE OR SLAB. TRAIL LIGHTING FIXTURE 270 3 1 20t2o $_23 _ 270 1RAiL UGNTING FIXTURE N.E.C. 250-95 IN ALL CONDUITS. GROUNDCONDUCTORS ARE NOT SHOWN ON DRAWINGS. #10 270 II� ^ 270 . _CROSS UNES ON CONDUIT RUNS INDICATE NUMBER OF WIRES TRAIL LIGHTING FIXTURE 180 2 5 20 180 L LIGHTING FIXTURECONTAINED THEREIN. GROUND WIRE IS REQUIRED BUT NOT INDICATED. 180 7 1NUMERALS ADJACENT TO CROSS LINES ON CONDUIT RUNS INDICATE SPARE100 LIGHTING CONTROLS -���1ttSIZE OF CONDUCTORS. SPARE B-tom TOTAL Lm 450 450 550 450 mTAL Law CONDUIT HOME RUN TO PANEL BOARD. LETTER AND NUMERALS 2 KW+LCL .5 KW. 2.5 Kw AT 240 VOLTS 1pve t1 INDICATES ELECTRICAL PANEL AND CONDUIT NUMBER. CIRCUITS 1,3,5 WITH SHARED NEUTRAL. POLE MOUNTED BIKE PATH LIGHT FIXTURE. TYPE INDICATED ON DRAWINGS. NAMEPLATE PM4 MAN 5QA/2P BUSH MPS 100 VOLTS...120/24OV, 10, 3W, 22KAICS O POST TOP MOUNTED BIKE PATH UGHT FIXTURE. TYPE INDICATED ON LWnAOE OUTLETS ma 1P WATTAG E 1roH A Mg TRAIL LIGHNNG FIXTURE 540 6 1 TT t2O 2 7 630 TRAIL LIGHTING FIXTURE GROUND, CONNECTION TO PEDESTAL GROUND SYSTEM, 540 a lJ 4 7L LIGHTING FIXTURE 54O 6 20 a 7 630 6� TiZAI�L�NGFlXT R. 540 T� a 630BLIGHTING FIXTURE IDENTIFICATION SYMBOL LETTER INDICATES TYPE OF LIGHTNG CONTROLS 100 a �t 1 500 IRRIGATION CONTROLLER CFIXTURE NUMERALS IN LOWER HALF OF HEXAGON INDICATE FIXTURE SPARE tt „12 SPARE WATTAGE (INCLUDING BALLAST WHERE APPLICABLE). TOTAL Law 1 1180 1080 1760 1260 TOTAL Lam 5.2 KW+LCL 1.2 KW, 6.4 KW AT 240 VOLTS IPH. 27 unc LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION FINISH WATTS MANUFACTURER VAI?lOkS RE'VISiONS A POLE MOUNTED, 150W HIGH PRESSURE SODIUM (HPS), ONE PIECE, DARK 150W SPAU nING IGHTIN.: LwTE Ar t80 DIE-CAST SHOE BOX TYPE LIGHT FIXTURE WITH FLAT LENS AND 5" BRONZE HPS #CM-A-S15-H3-F-O-DB-HS-VG-L EXTENSION ARM. PROVIDE TYPE III DISTRIBUTION. POLYCARBONATE QUAD TAP. PROVIDE 5' ARM CITY OF RANCHO CUCAMONGA VANDAL GUARD AND HOUSE SIDE SHIELD. FIXTURE MOUNTED i6'-C' #ARM-5-S-DB SQUARE STRAIGHT STEEL POLE WiTH ADJUSTABLE DIRECT MOUNTING SPAU nI , LIGHTING 16'-Cr LIGHT POLE- ELECTRICAL LEGEND AND PANEL SCHEDULES ARM. #SSS-i6-50-1-AX-DB WITH PACIFIC ELECTRIC INLAND EMPIRE TRAIL ADJUSTABLE DIRECT MOU ARM AADM. SOUTHERN CAUFORNIA EDISON (SCE) UTILITY CONTACT: SEAL PHASE 1 C g POLE MOUNTED, 150W HIGH PRESSURE SODIUM (HPS), POST-TOP DARK 15OW CYCLONE IGHT FIXTURE: FELIPB ANTILLoN G ACORN TYPE PEDESTRIAN LIGHT FIXTURE. PROVIDE TYPE III BRONZE HPS #CP0915-F2AP-PR3-LPC-150HPS-240V SERVICE PLANNER 18O FOOTHILL SERVICE CENTER B': LATE DISTRIBUTION, TAMPER PROOF SCREWS, HOUSE SIDE SHIELD AND -QT-52-RAL9O17TX-HS-TP, QUAD TAP e4,� pry TOLLCLEAR POLYCARBONATE LENS. FIXTURE MOUNTED ON i6'-0 CY,ON PEDESTRIAN 16'-LY ICHT PO F 7951 REDWOOD AVE. case Km v R I- O-2 ENGNEER FREE 26 DECORATIVE POLE WiTH ANCHOR BOLTS AND TAMPER-PROOF BASE FONTANA, CA. 92336 v - R 1- 227_2aoo COVER. 16-S+A-BD4i-RAL9017TX. 909-357-fd�&6163 f CU CORPORATION ENGINEERING AVAILABLE FROM SOUTH COAST LIGHTING �.upaf07 r AT Lag TWO DAYS 949-276-8850 tsar eua.> t 8 BEFORE YOU DIG ,��`ti .< JN .' a°im 04 RD �S umrunuu sore noa a oouAem twrawa� AaJ{/oL a+ nac ao_ woso w TRAFFIC C CONTROLLER � 46" (MYERS �MDU616 Q 24 7-1 HINGED LIFT—OFF HINGED LIFT—OFF HOOD HOOD — DEMAND RESET COVER LIGHTING AND LANDSCAPE DEMAND RESET COVER LIGHTING AND LANDSCAPE HINGED, PADLOCKABLE CONTROLS HINGED, PADLOCKABLE CONTROLS AND SEALABLE (MYERS /MEUG46-1) AND SEALABLE (MYERS #MEUG46-1) METER READING METER READING WINDOW WINDOW PADLOCKABLE T' TYPE 57' PADLOCKABLE 'T' TYPE 57" NAMEPLATE FLUSH HANDLES NAMEPLATE FLUSH HANDLES HINGED DOOR HINGED DOOR I ! I ! ! I L--� 4FIMISHED 3" ALL AROUND (TYP.) PANEL PMI 3" ALL AROUND (TYP,) PANEL PM4 PAD300OPSI CONCRETE3000PS1 CONCRETE PAD GRADE FINISHED GRADE j//�i�A D ° n ° POWER PEDESTAL PM1 AND IRRIGATION CONTROLLER ELEVATION 2 POWER PEDESTAL PM4, IRRIGATION CONTROLLER,AND TRAFFIC CONTROLLER ELEVATION NOT TO SCALE NOT TO SCALE TYPICAL FOR POWER PEDESTAL PM2 AND IRRIGATION CONTROLLER �- 46" HINGED UFT-OFF --120V HOOD (PM2-9) PM2-1,3 PM2-2,4 DEMAND RESET COVER LIGHTING CONTROLS PHOTOCELL HINGED, PADLOCKABLE (MYERS #MEUG46-1) 1 { AND SEALABLE PC Cl T C2 1 METER READING WINDOW NAND C1 PA TYPE 57 TO LIGHTS TO UGHTS NAMEPLATE FLUSH LUSH HANDLES LES OFF PC C2 AUTO HINGED DOOR PANEL PM2 LIGHTING CONTROL SCHEMATIC 4 I I TYPICAL FOR PANEL PM1, PM3,AND PM4 ® VAaloos REvrsrvnrs q L— I NO. DESCRFnDN OF REMM DATE ° 3" All AROUND (TYI'.) PANEL PM3 ° CITY OF RANCHO CUCAMONGA $ PEDESTAL ELEVATIONS AND DETAILS 300OPSI CONCRETE PAD b ° PACIFIC ELECTRIC INLAND EMPIRE TRAIL ° PHASE 1 C 1 ' D /nNISHED GRADE SEAL APPROVED BY: DATE: to / �e wu TOLL FREE Dow �„+ �: > 227-Z6DD ° POWER PEDESTAL PM3 ELEVATION v r cu BO CO ENGINEERING AT LW'TWO DAYS D ° D D 3 �.9/M/9T ! �, CORPORATIONREFOK, YOU DIG uamauo mmcc m� .wax vunm� NOT TO SCALE _ �r 27atE7E JN -sea aam-z 41 v A —arc R m_ 9�mxam. 9.tlE ffi i�at RE.m �_ — . f GROUND IWELL 1 I I i I I I � � ' NOTES 3/4"C-1 6 GND. IRRIGATION 1. CONDUIT AND WIRE INDICATED ON THE ! CONTROLLER A I IS� AWING (}iKE t OTSHML B WHETHER H ESA w i REFER TO SHEET 34ON J�.> PART OF THIS CONTRACT AND j I gj Y d RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REOWED ROUTING TO i I i ; i 1 # ❑ J , ,? MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. I I I y I( ZJ 517 125'-00" /i tF>WY.,`c!� 2. REFER TO SHEET 40, GENERAL NOTES,r FOR ADDITIONAL. REQUIREMENTS, PANEL 'PMV 1 3 _- ------------- � '�/ ��� 3. REFER TO ELECTRICAL SPECIFICATIONS -------- ------------------ 1,3 --`�� �: FOR EQUIPMENT WIRING REQUIREMENTS. 41 u 2 � SHALL ©MH I 1 ( I I I / 125 /r r 5 -- i Z 4 LOCATIONS OF EXTERIOR SITE LIGHTING I 1 1 2"CO 1 3 rye �.- _.,---- ---_ � FIXTURES WITH THE CIVIL ENGINEER IN t~i FIELD PRIOR TO ROUGH-IN. I I w I i!i / 51 5^ —�- Q w 1 1 W > C t .` g 5. IT SHALL BE H CONTRACTOn RLITYTOANTAIN REQUIRED -i- ----h-^ - __ - ---- ____------= � — — � _ — � — — — ,� Q w CLEItCES BETWEEN UNDERGROUND 11.3 r t�Y O ELECTRICAL CONDUITS AND FOOTINGS. W Iw- I10 -- ' i_- w 6. PROVIDE MINIMUM SIZE }8 AWG WIRES �!? I = ui IN 1-1/f SCHEDULE 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. C3 II 5,7 150 I OU 7. CONTRACTOR HASE LOADS BALANCE SE ALL & B. TC_ O M SIN - f - I 8. BEFORE ORDERING & INSTALLATION OF 4 EXTERIOR LIGHT FIXTURES AND TIP. A 2 I 1 ( 1 1/2"C-48 + 110 GND. TYP. PEDESTALS: CONTRACTOR SHALL BE TYP. 8 5 t80 LOCATION OLE FOR COO f AVOID EXACT 180 52 EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC 11" x 17" HANDHOLE 11" x 17' HANDHOLE REQUIREMENTS. 9. POTHOLE BY HAND TO EXPOSE FIBER 1 1/2"C-4#8 + 1#10 GND. O OPTIC SHALL BE OdE. FIBER NCP(FO)). 