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HomeMy WebLinkAboutW_5288_S" r--J '1 I ' CITY OF COSTA MESA VICTORIA w > <I: 19TH ST. <I: -f-z w u <I: _J __J---c_JCL ~ 0-INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND • PONER POLE 0 MM/HOLE ti FIRE HYDRMIT D METER BOX ----®----VALVE d > .i ORANGE COAST COLLEGE ~ □ m ~ ~ "' ST. PONER POLE MICHOR 6, MONUMENT -x-x-x-FENCE BLOCK.WALL 0 TREE co SHRUBBERY ..LLL. .LLL ..L,tL ..,/,LL ASPHALT PAVEMENT :::""" ( : : :: : : :,: : : : : BRICKWALK 1·: I CONCRETE ~/////////a BUILDING ----EXISTING CONSTRUCT/ON -----PROPERTY UNE NEW CONSTRUCTION ---t_--CENTERLINE ----s----SEWER LINE ------w-WATER LINE ---G---GAS LINE --E--POWER UNE -TEL-TELEPHONE UNE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM b 5TREET LIGHT c ~ ~ :lj ~ BAKER ORANGE CO. F AIRGROUN□S UNIVERSITY ABBREVIATIONS AC ASPHALT CONCRETE AB AEREGATE BASE ACP ASBESTOS CEMENT PIPE APP'D APPROIED AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE CONG CONCRETE CONST CONSTRUCTION DIP DUCTILE IRON PIPE DEPT DEPARTMENT DNY DRNEWAY DU DUCT E EA5T S'LY SOUTHERLY EC END CURVE ELECT ELECTRIC EX EX/5TING FE FLANGED END FL FLMIGED END HOR HORIZONTAL INT INTERSECTION /NV INVERT LF UNEAR FEET MJ MECHMIICAL JOINT N NORTH N'LY NORTHERLY NTS NOT TO SCALE PCC PORTLMID CEMENT CONCRETE pp POWER POLE PROP PROPOSED PVC POLYVINYL CHWRIDE (PIPE! PVMT PAVEMENT RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE RT RING TIGHT R/W RIGHT -OF-WAY sea SEWER CLEM/ OUT SD STORM DRAIN SECT SECTION SHTS SHEETS S'LY SOUTHERLY SMH SEWER MN/HOLE ST STREET STL STEEL TR TRACT TYP TYPICAL VCP VffR/FIED CLAY PIPE VERT VERTICAL w WEST W'LY WESTERLY EMERG~NCY TELEPHONE NUMBERS AGENCY NUMBERS CITY OF IRVINE U.C.l. 7 PUBLIC WORKS DEPARTMENT DATE: 12--z 7-0 RE.£. 36106 APPROIED: ££d<-4-[)~ DATE: UTILITIES DIRECTOR RE.£. 25553 PROPOSED /6-/NCH WATER MAIN 80NJTA CR F" F" J< PAR)< G / ,,,,,-~-- ..,c "'• \,.r..:"'-;f"p-<'" \ / ' ' ' \ ·, i /\ I ' ! ' '· ' ' \ \ ' \. \ \ I \ IZ.-ZCJ-c:J/ I ' \ \ \ \ I ' \ ' \ / \ I ' Vl ~ \ ' \ ' \ I ' ' \ ', \ 'i \ LOCA"TION \MAR • SCA!,f: r • /5Q' \ • ' ' \ \ \ Undergr.ound Service Alert SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CAUFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY 634-0251 895-0221 61/ 644-3011 962-2411 542-6222 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO 6211 AND NO 6176 BEING N66'48'12"E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. Call: TOLL FREE 1-800 422-4133 DAKING DAYS BEFORE YOU DIG CITY OF NEWPORT BEACH (UT/UT/ES DEPTJ ORN/GE 'COUNTY SAN ff AT/ON DISTRICT COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT 542-3S15 AFTER 6,00 PM 720-4040 l-800-422-4/33 ~M-~ TRANSPORT A TI ON AND RCE 220451 DEVELOPMENT SERVICES CE 24967 GENERAL SERVICES BENCHMARK: OCS BM 3FF-6-77 EL 34.87 NAVBB/1995 OCS ADJUSTMENT DESCRIBED BY ORANGE COUNfY SURVEY 1995 AT THE NORTHEAST END OF THE NORTHEAST WJNGWALL OF THE BRIDGE ON CAMPUS DRIVE OVER THE SAN DIEGO CREEK. : L ,, 'I I, ,, GENERAL NOTES I. THE CONSTRUCTION OF ALL PUBUC IMPROIEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STM/DARDS, STANDARD SPECIAL PROVISIONS. DESIGN CRITERIA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION /994 EDff/ON. 2. STATIONING REFERS TO PIPE STATIONING. 