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Home My WebLink AboutW_5268_S• .-, ' ''"¥ • EMERGENCY TELEPHONE AGENCY CAI. TRA~~S COX COMMUNICATIONS COMCAST CABLE SOUTHERN CALIFORNIA ED I SON CO. SOUTHERN CALIFORNIA GAS CO. PACIFIC BELL CITY OF IRVli\JE UNIVERSITY U.C.I. NUMBERS PHONE NUMBER (714) 954-0529 ( 7 I 4 l 425-2009 ( 7 I 4 l 285-2050 < 7 I 4 l 895-0246 < 7 I 4 l 634-3049 ( 7 I 4 l 666-5718 CI IY OF NEWPORT BEACH (UTILITIES) ( 7 I 4 l 644-30 I I UNDERGROUND SERVICE ALERT DIAL TOLL FRC:E l-800-422-4133 AT LEAST TWO DAYS BffORE YOU DIG UNDERGROUND SERV!GE ALERT OF SOUl HERN CALIFORN:A ( 7 I 4 J 644-3717 (800) 422-4133 APPROVAL RECOMMENDED: TRANSPORTATION AND DEVELOPMENT SERVICES (DAY l (NIGHT) CE 22045 CITY APPROVAL RECOMMENDED: OF NlEWPORT PUBLIC WORKS DEPARTMENT APPROVED BY: APPROVED BY: ~ ~ EV✓Po --~ () u ~~ -r C-3150-B DATE: PUBLIC WORKS DIRECTOR R.C.E.lli791 ' £1-.. -A.D~ DATE: UTILITIES MANAGER R.C.E.265.',3 PREPARED BY, ~ MI~M~030 DATE: '1-29-98 ■ MOFFATT & NICHOL ~ E N G I N E E R S BASIS OF BEARINGS/COORDINATES THE BEARINGS SHOWN HEREIN ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION G.P.S. 6284 AND G,P.S. 6288 BEINGS 40'03'53" E PER RECORD ON FILE IN THE OFFICE OF ORANGE COUNTY SURVEYOR. COORDINATES SHOWN HEREIN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM 1983 (CCS83l, ZONE VI, NAD83, (1991.35 EPOCH>. ALL DISTANCES SHOWN HEREON ARE CITY ENGINEER ~~ RCE 24967 GRID DISTANCES. TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCE BY COMBINED FACTOR 0.99997067, BJEACH ,--,, ' \ I • ,' ( I • ' . ' ' SHEET M.A. KRAMA No, 44030 Exp. 6-30-01 CIVIL //~ ~ = [ffj OJ) I} ts ;J JI BENCHMARK ORANGE COUNTY B. M, I J-52-73 ELEV"2.840 m (9. 316') YEAR ADJ•l976 VERTICAL CONTROL SHOWN HEREIN IS BASED ON NORTH AMERICAN GEODETIC VERTICAL DATUM 1929 (NGVD29l. ALL ELEVATIONS ARE REFERENCED TO THE ABOVE BENCIIMARK, LOCATED IN THE SOUTHWESTERLY CORNER OF A CATCH BASIN, 21.3 METERS SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES ON PCH AND 56.4 METERS EAST OF NEWPORT BOULEVARD SEPARATION STRUCTURE, 2 3 4 5 6 7 8 9 10 I I DAT[ ,r,-,, ....__,... ',, ,, -'\ ·,, ' \ ' \ ',,_ NEWPORT BAY CITY HALL l_OC A TION MAP NOT TO SCALE SHEET INDEX DESCRIPTION TITLE SHEET \ PROJECT LOCATION ABBREIVIATIONS, SYMBOLS, GENERAL AND CONSTRUCTION NOTES PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE DEMOLITION PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS BY REVISIONS C-3150-B W-5268-S APP'D SHEET I OF 11 -J Q 2 'a fu g ffi LL Cl U C 0 0 u w 0 J u ! ,j I I ., I .----------------------·------------------------------------------------------------------------------------------------------------------------, ABBREVIATIONS SYMBOLS AC ANSI AP ASME ASTM AWWA BEG BLVD CATV Cl !t CLR CML&C CNB CONST CP CPLG CSG DI E ELEV EXIST FLG FS FT, ' G GA GB HORIZ HP HVY HWY ID IN, ·' INV LT m MAX mm MIN MJ N NO, " NTS oc OD OG PCC PE PL PVC RCB RD REO D R/W RT s SCH SD SHT STA STD T TYP VERT w DIQAlr ~. ' ASPHALT CONCRETE (PAVEMENT) ASBESTOS CONCRETE (PIPE) AMERICAN NATIONAL STANDARDS INSTITUTE ANGLE POINT AMERICAN SOCIETY OF MECHANICAL ENGINEERS AMERICAN SOCIETY FOR TESTING MATERIALS AMERICAN WATER WORKS ASSOCIATION BEGIN BOULEVARD CABLE TELEVISION CA.ST I RON CENTERLINE CLEARANCE CEMENT MORTAR LINED & COATED CITY OF NEWPORT BEACH CONSTRUCTION CATHODIC PROTECTION COUPLING CASING DUCTLE IRON ELECTRIC OR EAST ELEVATION EXISTING FLANGED FINISHED SURFACE FOOT (FEET) GAS GAGE GRADE BREAK HORIZONTAL HIGH PRESSURE HEAVY HIGHWAY INSIDE DIAMETER INCH(ESl INVERT ELEVATION LE:FT METER(S) MAXIMUM MILLIMETER(Sl MINIMUM MECHANICAL JOINT NORTH NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER ORIGINAL GROUND PORTLAND CEMENT CONCRETE PLAIN END PLATE POLYVINYL CHLORIDE REINFORCED CONCRETE BOX ROAD REQUIRED RIGHT OF WAY RIGHT SEWER OR SLOPE OR SOUTH SCHEDULE STORM DRAIN SHEET STATION STANDARD -x-x-x- 0 OD b EXISTING VALVE FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT CONCRETE STREET LIGHT -CATV-CABLE TELEVISION LINE CENTERLINE ---G---GAS LINE --E--POWER LINE PROPERTY LINE ----S----SEWER LI NE --T--TELEPHONE LINE ------W-WATER LI NE TELEPHONE TYPICAL VERTICAL EMERGENCY TELEPHONE NUMBERS WATER OR WEST AGENCY PHONE NUMBER CAL TRANS (714) 954-0529 COX COMMUNICATIONS (714) 425-2009 COMCAST CABLE (714) 285-2050 SOUTHERN CALIFORNIA ED I SON CO. (714) 895-0246 SOUTHERN CALIFORNIA GAS CO. (714) 634-3049 PACIFIC BELL ( 7 I 4) 666-5718 CITY OF NEWPORT BEACH (UTILITIES) ( 7 I 4) 644-30 I I (714) 644-3717 UNDERGROUND SERVICE ALERT (800) 422-4133 BASIS OF BEARINGS/COORDINATES <DAY) (NIGHT) REMOVAL NOTESi ~ CUT AND REMOVE EXIST DISHED BULKHEAD. [D--CUT AND REMOVE EXIST PIPE. r-:;l_ ABANDON IN PLACE EX I ST 24" (610 mm) WATER MA IN L.:::'...J WITH CEMENT SLURRY (ONE SACK). r-:;l_ ABANDON IN PLACE EXIST WATER VAULT COMPLETE L.'