125'-00" NUMBER NOTES ----------------------- 125,Od ------ EX 1,3 I _ — 5 7 -'� 1 SAWC AND PATCH STREET T MATCH ES SHALL EXISTING, POTHOLE TO EXPOSE �---` _ ANY EXISTING UTILITIES. EXISTING UTILITIES L BE PROTECTED IN PLACE, `~ O2 VERIFY POWER POINT OF CONNECTION WITH SCE AND PROVIDE CONDUITS V x - PER SCE REQUIREMENTS. TYP. A PROVIDE CONDUIT FOR IRRIGATION CONTROLLER. �Yr� 780 52 1 1/2"C-4#8 + i/10 GND, TYP. e \\� ��\\ r?S1cb w * 55 � 5,7 go 5E 57 - -- -- W= - -}- - - - - _ ___�- _ _ W CL - � 0) Wz - Q u c g NO. DESCRPOW OF REVISION WE o CITY OF RANCHO CUCAMONGA LIGHTING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1C SEAL ROCHESTER AVE TO STA 559+00.00 APPROYED BY: OATS DQKER DIAL TOLL FREE , DATEOEM -- CITY m: �:E 1-800-227-2600 GRAPHIC SCALE, ass C I I BOYLE ENGINCORPORAE �4 AT LEAST TWO DAYS r Ew.s/a0/07 8 3 L saw BEFORE YOU DIG 20-10 0 20 40 e a uumaua mrvcc ann a wmcw rxranw 1" s 20' 1 aF c,,t1 7O AIGL � a JN 0 SCALE FEET / AR wac m:ms nc uo Z f Z t{ I NOTES 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 TO MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. - - —'T 2. REFER TO SHEET 40, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 0 rn Fo -L--�Fo Fo 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. cn FO FO FO FO N Lo FO Fo L-- Fo FO --- 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING ~Q - 125'-Od" 125'-00" -' J----------FO -J FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN, W F - 125'-QO' W Lui to —_—__— "-- 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED ------------ c=!� W ------ ----- 1 3 ------ -------------------- -- ---'"�,- -- _ - Lgi CLEARANCES BETWEEN UNDERGROUIND ELECTRICAL CONDUITS AND FOOTINGS. 9— - _ 1 5,7_ c+� W J ��- I - -61 - 62 V 6. PROVIDE MINIMUM SIZE #8 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT W FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. Q g62 1,3 #10 5,7- w 5,7 #10 � - ii 1 w 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A& B. 1 t -----_ -- U 563 _1 I Z 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND J J PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT _ = W LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES, CONTRACTOR SHALL 1 1/2"C-4#8 + 1#10 GND. TYP. i o H uJ uJ MEET PRO ER CLEARANCES AND SPACING CRITERIA PER 2002 NEC - - -�- - - - 9. POTHOLE BY HAND TO EXPOSE FIBER OPTIC (FO) CABLE. FIBER OPTIC (FO) CABLE SHALL BE PROTECTED IN PLACE. TYP. A 2 180 � TYP. B 5 180 62 FO FO FO FO FO FO FO FO FO FO ICJ 125'-00 125'-00" 125'-00" 125'-OO" I+ o - ----- -------------------- - - -------- I_ cl) 1,3 - ------------------------Ell,3 - M- CD 64- 5,7 I ----- I co ui Of W couJ co UJ W Z --- _co W = H TYP. A 2 1 1/2-C-4#8 + 1#10 GND. TYP. 180 i J CITY OF RANCHO CUCAMONGA LIGHTING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1C SEAL STA 554+00.00 TO STA. 567+50.00 8'r: 0a1E e. Cm l € nwc LL FREE �f/IFIT -227-2600 BOYLE ENGLGRAPHIC STAL F• CON ATIONNEERING S!T'MO GAYS 6p.9/�/bT ,k pat mK> T 8 BEFOtva Q 1" 2020 id 0 20 40 ' a ewcmawxa 43 Gcto �{ mr,aa aixr a �� SCALE FEET AR 2%2 aec ,a nt xb L NOTES 1 REQUIRED ROUTING TO MEET . CONDUIT AND MIRE INDICATED ON THE SINGLE LINE DIAGRAM, WHETHER T I i i Jl ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT TRACT AND _--_-------_--_- } I RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE R THE INTENT OF THESE PLANS AND SPECIFICATIONS. 2. REFER TO SHEET 40, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 125'-00" 125'-00" 125'-00' 125'-OO" 3. REFER TO ELECTRICAL.SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE UC4MNG o F0 FO —FO --FO —FO —FO --FO —FO Fo Fo Fo FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. — - 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MOUNTAIN REQUIRED---------------------- ---- --------------------------- -------------------------------- ---------------- - F- CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. LL 6. PROVIDE MINIMUM SIZE #8 AWG WIRES IN 1-1/2' SCHEDULE 40 PVC CONDUIT uw.i 569 570 87iW FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. LJJ WZ Z 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. W U V uu 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND _ PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT Q ~ LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC 1 1/7C-4#8 + 1#10 GND. TYP. TYP• A 2 REQUIREMENTS. 52 lvl80 u 9. POTHOLE BY HAND TO EXPOSE FIBER OPTIC (FO) CABLE. FIBER OPTIC (FO) CABLE SHALL BE PROTECTED IN PLACE. i : V i ------ --- � II � 1 0 125'-00' 125'-00" + o E— ti FO F FO c-n — — Lo Lo ---------- ------------------ -------- --- -------------------------------- -------- ¢ 1— uj a w — 1.3— 72 — — �--- 517 1 3 — cn _ az I wcn =) _, z w cQ � � & tea- 6 TYP A 2 1 1/2"G-4#8 1#10 GND. TYP. 4 �FO FO F 180 u t i NO, DESCMPnON OF REVISION DATE �r CITY OF RANCHO CUCAMONGA LIGHTING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1C SEAL STA. 567+50.00 TO STA. 575+00.00 �' APPROVED BY: DATE: o. CftY CG[ RCE: DUL TOLL FREE cum run n or. DK TO L FREE y :me `� cu BOYLE ENGINEERING GRAPHIC SCALE y CORPORATION * E*.9/30/07 + om m Hat OWL 3M V a A♦BEFORE YOU20 10 0 20 40 T LW TWO DAYS ��rF- pi t 7 of i ~ ! 'eeac a wxo xru �� DtG _ JN umaroua aOacE nen a aamea cvmra 1" 20 SCALE FEET ° a9�rf/� aim AR e,,m Mwrrs rx b a9E ,,.mac u W �'� 1 { t l� � i '• I I I '\ �' \ \GND. — IQ IIIINOT S 1. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE DIAGRAM, WHETHER SHOWN auH W i I ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND � I RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET 3/ w I I V 1 I / THE INTENT OF THESE PLANS AND SPECIFICATIONS. I M I / -- j 2. REFER TO SHEET 40, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. GROUND WELL I { ¢ I u I 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. A I 1 I � I i I Q � IRRIGATION 1 j j � � 11" x 17" HANDHOLE A 2 TYP u o CONTROLLER B, I I 4, CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING o I 180 53 FIXTURES WITH THE CML ENGINEER IN FIELD PRIOR TO ROUGH-IN. REFER TO SHEET 34 I I oun I I I np 5 g I 1r 1 1/2 CO 1 3 I I 180 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED v 1 I I CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. H ¢ - ---- I ---------- i- -} ----------+ UJ H -- --- `-- 5 +---------- '1--yam- - ---Ij `- co F- 6. PROVIDE MINIMUM SIZE #B AWG WIRES IN 1-I/2" SCHEDULE 40 PVC CONDUIT S \ - .751- - I - i 1FIANDHOr I i 76 --�- i j�2' L J7 �t i w FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. U) I —I _ W I �t -� 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS do S ON PHASE A B. #1 I cf) _ _ _ H 1 I I p B I 1 1/2"C-4#8 + 11�10 GND. 2 4 Lu �S 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR EIGHT FIXTURES ARID P -- --------------------------- --- Z O PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT \ I � L J LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL Fo Fp S LJ MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC \ 1 40 Fp —Fa cn REQUIREMENTS. F❑ "0 I F❑ i i i ju o i 4 125'-00" 9. POTHOLE BY HAND TO EXPOSE FIBER OPTIC (FO) CABLE. FIBER OPTIC (FO) i I CABLE SHALL. BE PROTECTED IN PLACE, w 1 I I ( I I I w1 1 I` ------ i i om i j i i ----I NUMBER NOTES �I_------__`-\ Ot SAWCUT AND PATCH STREET TO MATCH EXISTING. POTHOLE TO EXPOSE ANY EXISTING UTILITIES. EXISTING UTILITIES SHALL BE PROTECTED tN PLACE. 