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PROJECT LOCATION Pt, PA.CJF; 'Q VICINITY MAP C NOT TO SCALE SXMBQL I fGfNP • 0 'CJ' D POWER POLE MANHOLE FIRE HYDRANT METER BOX ~ VALVE POWER POLE ANCHOR t), MONUMENT -x-x-x-FENCE 0 oa ---- ----- ---<t--- ----s---- --W-- -G-- --E-- -TEL- -TV-- -s-- BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CAB LEVI SIO N LINE SPRINKLER SYSTEM STREET LIGHT Underground Service Alert BASIS OF BEARING: Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG LNl\,ffiS n' f"-111; Cl1Y OF IRVINE U.C.I. ABBRE\IIATIONS ACP B.C. C.B. It. D.1.P. E E.C. E.C.R. EXIST. G G.B. INV M.J. P.C.C. PROP. s S.C.E. S.D. S.F.M. STA. ST. LT. ST. STA. TELE V.C.P. w ASBESTOS CEMENT PIPE BEGIN CURVE CATCH BASIN CENTERLINE DUCTILE IRON PIPE ELECTRIC END CURVE END CURB RETURN EXISTING GAS GRADE BREAK INVERT ELEVATION MECHANICAL JOINT POINT OF COMPOUND CURVATURE PROPOSED SEWER SOUTHERN CALIFORNIA EDISON STORM DRAIN SEWER FORCE MAIN WATER LINE STATION STREET LIGHT STREET STATION TELEPHONE VITRIFIED CLAY PIPE WATER BALBOA ISLAND LOCATION MAP NOT TO SCALE PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH BAYSIDE DRIVE / MARINE AVENUE PRV STATION RELOCATION PROJECT C 3418 APPROVED: c;::;. wU PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED: UTILITIES MANAGER R.C.E. 25553 EMERGENCY TELEPHONE NUMBERS AGENCY DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (714) 634-3028 (714) 634-3129 SOUTHERN CALIFORNIA EDISON COMPANY (BOO) 611-1911 (800) 611-1911 PACIFIC TELEPHONE COMPANY (714) 666-5711 611 CITY OF NEWPORT BEACH (UTILITIES DEPT.) (949) 644-3012 (714) 644-3717 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY (714) 593-7625 ~ 714~ 593-7625 COMCAST CABLEVISION ~714~ 334-9897 714 338-2051 COX CABLE 949 546-4100 ~ 949~ 546-4100 UNDERGROUND SERVICE ALERT (BOO 422-4133 BOO 422-4133 CITY OF NEWPORT BEACH STANDARD DRAWINGS TRENCH RESURFACING PIPE BEDDING ANCHOR BLOCK DETAILS TYPICAL OFFSET & SLEEVE COUPLING THRUST BLOCKS VALVE BOX COVER ANO RISER PRESSURE REDUCING STATION PIPE SUPPORT ASSEMBLY STD-105-L STD-106-L STD-506-L STD-509-L STD-510-L STD-511-L STD-521-L STD-522-L DATE: P\-0<-) 2 '3 2-co I DATE: SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET, VICINITY MAP, LOCATION MAP, AND 2 PLAN STA. 10+00 TO STA. 15+ 79± 3 PROFILE STA. 10+00 TO STA. 15+ 79± 4 VAULT SECTION AND DETAIL 5 TRENCH DETAIL AND SECTIONS 6 TRAFFIC PLANS NOTES GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1997 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF WATERLINE . 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL NEW EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AITTR COMPLETION OF PIPELINE BACKFILL AND COMPACTION. 8. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT AND UTILITIES DIVISION 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (714) 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE ANO COMPARABILITY WITH EXISTING CONSTRUCTION. 10. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN 11. 12. 13. 14. 15. DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 10 ABOVE FROM CAL-OSHA. ALL STORM DRAIN, SEWER AND WATER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L. DUCTILE IRON PIPE AND FITTINGS SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL TIGHTLY TAPED POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORD WITH CITY OF NEWPORT BEACH STD-510-L. WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISHED SURFACE. 