_J PER DETAIL NO I ON SHT 9 CONSTRUCTION NOTESa 0-FURN I SH AND INST ALL 24' (6 IO mm) CML&C WELDED STEEL PIPE PER DETAIL NO I ON SHT NO I I. ,;\_ FURNISH AND INSTALL 24' (610 mm), 22"30' CML&C ~ WELDED STEEL ELBOW (PE). (;\ FURNISH AND INSTALL 24" (610 mm), 29'06' CML&C \...::.,;-WELDED STEEL ELBOW (PE). 0-FURNISH AND INSTALL 24" (610 mm), 38"52' CML&C WELDED STEEL ELBOW (PE). 0-FURNISH AND INSTALL 24" (610 mml, 49'57' CML&C WELDED STEEL ELBOW (PE). 0-FURNISH AND INSTALL 24" (610 mm), 61'30' CML&C WELDED STEEL ELBOW (PE). ~ FURN I SH AND INST ALL 24" ( 61 0 mm), 90' CML&C \y-WELDED STEEL ELBOW (PE). @---FURNISH AND INSTALL 24" (610 mm) BY 24" (610 mml BY 24" (610 mm), 90' CML&C WELDED STEEL TEE (FLGJ. @--FURNISH AND INSTALL 24" (610 mm) BY 20" (508 mml CML&C WELDED STEEL REDUCER (PE). CD-FURN I SH AND I NS TALL 20" (508 mm) STEEL TO CI TRANSITION COUPLING (PEJ. @-FURN I SH AND INST ALL. 24" (610 mm) BUTTERFLY VAL VE (FLG) COMPLETE PER DETAIL NO 2 ON SHT I I. 8--FURN I SH AND I NS TALL 12" (305 rrm) STEEL BL I ND FLANGE. @--FURN I SH AND INST ALL TEST BUl_KHEAD PER DETAIL NO 4 ON SHT NO 10. AFTER COMPLETION OF SUCCESSFUL PRESSURE TEST, INSTALL BUTT STRAP FOR 24" (610 mm) WELDED STEEL PIPE PER DETAIL NO 2 ON SHT 10. ~ FURNISH AND INSTALL BUTT STRAP AND COUPLINGS FOR ~ 24" (61 0 mm) CML.&C WELDED STEEL PI PE PER DETAIL NO 2 ON SHT NO 10. r,';\_ LAP WELD SLIP JO I NT FOR 24' (610 mm) ID, CML&C \:_y-WELDED STEEL PIPE PER DETAIL NO I ON SHT NO 10. & CONSTRUCT BRICK AND MORTAR CAP. ~ PROVIDE ADDITIONAL PIPE LENGTH BEYOND WHAT IS ~ SHOWN FOR FIELD FITTING. ~ FURNISH ALL BOLTS, WASHERS, NUTS AND GASKETS \'::::,/ REOU I RED. (:;;\ FURNISH AND INSTALL 2" (51 mm) AIR AND VACUUM ~ RELEASE VALVE ASSEMBLY COMPLETE PER CITY STD ~ FURN I SH AND INST ALI_ WET BARREL FI RE HYDRANT ~ COMPLETE PER CITY STD 500-L. (:;;\_ FURN I SH AND INSTALL 2" [51 mm) WATER SERVI CE ~ COMPLETE PER CITY STD 503-L. @-FURNISH AND INSTALL VALVE BOX COVER PER CITY STD PLAN 511-L. ~ CONSTRUCT CONCRETE THRUST BLOCK COMPLETE PER V-CITY STD 510-L-A. AS 515-L. BENCHMARK PLANS PREPARED BY: GENERAL NOTES: I , STATIONING AND TOPOGRAPHIC MAPPING ARE IN METRIC UNITS. PIPELINE DIMENSIONS ARE SHOWN IN DUAL UNITS W1TH ENGLISH UNITS SHOWN FIRST AND METRIC DIMENSION SHOWN IN PARENTHESIS. 2. 3. 4. THE CONSTRUCTION OF THE WATER MAIN AND ITS APPURTENANCES 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" 1994 EDITION AND SUPPLEMENTS AND THESE SPECIFICATIONS. STATIONING REFERS TO CENTERLINE OF PIPELINE AND STREET STATIONING REFERS TO CENTERLINE OF STREET. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES, INCLUDING THOSE PREVIOUSLY POTHOI.FD IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. 5. DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AND CAL TRANS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT 644-301 I AND CALTRANS CAN BE REACHED AT 954-0529. 7. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEMS• SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN 5 FT ( I, 524 m) IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7, ABOVE FROM CAL-OSHA. 9. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L AND THESE SPECIFICATIONS. 10. ALL D. I. FITTINGS, FLANGES, VALVES, COUPLINGS, AND APPURTENANCES SHALL BE LOOSELY WRAPPED WITH TWO (2) LAYERS OF POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY'S STANDARD SPECIAL PROVISIONS. I I. WATER MAINS SHALL HAVE A MINIMUM DEPTH OF COVER AS SHOWN ON THE CONSTRUCTION PLANS. 12. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 13, THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. 14. 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. 15, FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 16. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND FLANGED COUPLING ADAPTORS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. 17. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 18. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 19, AN ENCROACHMENT PERMIT HAS BEEN APPLIED FOR FROM CALTRANS. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A RIDER TO THIS PERMIT AND COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT. 20, THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. 21. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 22. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. 23. NORMAL WORKING HOURS SHALL BE AS FOLLOWS• 7•0D AM TO 6•00 PM MON-FRI 24. 25. 26. 27. 28. 8•00 AM TO 5•00 PM SAT CONSTRUCTION WORK HOURS WITHIN THE ROADWAY SHALL BE AS FOLLOWS• 9•00 AM TO 3•00 PM MON-FRI 9:0D PM TO 5•00 AM MON-FRI THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO STREET STRIPING, AND SIGNS. STREET STRIPING SHALL BE REPLACED IN KIND. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE MAINTAiNED FOR ALL PROPERTIES ADJACENT TO THE WORK. ALL UTILITY COMPANIES HAVING FACILITIES WITHIN THE WORK AREA SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PR I OR TO WORK. 29. CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORKS HOURS. 30. SAWCUT AND REMOVE EXIST PAVEMENT AS NECCESSARY. THIS INCLUDES AC, PCC, AND UNDERLYING REINFORCED CONCRETE PAVEMENTS. REPLACEMENT PAVEMENT SHALL BE CONSTRUCTED PER DETAIL NO I ON SHT 11. 31. ALL CONCRETE SIDEWALK, BIKEPATH, AND CURB & GUTTER DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. C·31S0·B APPHOVED 1;\ 24 • WATER TRAN SM I ss I ON REPLACEMENT 1 ~ DIAL TOLL FREE 11 ~ 1-800-422-4133 THE BEARINGS SHOWN HEREIN ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION G.P.S. 6284 AND G.P.S. 6288 BEINGS 40"03'53' E PER RECORD ON FILE IN THE OFFICE OF ORANGE COUNTY SURVEYOR. ORANGE COUNTY 8. M. I J-52-73 ELEV•2.840 m (9.316') YEAR ADJ=l976 11.....1111111..■ MOFFATT & NICHOL ■■-~E N G I N E E R S t----l---+-------------+--'~,.;i7T1~1NE~ R.C.E. NO. ◄6114 1---I_N_WE_S_T_C_O_A_ST_H_W_Y_AT_N_E_W_P_OR_T_B_L_V_D--i ~ ABBREIVIATIONS, SYMBOLS, ,._ _ AT LEA.ST TIYO cAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHE!Ul CALIFORNIA COORDINATES SHOWN HEREIN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM 1983 ICCS831, ZONE VI, NAD83, 11991.35 EPOCH>. ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. TO OBTAIN GROUND DISTANCES. DIVIDE GRID DISTANCE BY COMBINED FACTOR 0.99997067, VERTICAL CONTROL SHOWN HEREIN IS BASED ON NORTH AMERICAN GEODETIC VERTICAL DATUM 1929 CNGVD29l. ALL ELEVATIONS ARE REFERENCED TO THE ABOVE BENCHMARK, LOCATED IN THE SOUTHWESTERLY CORNER OF A CATCH BASIN, 21.3 METERS SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES ON PCH AND 56,4 METERS EAST OF NEWPORT BOULEVARD SEPARATION STRUCTURE. 3720 South Susan Street, Suite 200 Santa Ana,CA 92704 -..I': ,.,/ \ / n-_ /__ . _-f" (,,.(__;,c, -_ 1 : / I 4 / 98 Ml,,HAEL A. l<~ANI R. C. E. 44030 DATE 5/14/SB MAK &REVISED PER ADDENDUM NO. 1 '6~1/_<1 DATE ' "t· >,o-4'\<&_-__ CONSTRUCT I ON NOTES AND GENERAL NOTES DATE BY APP'D DESIGNED DRAWN CITY OF NEWPORT BEACH W-5268-S f-----'---__L_ ____________ __,__---+-----+-----I--------, CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 11 REVISIONS I -- I I ,--,---------------------------,-------------,---,---,-----:----,------------,-----------------------------------,-------,---,-----,----,-----,---------,------,----------,--------,---------------, ------------, ! 1 -1' --------..._____ ........ -----...__ EX I ST IO" -• (250 rnrnl _w\i• -\J STA 30+01.854 4L T 90' 00' 00" 0 0 0 0 OQ __ 001 + 10 .o. -.II.. 100 <I:> f-Z l/)- 30f00 ' :;------••"----;,-,,, __ _ --_I !. ' i -,- i +20 i .... \-. . " -•---, __ ,., -) -. ! • PiROFl!LE-LilNE '3 _, ____ $CALE , HOR I j I: 200 • L VERT -I: 50; +40 NOTE, STATIONING AND ELEVATIONS SHOWN • r_:~_-_..:.I • - I ! I 11,---,1 11 • I EXIST 9' X 5' 11 II 11 II !L . ll (2. 7 rnrn RCB SD 11 II 11 !I 0 11 II 0 11 ti Q 11 II 11 II 1-----.. _I l..._,-___ I • Q (.Q ' - 0 r-- 1'0 r-- N -,;::( -··d- f-O l/) > mz C) - +60 X I. 5 COAS;T ' ---! rnrln) i f ' ◄; -- 2i --: ' -----1 i '--------:2, f •~---,o•', ,_.,., • •· • • •' " ., .,. "-•-< i i .. --r i I l i-- . I - • ·c~<•-•·,~-•-·,••• ' i ' i ·------1 ' -i o ~--" " ••"--;--• c "°'") .... ,. •••• , ---+---• .,., •.. •. --•-~----•••-••••-•••---•••:-•-•• ••-•• ---• -. <• • • _',_ .-M•"i.,,_, •,,_.,_ J_ ~•• , ., ,,+, t •• •• .. O<. ';-AT 30+64, 4N ABAWOON )fOl?TION OF A STORM ORAIW '/f'AS 5NCOUN7E.REO. i Tf!E TOP lf'At /8H BELOff'-SU.RFAiCE. • RAN )2' AC;f?OSS /RENCH.i H'AS VO' ff/OE, 5( IIICl/i. • lf/Tfl :All 41 S/OE:5 8'1 1?,fl#r; CONelrE.TE;; H'AS -, • Pl?E// AOUSL Y/ OE'MOL_ j; Sf/EO !AT EAV'fl EN£?. -- ' PER 4AS-'cBU'IL T' NOTES ! r' '. , - ' • , I I ' ' -: i CONSTRUCTION NOTESg ! .. J i ' "i L -. L --~-·•--"•'· 0-FURNISH AND INSTALL 24 11 (610 rnm) CML&C WELDED STEEL PIPE PER DETAIL NO I ON SHT NO 11. _, .f / ; -1 / I / IN METRIC. . --, ' , I C. • 1 _____ ,.1~/-:""·-r--l,----t . ..;:: ,,_ __ ,.,~·.,,~-i. I·---.. -., -',<',/ i L "' ! i ~ --·--·-/ 4RT 61-' ".' M.A. KRAMA!