3 1 PANEL 'PM2' O2 VERIFY POWER PO4NT OF CONNECTION WITH SCE AND PROVIDE CONDUITS 2 { 1 1/2%-4#8 + 1#8 GND. 1 1/2%-4#8 + 1#10 GND.< 1 1/2"C-4#8 + 1#10 GND. u PER SCE REQUIREMENTS. O3 PROVIDE CONDUIT FOR IRRIGATION CONTROLLER. I j / ----- I �_ � i I TYP. 180 2 1 1/2"C-4#8 + 1#10 GND. TYP. 4 o -- o _ L u o cci co — _ — 79 — — 84 — — 87 ¢ui F- w _ 6,8 W trn a z --------------------------- 6B----------- 2A = ---------------- --- ----------- ------------_L� ---- --- Z W \- J Co Q Fp --Fa �—{ til 125'-00" �� l 125'- 125'-OC" 0 125'-00" —' .---.—Fp F❑ —� © k--FO FO FO F❑ —FO —FO F — '_ — — — — �• DESCRUInON OF REMONDATE mr I F----- CITY OF RANCHO CUCAMONGA � \ / -- _ ---- LIGHTING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1C E SEAL STA. 575+00.00 TO STA 582+00.00 d Tessr may, 'EUMNEER OATS / 4 d ,DUI.TO OEM- a n "' w 1—EDD-227-2600 GRAPHIC SCALE: v r z cu eo CORPORATION EN c • AT LEAST TWO DAYS * Ep'9/30/07 tam mat mw & BEFORE YOU D(G 1�91' e 2020 10 0 20 4-0 +r tmI , JN 01 O, erg as 3 uaoe�nuo wun a momcneoA a Q SCALE FEET "/�,` a AID_ as mac nc«a 2/Z l{ NOTES I. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE DIAGRAM, WHETHER SHOWN I ____4 ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT D RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING To MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. L L 2. REFER TO SHEET 40, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL spEcincoms FOR EQUIPMENT WIRING REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING �4 /- N/7 FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. 1 1/2-C_4#8 + 1#10 GAD. TYP. TYP. A 2 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED C) CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. CD cli co + & PROVIDE MINIMUM SIZE #8 AWG WIRES IN 1-1/2- SCHEDULE 40 PVC CONDUIT U, u') FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. 83 I-_ -1- 84 85 1 Lu 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A& B. Lu a) _j Lu m w - 8, BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND wZ -------- 2,4 6,8 2,4 �j PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT w - --------- ui ------- -—------------ --- ------- ------ z 0 LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL — — t 125 ZI MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC =0 125'-00r 125'-GO" 125'-O(.r '_O(r C-) w Lu REQUIREMENTS. FO FO FO FO FO FO FO FO FO FO 9. POTHOLE BY HAND TO EXPOSE FIBER OPTIC (FO) CABLE. FIBER OPTIC (FO) — — — — — — — — — CABLE SHALL BE PROTECTED IN PLACE. U- ----------- f 418 + 1#10 GND. TYP. e TYP. A 2 180 Lo co F L + 87 88 89 E2 of U) < w uj a- L� cl) W 7 2,4 ----------- 6,8 .. ............. Lu co ----- -------------- ----- ------ uj co z uj w F_ 125'-OIT < I 125'-W 125'-W Mi —FO FO —FO —FO —FO FO FO —FO —FO —FO —FO NO, DESCRpnoN OF Revi" I "walk CITY OF RANCHO CUCAMONGA LIGHTING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1 C SEAL STA. 582+00.00 TO STA 590+00.00 APPROVED c BY'. fTy Dc#uR AGriefDATE Rm. TOIL FREE Dam ftm mm"m ft 1-800-227-26M BOYLE ENGINEERING AT LEkST TWO DAYS ..GRAPHIC SCALE, /30/07 CORPORATION w OWL 3= BEFORE YOU DIG 20 10 0 20 40 mmm NDM JN 20 m W�zm ' mm- ome Km m �4 55A 1� SCALE FEET AR bm + I I 1 NOTES 1 i t I 1. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE DNAGWiM, WHETHER SHOWN J - -- I ON THIS DRAWING OR NOT, SKAU BE A PART OF THIS CONTRACT AND RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. 2. REFER TO SHEET 40, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING 1 1/2"C-416 + 1110 GND. TYP. (_4 TYP. A 2 FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. RED + 5. IT SHALL BE THE CLEARANCES BETWEEN N UNDERGROUNDPELECTRtCAL CONDUITS ANDONSIBILITY TO MAINTAIN FOOTINGS. o - + �p m 6. PROVIDE MINIMUM SIZE 18 AWG WIRES IN 1-1/2' SCHEDULE 40 PVC CONDUIT 91 Q2 93 w FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. ¢ J _ _ — u� 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A& B. LLI U)ULI ------- 24 1,3 5,7 W ar B. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND c ---- - ------—FO---- - --------F�-------------- Z O PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION Of EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL H 1 '-� 125'-00" 125'-00" _ F❑ V W MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC F❑ 1-m REQUIREMENTS. � F❑ .❑ F❑ —FO —FO F❑ 125-00" 9. POTHOLE BY HAND TO EXPOSE FIBER OPTIC (FO) CABLE. FIBER OPTIC (FO) CABLE SHALL BE PROTECTED IN PLACE. NUMBER NOTES VERIFY POWER POINT OF CONNECTION WITH SCE AND PROVIDE CONDUITS PER SCE REQUIREMENTS. 3/4"C-1#6 GND. 1 GROUND WELL 52 PANEL 'PM3' 1 3 1 �t sz 1, - ,I II ;, II III 1 1 I 11 1/2"C-4#6 4 I I I q I + 1#10 GND. I W I 1--- 2 1 1/2"C-4#8 I �i' II i ¢ I TYP. A 2 � S -71 T+�110 GND. ''�� i p 180 52 y o , U i N y cfO + � � 1 97 & d Z _ 1 3 )� uj —FO ❑ FO FO D p F❑ — _ _ -- --F❑ O 125'-00" I 125' 00' 125'-00" 2 NO, DE9NVPTM OF REVISION LATE "o CITY OF RANCHO CUCAMONGA b # 7111 m LIGHTING PLAN r O I -------1 PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1C SEAL STA.. 590+00.00 TO STA. 598+00.00 d LSS, APPROVED BY: Djk � CRY ENG44EEIZ " s9��, ocean n 1 {^ MAL TOIi FREE �7" S 1-800-227-2600 ,� r CU BOYLE ENGINEERING AT LEAST TWO DAYS GRAPt{I_ C 3CA1 F_ + Ev.a/3o/Q7 t awp m OWL sv ORATION BEFORE YOU DIG 20 10 0 20 40 ar porn+tl'` `T JN •Mrm KIM M 20' a _W� 3 umamuo Kar a soAtos.waaui - n SCALE FEET Iq 4,(04 ° AR Ka w oa�W. 2L RE NO _ 7— NOTES 7: L; 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 TO MEET THE INTENT OF THESE PLANS AND SPECIFICATIONS. 2. REFER TO SHEET 40, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. z 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE UGHTWG FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. C) S. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED 04+ It CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. C) 04 o 6. PROVIDE MINIMUM SIZE 18 AWG WIRES IN 1-117' SCHEDULE 40 PVC CONDUIT lt _j FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. 99 100 c/) LLJ 101 (n Lu 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A& B. Lu 2 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND TYP. A 2 m 1 1/2'C-4#8 + 1#10 GND. TYP. e 0 PEDESTALS: CONTRACTOR SKkLL BE RESPONSIBLE FOR COORDINATING EXACT LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL w MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC co FO z FO _ REQUIREMENTS. Fc Ez Fo 9. POTHOLE BY HAND TO EXPOSE FIBER OPTIC (FO) CABLE. FIBER OPTIC (FO) Cq L4 C.4 < w Fo ===F17 + CABLE SHALL BE PROTECTED IN PLACE. ,411 n 2,4 LJJ 618 ?:: 0 125'-W 125'-W a) L ujLLj Ul cl) m uj LLI z z F- F- < 0) < m Nr + w LLJ n � a: CL F- U) IL F- < ww U) 02 103 104 105 2 U) Lli => U) 0 0 TYP. 0 0180 1 1/7C-4#8 + 1#10 GND. TYP. LLJ F- Z r C-) + -FO -FO -Fo--- + tr 04 FO F ul c� 0 FO � FO w LLJ 1,3 § IL _j u 2,4 ------- ------------ m CL ---- ---- c) :n F<- Lij NO. DESCRFnDN OF REVI" cl) ;t Lu w P w 125'-W 125'-D(r LLI LLI I 125'-W cn cn m CITY OF RANCHO CUCAMONGA EEi LIGHTING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1 C SEA STA. 598+00.00 TO STA. 606+00.00 APPROVED BY., D.E CRY ENG#*ER Rcrl '�X TOLL FREE amm Frown ft. 1-BOD-227-2600 m BOYLE ENGINEERING lf7. -BRAPHIC SCALE: Dwm CORPORATION AT LEAV TWO DAYS 1361 am spw BEFORE YOU DIG 20 10 0 20 40 Noww MVK 20';---- OF -----JN- OF 04116 __J,5 SCALE FEET ' NOTES 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 LIJ RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET Z z THE INTENT OF THESE PLANS AND SPECIFICATIONS. 2. REFER TO SHEET 40, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. LL LLJ 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. co rr g c) C) Roo cr- 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING w + 6 LL) w CD FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. c:) 3:: C14 0 cn 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAJNTAIN REQUIRED uj x ui c) 06 107 108 109 (j) w CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. w U) 6. PROVIDE MINIMUM SIZE #8 AWG WIRES IN 1-1/2- SCHEDULE 40 PVC CONDUIT FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. 0 w TYP. A_\/_2'*� I i/2"C-4#8 + 1#10 GND. TYP. 4 w 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. 52 z 8. BEFORE ORDERING & INSTALLATION OF EXTERIOR LIGHT FIXTURES AND Z PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT 00a. = o V W LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL vo 6 MEET PROPER CLEARANCES AND SPACING CRrrERLk PER 2002 NEC UJ < co '= < REQUIREMENTS. LLJ 7��FG FO —FO -FO ---F0 :�,�FO w U) - ------- ---- ------------ —---------------------d7 1 3:: 0 9. POTHOLE 13Y HAND TO EXPOSE FIBER OPTIC (FO) CABLE. FIBER OPTIC (FO) Lu _5 Lu CABLE SHALL BE PROTECTED IN PLACE. w co to cn 125'-00r 125'-OT 125'-06' w ui 125'-OT ui to ca ---I I I uj z LLJ z 0 ss-ss-ss-ss-----4-- Ss- + uj C5 LLJ of + �_j �R ai2 LLJ F- W CL F- cr) w co a- n w — LLI Z U) 10 112 113 0 0 0 0 TYP.Z r4 LLJ 1 1/2"C-4#8 + 1#10 GND. TYP. C.D C:) 0 c' + 6_12- !�? -- -0---t== 'o ui w FO FO 0 FO y(p ------------ J=- ---------------- ZD W LLJ F- NO. DBCfW'TM OF FOASIM UJ DATE p 125'-OCr CITY OF RANCHO CUCAMONGA 125'-W ------------ LIGHTING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1 C SEAL STA. 606+00.00 TO STA. 614+00.00 BY:VOIED : DATE D.111L FIlM Dom now"ft. I-W-227-2600 BOYLE ENGINEERING CORPORATION ifAT 7LW, TWO DAYS GRAPHIC SCALE: =I 00L saw Ilk BUM YOU IXG 20 10 0 20 40 MCK Q abs vx1' - 20';;-.; -A2- SCALE FEET 60 AR wa `I ----------------------- I L� \ 1 1/2"C-4#8 + 1#10 GND. e s TYP. ` l i i it ¢ I W NOTES j 180 52 ! I I Z 1. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE WHETHER SHOWN ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND Z u 0 RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING TO MEET Q B p fg- W THE INTENT OF THESE PLANS AND SPECIFICATIONS. Z ZA 2 TYP. I -( 180 O 2 J V 180 F- � I I / + J 2. REFER TO SHEET 40, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. `V. N 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. � � oo SS SS SS SS S ` S I . w - - - � OJ w - - - - - I I l V! I _ _ _ W 4. CONTRACTOR StiAL1 COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING W - "'--- ��- 1 - ! -T—' FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. ui F- -i 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. 14 6T� (5 - 57 - - - 10* I- t0 I - O � 6. PROVIDE MINIMUM SIZE 18 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT _ _ FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. o 7. CONTRACTOR SHALL $AIANCE ALL SINGLE PHASE LOADS ON PHASE A& B. 125'-OC' {J AZ v 8. BEFORE ORDERING do INSTALLATION OF EXTERIOR LIGHT FIXTURES AND GND. 4 RDINATING LOCATIONSOF EQ IU PMENT TO AVO DCONTRACTO SHALLE EXISTIPN6SIBLE UTlLti}ES CFOR ONTRACTOR SIiALLT 1 1/2"C-88 + 110 �Q cp gj �i — 5 MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC ti e 1 125'-00" I ; j( 1 I n �v REQUIREMENTS. J1 I j IRRIGATION CONTROLLER C, REFER TO SHEET 34 FO FO F❑ FO F F FO F❑ —FO .�f'� J b _ [� I Gj 9. POTHOLE BY HAND TO EXPOSE FIBER OPTIC (FO) CABLE. FIBER OPTIC (FO) yJy M I I CABLE SHALL BE PROTECTED IN PLACE. tP �� 1 1/2"C-4#8 + 1#10 GND. TYP. i 11 I 1 w y I I NUMBER NOTES I � � i I I i i Oi SAWCUT AND PATCH STREET TO MATCH EXISTING. POTHOLE TO EXPOSE ANY EXISTING UTILITIES. EXISTING UTILITIES SHALL BE PROTECTED IN PLACE. TRAFFIC CONTROLLER GROUND WELL O VERIFY POWER POINT OF CONNECTION WITH SCE AND PROVIDE CONDUITS 1 PER SCE REQUIREMENTS. u 2 3 2 PANEL 'PM4' �! 3/4"C-116 GND. W z J_ Lu uj N — — — — — — — d Z LLJ U)LIU ® 'n — — — — -! — — — — — p W �� � gW 04 J = W � � — 119— ---{- — — — 1Ip t21 — — `n I.- ai x � \AZ 4 A 2 TYP. 1 1/2"C-4#8 + 1#10 GND. TYP. Gi Go `. FP `" FO 8 FO FO FO Fo F❑ — FC '}' _! W FO ------ - ----- ---- ----- ---- ------------------- ------------ ------_ S W 125'-00" 125-0 125'-00 125'-00' Z cn NO. DESCRIPM014 OF REVISM WE MINIM CITY OF RANCHO CUCAMONGA 00 LIGHTING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL 6 PHASE 1C SEAL STA. 614+00.00 TO STA. 622+00.00 5 si APPROVED BY: DATE; e S. MY DKMIEER RcE 'D k TOLL FREE OEM nixmvmm w.. 1—BW-227-2600 v .� `� CU BOYLE ENGINEERING QRAPHIC SCALE, CORPORATION AT LFJ` :WO DAYS * E.p.a/ao/off * g�x tali wa.3tx effotu rCX1 DIG 1" = 2020 10 0 20 40 9r�n /�fSaL o JNwww a _.I`I2_a� uccra�to auxc ps0 a sam®N-sonnet wE w— a�w•a p SCALE FEET AR WE g ae� — 2/2 tf NOTES w 1. CONDUIT AND WIRE INDICATED ON THE SINGLE-LINE DIAGRAM, WHETHER SHOWN z z ON THIS DRAWING OR NOT, SHALL BE A PART OF THIS CONTRACT AND -i __j RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE REQUIRED ROUTING To MEET :c THE INTENT OF THESE PLANS AND SPECIFICATIONS. 