16. ALL CONCRETE SHALL BE 560-C-3250. 17. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CITY OF NEWPORT BEACH STD-314-L. 18. THE CONTRACTOR SHALL INSTALL ON THE PVC WATER MAIN A 10 GAUGE INSULATED TRACING WIRE PER INTRUCTIONS FROM UTILITIES REPRESENTATIVE. 19. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT (714) 644-3106. 20. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 21. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 22. FLEX ANO TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 23. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 24. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 25. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED 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 STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 26. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. 27. ALL MECHANICAL JOINTS SHALL HAVE RETAINER GLANDS. C -3418 BENCHMARK: ORANGE COUNTY SURVEYOR OfESS/ ,-1110 ,,,,. 1! APPROVED BY: APPROVAL RECOMMENDED: ~~~ CITY OF NEWPORT BEACH BAYSIDE DRIVE / MARINE AVENUE PRV STATION RELOCATION PROJECT 118 W. LIME AVENUE MONROVIA, CA. 91016 (818) ~7-~ -m No. 43288 43296 CIVILTEC ENGINEERING, INC. RCE DATE BY DESCRIPTION DATE REVISIONS ENGINEER NO. 46214 DATE. ,a •O' APP'D DESIGNED: CFO DRAWN: MSB CHECKED: DATE: GBJ 05 08 01 R.C.E. 22.045 DATE: Mq,::j 9, 2.001 TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W -5284-S SHEET 1 OF 6 l) ...Q. ! ~ \I :,, ~ ~ ~ 0 en w z ~ r_,J :, Ill I±! ~ 0 w J: ~ ~ ~ . ~ ~ "' m t, lli :::, □ D cc 0@ er " (L 0 u ~ .,: "' w 0 I SCALE 1 "=20' STA. 11+01± ,. _ .• • • INSTALL PVC 1" CONDUIT w/2 J20v ...._ :,, ..._ •••• •.. • CIRC:UTS # 1 0 WIBE . . . . . ~ STA. 10+00 CONNECT TO EXIST. 18" RCSCP W/ 18" BUTTERFLY VALVE STA. 10+06± 18" MJ go· BEND PExPE (WELDED) INSTALL THRUST BLOCK PER STD. DWG. #510-L-A w/ BUTT-STRAPS CUT & PLUG EXIST. 1 8" RCSCP FILL W/1-SACK CONC. SLURRY LURRY -t,~ MATCH LINE BELOW MIDDLE '· J1 STA. 15+66± 12"-45" MJ BEND .; i DECORATIVE WALL W/UNI-FLANGE SERIES 1300 PIPE RESTRAINT & CONC. THRUST BLOCK INST. 1" APCO 143c AR/AV PER CNB STD. 515-L 12" PRV WITH 8" BY-PASS ---+~ 3' '; ......... SEE DETAIL ON SHT. 4 "' EXISTING 5000 :~~~R:~::ETW:~~~ , ,,."- 2 '~M,,,IN;..J, ----::cS::=-~-li CONDUIT. RE-ROUT AROUND NEW .·• j ,. __ _ VAULT , INSTALL TWO PARKWAY ~-•----~·"·'~-,~,l"'·"'"''·w HAND HOLES i 4'R A. 11+42± f1 Q"Xl 2"X8" FE .. i: ' "j SEE SHT. 4 / jj ~:~~---,>. EXIST. 24" WATERLINE L. _; 23' W/0 CL _ /W-...,.._ ____ (7w'. .~.,-, •.• : ,.,,.-4,s>'!,1's, ---~~-..... STA. 11 +62± !NSTAIL .MYERS SECURE CABINET i:~\(~~~ --ll-'El-"EHl1"'5•-®l"~--4~~X~£:ii:'~;,;&i~_t~n **CONNECT TO EXIST. 24" PIPE ' N OCJ ' tO INST. 16" MJ B'FLY VALVE MJxMJ W/CONC. Ar--jOHOR BLQGK .. _·. •• PER CNB STD. 510-L-D VALVE CAN & COVER PER CNti;l ST0.-51.1-~•· BAYSIDE \ GO OVER EXIST. \ 24" WATER UN EXIST. PAC BELL 33'+± S/0 CL EXIST. EDISON CONDUIT 33± S/0 CL EXIST. SO. CAL. GA 24'± S/0 CL NOTE: STA. 12+26± 16 MJ 9Q" BEND W RESTRAINING GLAND W/UNI-Flft.NGE SERIES 1300 PIPE : RESTRAIN~ & CONQ .. ,,JHRUST _ElLQCK .· y ,= . • i?l::oR STO: P'fiGJf3'.fJ2:'-L '-::A •. ..... ... ... 1J .... SEE HT. 3 • -,., .. , .. _-____ ,,_ - EXIST. 18" SEWER VARIES EXIST. LIGHTING CONDUIT 32± S/0 CL REPLACE DAMAGED TRAFFIC LOOPS AS REQUIRED (TYP.) . 