-L ~ ~ No. 44030 . 6-30-ot CIVIL I •.- I ,-.. -! -[--:----------~------/+- ' I I .-;,/:>~. •. I .,, : l ----/-----)/~---'---·------+_-, ;cc--••&j-; --- ' --k .;.~---E:;:. ~ ,--·~···-· . -,;:- 1 :'" ,.{ .-~-"<><· • V • ( I I I ~-~'. --I / /,;; PLANS PREPARED BY: lllr...ollllllllr..■ MOFFATT & NICHOL ■■■""1!111 E N G I N E E R S 0- 0- 0- e- @)- FURNISH AND INSTALL 24" (610 rnrn), WELDED STEEL ELBOW (PE). FURN I SH AND INSTALL 24" (610 rnrn), WELDED STEEL ELBOW (PE). FURNISH AND INSTALL 24" (610 rnrnl, WELDED STEEL ELBOW (PEl. FURNISH AND INSTALL I 2' (305 rrml 22'30' CML&C 6 I ' 30' CML&C 90' CML&C STEEL BLIND FLANGE. FURNISH AND INSTALL TEST BULKHEAD PER DETAIL NO 4 ON SHT NO 10. AFTER COMPLETION OF SUCCESSFUL PRESSURE TEST, INSTALL BUTT STRAP FOR 24" (610 rnrn) WELDED STEEL PIPE PER DETAIL NO 2 ON SHT 10. FURNISH AND INSTALL BUTT STRAP AND COUPLINGS FOR 24 11 (610 rnrnl CML&C WELDED STEEL PI PE PER DETA I l NO 2 ON SHT NO 10. CONSTRUCT BRICK AND MORTAR CAP. PROVIDE ADDITIONAL PIPE LENGTH BEYOND WHAT SHOWN FOR FIELD FITTING. IS FURNISH All BOLTS, REQUIRED. WASHERS, NUTS AND GASKETS AS C-3110-B APPR VED 24' WATER TRANSMISSION REPLACEMENT IN WEST COAST HWY AT NEWPORT BLVD 3720 South Susan Street, Suite 200 Santa Ana.CA 92704 5/14/98 MAK fil REV i SED PER ADDENDUM NO. ----~-~-------+•~-~18~-~--- PLAN AND PROFILE A. 44030 5/ 14/98 DATE DATE BY REVISIONS APP'D DESIGNED XXX DRAWN XXX CITY OF NEWPORT BEACH W-8288-8 r-------j CHECKED XXX DATE 7/97 PUBL IC WORKS DEPARTMENT SHEET 3 OF I I . -: - i I I ,I I / ! / / l I ,, / / / I _/ i i /' ./ • I I i I j"'.' I , '.1 I / -_/ • i ' / , -··,· LIN SEE , • -, .. , ,•-"" " j_.., f?ER +60 3 3 I ~-t,=...,_ .~,,,..) ; ; ' ; / I \ ';_;,-;, , ::I ,, PROFILE-LINlE 3 • • 1 ' SCAjLE +~O HQRIZ V[RT I 1, 200 Ii, 50 I • \ ' :a,. ____ ,_~- ' ' ·---.. ---,. -~- 31t00 \ \ \ : (Y) ·o : ~ ' . , G>N '0 co + tj- :n- , <t > : 1--z : V)- --i . -coNCRE TE s TR(JCTURE , .• I I, (3. 35.J,m) FROM EXIST CURB \ PER 'AS~BUIL T" NO!ES • 1 . \ '· 53°53\,31\ E WTEE \ /,/~'"'CD CONNECT I ON / LINE3 I NE 4 \ )/ NOTE• STATIONING AND ELEVATIONS SHOWN IN METRIC. STA 3J+0'9.409,=' SJ.A 40+58..r 248 PLANS PREPARED BY: llt.....illllt..■ MOFFATT & NICHOL ■--~ E N G I N E E R S 3720 South Susan Street, Suite 200 Santo Ano,CA 92704 5/14/98 44030 DATE i - ! ' "'~" . ' ' ' -f ; i ' ' •·-'•~••" -•'-"••·,• ~•~-•~,•·-, '"'+-• -• l ; ' ! , ' i .. J .. . , ' ' • -••· • ._,., •. ,.~,---a ' ' i t • -i ,--- i ' CONSTRUCTION NOTES= 0- 0- 0-- 8)- @- @- FURN I SH AND INSTALL 24" (610 mm) CML&C WELDED STEEL PI PE PER DETAIL NO ON SHT NO I I. FURNISH AND INSTALL 24" (610 mm), WELDED STEEL ELBOW (PE). 22· 30' CML&C FURNISH AND INSTALL 24" (610 mm), WELDED STEEL ELBOW CPE). 6 I O 30' CML&C FURNISH AND INSTALL 24" (610 mm) BY 24" (610 mm) BY 24" (61 0 mm), 90° CML&C WELDED STEEL TEE (FLGl. FURNISH AND INSTALL 24" (610 mm) BUTTERFLY VALVE (FLGl COMPLETE PER DETAIL NO 2 ON SHT I I. FURNISH AND INSTALL TEST BULKHEAD PER DETAIL NO 4 ON SHT NO I 0. AFTER COMP LET I ON OF SUCCESSFUL PRESSURE TEST, I NS TALL BUTT STRAP FOR 24" (610 mml WELDED STEEL PIPE PER DETAIL NO 2 ON SHT 10. FURNISH AND INSTALL BUTT STRAP AND COUPLINGS FOR 24" (610 mml CML&C WELDED STEEL PIPE PER DETAIL NO 2 ON SHT NO 10. PROVIDE ADDITIONAL PIPE LENGTH BEYOND WHAT SHOWN FOR FIELD FITTING. IS FURNISH ALL BOLTS, REOU I RED. WASHERS, NUTS AND GASKETS AS FURNISH AND INSTALL WET BARREL FIRE HYDRANT COMPLETE PER CITY STD 500-L. FURNISH AND INSTALL 2" (51 mm) WATER SERVICE COMPLETE PER CITY STD 503-L. i I . C·3150·B APPROV D 24' WATER TRANSMISSION REPLACEMENT IN WEST COAST HWY AT NEWPORT BLVD • 46214 5/14/98 MAK ffi REVISED PER ADDENDUM NO. DATE PLAN AND PROFILE DATE BY DES I GNED XXX DRAWN XXX CITY OF NEWPORT BEACH W-5288-S f-------- REVISIONS CHECKED XXX DATE 7/97 P UBL IC WORKS DEPARTMENT SHEET 4 OF 11 "' ~ 0 ~ ::J "' u ui .:;, z ~ ~ ~ ~ 0 • " ~ z ~ ~ Q 2 ~ ~ " ii'. g " 8 ~ 4: 3 -2 -3: ' ' ' 0 0 0 <t> f-Z VJ- i , (X:L p + bo lq-0)' 's::r ~-·-,,--- I'-- yi> (:oz Q -:: ... ,. 7 --·-T ------------• • ---------~-----• ~ --------~ ..._____ N i 5' I 5' I 9' E [ --, ~---.. .... 28,, 95' (8. 824 ml ,• ,,· STA 40+08 .. 82'4 . >,,c:.~ ~(:... ·. ·••., _;/' . • / -<. ,· <;.(17, . • 0 '") , ·--.:..IC. , 04 ,, __ ., "'· __ ; ···-·---~ < ( /f ·,,,,..