3. EXISTING UNDERGROUND UT/UT/ES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION MID ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FAC/Lff!ES. 4. THE WALLS MD FACE OF ALL EXCAVATIONS GREATER THAN FNE 151 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FNE (5! FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5. THE CONTRACTOR(S!SHALL OBTAIN A PERMff TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE. BEDDED PER CITY OF NEWPORT BEACH STD-/06-L. ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 SE. 7. ALL WATER MAIN FffTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52. MINJ UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE Ml 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STMIDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WffH 10 MIL VINYL TAPE. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WffH THE CITY OF NEWPORT BEACH ST0-5/0-L. 9. WATER MAINS SHALL HAVE A MINIMUM OF 36'0F COVER FROM FINISHED SURFACE. /0. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT (714) 644-3106. II. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 12. ALL FLANGE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS MID HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRANSff/ON COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 3/6 STAINLESS STEEL. 14. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDNARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED UBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 3/6 STAINLESS STEEL SHALL HAVE ALL THREADED PARTS COATED UBERALLY WITH AN APPROIED ANTI-SIEZE COMPOUND. 16. ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFACTURED IN THE UNffED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. rT. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING MY WORK AT 644-3311 FOR PUBLIC WORKS. 644-3011 FOR UT/Lff/ES. THE PUBLIC WORKS DEP/J,f/TMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE • FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATIBIUTY WffH EXISTING CON5TRUCTION. 18. WATER LINE DISTNICES SH(NIN ON THE PLAN AND IN THE ESTIMATED OUANTff/ES ARE HORIZONTAL DISTANCES. 19. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 20. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 21. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GUAGE INSULATED TRACING WIRE PER INSTRUCTIONS FOR UT/UT/ES REPRESENT ATNE, LOREN LOIE 1949) 718-3410. CONSTRUCTION NOTES 0 CONSTRUCT /6-/NCH DIA. C-905 PVC WATER MAIN /SDR-I81 PER TRENCH DETAIL ON SHEET 3 0 0 0 ® 0 0 0 ® CONNECT TO EXISTING /6-/NCH FLANGED BUTTERFLY VALVE REMOVE INTERFERING PORTIONS OF EXISTING 20-INCH DIP WATER MAIN INSTALL WELD ON FLANGE ON EXISTING 20-INCH STEEL MAIN REMO/£ EXISTING TREE ROOT STRUCTURE INST ALL 2.