223'±.-QF FO.f< .. PROFIL.E: . EXIST. PAC. BELL CONDUIT 16'± S/0 CL STA. 14+49± 16"x12" DI TEE, FExFExFE SEE SECTION D ON SHT. 5 1. NEW LOOP DE:.TECTORS SHALL BE 6'x6' OR TYPE E CIRCULAR WITH 1 a· SPACING IN THE DIRECTION OF TRAVEL & CENTERED IN THE LANE UNLESS SHOWN OTHERWISE. EXTEND LIMIT LOOPS 2' INTO CROSSWALKS. • ··15"x12" MJxFE 'R BUCER ·4v. • ' -\ ·-.i, \ ··,\ \\ "\ . ~· l ........ _;, "' I 5 ¾~--// ';,> ' • / • 'v11-· .. ~--. -~--... _ ~ • . • • '1'/iy ', \ l :, \ . . '. -- ! L~ -· '. , ... .,, '\_ REMOVE EXIST. VAULT VENTS .. CONNECT' TO EXIST. 12" D.1.P. STA'. 15+ 76± 1.l"-,45· MJ BEND )¥/UNI-FLANGE SERIES 1300 PIPE -'"RE,STRAINT & CONC. THRUST BLOCK ) Rt'.R STD. DWG # 510-L-A STA. 15+79± CUT, PLUG & ABANDON-+--........_ EXIST. 12" A.G. PIPE IN PLACE **CONNECT TO EXIST. 12" B.F. VALVE R/w~._ __ _j EXIST. 8" SO. CAL. 12'± N/0 CL R/111 GAS C, ;--' 7J. ~ . fT1 tz C fT1 BALBOA BRIDGE I Underground Service Alert Coll: TOLL FREE 1-800 I 422-4133 TWO WORKING DAYS BEFORE YOU DIG PLANS PREPARED BY: • ·-::-. ."·i. ,·-.; • • • • engtneerzng znc. I \ ·.·_·_ ~<' \, • MATCH LINE ABOVE RIGHT Civil and Environmental Engineering, Planning and Construction Management 118 West Lime Avenue Monrovia,Ca. 91016 Phone: (626) 357-0588 Fax: 626) 303-7957 No.ol32H APPROVED BY: ** SPECIAL NOTE: APPROVAL RECOMMENDED: I ES ENGINEER .. L NO. 46214 DATE: '$-o"b•OI DESIGNED: DRAWN: CONTRACTOR TO POTHOLE EXIST. 24" , 18" AND 12" WATER LINE BEFORE BEGINNING CONSTRUCTION TO VERIFY DEPTH AND LOCATION. C -3418 CITY OF NEZORT BEACH BAYSIDE DRIVE MARINE AVENUE PRV STATION R OCATION PROJECT SITE PLAN DATE BY DESCRIPTION .,_ i,..,, ,r,✓-:,....."-"---·-43296 -sl--i lllll---...L.-....L-------------...L---f==as;--"'--''-l,c APP'D CITY OF NEWPORT BEACH W -5284 -S CFD MSB CHECKED: DATE: PUBLIC WORKS DEPARTh\ENT SHEET 2oF 6 CIVILTEC ENGINEERING, INC. RCE DATE REVISIONS GBJ 05 OB 01 0 0 00 CD 07 = T " w z _J i i " 10+00 ~ ---~-'--~=--- i r i i i CONTRACTOR TO REMOVE EXIST. 16" CML & C AND BACKFILL PER TRENCH DETAIL ON SHEET 4. r L -l C I 11 +00 ' ' I SE[ SHT 4- FOI V4.ULT DT o_ co -ti 0 LO O>_ .,., + II . --+: ' Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG fr'. 0 ,W 0 ' _J/J_ ?;; m ' <.,-l " 1· ' It -i .. L_:_L 12+00 PLANS PREPARED BY: CIVILTEC . . . engineering znc. Civil and Environmental Engineering, Planning and Construction Management 118 West Lime Avenue Monrovia, Ca. 91016 Phone: (626) 357-0588 Fax: (626) 303-7957 " ' " i ! I i --, ' 13+00 r .. .L. t_ -i " i ----~-,. -·-··-- ·1--- - --' : 7-=-~+-. --!---~ ,- ' " i : -J S=0.004 ' -I. - ' ' ' ' ' i i =,~ ,· r --',---y. 14+00 APPROVED BY: . --I - i ' " i .) -- t .. ' "' Ii-: -~ - " tj~ : 1-=_ - " _;Nb ~ i f w· >i --.d r J! Wi -:--~-:- ' '-' s=: I --. -J 15+00 APPROVAL RECOMMENDED: S NGINEER NO. 46214 DA TE: :, -o'f, •c, 1 I " DESIGNED, DRAWN, DATE BY DESCRIPTION APP'D CFO MSB '-ii;,,.,f:1'~1:;;·'-'-'""ri~ir,a;;-ii,,,,,,,,,,· =,........_---.,c,;s---4,.;3~2""9~6'----"Si"-/'a-,/~11 I ... _ .... __ ....._ ______________ _. __ tcHwE"c"'K"ED"-,~--"--t,;D"'AT"'E": -=~-; CIVILTEC ENGINEERING, INC. RCE DATE REVISIONS GBJ 05 08 01 :-i ')" ,•a·: 1•· - iD ~- ,,_,_,"-,_---ii,~;--r. ,~--e, • t, I _,• _J I I O 0 c.,: s:; 0 I- .. -1-- -tf ITT' • _-,~, - :: . % EX 1f" ~C 16+00 C -3418 CITY OF NZORT BEACH BAYSIDE DRIVE MARINE AVENUE PRV STATION R OCATION PROJECT PROFILE FROM STA. 1O+OO.O TO STA. 15+79± CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W -5284 -S SHEET 3 OF 6 -0 0 Cc " Cc m ,n 0 -a., g 0 -'" ro ~ "" e: N "-' ~ :, ITT ~ ~ ui w o_ ffi m 0 r m 3 _:=,._~ n q 0 ~ -0 ' q 0 <n ~ <n z « ~ c_ IT ~ ~ « "' / " 0 - 0 / ~ CONSTRUCTION NOTES: 0 16" DUCTILE IRON TRANSITION COUPLING, DRESSER OR APPROVED EQUIVALENT. ® G) 0 ® ® 0 ® @ @ @ @ @ @ @ @ @ @ @) @ @ @ @ @ @ @ @ @ @ @ ® @ @ 16" D.I. PIPE SPOOL, CLASS 350, FExPE. 16"x12" D.I. REDUCER, FExFE. 12"x12"x12u D.I. TEE, FExFExFE. 12" D.I. BUTTERFLY VALVE, FExFE, K-FLO MODEL, W/ HANDWHEEL OPERATOR, O.A.E. 12" D.I. PIPE SPOOL, CLASS 350, FExPE. 12" D.I. Fl.EX COUPLING, DRESSER OR APPROVED EQUIVALENT. PIPE RESTRAINT HARNESS ASSEMBLY. HEAVY ANGLE OR "U-SHAPED" DUCTILE IRON LUGS (PREFERRED) WELDED TO SPINDLE PIECES. PER CITY OF NEW PORT BEACH STD.-521-L. 12" PRESSURE REDUCING VALVE, FExFE, CLA-VAL MODEL 90G-01 BSY KC KD, CLASS 150, WITH Xl 01 VALVE POSITION INDICATOR. (CITY TO FURNISH) NOT USED 12" D.I. PIPE SPOOL, CLASS 350, FExFE. 1 1 /2" COUPLING, 1 1 /2"x1" BUSHING AND PLUG. 12" UNI-FLANGE ADAPTER, SERIES 400, 0.A.E. 12"x 12"x8" D.I. TEE, FExFExFE. 1 B"xl 2" D.I. REDUCER, FExFE. 18" D.I. PIPE SPOOL, CLASS 350, FExPE. PRE -ASSEMBLED INSULATING FLANGE, TYPE 1-E. 8" UNI-FLANGE ADAPTER, SERIES 400, O.A.E. 8" D.I. PIPE SPOOL, CLASS 350, PExPE. s"-90' D.I. BEND, FExFE. 8" D.I. PIPE SPOOL, CLASS 350, FExPE. 8" D.I. BUTTERFLY VALVE, FExFE, K-FLO MODEL, W/ HANDWHEEL OPERATOR, O.A.E. 8" PRESSURE REDUCING VALVE, FExFE, CLA-VAL MODEL 90G-01 BSY KC KD, CLASS 150, WITH X101 VALVE POSITION INDICATOR. (CITY TO FURNISH) 8" D.I. FLEX COUPLING, DRESSER OR APPROVED EQUIVALENT. 12"x811 D.I. REDUCER, FExFE. ADJUSTABLE PIPE SUPPORT ASSEMBLY PER STD-522-L. 16" DIA. x 6" WALL PENETRATION WITH "LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR SPACING BETWEEN PIPE O.D. AND ROUND, SLEEVE LINED, VAULT OPENING. CAST SLEEVE IN PLACE WITH VAULT. 12" DIA. x 6" WALL PENETRATION WITH "LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR SPACING BETWEEN PIPE O.D. AND ROUND, SLEEVE LINED, VAULT OPENING. CAST SLEEVE IN PLACE WITH VAULT. STANDARD VAULT LADDER PER STD-530-L. 8" D.I. PIPE SPOOL, CLASS 350, FExFE. 9" DIAMETER SUMP HOLE WITH ALHAMBRA FOUNDRY SUMP GRATE PER CITY STD. 521-L. 1 1 /2" COUPLING, 1 1 /2"x1" BUSHING, PRESSURE GAUGE (0-250 psi) WITH ASSOCIATED 1" & 1 /2" GALVANIZED STEEL PIPE & FITTINGS. 1 1 /2" COUPLING, 1 1 /2"x1" BUSHING, PRESSURE GAUGE (0-150 psi) WITH ASSOCIATED 1" & 1 /2" GALVANIZED STEEL PIPE & FITTINGS. @ ASSOCIATED QUIKSET 8'x14'x9' DEEP VAULT SERIES NUMBER 950 WITH QUIKSET "E" STYLE BOLT DOWN COVER AND LADDER WITH BEAMS AS REQUIRED. 8" P.V.C. PIPE. 8"-90" P.V.C. ELBOW. 8" P.V.C. AIR VENT STACK PER ARMORCAST PRODUCTS MODE. NO. U8SRPK, O.A.E. LOCATE AS PER DIRECTION OF CITY INSPECTOR. INSTALL 6" STEEL BLIND--- FLANGE, CL. 150. STEEL PIPE CML & CMC. NOTE: 6" 6" TYP. FIELD JOINT -TO BE MORTARED BY HANDTOOL IN FIELD. COAT ALL EXPOSED METAL WITH 1 /2" THICK CEMENT MORTAR. TYPICAL HAND HOLE NOT TO SCALE DETAIL® NOTES: 1. THE CONTRACTOR SHALL INSTALL THE CATHODIC PROTECTION SYSTEM INCLUDING, BUT NOT LIMITED TO, INSULATING JOINTS, ANODES, WIRE LEADS, AND TEST STATIONS. 2. TEST STATIONS SHALL BE LOCATED, IN ORDER OF PREFERENCE. AND ADJACENT TO INSULATING JOINTS. 3. ANODES SHALL BE 32-LB. DOW GALVO PACK, OR APPROVED EQUAL. 4. ANODES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING CONDITIONS: a. A MINIMUM DISTANCE OF TWO FEET (2') CLEAR FORM THE WATER MAIN. b. A MINIMUM DISTANCE OF FIVE FEET (5') CLEAR FROM EACH OTHER c. VERTICALLY OR HORIZONTALLY d. ON EITHER OR BOTH SIDES OF THE WATER MAIN e. WATERED PRIOR TO BEING COVERED WITH SOIL f. NESTED AGAINST, AND COVERED WITH A MINIMUM OF SIX INCHES (6") SOIL, AND A MINIMUM COVER OF THREE FEET (3') FROM FINISHED GR 5. BOND WIRE SHALL BE 8 GAUGE, THHM, 600V, BLUE SOLID 6. WIRE LEAOS SHALL BE 12 GAUGE, THHN, 600V, BLUE STRANDED 7. WIRES SHALL BE CONNECTED TO STEEL PIPE WALLS USING A THERMITE WELDING METHOD 8. CONNECTION OF TWO (2) WIRES SHALL BE DONE BY USING SOLDERLESS CRIMP CONNECTORS. WHERE THREE (3) OR MORE WIRES ARE CONNECTED, A SPLIT BOLT CONNECTOR SHALL BE USED. A DIRECT BURY SPLICE KIT -3MDBR OR EQUAL MAY BE USED FOR A THREE (3) OR FOUR (4) IRE CONNECTION. 9. THE JOINTS OF CEMENT-MORTAR COATED AND ENAMEL/DIELECTRIC UNDERCOATED STEEL MAIN SHALL BE COATED WITH A DIELECTRIC COATING UNDER A MINIMUM ONE-INCH (1 ") THICK CEMENT-MORTAR COATING 10. INSULATING JOINTS SHALL HAVE THE DIELECTRIC COATING EXTENDED A MINIMUM OF TWO (2) PIPE DIAMETERS ONTO ADJACENT NON-STEEL PIPE 11. THE CEMENT-MORTAR COATING REINFORCING WIRE SHALL: a. NOT COME IN CONTACT WITH THE STEEL PIPE WALL b. OVERLAP THE ORIGINAL CEMENT-MORTAR COATING A MINIMUM OF TWO INCHES (2") ON EACH EDGE OF ADE ' 0 I en - "' ~ I . - ' '@-' "' 0 I I .,. "' -251 ' "' Ii r I I 2'-4" ' 0 I N 1 s'-0" 14'-0" ~ • I f"l - 2'-0" "' I . ---... -,"\ -@ 18 19 ~ I :.,. -I-- -<-- ' -' "' "' I I ·.., :.,. ~ i; a @ @ -I . - . -- ' I 0 I .., ~ -ANODE TEST STATION 18" STEEL PIPE 7 2'-0" --I I ~ ~r-J-~ ,+-----,'-----___,// - -----___ ,_ 17 K ANODE l - 1 I \. -~ - L..-( ANODE ) 12. THE CEMENT-MORTAR COATING ON WELDED JOINTS SHALL OVERLAP THE CEMENT-MORTAR COATING REINFORCING WIRE BY A MINIMUM OF TWO INCHES (2") ON EACH END THESE THREE SECTIONS TRAFFIC LOADED BILCO BOLT DOWN THESE TWO SECTIONS BILCO HINGED .DOO S - 1 16" P.V.C. PIPE QUIKSET "E" STYLE BOLT -~ DOWN PARKWAY STEEL COVER WITH BEAMS AS REQUIRED EXISTING CURB AND GUTTER '-------~·· .. · 0 REMOVE & RELOCATE EXSITING STREET LIGHT CONDUIT ' 0 I N LIGHT ..... ... . . • • •· .. ... • ., •- 4" CLEAR ' 0 I N 6 Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG .. z *' ::, •. CD 21 • I ' • <O . .. 9'-0" SECTION SCALE: 1 /2" = 1 '-0" PLANS PREPARED BY: . ' ' . . ·-.. • • : • :-:--: ·. GIVILTEC •. -.·.: <·-+' ••. _:: •. • • engineering inc. "" "0 '"" .... 0 D Q'" DD a o 37 EXISTING FINISHED GRADE 35 36 VARIES f-----l35 36 Civil and Environmental Engineering, Planning and Construction Management 118 West Lime Avenue Monrovia, Ca. 91016 Phone: (626) 357-0588 Fax:(626)303-7957 35 35 ofEss, )I ID 111'. .,. No. 43290 p. 03/31/ CJVl'- GIO CAI.I WATER TIGHT TRAFFIC LOADED WATER TIGHT 14'-Q" VAULT LID INSIDE DIMENSION VAULT PLAN VIEW DETAIL 1 SCALE: 1 /2" = 1 '-0" EXISTING P.C.C. SIDEWALK BILCO STYLE BOLT --~ DOWN PARKWAY COVER WITH BEAMS AS REQUIRED (THESE THREE SECTIONS) BILCO STYLE HINGED DOORS PARKWAY COVER WITH BEAMS AS REQUIRED (THESE TWO SECTIONS) EXIST. P .C.C. SIDEWALK 4 ' 0 I APPROVED BY: 2'-4" 6 ' 0 I " -------------------------------- 2'-0" 5 11 16 17 1 '-4" 26,J---< "~m27 ~-14 SCALE: 1 /2" = 1 '-0" C -3418 APPROVAL RECOMMENDED: CITY OF N:z;ORT BEACH BAYSIDE DRIVE MARINE AVENUE PRV STATION R OCATION PROJECT 1-----1----1-----------+----I ~~~~~~~~ i---:=-=-'--==-=..:::=::.::...:..