- ~~ _.,. /BEGIN LI NE 4 STA 40+00.000 1 i ' ' -i: (j) i (J)i fY) i + i oh s::r ro 1---<t: -l a - 1--+--VJ: > OJ l2: STA 40+31.691 £LT 29° 05' 35" 24" (610 rnmJ CML&C WtLDED ,STEEL Pl PE (PIPE TO iBE LAP WELDED UNLESS O~HERWISE STKTEDl r-~--7 ---1 ···"' -I ., -ir--1-11 11 ' II 11 H 11 fl J l II ii 11 lL ____ II. II II II I! II , II II . I/ 1-----1 I I I . ---77---_ EXIST 1 9 1 X 5 1 _,./ , 10 C2/7mXl.5ml RCB SD ' PRbFILE-LIN,E 4 SCA:LE H0RIZ VERT I: 200 I: 50 i I ~-'"~--:-. ----~' _._ ••• ,, I i _...!_ _______ --(;,---:~---- ' I I ' ' ' \ ' • • I • ' I ' _,__-% ".,,----i,-----\ "" ...... ,......... ', ' LINE LINE I 3 STA 31 +09. 409~ ~\ STA· 40+58',. 248 ~J i NOTE, \ \ \ PLAN ~-------, $CALE I , 200\ I I STATIONING AND ELEVATIONS SHOWN IN METRIC. ' STA 40+84. 332 £LT 38°51 1 34" i; '' ' ' ' I ' 4 3' 2 1 -2 -3 doNsrRucr 10N •• Nori:s:rl ! i ! , •• • ~ ~~~~~.s~t~°-P~~~ l:i~ 1fr4;J 6 i-°Jo~~~Hii~~~E1 f}L°-~-°--l rfs\ FURNISH AND 1NtTALL J4"l61ci mrril, 129•06':CML&Cj V WELDED S[fEEL E~BOW (~E). i ' ' ' i 00 FURNISH AND INSTALL 24" (610 mm), 38°52' CML&C ~ WELDED STEEL ELBOW (PE). ri\--FURNISH AND INSTALL 24" (610 mml, 49·57' CML&C \_'__)-WELDED STEEL ELBOW (PE). 0-FURNISH AND INSTALL 24' (610 mm), 90• CML&C WELDED STEEL ELBOW (PEl. ~ FURNISH AND INSTALL 24" (610 mm) BY 24' (610 mm) ~ BY 24" (610 mm), go• CML&C WELDED STEEL TEE CFLGl. 'J0-FURNISH AND INSTALL 24" (610 mm) BY 20" (508 mm) ~ CML&C WELDED STEEL REDUCER (PE). fiZ' FURNISH AND INSTALL 20" (508 mm) STEEL TO Cl ~ TRANSITION COUPLING (PE) @3 -FURNISH AND INSTALL 24' (610 mm) BUTTERFLY VALVE (FLG) COMPLETE PER DETAIL NO 2 ON SHT I I. fis\-FURNISH AND INSTALL TEST BULKHEAD PER DETAIL NO 4 ~ ON SHT NO 10. AFTER COMPLETION OF SUCCESSFUL PRESSURE TEST, INST ALL BUTT STRAP FOR 24" (61 0 rnn) WELDED STEEL PIPE PER DETAIL NO 2 ON SHT 10. Q FURNISH AND INSTALL BUTT STRAP AND COUPLINGS FOR ~ 24" (610 mm) CML&C WELDED STEEL PIPE PER DETAIL NO 2 ON SHT NO 10. @-CONSTRUCT BRICK AND MORTAR CAP. 110-PROVIDE ADDITIONAL PIPE LENGTH BEYOND WHAT IS ~ SHOWN FOR FIELD FITTING. fzo\-FURNISH ALL BOLTS, WASHERS, NUTS AND GASKETS AS ~ REQUIRED. FURNISH AND INSTALL 2" (51 mm) AIR AND VACUUM RELEASE VALVE ASSEMBLY COMPLETE PER CITY STD 515-L. 11 !iJ ~ = !ffJ (JJJ !J IL u 11 CONSTRUCT CONCRETE THRUST BLOCK COMPLETE PER CITY STD 510-L-A. PLANS PREPARED BY: 111..~lli..■ MOFFA TT & NICHOL ■■■'11111111 E N G I N E E R S 3720 South Susan Street, Suite 200 Santo Ano,CA 92704 44030 5/14/98 DATE APPROV D 5/14/98 MAK ffi REVISED PER ADDENDUM NO. DATE BY APP'D DESIGNED XXX R.C. E. NO. 46214 DRAWN XXX C-31&0·8 24' WATER TRANSMISSION REPLACEMENT IN WEST COAST HWY AT NEWPORT BLVD PLAN AND PROFILE CITY OF NEWPORT BEACH f.--..L..----------------'---+-----+----~ 1--------1 REVISIONS CHECKED XXX DATE 7/97 W-5288-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 11 \ I ' ! l f I 1/ -~ f I -I ' NOTE: STATIONING AND ELEVATIONS SHOWN / / / -r?~ol=ESS / r;:. O,i,4 "' ( /;; ~ ;; M.A. KRAMAN " '" No, "14030 ~ « '" '" "' {.( Exp, 6 30 OI .. IN METRIC. s~ CIVIL ~ ~,~ OF CAL I I I . = g [jj} !l IL Tr PLANS PREPARED BY• ~illll~ f~FFG~TTN& NICHOL 3720 South s E E R s Santo A uson Stre t no, CA 9270~ e , Suite 200 5/14/98 MAK ;n-_ / 7/7 / / MI-CHAEL • v(. ' • - ": 5114/98 A, 'l<R~ANi R DATE BY a c. E~ 44030 DATE 2 --- JI & REV I SEO PER--ADDE REVISIONS REMOVAL NOTES: 0-CUT AND REM OVE EXIST 1,7 DI SHED BULKHEAD, ~ CUT AND REMOVE r:;7_ EXIST PIPE L'_J ~~~~DON IN PLAC • r-;;7_ CEMENT SLU~R7X I ST 24" (610 L:cJ ARANDON IONE SACK) om) WATER MAI, PER DETAI~ ~OLACE EXIST • 9. ULT COMPLETE I ON SHT WATER VA CONSTRUCTION NOTES: G-FURNISH AND I NSTALL 12" (;;;\_ (305 ITTTI) ~ CONSTRUCT BRIC STEEL BLIND FLANGE. /o~ K AND MORTAR CAP. \!:Y FURNISH REOUIRED~LL BOLTS, WASHERS • NUTS AND GASKETS AS APPROVED ,w1 ~' ~ 24' WATER TR I C-3150-B uy,Lrn G ,,. IN WEST COASATNtM~YSS)TON REPLACEMENT NDUM NO. I V °"' R.C.E. NO. 46214 ~8.9, DATE NEWPORT BLVD 4->,o•"11'2 DEMOLITION PLAN APP'D DESIGNED XXX DRAWN XXX CITY OF NEWPORT li!IEACH W-5218·8 CHECKED XXX DATE 7/97 PUBLIC WOR KS DEPARTMENT SHEET 6 OF 11 . Io z C ~ tii ~ a ffi 8 o.. □ ac a: a: ~ 0 0 ;,,; u ~ < § I ~ I i ' ' ··'· ,,, l I ' I ' I ' I ' r -1---i \ I J l , f ,, , I ' ' ' I ' I ' ' 24" (610 mml PIPE (TO REMAIN) WESTERN CONNECTION (±) GRADE DIP PROFILE EB ~ " ~ M.A. KRAMAN ::;_ " "" ~ No. 44030 f;; 6-30- PLANS PREPARED BY: lllii....illllllll..llll MOFFATT & NICHOL ■■■"'Ill E N G I N E E R S 3720 South Susan St,eet,Sulte 200 Santa Ana.CA 92704 5/14/98 44030 DATE REMOVAL NOTES: u-CUT AND REMOVE EXIST DISHED BULKHEAD. 