0 c' t4 Lc) u- 2. REFER TO SHEET 40, GENERAL NOTES, FOR ADDITIONAL REQUIREMENTS. 22i LLJ c� I — — — —I — + -j w + 3. REFER TO ELECTRICAL SPECIFICATIONS FOR EQUIPMENT WIRING REQUIREMENTS. w C14 04 C14 ui cl) 4. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EXTERIOR SITE LIGHTING Lu FIXTURES WITH THE CIVIL ENGINEER IN FIELD PRIOR TO ROUGH-IN. W cn Z 124 Z Lu 122 123 125 cf) 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN REQUIRED CLEARANCES BETWEEN UNDERGROUND ELECTRICAL CONDUITS AND FOOTINGS. 0 0 6. PROVIDE MINIMUM SIZE #8 AWG WIRES IN 1-1/2" SCHEDULE 40 PVC CONDUIT 0 1 1/1'C-4#8 + 1#10 GND. TYP. 4 TYP. A r2 0 FOR ALL SITE LIGHTING DISTRIBUTION UNLESS OTHERWISE INDICATED. Lu ui 7. CONTRACTOR SHALL BALANCE ALL SINGLE PHASE LOADS ON PHASE A & B. Z ====i z TYP, 2 180 52 p 'g Lo 8. BEFORE ORDERING INSTALLATION OF EXTERIOR LIGHT FIXTURES AND F- FO Fo+ FO F0 Fll PEDESTALS: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING EXACT FO LLJ C14 FO FO -------- Lm ---------—------ + LJ cli ---------- co < LOCATION OF EQUIPMENT TO AVOID EXISTING UTILITIES. CONTRACTOR SHALL m: 04 UJI-j co ------ ------ co MEET PROPER CLEARANCES AND SPACING CRITERIA PER 2002 NEC cn REQUIREMENTS. 0 to125'-00' 125'-00' 1 U) w 125'-W 125'-O(r w 9. POTHOLE BY HAND TO EXPOSE FIBER OPTIC (FO) CABLE. FIBER OPTIC (FO) w CABLE SHALL BE PROTECTED IN PLACE. U) w F- <: c) E --j + co w c1l tl cli Z3 F<- w co LLJ Z 128 129 130 co 126 127 0 0 4 9 TYP. A 1� uj 1 1/�rC-4#8 + 1#10 GND. TIP. 52 2 YIN A/f)� -J . ..... 629 C) �=L—�FIO FO —FO --F() �F --FO �, FO FO —FO —� O �FO uj ------- --- ------- T ffLE7-E'rill.5 Poe'rl M 7)ZA& w F- "CH7- woeK LU F- C) W co 125'-OCr 125'-00' VARIOV-5 Rr-1/15101vs ND. DESCMMM OF REVISM CITY OF RANCHO CUCAMONGA LIGHTING PLAN PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1 C SEAL STA. 622+00.00 TO STA. 630+02.45 6 APPI14M BY, DAM CfTY ENCHM RCF-* DIAL TOLL FREE SRg 1-800-227-2600 13 BOYLE EfONEERING QRAPHIQ SCALE: CORPORATION AT LEAST TWO DAYS WAN m aft s"w BEFOK YOU IXG 20 10 0 20 40 Mmpw swK JN a4mia-m 1" = 20'6���!l %muvo"So=Rm w�QqFo� SCALE FEET 4 cHmm on"va x WE = 7-��Kz�s 11" x 17' x tr DEEP PRECAST FINISH GRADE CONCRETE HANDHOLE WITH CONCRETE FINISH GRADE COVER LABELED 'GROUND' METER PEDESTAL UNDERGROUND WARNING TAPE / TIE ALL CONDUIT STUBS WITH GROUND WIRE PER NEC AND "CAUTION-ELECTRIC LINE BURIED BOND TO GROUNDING BUS. INSULATED GROUND BUSHING BELOW' AS DISTRIBUTED BY SOMENAME PAATE CORP. OR EQUAL. MIN. BURIAL DEPTH GROUND SIZED AS REQUIRED 24' UNLESS GROUND BUS OTHERWISE NOTED CONNECTOR CONDUIT NIPPLE (TYPICAL) BACKFILL SEE SPEC CONDUIT COUPLING INSTALL GROUND FLUSH WITH FOUNDATION METER PEDESTAL I} BASE PER (TYPICAL) CONCRETE PAD SPECS. 2000 P.S.1 CONC. GROUND ROD CONDUIT & SPACERS (TYP.) WIRE PER PLANS FINISH GRADE CONDUIT PER PLANS PVC SCHEDULE 40 CONDUT a SIZE(S) & NUMBERS AS REQUIRED r s MIN. GROUND ROD DETAILS CONDUIT STUB-UP+GROUND AT METER PEDESTAL 3 NON-REINFORCED UNDERGROUND DUCT BANK SCALE: NTS - SCALE: NTS _ SCALE: NTS _ LIGHTING FIXTURE LUMINARIE + POLE POLE PCC TRAIL i POST 6" 2' 3" 5 GROUND LUG 1 HANDHOLE POLE BASE PLATE it POLE BASE COVER 1 L 1� GROUT I FINISHED GRADE { II I .k I Il I COMPACTED NATIVE NEPROVIDE PLASTIC SHIELD (4) ANCHOR BOLTS W/DOUBLE LEVELING i I NUTS. SIZE PER MANUFACTURER TYPICALLY POLE IS SET FLUSH ---,� TO GRADE L_=_L CONDUTT(S) ww-wAk"`'5wEEp5 to A /2'X!�"PutGBoX, 5 ! 4 i: d THE T AIL tlGHT 51,FtTRICAl_ CONDLt77-CONNEGY , TYPICAL TRAIL LIGHTING POLE INSTALLATION 6 . ' �_L #4 TIES 0 6"O.C. THE Puai?oXE5, ill }, ,; ANCHOR ROD (44,000 PSI MIN. YIELD) F`— ( I 3/47 x 18-1/23 BEND MIN. NOT TO SCALE A CoNOuIY(S) SwEEos ro A )--"X l2"PUL4 BOX. THE T,,2A41L (4) #5 REBAR 0 18" O.C. ALL AROUND l Ll6i>7 E[ECTFIkAL CoN/h07- CwvNECr ' �i •E. i THE Put[. BOXES. 30"0 CONCRETE BASE, 3200 PSI, MINIMUM 4 TIES ® irO.C. puLc gax ADO&D To DETat[5 2 5. L__` (4) /6 REBAR 3" CLEAR FROM EDGE OF NO. DESCRFrION of REVISION DATE a` FOOTING, TYP. CITY OF RANCHO CUCAMONGA CONCRETE FOOTING, F'C=2500 PSI, I BIKE PATH FIXTURE TYPE W DETAIL 2 3070 POUR AGAINST NATIVE SOIL ELECTRICAL DETAILS 1 SCALE: NTS _ PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1C SEAL BIKE PATH FIXTURE TYPES LIGHT POLE DETAIL s SCALE: NTS APPRMBY: DATE: CITY DOW RCE: DIALTOLL FREE ynew Km rt ENGINEERING q ,-�o-zz7-zsoo �, ai ro��; cu BORPORATION —5Z AT LEAST TWO DAYS s 19m OWL sow >� BEFORE YOU DIG �}'r�ameia`' ` JN mean o a c-vx or-0— KrL uaeurwo mnxcr u samnn evfanu, at N/IIiG c w ffi FILE m _ g AR DAM SECTION 16000 ELECTRICAL PART 2 - products PART 1 - GENERAL 2.01 materials F. Seismic Design and Anchoring of Electrical Equipment: 1.01 scope A Electrical materials and equipment shall be new and UL listed and labeled or listed and certified a stational 1. Seismic anchorage of mechanical and electrical equipment shall be in accordance with Section 4-317(b) Part 1, by notionally Section 1632a and Table 16a-O Part 2 of Title s The anchorage details must be coordinated with the structural A Work of this section includes everything necessary for or incidental to completing the electrical work, to provide a recognized testing authority where UL 11 be not have an listed an Custom-made equipment must have nomplate test calculations and the manufacturer's literature. The structural engineer shall 'u complete and operable electrical system, except as herein specifically excluded. data submitted by the manufacturer attesting to its safety. In addition, the materials and equipment shall comply with 9 justify the strength adequacy of 1.02 general supporting structure components. g requirements the requirements of the following: 2. Load is to be applied at the center of gravity of the part and to be in any direction horizontally. Design stresses A Electrical System Characteristics: 120/240V, 1PH, 3W. 1. American Society of Testing Materials (ASTM). shall be in accordance with the Specifications for design of the American Institute of Steel Construction. B. Guarantee: Furnish a written guarantee for a period of one year from date of acceptance. 2. Insulated Coble Engineers Association (ICEA). Anchorage, support, and/or attachment of said prefabricated equipment to the structure shall be in accordance C. Codes and Regulations: Work done under this Section shall comply with the latest edition of the following: National 3. National Electrical Manufacturer's Association (NEMA), with the details found in the Drawings and Specifications.Electric Code, State of California Title 24, State Building Standards, Occupational Safety and Health Administration 4. American Standards Association (ASA). 3. Electrical equipment furnished under this section of the Specifications shall be permanently anchored to the floor (OSHA) requirements, State of California Title 17, and local codes having jurisdiction. In the case where the codes 5. National Board of Fire Underwriters (NBFU). or pads and shall withstand a lateral force equivalent to two times gravity minimum. have different levels of requirements, the most stringent rule shall apply. 4. The manufacturer and/or supplier of said equipment shall certify in writing to the Architect and the Office of D. Wherever a discrepancy in quantity or size of conduit, wire, equipment, devices, circuit breakers, etc. (oil materials), B. Conduit and Fittings: Architecture and Construction of the State of California that this equipment corn lies with these arises on the Drawings and/or Specifications, the Contractor shall be responsible for providing and installing all PART 3 - EXECUTION P Specifications. material and services required by the strictest condition noted on Drawings and/or in Specifications to ensure 1. Nonmetallic Conduit: 3.01 Preparation and Installation complete and operable systems as required by the Owner and Engineer. a. Polyvinyl chloride (PVC) rigid conduit, Schedule 40, Type II for underground installation only. A. Installation of Conduit, Fittings, and Outlet Boxes: E. The General and Supplementary Conditions, as well as Special Conditions, apply in addition to items in the Electrical b. Conduit and fittinas shall be produced by the some manufacturer. Section. Special attention 1. Conduit shall be run so as not to interfere with other piping fixtures or equipment. 1. Drawings and Specifications directed to the following sections: of the site. 4. Fittings: 2. The ends of conduit shall be cut square, carefully reamed out to full size, and shall be shouldered in fitting. 2. Shop drawings and samples. 3. Where conductors enter a raceway in a cabinet, pull box, junction box, or auxiliary gutter, protect the conductors a. Connectors, couplings, locknuts, bushings, and caps used with rigid conduit shall be steel, threaded, and with a plastic bushing-type fitting providing a smoothly rounded insulating surface. 3. Record drawings. thoroughly galvanized. Bushings shall be insulated. 4. Underground conduit shall be, unless otherwise indicated, Schedule 40 PVC. The grounding wire in 4. Cutting and patching. Q g plastic conduit 5. Cleaning up. shall be rated in accordance with Section 250-122 of 2002 NEC. Ponelboord 6. Guarantee. C. 5. Where conductors enter a raceway in a cabinet, pull box, junction box, or auxiliary gutter, protect the conductors 7. Tests. 1. Provide ponelboard with rating, components, and features as indicated on the Drawings. Pgrtelboards shall consist with a plastic bushing-type fitting providing a smoothly rounded insulating subrace. F, All single or multiple conductors for signal or communication systems shall have a minimum of 20% spares pulled of molded case, thermal magnetic circuit breakers, in floor-standing, dead front, totally metal enclosed, NEMA 3R, B. Installation of Conductors: and tagged. requiring front access only. All sections shall be constructed of code gouge sheet metal. Sections shall consist of 1. All electrical wire shall be installed in conduit. G. Testing: 9 4e 1. Scan: cable pull section, combination utility metering and main circuit breaker section, and distribution section. 2. All circuits and feeder wires for all systems shall be continuous from switch to terminal or farthest outlet. Penelboord and ponelboard components (circuit breakers, control and indicating devices, etc.) stroll be as 3. Thoroughly clean all conduit and wirewoys and see that all parts are perfectly dry before pulling any wires. Do not a. Infrascan services of all new circuits added to the existing system shall be required, manufactured by Square D or approved equal by Siemens or Cutler Hammer. install any permanent wiring, without special permission from the Architect, until dirt is removed. Use no lubricant b. Infrascan certified reports shall be submitted on completion to the Owner and Engineer. 2. Bus Bars: except Mineralac or powdered soapstone. c. Scans shall be performed by an independent testing laboratory with total connected loads in operation. a. Bus bars shall be rectangular cross-section copper with silver-plated joints, full-height in each vertical section C. Joints in Conductors: Joints in 600-volt conductors smaller than No. 4 AWG shall be made with Scotchlokspring-type 2. All circuits shall be tested for continuity and circuit integrity. Adjustments shall be made for circuits not complyinganttaped with testing criteria. with horizontal cross bus bars between sections. Bus bracing shall not be less than short-circuit indicated on connectors. Wires No. 4 AWG and larger shall be joined together with approved type of pressure connector and taped the Drawings or utility requirements. Provide lugs suitable for copper conductors. Shop drawings must show lug with No. 33 3M type, three-layer minimum to provide insulation not less than that of the conductor. Connections to 3. Grounding System: Shall be tested by an independent testing laboratory to meet resistance specified in Part 3.1, sizes based on the actual conductors to be provided. D.3 of these Specifications. It shall be this Contractor's responsibility to make adjustments, as required, to switch or bus bar shall be made with one-pace copper lugs. Splicing of all 600-volt or less in-line connections No. upgrade noncomplying systems to proper and safe operation ) q b. Copper neutral bus bar shall be 100.. and shall have terminals for all active, spare, or inocfive circuits. 2 AWG through 350 MCM shall be made with 3M brand PST connector. c. Copper ground bus bar shall be full length with provisions for future length extension. D. Grounding: 4. All certified testing reports shall be submitted to the Owner at completion of project. 3. The main circuit breaker shall be molded-case type and have short-circuit interrupting capacity of 10,000 1. Provide grounding for entire electric installation. Included, but not limited to, items as requiring grounding are: H. Core Cutting, Drilling, and Patching: For the installation of work under this Section, the aforementioned shall be amperes symmetrical or per serving utility's requirements, whichever is greater. a. Conduit. performed under this Section of the Specifications. No holes will be allowed in any structural members without the 4. Feeder circuit breakers shall be of the bolted-on molded-case type, with thermal magnetic trips and shall be b. Neutral or identified conductors of interior wiring system (transformer ground). written approval of the D.S.A., Architect, or Structural Engineer. Work will be as directed in Concrete Section of rated at 120/240 volts with frame sizes, number of poles, and trip setting as shown on the Drawings. Provide c. Panelboards. Specifications.I. Verifying Drawings and Job Conditions: circuit breakers with interrupting capacity to match the main circuit breaker. Series rated circuit breakers will not d. Noncurrent-carrying metal parts of fixed equipment. be acceptable. 1. This Contractor shall examine all Drawings and Specifications in a manner to be fully cognizant of all work 5. Provide screw-on nameplates for all paneboords, 1/8-inch thick, Micarta or Lamocoid plate or approved size, 2. Furnish and install all ground rods {3/4" x 10' 0"), grounding wires, conduit, and clomps. The size of the required under this Section. with beveled edges and engraved white letters on block background. Nameplates shall be provided for all circuits grounding conductors shall be not less than that set forth in the latest edition of the California Code of 2. This Contractor shall visit the site and verify existing conditions. Where existing conditions differ from Drawings, and ponelboard enclosures. Regulations, Title 24, State of California, and CEC, unless otherwise indicated. adjustment shall be made and allowances included for all necessary equipment to complete all parts of the Drawings and Specifications. 6. All circuit breakers shall be provided with a device for locking circuit breaker in "OFF" position and lugs UL listed 3. Grounding system resistance to ground shall not exceed 25 ohms. Quantity of ground rods shall be as required to J. ShopDrawings: for use with 75d C wire, meet the specified resistance. D. Stainless Steel Meter Pedestal: E. Prefabricated Equipment: Installation of all prefabricated items and equipment shall conform to the requirements of 1. Drawings shall be submitted in six bound sets accompanied by letter of transmittal, which shall give a list of the 1. The meter pedestal shall be mode entirely of Type 304 stainless steel, No. 4 brushed finish, utilizing all-welded the manufacturer's specifications and installation instruction pamphlets. Where code requirements affect installation of number and dates of the drawings submitted. Drawings shall be complete in every respect and 'bound in sets. eq 2. The drawings submitted shall be marked with the name of the project, numbered consecutively, and bear the construction providing superior vandal and weather resistance. The top shall be a side-swing style that locks out materials and equipment, the most stringent requirement (code or manufacturer's instructions and/or specifications) approval for safety. The side swing top shall fully expose the meter compartment for ease of setting the meter and access shall govern the work. pp oval of the Contractor as evidence that the Contractor has checked the drawings. Any drawings submitted without this approval will be returned to the Contactor for resubmission. to the test blocks. The top shall be supported by three large stainless steel hinges with 3/8-inch pins that are END OF SECTION"lift-o replaceable 3. If the shop drawings show variations from the requirements of the Contract because of standard shop practices ft" style allowing the top to be completely removed. A 5" x 10", 3/16-inch-thick Lexon viewing or other reasons, the Contractor shall make specific mention of such variations in his letter of transmittal. If the window shall be provided. substitution is accepted, the Contractor shall be responsible for proper adjustment which may be caused by the 2. The meter socket test block compartment shall be equipped with a watershed drainage channel and overlapping substitution. Samples shall be submitted when requested, equipment panels that ensure a watertight design. Within the top meter compartment, the meter socket test block 4. Shop drawings shall be submitted for all electrical equipment indicated on plans and specified herein. assembly shall be installed. The customer shall have the option to have a utility-approved main disconnect located 1.03 work in cooperation with other trades in this compartment. The top shall he completely padlockable and accept a utility seal. A. Examine the Drawings and Specifications and determine the work to be performed 3. The utility compartment shall be located on the right side and shall house the landing lugs, a cover panel that p proper other trades. Provide the type can accommodate a padlock, and utility seal. and amount a electrical materials and equipment necessary to place this work in proper operation, completely wired, 4. The compartment shall be outfitted with a fully welded and hemmed stainless steel asketed door that closes tested, and ready for use. This shall include all conduit, wire, disconnects, relays, and other devices for the required 9 operation sequence of all electrical and other systems or equipment. against a watershed drainage channel. The door design and all stainless steel T-handle latching system shall 1.04 testing and adjustment ensure water tightness and vandal resistance. A Upon completion of all electrical work, this Contractor shall test circuits, switches, breakers, and their auxiliary 5. The interior portion of this compartment shall house up to a 30-circuit capable load center with a removable circuits, and any other electrical items to ensure perfect operation of all electrical equipment, protective panel. The panel shall only expose the breaker switches and shall be held in place by captive B. Equipment and parts in need of correction and discovered during such testing shall be immediately repaired or thumbscrews. A stainless steel electrical bockboard shall be provided for ease of wiring and grounding of electrical replaced with new equipment and that part of the system shall then be retested. Such replacement or repair shall be components. done at no additional cost to the Owner. 