-INCH A/RIV ACUUM RELEASE VALVE PER DETAIL ON SHEET 3 INST ALL 2.0-/NCH X /6-INCH CLASS 350 DIP /C-1101 REDUCER /FE X MJ/ INSTALL /6-INCH, II l/4'CLASS 350 DIP IC-I/OJ BEND IMJ X MJJ INST ALL 16-INCH, 9Cf CLASS 350 DIP IC-I/OJ BEND /MJ X MJ/ @ CONSTRUCT THRUST BLOCK PER CITY STD-510-L SHEET INDEX SHEET APPROVED I 2 3 DESCRIPTION TITLE SHEET UNIVERSITY DRIVE, BETWEEN LA VIDA & MACARTHUR BLVD DETAIL SHEET 1114/02 1 ADD GENERAL NOTE NO. 5 TO AIR!VAC DETAIL "===-~Actc=--~Ac,....._□A_TE~_eY_~ _____ o_E_sc_R1_PT_m_N _____ ~AP_P_'o-1 CITY OF NEWPORT BEACH ,__w_-_5_2s_s_-s _ _, CHECKED DATE REVISIONS PUBLIC WORKS DEPARTMENT S11EET I OF 3 MJS 12/20/01 " > .. .. r ., \ \ 10 11 BAYPOJNTF'. APARTJVJF'.NTS ST A. 10•00.00 SEE DETAIL A \ \ 12 13 14 HORI Z: I' a 40' VERT: I"• 4' 15 UNIVERSITY DRIVE REMOVE AND REPLACE 4-INCH THICK CONCRETE SIDEWALK. REMOVE ENTIRE PANELS AS SHUWN ON PLAN REMOIE EXISTING AC PAVEMENT AND CONSTRUCT 5 1/2-INCHES AC (}IFR 6-INCH AB 16 I / -----0. ' / , ! I , DATE BY DFSCRIPTTDN =p~) - - - - --~~ ~ EXISTING EXISTING CT> 16' TEE I c..l ,__-EXISTING I I IB'SD 2 I I I . -l6"W(/ICP!~-__:_ -- ---<lai7 #-------:: __ ---d Iii\_ I EXISTING----j i I l2'W!DIP! liJ I . JO' DETAIL A NOT TO SCALE I i I EXISTING I I I I 20'W!DIP) w .I EL 30JJ5' EXISTING CM-13 METER STRUCTURE ~ (i) ® 0 SECTION A NOT TO SCALE CONSTRUCT/ON NOTES: CONSTRUCT 16-INCH DIA. C-905 PVC WATER MAIN (SDR-18! PER TRENCH DETAIL ON SHEET 3 CONNECT TO EXISTING 16-/NCH FLANGED BIJTTERFLY VALVE REMCNE INTERFERING PORTIONS OF EXISTING 20-INCH DIP WATER MAIN "\" .. , ;i-. INSTALL WELD ON FLAlvGE ON EXISTING 20-INCH STEEL MNN REMWE EXISTING TREE ROOT STRUCTURE INSTALL 2-INCH AIR/VACUUM RELEASE VALVE PER DETAIL ON SHEET 3 0 INST ALL 20-INCH X 16-INCH CLASS 350 DIP (C-110! REDUCER (FE X MJ! 0 INSTALL 16-INCH, II l/4"CLASS 350 DIP (C-110! BEND (MJ X MJ/ ® INSTALL 16-INCH. 90"CLASS 350 DIP (C-110! BEND !MJ X MJ! @ CONSTRUCT THRUST BLOCK PER CITY STD-510-L MWD METER VAULT ~PPROYED UNIVERSITY DRIVE 16-INCH C--3468 ZONE Ill WATER MAIN IMPROVEMENT 46214 APP'□ DESIGNED AC DRAWN AC UNIVERSITY DRIVE BETWEEN MACARTHUR BOULEVARD & JAMBOREE ROAD CITY OF NEWPORT BEACH W-5288-5 j r-----~------1 CHECKED DATE PUBLIC WORKS DEPARTMENT HE T ~ w L ___________________________________________________________________________________________________________________ ...1. __________ R_Ev_I_sI_o_N_s _________ ....1 ____ .:.;M;:.;JS:.i... ___ 1::;2/;.:2::~/;.:H::.IL.. ______________ ...__s __ E_z_u_F_3 _ _. ~ ">' t • I 1 I 't-', ~· t 8' 6' 2' g i---_______ _::___ _______ _-.J_ __ --=-~ TRENCH WIDTH REPLACE wrrH rTHICKER AC.SECTIONS.THAN EX. A.C. SECTION (COMPACTION S6X MINJ 6' MIN. 6'MIN. -- OJJ.(P/PE BMREU -- TRENCH SHEETING OR SHORING __,/ / IF USED ____,,/ UNDISTURBED SOIL, TYPICN.. ~ i:o f'-(J' I~ ·1 t [Sli: ""C, ~ 8~ tavi V)~ :s~ c., a._ 13 i:o "' ~ 0.4 OJJ. TRENCH DETAIL N.TS. 2:X2'X6' THICK CONCRETE PAD 17. MIN. SLOPE 2" AIR/VACUUM DETAIL NOT TO SCALE GENERAL NOTES I. ALL COPPER FITTINGS SHN..L BE SILVER SOLDERED. 2. PAINT COVER INSIDE AND OUTSIDE WITH TWO COATS 'WHffE' GLOSS ENAMEL PAINT. 