0-CUT AND REMOVE EXIST PIPE. N__ ABANDON IN PLACE EXIST 24" (610 mm) WATER MAIN WITH ~ CEMENT SLURRY (ONE SACK). CONSTRUCTION NOTESg 0-FURN I SH AND INST ALL 24" (61 0 mm) CML&C WELDED STEEL PIPE PER DETAIL NO I ON SHT NO I I. 0-FURNISH AND INSTALL 24" (610 mm), 22°30' CML&C WELDED STEEL ELBOW (PE). rn\_ FURN I SH AND INST ALL 2 4" ( 6 IO mm) , 90° CML&C ~ WELDED STEEL ELBOW (PE). G-FURN I SH AND INST ALL I 2" ( 305 mml STEEL BL I ND FLANGE. Q_ FURNISH AND INSTALL TEST BULKHEAD PER DETAIL NO 4 ~ ON SHT NO 10. AFTER COMPLETION OF SUCCESSFUL PRESSURE TEST, INSTALL BUTT STRAP FOR 24" (610 mm) WELDED STEEL PIPE PER DETAIL NO 2 ON SHT 10. @-FURNISH AND INSTALL BUTT STRAP AND COUPLINGS FOR 24" (610 mm) ID, CML&C WELDED STEEL PI PE PER DETAIL NO 2 ON SHT NO 10. @-CONSTRUCT BRICK AND MORTAR CAP. Q_ PROVIDE ADDITIONAL PIPE LENGTH BEYOND WHAT IS ~ SHOWN FOR FIELD FITTING. @-FURNISH ALL BOLTS, WASHERS, NUTS AND GASKETS AS REOU I RED. C·3150·8 A ROVED 24' WATER TRANSMISSION REPLACEMENT IN WEST COAST HWY AT NEWPORT BLVD IN R.C,E. NO. 46114 5/14/98 MAK .LG REV I SEO PER ADDENDUM NO. I I 4-\~-~~ CONSTRUCTION DETAILS !5-18-'16 DATE BY I APP'D DESIGNED DRAIIH CITY OF NEWPORT BEACH W-5288·8 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 7 OF 11 SOUTHERN -------------' ! ------. f / ,r ' I 1 j t " ,, j I < . . ' ! I ' . ' , i 7 ',,~ 'ij/.;_j '<;f-1& "1-jr--; Q (J)/4 L,_j --is ' /VJ oo IY") ✓ ·<1 CJ I CONNECTION 8 \ 2 REMOVE INTERFERING PORTIONS __ ----i. ~--+-OF EX I ST 24" (6 IO mm) DI p I PE. "-I_ENGTH TO BE OE TERM I NED ' \.·· I ~~ FIELD BY CONTRACTOR I; 1-<----+._:___~~1 ------- ----------- n " _,.,r;-r--- ------ --- 21' (8. 230 mJ . ·.· I EX I ST VAULT , :( TO REMAIN . ' ,,,, ;_,,. --,·· - £ASTERN COl✓!VECTION~ PER ',4S-BUIL T" NOTES ---;f----' ' ' ' ' ' 24" (610 mml ...::.._ ____________ _ f~~'. ~--,l-,----11tti1 __ , •• -PIPE (TO REMAIN) i ·, . ' ., 18 EASTERN +3 1 (914 mm) CONNECTION I 2 PIPE SECTIONS JOINEO IN TRlNCfl BELL & SOCKET lf'ELO PER 'AS-BUILT" !VOTES ( I 3 I ' I ' I ' I I +2' ( 91 4 mm) I ' I I ' I ' I ' I ' I I ' I I ~ ' I ' I I ' I ' I ---10° ANCLE UP TO CO UNOER ELECTRICAL CONOUI T BUNOLE PER 'AS-BUILT" !VOTES CONSTRUCTION NOTESg 0-FURNISH AND INSTALL 24" (610 mm) CML&C WELDED STEEL PIPE PER DETAIL NO I ON SHT NO I I. 0-FURN I SH AND INSTALL 24" (610 mm), 22° 30' CML&C WELDED STEEL ELBOW (PE). 17\__ FURNISH AND INSTALL 24" (610 mml, 49°57' CML&C \Y WELDED STEEL ELBOW (PE). fnL FURN I SH AND I NS TALL 24" (61 0 mml, 90° CML&C \_J WELDED STEEL ELBOW (PE)" ~ FURNISH AND INSTALL 24" (610 mml BY 24" (610 mm) \y--BY 24" (610 mm), 90° CML&C WELDED STEEL TEE (FLG). ~ FURNISH AND INSTALL 24" (610 mm) BY 20" (508 mm) V CML&C WELDED STEEL REDUCER (PE). ~ FURN I SH AND I NS TALL 20" ( 508 mml STEEL TO CI V TRANSITION COUPLING (PE) Q_ FURNISH AND INSTALL 24" (610 mml BUTTERFLY VALVE U--(FLG) COMPLETE PER DETAIL NO 2 ON SHT I I, ~ +2' (914 mrnl ~S14 41,-/J 4 RT JO" PER '4S-BUIL T" !VOTES Q_ FURNISH AND INSTALL TEST BULKHEAD PER DETAIL NO 4 U--ON SHT NO I 0. AFTER COMP LET I ON OF SUCCESSFUL /'~ I PRESSURE TEST, INSTALL BUTT STRAP FOR 24" (610 mm) WELDED STEEL PIPE PER DETAIL NO 2 ON SHT 10, [,A_ FURNISH AND INSTALL BUTT STRAP AND COUPLINGS FOR l // -0i] +3 1 (914 mm) ~ 24" (610 mm) CML&C WELDED STEEL PI PE PER DETAIL NO 2 ON SHT NO 10. rv1~ "✓'-" -0i] +3' (914 mm) TEE CONNECTION EB REMOVAL NOTESg 0-CUT AND REMOVE EXIST PIPE. r-::;i__ ABANDON IN PLACE EX I ST 24" (610 mm) WATER MA IN WI TH ~ CEMENT SLURRY (ONE SACK). 'f> .A. KRAMA " /J ~ ~ =@ (jjJ !J IL u // PLANS PREPARED BY, 111.....olllllli..ll MOFFATT & NICHOL ■■~ENG i NEER S 3720 South Susan St,eet,Sulte 200 @-CONSTRUCT BRICK AND MORTAR CAP. n._ PROVIDE ADDITIONAL PIPE LENGTH BEYOND WHAT IS \y-SHOWN FOR FIELD FITTING. ~ FURNISH ALL BOLTS, WASHERS, NUTS AND GASKETS AS V-REOU I RED. ~ CONSTRUCT CONCRETE THRUST BLOCK COMPLETE PER ~ CITY STD 510-L-A. @-FURN I SH AND INSTALL 24" (610 mm) S, 0. WELD FLANGED {F.Fo l @-FURNISH AND INSTALL 24" (610 mml VICTAULIC COUPLING A .c.E. NO. ◄6114 C-3150-B 24' WATER TRANSMISSION REPLACEMENT IN WEST COAST HWY AT NEWPORT BLVD ~ No. 44030 Exp, 6-30-01 CIVIL Santo Ana, CA 92704 5/14/98 MAK L'.0,REVISEO PER ADDENDUM NO. I 5.Jo., 1---+-...+'=-----------P="+--------,-----+-----------.------ CONSTRUCTION DETAILS ~ CAl l 5/14/98 44030 DATE DATE BY APP'D DESIGNED DRAWN CITY OF NEWPORT BEACH W-6288-S _ ___J__ _ _L_ __________ _,___-+-----+------1 CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF 11 REVISIONS BACKFILL TO EXIST GROUND WITH NATIVE OR IMPORTED FREE DRAINING GRANULAR MATERIAL AND COMPATION OF 90 PERCENT. . . LEXI ST MH EXIST HATCH ••••••• ~P•.•····•.············· roG ~,, 1 ~ -~~M~~5L ~o0A~~ (I. 524 m) ~ J, .