-====::c...==:..::..=..:::.::...:.....;::..::c:..=....:=..::c-=--a Tl IES ENGINEER R .. E. NO. 46214 DATE: ':, -o"6 • o I DESIGNED: DRAWN: I DATE BY DESCRIPTION APP'D CFO MSB '---"'--.\" ~....._~._"' 43296 ::S -,/ t.'l/1---L-....L-------------....&..--l'"CH,.E"-CK"'ED""'": =..,7 "DA"°J"'E,--""""---t ~c"'1v;;.1L=TE~C,.-'!,,EN,,;.G=1,:;;NE::;.E""R::;.IN.,;;G;:., .;;;IN""C,;....----'-'a,R;;;CE="-=-:-DA,;,T=E REVISIONS GBJ D5 08 01 VAULT DETAIL AND SECTION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W -5284 - S SHEET 4oF 6 -u 0 rn " '° rn rn g u -w co u, D z z ru ►• :, ITT ro ITT "" w w [L "' w CJ w ~ I w ~ " i ~ z 0, I= "' = "" D --0 ' '° 0 <fl / <fl z 4 _j Q_ CI ~ ~ 4 cs, / " 0 --= / BLOCK PER STD. DWG. #510-L-B & UNI-FLANGE SERIES 1300 RESTRAINT 1 s'-0" 5'-6" 16" BUTTERFLY VALVE, FExFE W/ VAL E CAN ASSEMBLY PER STD. DW . #511-L & CONC. THRUST BLO K PER STD. DWG. #510-L-C EXIST. 24" WA ERUNE 24" CLASS 350, 6, 6 D.I. SPOOL - 3'-1" 24" CLASS 350, D.I. SPOOL VAL E ANCHOR PER CNB STD. 511-L 16 x16"x16" 0.1. TEE, FExFExFE & ONC. THRUST BLOCK PER STD. OW . #510-L-A CONTACT JOIN FINISHED SUBGRADE 24"-11.25" BEND, FExMJ WITH UNI-F NGE SERIES 1300 RESTRAINT & CONC. THR ST BLOCK PER STD. DWG. # 510-L-A ~-124" (D.l.x RCSCP) TRANSITION COUPLING <D T CAP END OF 18" RCSCP WITH M.J. PIPE CAP. I (2 PLACES) ~ EXIST. 18" R.C."~;E)='I\n PROTECT IN PLACE. I I I I I I 85% 24"-11.25" BEND, MJxMJ WITH UNI-FLANGE SERIES 1300 RESTRAINTS & CONC. THRUST BLOCK PER STD. DWG. # 510-L-A SECTION SCALE: 1 /2" = 1 '-0" 6) EXISTING LANDSCAPED PLANTER REMOVE UPPER 2' OF VAULT WALL AND VAULT DECK PER NOTE 2. PIPE 1-----,-.---FILL VAULT WITH CRUSHED AGG. BASE COMPACT TO 90% RELATIVE DENSITY. I I I-'---EXISTING VAULT IL _JI ' ~::~~~:;~~:V~ULT FLOOR. SECTION NOTES; 1. REMOVE AND SALVAGE EXISTING VALVES, PIPING AND RETURN TO THE CITY YARD. 2. REMOVE THE TOP 2' OF THE EXIST. CONC. VAULT, BACKFILL, AND MATCH EXISTING. EXISTING PRV VAULT DEMOLITION DETAIL SCALE: 1 \4" = 1 '-0" 12"x12"x12" D.I. TEE, MJxFE & CONC. THRUST BLOCK PER STD. DWG. #510-L-A ---- 12" R/W GATE VALVE, FExFE W/ VALVE CAN ASSEMBLY PER STD. DWG. #511-L & CONC. THRUST BLOCK PER STD. DWG. #510-L-C VALVE ANCHOR PER CNB STD. 511-L Underground Service Alert Call: TOLL FREE 1-800 1'"'-/0./ 422-4133 TWO WORKING DAYS BEFORE YOU DIG 12" D.I. PIPE, CLASS 350, FExPE 29'-0"± PLANS PREPARED BY: CIVILTEC ·,· • .. : '!I:. : :. .. • engr.neerzng znc. SECTION SCALE: 1/4" = 1'-0" Civil and Environmental Engineering, Planning and Construction Management 118 West Lime Avenue Monrovia, Ca. 91016 Phone: (626) 357-0588 Fax: (626) 303-7957 I 2'-0" MIN. _j 4-0,:'. u <( (.'.) z 0 0 w [ll O.D. (PIPE BARREL) 0 I w u 0.. z 0.. ::, <( <( I I (/) TRENCH SHEETING OR SHORING IF USED 70"-6"± MIN. 8' -6"± MIN. TRENCH WIDTH A.C. p VEMENT' . C. . 8. 6" MAX. MAX. ------ / c· , 6'-o" OPTIONAL EXCAVATION LINE . ' -,-, 1 -H. • "' 3/4 ' 0 I SPRING LINE UNDISTURBED SOIL, TYPICAL CONTACT TRENCH DETAIL NOT TO SCALE JOINT ----- , . NOTES 1. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT: 2 . 3. 4. A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT ANO FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. TRENCH WIDTH SHALL BE 0.0. + 12" MINIMUM, OR 0.0. + 20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 95 PERCENT MINIMUM . WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF THE PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 5. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1 .2. 1, EXCEPT THAT: A. CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. B. HAUNCH BEDDING SHALL BE HAND TAMPED TO 95% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS, WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRING LINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL. 6. CRUSHED AGG. BASE WILL CONFORM TO CLASS II 3/4" AGGREGATE BASE SPECIFICATIONS. 12" D.I. FLEX COUPLING, DRESSER OR APPROVED EQUIV. 12" D.I. FLEX COUPLING, DRESSER OR APPROVED EQUI ----- 12" D.I. FLEX COUPLING, DRESSER OR APPROVED EQUIV. (I) ID '1f'. ~ No.-03/311 12" D.I. PIPE APPROVED BY: G.V. , , s~,-~--, ,--•~~ ,-n·• ~ ''~'-""--'"-"''--"'' ~" ~-~~0 •"-·•-0•-·--~-• -••• _ ,-," -ll!!!ll----,----1-2'-' -0-.1-. -P-IP_E_, _C_LAS_S_3-50-,-PE_x_P_E_---11~ -~E:I:~. 12" D.I. PIPE 18' -0"± SECTION SCALE: 1 /2" = 1 '-0" APPROVAL RECOMMENDED: DRAWN; (9 C -3418 CITY OF NZORT BEACH BAYSIDE DRIVE MARINE AVENUE PRV STATION R OCATION PROJECT DETAILS AND SECTIONS Cly\\. OF CAI.\ DATE BY DESCRIPTION APP'D DESIGNED: \. .,__ t •i"r-r.::....>-'-1'""""--· 43296 ~-,/011---'---'--------------...... ---tc=~=E=cK=E=o-, -"cFDc.:....-1=-DA,..JE=-,-""'M'"'s"'-s---1 CIVILTEC ENGINEERING, INC. RCE DATE REVISIONS GBJ 05 OB 01 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W -5284 - S SHEET 5oF 6 ;". D ffi z ~ ru :, ITT -w j tt' ,r D w Im " i 2 ~ z~ • a_ ,- ' n lli .. :, n 0 ,r 0 Q a: ll' a_ 8 ~ -,: "' g w w z ~ ~ ui rn "-,r gill ~ " 5 :, -w_ ?:_ 0 0 ~· m C7 -si C m 0 > ~ "" ~ 7 ~ ~ " "' " 0 0 ' <D ·~ en / en z '" ' c_ er w ,_ -SC ,, / " 0 -~ / SCALE LANE CLOSER TAPER = 250' C20(RT) 350' <&1(~)°'' END CONSTRUCTION C13 O(LT or or ~R16 ~R17 SIDEWALK ~1(LT) END RIGl-lT LANE CLOSED ROAD WORK MUST USE TURN RIG R18-2 OTHER SIDE R49M C14 3 LEGEND • DEUNEATOR wq--::---:-:=-e-._--. ..... ·•--• -.-co,~-s•·-•••••2""'-·a • •·s--'---:s~~--~--~•---• -... . ---- 350' I I I F.A.S.) ---WORl< AREA (PHAS~_ I, G) , C27 ' \,w> \. ---~ \ \ F.A.S. AT START OF TAPER Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PLANS PREPARED BY, 'C13 ) .-.. ,' ~-.. CIVIlaTEC .. · • ··.,.:-· ... ' ,--. . eng1neer1ng znc. \ IN ADVANCE PER WATCH f,k. -~-"' ...... SCALE 1 "=40' BARRICADE (TYPE II) WITH WARNING LIGHT BARRICADE (TYPE 111) WITH WARNING LIGHT DIRECTION OF TRAVEL F.A.S. (FLASHING ARROW SIGN) FLAGGER F.A.S. AT START OF TAPER >,·;;- WORK lR{A (PHASE 'z,_5) .... ,,. __ J' 27 1:¼ :,:<, ~ s ~ L_• ---- C13 WORK AREA _ 11 ," ,(PHASE;,) ___ , _, ' •• __ : C30 C18 ._ I( ------·•·,-,,_ ... ... C27 WORK AREA (PHA5E Ilic) .._ R49M Rt;s F.A.S. \ \ C18 NOTES 1. It is the responsibility of the CONTRACTOR performing work on a City street to install and maintain the traffic control devices as shown herein, as well as any such additional traffic control devices as may be required to insure the safe movement ot traffic and pedestrians through or around the work areo and provide maximum protection and safety to construction workers. 2_ A C13 "END CONSTRUCTION" or C14 "END ROAD WORK" sign, as appropriate, shall be placed ot the end of the work zone_ 175' 3. Flashing warning lights are to warn drivers of approaching construction and steady burning lights ore to delineate the change of street alignment, and barricades are to protect the work area. All barricades shall be equipped with flashing/steady burn warning at night time_ All delineators shall be 36" or higher and equipped with white reflective sleeves at night time. 4. Flashing arrow sign shall be Type 1 per Sec. 5-05.4 of the cunrent Caltrans Traffic Manuol. Operote FAS in sequential arrow mode, 5. All barricades shall be type II or type Ill. 6. All signs and traffic control devices shall conform to the Work Area Trnffic Control Handbook (WATCH manual), 1996 edition. 7. The City of New Port Beach reserves the right to observe these traffic control plans in use and to make any necessary changes as field conditions warrant. Any changes shall supersede these plans and be done solely at the CONTRACTOR'S expense_ 8_ Working hours, normal working hours are limited to 7:30 a.m. to 4:30 p.m. Monday through Thursday and 7:00 a.m. to 3:30 p.m. on Fridays. 9. CONTRACTOR shall notify all affected residents and businesses five working days prior to construction_ Access to all driveways must remain open at all time. APPROVED BY: Civil and Environmental Engineering, Planning and Construction Management 118 WestLimeAvenne Monrovia, Ca. 91016 Phone: (626) 357-0588 Fax: (626) 303-7957 -..., ... 3, -1\~ ...... ,-..___43296-S,., [01 CIVILTEC ENGINEERING. INC. RCE DATE 10. 11 . 12. 13. 14. 15. 16. 17. 175' The CONTRACTOR shall maintain on a 24-hour basis all signs, delineators, barricades, etc,. to ensure proper flow and safety of traffic. No more than 500 feet of roadway shall be closed at a time. Upon completion of a phase, remove all signs and temporary striping installed for the completed phase unless indicated to remoin for the following phase. All lane closure signs shall be removed or covered when lanes are open. Signing may be mounted on wooden posts or portable supports unless otherwise indicated on the pion. CONTRACTOR shall obtain lane closure permits for any work in the City of New Port Beach. All temporary traffic control markings shall be per Caltrans Standard Specifications. \ SINGLE LANE TRAFFIC \ -. ------•. -: .. -:,;, Ill \ f 17 'WORK AREA I (PHASE 2, 5) / NIGHT WORK --~--~,,-- • S. -~ Five foot clearance shall be maintained between open excavation and adjacent moving traffic lane_ Open trench with less than five feet of clearance shall be steel-plated or back filled immediately after excavation. FLA(\GER -, .... 18. CONTRACTOR shall post temporary "NO PARKING" signs at appropriate locations at least 72 hours in advance. 19_ CONTRACTOR shall restore all traffic lanes at the end of each workday by placing skid proaf steel plates or hot mix temporary asphalt. Temporary asphalt shall be placed by roller machine. 20. CONTRACTOR will not be allowed to have more than one phase of traffic control in place at any one time_ APPROVAL RECOMMENDED C13 ... .... C30' APPROVAL RECOMMENDED C -3418 CITY OF ~E~ORT BEACH BAYSIDE DRIVERELO~INE AVENUE r~ ~mlN~L--P_R_V_S_T_A_T_IO_N ___ O_C_A_T_I_O_N_P_R_O_J_E_CT-11 ~ TRAFFIC CONTROL PLAN R.C.E. 2'204 DATE: '\'\o.::, 9,ZoO/ __ DA_J_E-+-BY-+------D-E_S_C_RI_P_TIO-N-------,1-A-P_P_'D-+.o"'E"'s1"'GN"'E"'D .. ,---r.D"'RA"'"'W"'N:----1 CFO MSB ("UTI ITIES ENGINEER L NO. 46214 DATE: !) -o,a .o I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W -5284 - S SHEET 60F 6 REVISIONS CHECKED: DATE: GBJ 05 08 01