3. REINFORCE CONCRETE SLAB wrrH W/.2 X W/.2 WELD WIRE MESH. 4. ASSEMBLY SHALL BE LOCATED SO AS TO HAVE THE MIN. IMPACT ON PEDESTRIAN TRAFFIC. USE 'N..TERNATE ORIENTATION' IN SIDEWALK AREAS. WHERE SPACE PERMffS, SET IN BACK OF SIDEWALK. FOR N..TERNATE ORIENTATION, REFER TO STD-515-L 3 5. AIR RELEASE, AIR VACUUM OR COMBINATION VALVES SHALL HAVE 316SS FLOATS AND INTERNAL PARTS, SS <;JASE BOLTING, NSF61 SCOTCHKOTE 134 FUSION BONDED EPOXY 12 MIL (DFT) COATING INTERNALLY AND EXTERNA.f=L Y, AND BE HOLIDAY TESTED. 9 5 7 0 0 0 0 ® © 0 0 0 NOTES: I. 2 3 4 . 5. 6. TRENCH WIDTH SHALL BE OJJ. • 12' MINIMUM,OR OJJ.• 20' MAXIMUM,/NCLUD/NG THICKNESS OF TRENCH SHORING OR SHEETING. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306--13,EXCEPT THAT RELATNE COMPACTION SHALL BE 90 PERCENT MINIMUM. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHN..L SUBMff TO THE ENGINEER FOR APPROVN..,DRAWINGS wrrH SUBSTANTIATING ENGINEERING CN..CULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQU/VN..ENT TO THAT PROVIDED IN THE CONTRACT. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2./, EXCEPT THAT, (A! CLASS /OO-E-100 SLURRY MAY BE SUBSTff/JTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. (BJ HAUNCH BEDDING SHALL BE HAND TAMPED TO 90X RELATIVE COMPACTION MINIMUM FOR PVC.RPM, HOPE.AND ALL OTHER FLEXIBLE PIPE INSTN..LATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE- SPRINGUNEJ MAY BE COMPACTED CONCURRENTLY WffH THE BACKFILL. RESTR/PE BIKE LANE UPON COMPLETION OF PROJECT ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT, /AJ ASPHN..T CONCRETE SHALL BE PLACED IN UFTS NOT TO EXCEED 4' THICK. (BJ APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEN.. THE CONTACT JOINT AND £UM/NATE PAVEMENT DEPRESSIONS WffHIN ONE FOOT OF THE CONT ACT JOINT. AIR/VAC CONSTRUCT/ON NOTES INSTALL 12', 10 GUAGE STEEL VENTED PIPE COVER. WELD ¼" PLATE TO TOP, PROVIDE 4 ANCHOR LUGS AT BOTTOM, HOT DIP GALVAN/EE AFTER FABRICATION THEN PAINT. AIR HOLES HAVE A ¾" DIAM,ETER 2' AIR /JWD VACUUM RELIEF VALVE, APCO MODEL NUMBER 143C.2 OR 145C.2, dR CRISPIN UL/0 OR UL20 INSTALL VALVE BOX COVER AND RISER PER STD-51/-L INST ALL 2' COPPER TUBING TYPE 'K' INST ALL 2" 90' WROUGHT COPPER ELBOW INSTALL 2' BRONZE BALL VALVE, JONES J-1995 WITH J-190/W N/JT INSTALL BRONZE DCUBLE STRAP SERVICE SADDLE, JONES J-979 OR FORD FV0/8 wrrH I.P. THREAD INSTALL 2" CORP. STOP, IP THREAD INLET X FIP OUTLET, JONES J-/500 INSTALLWROUGHT FEMN..E ADAPTER. /COPPER X FEMALE NPT! @ INSTALL,½" DIAMETER STAINLESS STEEL ANCHOR BOLTS SET IN CONCRETE SLAB 0 INSTALL 2" THREADED BRASS NIPPLE, MIP, METER FLANGE ONE ENO @ INSTALL¼" DIAMETER STEEL ROD HANDLES. FILLET WELD TO TOP COVER PLATE @ INST ALL' 2" SCHEDULE 80 PVC THREADED NIPPLE, MIP, METER FLANGE ONE ENb C-3468 1/14/02 ADD GENERAL NOTE NO, 5 TO APPROVED UNIVERSITY DRIVE 16-INCH AIRIVAC DETAIL ZONE Ill WATER MAIN IMPROVEMENT DETAIL SHEET z "' ca N DATE BY DESCRIPTJIJ,I DESIGNED DRAw'N r APP'□ CITY OF NEWPORT BEACH W-5288-S w AC AC w I ~ REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 ul MJS 12/20/01 ~ ii: