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HomeMy WebLinkAbout2498717LE SHEET I PLAN & PROFXE �ItTIWANDA 00 2 S(GMNG & SWING (tl7WANDA AVE) 3 ST41GHTING DEWS 4 ST415HING PLAN 5 0 TO GRAPHY SOURCE F PO; AERI SJPWBl� INLAW AEWL SURVEM11 , INC. 7117 ARLINGTON AVE, SUITE A RIVERSM CA 9250 P51) 687o�4= D47M 09"� 16 GROUND SURVEY BY. JOSEPH E BONADIMAN & ASSOCIATES 234 N. ARROWHEAD AVE. SAN BERNARDINO, CA 92408 (909) 885-3806 UTILITIES: CABLE TIME WARNER' CABLE (888) 892-2253 WATER' PURVEYOR. CUCAMONGA VALLEY WATER DISTRICT (909) 944­6000 GAS PURVEYOR. SOUTHERN CALIFORNIA GAS CO. (800) 427-2200 ELECTRICITY PURVEYOR. SOUTHERN CALIFORNIA EDISON (800) 655-4555 RAILROAD INFORMATION MEIROLINK (SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY (SCRRA)) 900 LSHIRE BLVD., STE 1500 LOS ANGELES, CA 90017 (213) 922-6000 MWID INFORMATION METROPOLITAN WATER DISTRICT 700 NORTH ALAMEDA S7REET LDS ANGELES, CA 90012-2944 (213) 2176000 (E) EXISTING AC ASPHAL71C CONCRETE SURFACE C&C CURB AND GUTTER QL CENTER LINE DWY DRIVEWAY FF RNISH FLOOR FG FINISH GRADE FL FLOWUNE FS FINISHED SURFACE GW GUY, WIRE WV INVERT OF PIPE UH MANHOLE PP POWR POLE RIW RIGHT OF WA Y SBW0 CITY OF SAN BERNARDINO WA TER DEPT TC TOP OF CURB KV WA 7ER UETER WV WATER VALVE EXIS71NG CONCRETE SURFACE PROPOSED CONCRETE SURFACE PROPOSED GRIND & OVERLAY PROPOSED AC PA VINE BASIS ;OF REARINGS 1HE CEN7ERLINE OF E71MI AVE PER PU 19448 RECORDED IN PM BK 242 PG 56OO'07'01"E BENCHMARK CITY OF IMIVCHO CUCAMONGA 11:0010 FD. GRASS DISK IN SOUTHWESTERLY LEG OF SOUTHERN CLAIFORNA EDISON TOWER NO. 15 STAMPED "S.B. CO. SURVEYOR B.M. 1.22", 0.3 MILES NORTH OF 4TH STREET, 100 FT EAST OF CIL OF ETINANDA AVE. ELEV, 1065.64 1' CONSTRUCTION NOTES: QTY- (DCONSTRUCT 8- CURB & 24- CUTTER PER CITY Sm 104, DETAIL A2—& 191 LF CONSTRUCT 8- CURB ONLY PER CITY S7D. 104, DETAIL Al-8. 22 LF CONSTRUCT 5" AC (3.5" B—PG-641:0 & CAP W7H 1.5" C­PG­6410 MIX) 4,200 SF PAVING OVER 6" CAB OVER 12" SCARIFIED & 95% COMPACTEDNATIVE PER CITY STD. 100—A. GRIND EXIS71NG PA VEMENT (0, 1' MIN. TO .2' MAX) AND OVERLA Y (0. 1' MIN) 9,853 SF AS NECESSARY TO ENSURE AN INCREASING CHANGE IN GRADE TOWARDS 774E PROPOSED CURB AT ALL LOCATIONS WTH LIMITS INDICATED. CONSTRUCT 8" THICK PCC DRIVEWAY APRON & SIDEWALK 576 SF PER CITY STO 101, TYPE C. CONSTRUCT 4- THICK CONCRETE SIDEWALK PER CITY STD. 103. 763 SF. REMOVE & REPLACE EXIS77NG 8" 714ICK PCC SIDEWALK. 137 SF. PER CITY SIB. 101, TYPE'C. CONSTRUCT 4' VALLEY CUTTER PER DETAIL SHEET 2. 71 LF STRIPING NOTES: QT`y: APPLY THERMOPLASTIC ARROW SYMBOL PER CALTTANS STD. A24A, 4 EA. TYPE AS MUTED' ON PLAN. APPLY 7HERMOPLAS71C RAILROAD CROSSING SYMBOL & STRIPE ev PER DAL TRANS STD. A248 APPLY 7HERMOPLAS77C PAINT 4- SKIP *117E LANE LINE 160 LF, PER CITY OF RANCHO CUCAMONGA STD. PLAN 13.3 APPLY THERMOPLASTIC PAINT 4" DOUBLE YELLOW SOLID STRIPE 295 LF, WTH TYPE "0" MARKERS PER CITY S7D. I3J. APPLY THERMOPLAS71C PAINT 4" YELLOW SOLID TWO—WAY LEFT 221 LF. STRIPPING PER CAL7RANS S7D. A206 DETAIL 32. RELOCATE EXIS77NG RXR SIGN PER PLAN. I EA. _7\ INSTALL ROAD SIGN PER LATEST CAMUTCD, TYPE AS NOTED ON PLAN. 3 EA. PROPOSED EXIS77NG RANI RIW m A ASPHALT ASPHALT EXISTING C&G TYPICAL SECTION, "ETIWANDA NOT TO SCALE m n4 E U TIL MH E) SEWER' LIKE I ADJUST TO 'GRADE AD (E) SS MH ADJUST TO GRAD P O7E'CT IN PLACE I 0, (E) GV ADJUST TO GRADE 31 { C II)�'D1 E 2275.26') METROPOLITAN WATER DISTRICT _ - 44" PIPELINE (E) I.ITIL POLE PERDRAWNG D-7J251 A 1 ('E) PP ST LIGHT TO DE REMOVED _ .. K PROTECT IN PLACE /rl CD CU EXISTIr�C R W OTECT III' PLACE a r \ TO DE - E CSC t, III' PI..A CE PRCTT�CT _ PROTECT 12 71- _» - - r7" j9 _. .. ... Cyr' (E) PARKING r Ns , `E RXR SIGN ., _ _ ' PROPOSED. R TO BE RELOCA TED E ASPH D W _.. SKEET 4 TO DE I�EI�D'�'ED �, >. � c.� SEE asp. - (E) I E) PHONE MH f .,, c1li: r " c � TO DE ABANDONED ADJUST TO GRADE :,z ' , � � > � c� � cc � � �, w c, � a m � w COORDINATE NTH" CVWD � � � � � ('E) TREE TO BE REMOVED Lu s �- + � 00 E) CUB` POLE -.<C) Cl TO DE DEMO WD m f, u EXPANSION JOINTS D�.` r D.C. MAX APP 11F raa?Jq ETIWAND:A AVENUE r ONSTRUCTION CCI4IS7RUCT S$ CURD & 24" CUTTER PER CITE' STD. 104, DETAIL A2-6< CONSTRUCT 8" CURB ONLY PER CITE' STIR: 104, DETAIL Al—& CONSTRUCT Sm AC (5" D—PC-6410 & CAP MTH 1.5" C—PC-6410 MIX) PAWL C OVER 6" DAD OVER 12" SCARIFIED & 9'5COMPACTED NATIVE PER CITY STD. 100—A. GRIND EXIS71NG PAVEMENT (0.1' Ii IN. TO .2' MAX') AND OVERLAY (0,1' IN.) AS NECESSARY TO ENSURE AN INCREASING CHANCE IN GRADE TOWARDS THE PROPOSED CURD' AT ALL LOCA IONS WTH LIMITS INDICATED. CONSTRUCT 6- THICK PCC DRIVEWAY APRON & SIDEWALK PER CITY STIR. 101, TYPE Ca CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITE' STD. 1 D . RE14OVE & REPLACE E. IS77NG 6" THICK PCC SIDEWALK. PER CITE SID. 101, T�P'E C. CONSTRUCT 4' VALLEY GUTTER PER DETAIL SHEET 2. E SHALL 6E N077FIED ON STAFF DISTRICT ) �3PERATI THE MET ROPOLITAN WATER D AT LEAST TW O WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF THE MWD EASEMENT OR WIMN THE WCINITY OF THE MWD PIPELINE CONTACT. JESSE ERANCO TELEPHONE. (0) J 2-7184 CELL: (661) 81 —JO6 W:HITTRAM AVENUE AIA TCH EXIS71NG 04 ---- -- ..............................s iO4 . ......... 96 50 64 -- 777 o SIGN LEGEND F3 ........... m STRIPING NOTES: (D APPLY 7HERMOPLAS71C ARROW SYMBOL PER CALTRANS STD. A24A, TYPE AS N07ED ON PLA, . APPLY THERMOPLASTIC RAILROAD CROSSING SYMBOL & S7R1PE PER CALTRANS S70, A248 APPLY THERMOPLASTIC PAINT 4" SKIP WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA VD. PLAN 13J. APPLY THERMOPLASTIC PAINT 4" DOUBLE YELLOW SOLID STRIPE W7H TYPE '"On MARKERS PER CITY SID. 13J. APPLY THERMOPLAS71C PAINT 4" YELLOW SOLID TWO—WAY LEFT STRIPPING PER CAVRANS STD. A20B DETAIL 32. RELOCATE EXIS77NG RJR SIGN PERPLAN. INSTALL ROAD SIGN PER LATEST CAMUTCD, TYPE AS N07ED ON PLAN. STREET........L.J....GHT GENERAL NOTES: 1. THESE DRAWNGS AND THE DATA HEREIN SHALL BE A PART OF THE SPECIFICATIONS. ALUMINUM CAP PIN PHOTOCELL 12-1/2' Bolt Circle Diameter 1. CONDUIT- ARM LENGTH 1`0 F1554 Grade 36 anchor rods (SEE TABLE) (Total 4) with Grade A hot -dip A563 hem nuts, with'.ASTM F436 type I washem.. C14 I 1 3 UNC threads 6� long both ends S. W W B. MINIMUM COVER ON PRIVATE PROPERTY IS 30/1 BELOW FINISHED GRADE, UNLESS N07ED 07HERWISE. A. MINIMUM COVER IN STREET OR PARKWAY IS 30/1 BELOW GUT7ER GRADE, UNLESS NOTED OTHERWISE. Ir I I I EATON1WRD-AO18-D-U- T3-4NT-AP C. CAP ALL MAINLINE CONDUITS AND SERWCE CONDUITS. CN I D. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS IERMINA71NG INTO VAULIS, MANHOLES, PMH'S, SOE'S & ALL CAP LQCAU005 AMERON CONTEMPORARY 12'xlg* ASTM A-36 Soso Plate Ameran Pole ARM (SEE TABLE) Thickness= I" for 23' Pole See Sheet 1 E INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 311611 POLYPROPYLENE OR POL YE7HYLENE" ROPE, BRAIDED OR Thickness= 1-ile for 28' Pole TWISTED. AMERON 1C'I OCTAGONAL POLE F. ALL CONDUIT MUST BE MANDRELLED. WITH BASE PLATE MOUNTING Concrete cap Type S Mortar 33wx3o* curb adjacent 0 with cold joint perimeter 24- OP Of 2. CONDUIT RADIUS REQUIREMENTS: 2Z 2Z Ole curb A. 774E MINIMUM RADIUS FOR BENDS ARE: OPTIONAL BANNER 30"W X 80"H WITH Flow Line AMERON BANNER SAVER BRACKET. Back of 36"FOR CONDUITS 3" IN DIAMETER OR SMALLER curb 'CATALOG NUMBER BASPL30PRO (TYP). K-� 48'FOR CONDUITS 4"AND 5"IN DIAME7FR LIMITED TO ONE PER POLE AND ONLY, 60"FOR CONDUITS 6"IN DIAMETER ON 28' POLES ONLY Max, bottom of mu+ 6. THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS If-15"(UNLESS NOTED OTHERWISE). to top of footing J. EXCAVA77ON AND BACKFILL: Depth Of Footing 74= 7 io. 30" Min. Below ;� "" 4- �7 , 7 -1 1 See Table Below .4-:- Flow Line (Typ.) R Z' 39 lo MAX. A. WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WTHIN 4N OF RNAL GRADE PRIOR TO INSTALLA71ON OF CITY OPTIONAL TRAFFIC 5 in CONDUIT OR STRUCTURES. N CL SIGN(S). PER CITY STD. B. ALL EXCAVA71ONS SHALL BE IN ACCORDANCE W774 THE CALIFORNIA STATE CONS7RUC770N SAFETY ORDERS (WHEN APPLICABLE CITY SPECIFICARONS, AND ALL GOVERNING LOCAL ORDINANCES. 17-1 1z C. EACH 7RENCH TO BE A UNIFORM DEPTH BELOW RNAL GRADE PRIOR TO INSTALLA71ON OF CITY CONDUIT MSTRUCTURES. 1-1/y Conduit 0. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR A" EXCAVA71ONS AND SHALL INCLUDE CRUSHED ROCK, CdPkRETE, OPTIONAL STREET NAME I i #4 0 6, for ANDIOR IMPORTED BACKFILL, WHEN REQUIRED. SIGNS, PER CITY M. I Spiral Reinforcement 2"x2'x1/4!" Plate E. BACKFILL NTH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES AND NOTE- Washer (Typ) AROUND PMHS WTHIN ONE FOOT OF FINISHED GRADE. -0- 5' Clear (Ty Tack Wold or Peer, K 2' from TE TR RE INSTAI I A 710N. A T NO 77ME SHALL CABLE BE LEFT EXPOSED OVER 24 1 INSTALL RANCHO CUCAMONGA spiral reinforcement F. BACKTILL SHALL IMMEDIA, LYFOLLOWSUBS U`C7U HANDHOLE SHALL BE LOCATED MUNICIPAL UTILSrY (RCMU) to the ple acige HOURS. 6-#6 Equally spaced G. NO ROCKS ARE ALLOYED M77WN 12"OF DIRECT -BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASEMENT NATIVE ----AT THE DOWNSTREAM SIDE OF POLE NUMBER PLATE ON THE Vertical Bars TRAFFIC STREET SIDE OF POLE 5' 13ACKFILL DOES NOT PASS THROUGH A �-SCREEN, PLACE IMPORIED SAND J-BELOW AND 12-ABOVE CITY CABLES AFTER 7HIS ABOVE GRADE, 3' Clear POINT, NO ROCKS LARGER THAN 1211 IN DIAMETER ARE PERMITTED. H. ALL BACKFILL SHAI I BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL 1� 'BE PLACED 24" IN A MANNER 7HAT MLL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR Diameter MPH! WIND ZWE S7RUCTURES. 4 1 SEE SHEET 2 FOR 4. PA WNG. FOUNDATION DETAIL 0EP'N OF FOOTING TAME FM CMSMNM MD N0N�CdNS*NNW: SUWACIE 00NDITIONS REPA WNG, fffERE REQUIRED, SHALL Bt PLACED IN SUCH A MANNER INA T INWERENCE NTH 7RAFRC, INCLUDING PEDE57RIAN Sol Type per UBC 23?'Pdo Or Pole IRAMC, WILL BE KEPT TO A MINthfUR THE CON7RACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE,710 THE UQITING� and Gootachrillcoll Rapart POLE ARM FIXTURE 71 N WHICH IS ACCEPTABLE TO THE CITY., MUNICIPALIT)� COUNTK OR OTHER AUTHORITY HAVING JURISDIC ON A D POLE CATALOG CATALOG ARM WATTS Sandy Gravel, Gravel jTREqTYPEIREFSTO1MA) HftGW No. POLEFINISH NO, LENGTH ARMRISEARMFINSH LIGHTIN&FIXTURE�� �'FALDq LWAENS - -r ICI-23 --UUFi4-- V 5. SIRUCTURES: LOCAL 40 -24- CONTACTENGINEERING 6N 7; AMERSHIEUD NATURAL Sand Illy Send, Odygy Sand. Val, agiray crovel 5GCONDARY I MAIOR ICI-28 (ANTIGRAFFM&SEALER) 1AP6 V 32' INUPAINT)l CONTACTENGINEERING A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CfTY SPECIF(CA7701IIS DIVIDEDMAJOR 6 INSTALI PR07EC77ON BARRIERS, WHEN REQUIRED, IN AREAS EXPOSED TO 7RAFTIC, PER CITY INSPECTOR, V� C3ay. Sandy Clay, Special Design DWG� NOT Silty Clay, Clayey Silt per Geotechnical Report TO SCALE C. ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER 77GHT 0. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. CITY OF RANCHO, CUCAMONGA, CALIFORNIA APPROVED BY-. CITY OF RANCHO CUCAMONGA, CAUFORNIA E CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO" I STANDARD PLAN INSTALLA 710N. STREET LIMITS 'AND ;ff) APPROVED - STANDARD PLAN STREET LIGHTS AND in FOUNDATION DETAILS 410 & 6, RETAINING WALLS. 5: FOUNDATION DETAILS 410 CITY EN DATE 7 14 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS COMSTRUCTION SHEET 1 OF 2 ----- -- ENGRP� DATE WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED' BY THE CONTRACTOR. WALLS ARE REQUIRED WHEREVER GRADE RISES USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS GONSTRUCTION SHEET 2 OF 2 MORE THAN 18" ABOVE THE S7RUCTURE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE oF 5' rRom THE SAME, OR ilk AREAS SUBJECTTO EROSION. DESIGN AND INSTALLA77ON MUST COMPLY �W7H LOCAL BUILDING ORDINANCES. REFER To CITY INSPECTOR FOR TYPICAL SPACE REQUIREMENTS Z A CCESS. _,_----MEYERS MEUG16-31" CATALOG NO. LOAD 17.25" 16.25" MEUGl:6A-31"-M2OO 2 HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCA77ONS, STRUCTURES MUST BE CLEAR OF ALL APPUR7ENANCES SEFTcE I 714AT WOULD OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT 3 4 5 6 _WE 2 8. SER'VICES: 7 PAINT OR LABEL 10 ADDRESS # WTTH 9 A. METERS AND SERVICES SHALL COMPLY W714 CITY SERWCES REQUIREMENTS HELVETICA 1 12 a WRING MUST BE IN ACCORDANCE NTH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPEOON AU7HORI`77ES� 31" t BLACK LETTEWNG OA N - OB NEUTRAL BAR 9. LOCA 770N. HINGED PHOTOCELL. NOT REQUIRED DOOR (IF SPECIFIED INCLUDE EXTE: MAL LIGHT SHIELD) PADLOCK TO BE PROVIDED BY THE CITY A. 774E LOCA7701V OF EXCAVARONS AND S7RUC7URES FOR 774E CITY SHALL BE SHOWN ON T14E WORKING DRAWING, NO DE'MI70N FROM 7HE PLANNED LOCATIONS WILL BE PERMITTED UNLESS APPROVED BY THE OTY INSPECTOR. SIKAFLEX-lo SEALANT ALL AROUND CIRCUIT DIRECTORY B. ACTUAL LOCA77ON OF OBSTRUCRONS, STORM DRAINS, ANDIOR OTHER FOREIGN U77LIlIES TO BE 7HE RESPONSIBILITY OF THE NO. DESCRIPTION AMP POLE CONTRACTOR. 1-3 MAIN! DISCONNECT 200]� �2 10. CONTRACTOR TO VERIFY LOCARON AND INDTHS OF ALL SIDEWALKS AND DRIVEWAYS NTH 7HE APPROVED S7REET IMPROVEMENT ON, PADLOC14AABLE HASP 2-4 LIGHTING 20 2 PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS, PRIOR TO STREET LIGHT INSTALLATION. 6 3 LIGHTI'Nliii�l --------------------- L20 11. SURVEY' SERVICE 1/2- RADIUS AROUND THE EDGES CONDUIT SURVEYING OF STREET IMPROVEMENTS SHALL INCLUDE PROPERTY CORNERS, LOT LINES, FINISHED GRADE, ETC., NECESSARY FOR- 2" BELOW TOP OF FOUNDATION IF NATURAL GRADE THE INSTALLA77ON OF UNDERGROUND FACIL177ES AND MARKERS OR STAKES MUST BE PLACED PRIOR TO THE START OF THE OR FLUSH IF ADJACENT TO HARDSCAPE INSTALLATION. IN ADDIRON, CON7RACTOR SHALL MAINTAIN THE MARKERS DURING 7HE INSTALLA77ON AND OFF§E7 MEASUREMENTS. 12. COORDINA77ON AND SUPERWSION. 24- 27. SLOPE ALL AROUND (TYP) ANCHOR BOLTS, 5( 48" 0 MIN. x i B" rmm, THE CON7RACTOR SHALL PROVIDE SUPERWSION OVER AND COORDINA71ON AMONG 7HE VARIOUS CON7RACTORS WORKING N77WN 4" - 90 4 REQUIRED) THE DEVELOPMENT IN ORDER TO PREVENT DAMAGE TO CfTY FACIL177ES CONIRACTOR IS RESPONSIBLE FOR 7HE COST OF'RER4n LOAD REPLACEMENT, RELOCATION, OR OTHER CORREC71ONS TO CITY FACILITIES MADE NECESSARY BY THEIR FAILURE- TO PROVIDE CONDUITS CONCRETE FOOTING SUPERVISION OR TO OTHERWISE COMPLY W714 7HESE SPEGIFICARONS, NOTES- 13, OTHER U71LITY REQUIREMENTS, 30' SQ� 1. SPLICING OF CONDUCTORS, SHALL BESY THE USEOF COMPRESSION CONNECTORS (MIN) AND INSULATION PER CALTMNSSTANDARD PLAN, ES-141&17HOD 18". WIRE NUTS ARE NOT ALLOWED. SPLICED WIRES ARE ONLY ALLOWED IN PULL BGXES THE DRAWNG PREPARED FOR THIS JOB MAY ALSO COVER THE FACILIIIES TO BE INSTALLED FOR OTHER UTILITY ANY GROUNDING AND NOT ALLOWED IN CONDUITS OR STREET LIGHT STANDARDS. QUES71ONS CONCEJ?NING DETAILS OF THEIR INSTALLA77ON SHOULD BE REFERRED TO THE COMPANY CONCERNED. ELECTRODE PER 2. WIR[NG: WIRE SHALL BE POLY VINYL -CHLORIDE INSULATEDITYPETHW, ORTHNN) LOCAL CODE 600V - NO. 8 AWG COPPER CABLE, 1 CONDUCTOR COLORS: 14. WARRANTY- Q CONDUCTORS FOR GROUNDING AND BONDING SHALL BE BARE OR:GREEN 9 COMMON OR NEUTRAL CONDUCTORS SHALL BE WHITE . UNDERGROUND -LINE I CONDUCTORS SHALL 'BE BLACK CONTRACTOR EXPRESSLY REPRESENT AND WARRANTY THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEE719C UNDERGROUNDAINE 2 CONDUCTORS SHALL HE RED CONTRACTOR'S OBLIGARONS, HEREIN, ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE CONFORMITY NTH CITY REbUfREMEN7S UNE 4. ALL CONDUITS SHALL LIE PVCSCHEDULE 90. SERVICE S. BONDING OF CIRCUITS FROM LUMINAIRE TO SERVICE PEDESTAL SHALL BE PER CITY THIS WARRANTY SHALL COMMENCE UPON RECEIPT BY CONTRACTOR OF CITYS FINAL ACCEPTANCE