~ ~ ~.·: ho/ ~--~ ----------------,(-") .. , ... r,~· ·-··· .. -lifi[J ........................... :"·········· v J_, 18 ""·"'~: _ .. \ • ._ -·~•·,>·' ___ , ___ i,...i,~.:_,_, REMOVE AND RETURN ALL PIPING MISCELLANEOUS METAL, LADDERS, MANHOLE COVERS, HATCHES, EQUIPMENT AND FIXTURES FROM THE WATER VAULT TO THE CITY'S UTILITY YARD AT 949 WEST 16TH STREET. SECTION / 2 ' ••••••••••• ~~ PE~;ORATE THE EX I ST CONCRETE FOUNT AT I ON SLAB TO ALLOW FOR DRAINAGE. PROVIDE CORE HOLES 3' (75 mm) DI A THROUGH THE SLAB AND 6' (I. 829 ml CENTERS, OR BREAK SLAB IN AN ADEQUATE MANNER TO ALLOW FOR DRAINAGE. EB 3' ( 9 I 4 mm l M I N 2 1-~1~--.":-,.__--i-,· 1--------L/-'==4:::!_ ____ -f.,,,_.,;:./~~-0 3' ( 9 I 4 mml M I N ! I i i '""' ~•w•'"•'" •·•• """'"""'o·,·a-a•,.a· ,, •~•"-., ,,.,., .• ,,,~-~•-•>e"•~•-•~ ••• •-•"''"" • ' }] . : •• •·· :·:.· ~.: :. • • ••• -• • • • •••••••••••• •••••• • ~~ : • <'..(_EX I ST MH L! EXIST HATCH-4': f ' l '.' • 'i ; ! i ' ' WATER VAULT DEMOLITION 8 ------- ----- ' REMOVAL NOTESg 0-CUT AND REMOVE EXIST PIPE. n_ ABANDON IN PLACE EX I ST 24" (610 mml WATER MA IN ~ WITH CEMENT SLURRY (ONE SACKl. !AL ABANDON IN PLACE EXIST WATER VAULT COMPLETE ~ PER DETAIL NO I ON SHT 9 . CONSTRUCTION NOTES: @-CONSTRUCT BRICK AND MORTAR CAP. JI~ ~ = [ffJ {jj) !} IL ;J JI PLANS PREPARED BY: 1111....illlllllll..■ MOFFATT & NICHOL ■■■"111111 E N G I N E E R S C-3150-B 24' WATER TRANSMISSION REPLACEMENT IN WEST COAST HWY AT NEWPORT BLVD 3720 South Susan Street, Suite 200 Santo Ano, CA 9270~ 5/14/98 MAK &REVISED PER ADDENDUM NO. I t-----+----i=~------------cr--+-----,------1-------------,-------I CONSTRUCTION DETAILS /14/98 44030 DATE DATE BY APP'D DESIGNED DRAWN CITY OF NEWPORT BEACH W-5268-8 ,--~-~---------~~---+----l------l ------1 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 9 OF 11 I " (25 mml MIN "t" WELD ll/2" (38 mml MIN LAP FIELD APPLIED CEMENT MORTAR -STEEL SPIRAL-WIRE REINFORCEMENT OR RIBBON MESH REINFOREMENT PER THE SPECIAL PROVISIONS. r SHOP APPLIED CEMENT / MORTAR COATING. ( T y p ) =-=--___L___C,_-----0- f---:--------,---,-------,----<;1------ ------,.--1-----I -----------l----r----------1----___j • • • • • • • FIELD APPLIED CEMENT MORTAR -SHOP APPL I ED CEMENT MORTAR LINING. PER AWWA C-200 WITH 8" (200 mm) MIN LAP WELDED SLIP JOINT (AT THE LOCATION SHOWN ON THE PLAN) N. T. S. 2" (51 mml X 4" ( I 02 mml X 12 GA ------- W. W. M. TACKWELD TO BUTT STRAP FIELD APPLIED CEMENT MORTAR ~ ------ BUTT STRAP PLATE SAME THICKNESS AS STEEL SHELL !-J---'-t~---+---< ( T y p ) ~-~------------------------------------------- ~~=1~/~----~-----~-----~---~-----~-----~-----~-----§-----~-----~-------~~ ~-~---------'i 1,,--,-MORT AR TO BE CHIPPED ---------c AS REQUIRED FOR WELDING 2" (51 mml 4" (102 mml 6" (152 mml MIN 4" (102 mm) 2" (51 mml -=--~M~A~X'-'--'-'-'-"-+----l4-'---'--'--"-=---'-'--'-'-'.i--71~4~"7(3~5~6=-'-"m=m~l---'-':'-M~A+X~_;_-'--'--''-=----'-'--'--'--'--.f-------i.. MAX NOTE; EACH BUTT STRAP REQUIRES 2 HANDHOLES PER DETAIL NO. 3 BUTT STRAP JOINT 2 CAT THE LOCATION SHOWN ON THE PLAN) N. T. S. 6" (152 mml HVY STEEL COUPLING AND STEEL PLUG 2" (51 mm) X 4" (102 mm) X 12 GA->---- W.W.M. TACKWELD TO BUTT STRAP o+----=¾'c-16-+-+---< ( Ty p l MORTAR TO BE CHIPPED~ AS REQUIRED FOR WELDING BUTT STRAP PLATE SAME THICKNESS AS STEEL SHELL ' /-------------------_-__ ...::_:::::_:::: __ =_:::::_:::: __ =_:::::_ :::: __ =_::::'._ :--____ L< ___ '--_-_t':=_-=_'::_'=--:=_""'_'--_-_'-' _,is ===i+-' +i TYPICAL HANDHOLE (2 HANDHOLES PER BUTT STRAP, 180° APART) N. T. S. 3 2" ( 5 I mm) MIN TEST HEAD. FOR DETAILS NOT SHOWN SEE TYPE I I R=0.06 ID PL (MIN) + "t" THICK BAR 2"(51mm) MIN TEST HEAD + BUTT STRAP OR EXPANDED BELL 2" (51 mm> ~~-CALCULATE TH I CKNESS BY ASME BOILER AND PRESSURE VESSEL CODE, PRESSURE VESSELS DIVISION I 11 " (38 mm) MIN fa t X I. 3t V 2t DRILL & TAP 4 HOI_ES EQUALLY SPACED. PLUG WELD HOLES ON COMPLETION OF TEST. TEST BULKHEAD WITHIN PIPE SECTION TYPE MIN TEST BULKHEAD AT END OF PIPE SECTION TYPE I I A. KRAMA 44030 -- 6-30-0 2; I SEMI-ELLIPOIDAL- TEST HEAD w Q__ Q__ 0 NOTE• STEEL PLATE ~ I ~~--t---------1 -2" ( 5 I mm) A IR VENT WI TH I_ GATE AND CHECK VALVES ~---r--4" ( I 02 mm) DRAIN WI TH GATE AND CHECK VALVES -----MORTAR LINING ' ---COATING AS SPECIFIED SEE TYPE I OR TYPE I I DETAIL AFTER COMPLETION OF SUCCESSFUL PRESSURE TEST, TEST BULKHEAD TO BE REMOVED AND 24" (61 0 mml WATER MA IN TO BE JO I NED US I NG BUTT STRAP. PLANS PREPARED BY, 111.....llllllllt.JIII MOFFATT & NICHOL ■■■"'11111 E N G I N E E R S 3720 South Susan