6. The pedestal assembly shall be a single-phase, 120/240V rated unit. The enclosure shall be rainproof NEMA 3R, C. Circuits shall be tested for continuity and circuit integrity.Adjustments shall be made for circuits not complying with and the assembly shall be UL listed for service entrance equipment. The enclosure shall be complete with all testing criteria. mounting accessories, hardware, and grounding rods. D. Certified testing reports shall be submitted to the Engineer at completion of project. E. Conductors - Wire and Cable: E. Equipment and parts in need of correction and discovered during such testing shall be immediately repaired or 1. All conductors shall be copper. replaced with new equipment and that part of the system shall then be retested. Such replacement or repair shall be 2• Type THHN/THWN, thermoplastic, 600 volts, UL approved, for interior and dry locations. done at no additional cost to the Owner. 3. Wire and cable shall be new, manufactured not more than six months prior to installation, and shall have size, 1.05 identification type of insulation, voltage rating, and manufacturer's name permanently marked on outer covering at regular A Identification nameplates shall be Micarto 1/8-inch thick and of approved size, with beveled edges and engraved intervals. white letters 1/4-inch high minimum on black background. Nameplates shall be provided for all circuits in the Panel. 4. No conductor carrying 120 volts or more than be smaller than No. 12 AWG. Each nameplate shall be provided with drillings and suitable mounting screws corresponding to finish of the nameplate. The inspections in each nameplate shall be as indicated on the Drawings. 1.06 electrical contractor's responsibility WE A CRY shall be the Electrical Contractor's responsibility to obtain a complete set of Drawings and Specifications. He shall wrw� check the Drawings of the other trades and shall carefully read the entire Specifications and determine his responsibilities. CITY OF RANCHO CUCAMONGA 1.0 final inspection and acceptance B ELECTRICAL SPECIFICATIONS � 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 PACIFIC ELECTRIC INLAND EMPIRE TRAIL 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 PHASE 1 C from each representative. SEAL 1.08 record drawings A. Contractor shall famish one set of reproducible record drawings before final payment of retention. t, App BY: < My DIGINM Ty-RCE ohm+ wn rr C.0 BOYLE ENGINEERING CORPORATION s/w/br. + a x tom OW Few L .R +lr,aasla>,=t JN sNORM w+ma-vm r.2 AR pv� si t* nc wi a —————— --- . x - - ---- - _ �. ---- ---.-----.-- FG -- - ;,wcp _ - �E m - < -1 � a x f' a -- i n �., r-.,.. ,- ,�,,-��`r �� � >:., '�.. . .: a3:..• r�� -�-z.' r+; h�'�-, } +� +ice {� yy F r (+ + * STIFFENER + +j+ EXISTING TIMBER —'< (TYP) t r +' STRINGERS - llillill; A „, ' r ilillillllllll IIIlilllli IIIIIIII{II +TYPREMOVE EXIST. AB ARRIER FNCE — l�l III S 89..',—_1 1'-2Y E - BOTH ENDS OF BRIDGE. IIIIIIINIIIIIIIIIIIIilllillllllllllgllll p' ,_ � � � °' "., � _ ��1 t t ! g; Ililllllllllllilllllllll Illllliplll "`"' Iffy � al ,`� ���` � I IIIIIIIIIIIIIIIIIIIlill111i111 — (/ s EXISTING 48 CURBS X; +� +' s a: "NEW METAL DECK w/_ x CONC. — — t' ��©G I _ g L I HT C Fllt ' 5 A REMOVE& REPLACE 6' t I( LONG DAIAAGED+CURB'PORTION _ PLAN SCALE. 1 10 .3 � � 1 D 1/7' EXP. JOINT FILLER REMOVE EXIST. 2x WOOD DECKING, (ASTM D1752,TYPE I) EPDXY TO FACE OF DECK STEEL STRAPS & CONNECTING BOLTS PRIOR TO PLACING PAVING FOR EXISTING WOOD CURBS. RETAIN CLOSURE l 10 5 0 10 20 p SCALE FEET WOOD CURBS. NEW CONC. PAVING DECK _ x x x 140. DESCRIF11011 OF REVISION DATE arc EXIST TIMBER CITY OF RANCHO CUCAMONGA I F.. STRUCTURAL DETAILS y EXIST ABUTMENT PACIFIC ELECTRIC INLAND EMPIRE TRAIL PHASE 1C SEAL S+Er+''O� RAILROAD BRIDGE Ell 1, AT AY CREEK CHANN L �SCALE: NTS — , APPROVED�': � DATE ...-. 1A CITY ENGINEER�. w r, o� n»i�xe W. RCE. g^ 0UL TQl1 FREE SF$ 1-BW-227-2600 i 5=784 1S BOYLE ENGINEERING 9/3op� i CORPORATION AT LEASE TWO DAYS "" f a BEFORE YOU DC r�xTtRs` i0YY O'u0 JS f 6.7X0 -type IlLOYR'M!O ffiMCC NDle pF 9fURWN OlICMN C CMMG M1 a T — raw MD t7't NOTES: BRIDGE GEN 1.VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, I CONSTRUCTION DETAILS SHALL BE THE SAME AS FOR OTHER,SIMILAR WORK. CITY STD. PLAN 608 (MODIFY AS SHOWN) REINFORCED CONCRETE -H // i. CONCRETE STRENGTHS: STRUCTURAL LIGHTWEIGHT rc-3DO0 PSI (28 DAYS) CEMENT. EIi{� * I 2. WELDED WIRE FABRIC:ASTM A 185 i ► 3. DO NOT PLACE ANY PIPES, CONDUITS, OR DUCTS IN CONCRETE UNLESS SPECIFICALLY DETAILED. /�'- 4. SECURE ITEMS TO BE EMBEDDED IN CONCRETE IN PLACE PRIOR TO PLACING CONCRETE. FIELD-MEASURE TO b 3/16 AMISS EXIST. RIVETS yea ;o STIFFENER (TIP) 2. ,�S 30D PLATES:ASTM A 36. EXISTING ROUGH WOOD CURB - 22 GA. FO DECK w/ TOTAL 2 - REMOVE EXISTING METAL DECK STRUCTURAL LIGHTWEIGHT IGHTWWEIGHEIGH T CONCRETE CONN. BOLTS TO STEEL BEAMS. GALVANIZED FORMLOCK 1 1/2 INCH THICK ASTM A 653, FY MIN=38 KSi. ALLOWABLE LOAD VALUES II "7TV FILL - TOTAL DEPTH (SEE NOTE) BOLT CURBS TO EXISTING II PER VERCO ICE REPORT ER-2078P OR EQUAL. II \1 WWF 6x6 - W1.4xW1.4 VARIES - 4" AT STRINGERS w/ CSK)'OX LAG!�! II I SECTION PROPERTIES/FT. (MIN.) SCREWS ® 24" O.C. MAX. 2 GAUGE: I=0.175 INA, +S=0.187 iN.3, -S-0.198 IN.3 BENT PL Yi AT FACE AND GIRDERS, WELDING ELECTRODES: E-60XX MINIMUM. WELDING PER AWS D1.3. AT DRAINS SCREW METAL DECK TO OF STRINGER FOR DECK EE DECK CURBS w/ #12x2' WOOD II \i SUPPORT (TYP) E DRAINAGE PLAN PHILLIPS ROUND HEAD 1. DOUGLAS FIR NO. 1. � t/2 24 BOLT TO STIFFENERS !t II i SCREWS ® 12' O.C. I II \i I 4 BOLT ® MAX 72" O.C. W/ 2-�""4 BOLTS (�) SPECIAL.INSPECTION - (TYP) THE OWNER WILL PROVIDE SPECS INSPECTION IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 1701 FOR THE FOLLOWING: �- 1. PLACING OF WELDED WIRE FABRIC. *NOTE: - - - - - 4 I _ _ FIELD-VERIFY 2. BOLTING Of STRUCTURAL STEEL. I I EXIST. TIMBER STRINGERS NEW ROUGH WOOD CURB - SIZE 1_30xy BETWEEN j TO MATCH EXIST. CURBS. BOLT STIFFENERS (TYP) TO EXISTING STRINGERS w/ CSR }FOW LAG SCREWS ® 24" O.C. MAX. NEW CURB SHALL BE 1 - - - -- -- --TYP -- PRESERVATIVE -TREATED WITH NOTE. CREOSOTE PER AWPA STANDARDS. ALL STRINGERS USE CLOSURE Us TO CONFINE LIGHTWEIGHT CONCRETE ADJACENT TO STIFFENERS AND AT ENDS OF BRIDGE. SECTION ("5 1 SCALE: 3/4" = 1'-0" � s 54 GALV. STL. BENT BAR Tx2xO'-5" ~ 3 16 EXIST. TIMBER GALV STILLAG 3/16 STRINGER )F ZURN FD-2208 DRAIN w/ SCREW}�`1Mx4" 1o�r VANDAL-PROOF SCREWS - EXIST. W BEAM TYP, TOTAL 10 _ II b II � II II Z ! DETAIL SCALE: 3' = V-O" rro. DESCRFWN OF REVISION MTE CITY OF RANCHO CUCAMONGA STRUCTURAL SECTIONS AND DETAILS PACIFIC ELECTRICA INLAND EMPIRE TRAIL SEAL T �, N DECK DRAINAGE PLAN AT DAY c°RE£KRICHANPd£L ry o CfTY EM 0� AiN W. r 1- �.�� U AHG BOYLE ENGINEERING 1-800-227-2600 t Ew 9!�/� r CORPORATION AT LEAST Two DAYS v ° ���aw.�nar �ewvirs t m BEFORE YOU ac ' T DRC 5, um�uo mM¢MtRt 6�mai ovswn Ott RCE W__ aWwC� S I-T aac g na w