AND SHALL EXPIRE ONE YEAR BASE ENTRANCE APPLICABIL DESCRIPTION OF REVISION DATE - - - - - - -- - ri. ALL NEW LUMINAIRF ORCUITS SMALL OPERATE ON 240 VOLTS. THE CONTRACTOR APPROVED FROM THAT DATE. CON7RACTOR AGREES TO PROMPTLY CORRECT TO THE CITY'S SA77SFAC7ION AND THAT OF ANY GOWRNMENTAL SHALLVERIFY THEVOLTAGE OFTHE EXISnNG LUMINARIES. AGENCY HAVING JURISDICTION AND AT CONTRACTOWS EXPENSE ANY BREACH OF WS WARRANTY W-ICH MAY,RECOME APPARENT 7, POLES SHALLBE FROM ONE MANUFACTURER. S. THECONTRACTOR SHALL INSTALL PULL ROPES ONSEIRVICE SIDE CONDUIT TO THROUGH INSPEC77ON OR OPERAIION OF UNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS WARRANTY PERIOD. PEDESTAL INCONFORMANCE WrFH, THE LIT ILITY HAVING JURISDICTION IRCMU OR CITYOF RANCHO CUCAMONGA LOAD CONDUIT SCE) REQUIREMENTS, UTILITY WILL FURNISH ANDIN517ALLSERVICE CONDUCTORS ENTRANCE 4- TO THE LANDING LUGS AT-rHE PEDESTAL 15, INSPECTION. 9. CONTRACrOR INSTALLING STREET LIGHTS POLES WITH OPERATING BOOM -TYPE STREET LIGHTING PLAN LIFTING OR HOISTING EQUIPMENT SHALL COMPLY WITH,CALIOSHA ELECTRICAL INSPEC77ON IS REQUIRED DURING THE CONS7RUC77ON PERIOD A 48 HOUR ADVANCE N077CE OF INTENT TO START FRONT (STREET SLDE) SAFETY ORDER 2946 WHICH! REQUIRES A MINIMUM CLEARANCE OF 1:0 FEET FROM OVERHEAD ENERGIZED 1600 TO VOLTAGE LINFS. ETIWANDA AVENUE CONSTRUCTION IS REQUIRED FROM THE CONTRACTOR TO THE CITY OF RANCHO CUCAMONGA. PHONE. 909-477-274-0 X4080 S,/ CITY OF RANCHO CUCAMONGA, CALIFORNIA FROM STA. 27+53.72 TO 31+73.31 16. AS-UUILTS. APPROVED BY: STANDARD PLAN 44 NON -METER' No. C-709,44 CON7RACTOR RESPONSIBLE TO MAINTAIN AS -BUILT DRAWINGS WHICH ARE TO BE UPOA7FD DAILY CON7RACTORS SHALL xp. DRC20117-00084, ROW2:018-00433 SERVICE PEDESTAL 411 KEEP AND MAINTAIN TWO COPIES OF THE AS-BUILTS. ONE SET IS FOR THE CONTRACTOR' AND THE SECOND SET IS FOR THE CITY INSPECTOR. CITY EN0IkgM*-J DATE I USE WITH STANDARD SPECIFICATIONS FOR PUSUC, WORKS CONSTRUCTION SHEEI` I OF I V APPROVED BY DiATE CA -7S:144 CITY ENGINEER R.C.E. No.L# D�ESIIGN JOSI! E BONADIMAN I C M NDED & ASSOCIATES, INC. i i r i 234 N. ARROWHEAD AVE. ENC71NEER'S NOTICE T0:C0::NTRAC'T0:RS DRAWN SAN BERNARDINO, CA 92408 SHEET THE EXIS7ENCE AND LOCA77ON OF UNDERGROUND U71LITY PLANS OR STRUC7URES SHOWN ON THESE PLANS WERE OBTAINED BY A j,T,s (909) 885-3806 4 OF 5 SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL TAKE DUE PRECAV71ONS OF 714E RECORDED U71LI77ES AS WELL AS ANY NOT SHOWN AND SHALL CONFIRM ALL ADJUSTWEN7S AND GRADES BY FIELD INVES77GA77ONS CHECKED C.E. NO. IDRAWING NO. J.T�S 2498 TE 09-10-2018 FI:LE NO.