Street, Suite 200 Santo Ano.CA 92704 5/14/98 TEST BULKHEAD DETAIL NTS CB AP 5/14/98 MAK & REVISED PER ADDENDUM NO, I DATE BY APP'D DESIGNED DRAWN 1---~-~-----------'--+------+-------< REVISIONS CHECKED DATE C-8110-B 24' WATER TRANSMISSION REPLACEMENT IN WEST COAST HWY AT NEWPORT BLVD CONSTRUCTION DETAILS CITY OF NEWPORT BEACH W-5288-8 PUBL IC WORKS DEPARTMENT SHEET IO OF 11 11/2 " (3B mm)------: FINAL PAVING CAP SAWCUT & TACK COAT (TYPl REPLACE AC PAVEMENT IN KIND IMITS OF 1-1/2" (38 mml GRIND -~----1 -I /2" (38 mm) FINAL PAVING CA TRENCH WIDTH +48" Cl.219 ml 2" 2" LOCATION OF SECOND SAWCUT LOCATION OF ORIGINAL SAWCUT TRENCH WIDTH 2" 2" 0 <:c,00~<:> 0 LJJlO ios;:::,ooi;:::ic::::,-0 o 0 0 Oo ).oR:i ~c:::, <::,Oo i;:::i c::::, EXIST AC PAVEMENT EXIST BASE (WEST COAST HIGHWAY) EXIST PLUS I" (25 mml 0 0 --/7"'::______t---------;::::tj'1 '!Jt'-:::=:::::===-BACK F I LL (SEE REPLACE BASE MATER I AL IN KI ND .,,,,,,/ n=1111-11 NOTE 5 BELOW) <WEST COAST HIGHWAY) EXIST PLUS I" (25 mm) NOTES: 6 11 ( 152 mm) MIN CTYPl 12" MIN (305 mm) I. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. 2. MIN RELATIVE COMPACTION REQUIREMENTS SHALL CONFORM WITH ALL PERMIT REQUIREMENTS AND SHALL AT NO TIME BE LESS THAN 95%. 3. BEDDING AND BACKFILL SHALL BE PER CNB STD PLAN 106-L AND PROJECT SPECIFICATIONS. 4. TF/ENCH WIDTH SHALL BE OD + 12" (305 mm) MIN OR OD +20" (508 mm) MAX, INCLUDING TH I CKNESS OF TRENCH SHORING OR SHEEETING. 5. WITHIN THE STREET RIGHT-OF-WAY (WEST COAST HIGHWAY), BACKFILL ABOVE THE BEDDING SECTION SHALL BE I 1/2-SACK CEMENT SLURRY FOR WEST COAST HIGHWAY AND FOR SECTION OUTSIDE OF THE RIGHT-OF-WAY, BACKFILL SHALL BE NATIVE (IF ACCEPTABLE TO THE SOIL ENGINEER) OR IMPORT SOIL, BOTH OF WHICH SHALL BE COMPACTED TO AT LEAST 95% RELATIVE COMPACTION. 6. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN 3' (915 mm) OF THE OUTER EDGE OF THE PAVEMENT AGAINST THE GUTTER LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE. 7. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN 5' CI 524 rrrnl FROM THE GUTTER LI NE OR CURB 1=-ACE, THE CONTRACTOR IS TO SAWCUT THE EX I ST I NG PAV I NG 12" (305 mm) BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EX I ST I NG PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL). 8. IN ADDITION, THE EXISTING PAVING IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 11/2 " (38 mm) (A MIN OF AN ADD IT I ONAL 12" (305 mml OUTS I DE OF THE TRENCH). THE PERMANENT PAV I NG SHALL THEN BE EXTENDED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN 2 11 (51 mm) OF PAVEMENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT PLACED. 9. AC PAVEMENT TRENCH REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT EXISTING PAVEMENT. PR I OR TO PLACEMENT OF I 1/2 11 ( 38 mm) FINAL AC CAP, THE PREVIOUSLY PLACED AC PAVEMENT TRENCH REPLACEMENT SHALL BE GROUND ALONG WITH ADJACENT AC PAVEMENT AS SHOWN ABOVE. I I. CONTRACTOR TO CLEAN STREET WITH WATER TRUCK AND SWEEPER PRIOR TO THE END OF EACH WORK DAY. 12. ALL STRIPING AND PAVEMENT MARKINGS REMOVED BY TRENCHING/REPAVING/GRINDING & CAPPING SHALL BE REPLACED PER PROJECT SPECIFICATIONS. TYPICAL TRENCH N. T. S. SECTION 8 ,A. KRAMA 44030 , 6-30-0 FINISHED GRADE 0 CONSTRUCTION NOTES: 0-FURNISH AND INSTALL 24" (610 mm) CML&C WELDED STEEL PI PE PER DETAIL NO I ON SHT NO I I. ~ FURNISH AND INSTALL 24" (610 mml BY 24" (610 mm) BY 24" (610 mml, 90° CML&C WELDED STEEL TEE CFLGl. ~ FURNISH AND INSTALL 24" (610 mml BUTTERFLY VALVE ~-CFLG) COMPLETE PER DETAIL NO 2 ON SHT I I. ~ FURNISH ALL BOLTS, WASHERS, NUTS AND GASKETS AS V:.Y REQUIRED. ~ FURNISH AND INSTALL VALVE BOX COVER PER CITY ~ STD PLAN 51 I -L. NOTES: I. ALL FLANGED BOLTS SHALL BE TYPE 316 STAINLESS STEEL COATED WITH ANTI-SEIZE COMPOUND. 2. FOR VALVES IN THE STREET RIGHT OF WAY, THE LETTER "V-•" SHALL BE CH I SELL ED IN 3 11 (76 mm) LETTERS, 1/4 " C (6 mml DEEP, ON THE FACE OF THE CONCRETE CURB IN LINE WITH THE VALVE. WHERE• IS THE NUMBER OF FEET THAT THE VALVE IS OFFSET FROM THE CURB FACE. VALVE ASSEMBLY N. T. S. CB C-3150-B PLANS PREPARED BY: APPROVE 24' WATER TRANSMISSION REPLACEMENT lli.......il._. MOFFA TT & NICHOL ■■■'111111 E N G I N E E R S 3720 Sou-th Susan Stree-t, Sulte 200 1,.,,-1 DATE IN WEST COAST HWY AT NEWPORT BLVD E R.C.E, NO. 46214 CONSTRUCTION DETAILS Santo Ano, CA 92 704 5/14/98 MAK & REVISED PER ADDENDUM NO. I l---+--+==----------+---+---~----+---DESIGNED DRAWN OF NEWPORT BEACH W-5288-S 5 / I 4/gS DATE BY i APP'D CITY 44030 DATE REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET I I OF I I