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HomeMy WebLinkAboutW_5225_S>-1- 1-l u c ;:i RlRt5 AVE. ORFN;E COOST CITY OF COLLEGE COSTA I MESA VICTCRIR ST. . !:.' a: 1 191H ST. ,-,---t--------+,-< a: - I\ I L - - -........_ g,_ / I I \ I ~"'=----1 ~ ' .N ~ ! • ~ SCALE: l" ~ 4400' Bfl{ER !il CITY ~ ~ - , OF ' IRVINE E DR. U.C.I. ' ' PROJECT SYMBOL LEGEND ABBREVIATIONS • POWER POLE ,.---. SSMH :. 0) MANHOLE -... 'r:J FIRE HYDRANT □GM GAS METER □--,.Vv'l\!l_ WATER METER BOX AND SERVICE -----0-VALVE- POWER POLE ANCHOR b, MONUMENT -x-x-x-FENCE HALL 0 TREE 0---- - - SEWER CLEANOUT AND LATERAL (),CJ SHRUBBERY .LL.I. .LLL .LLL .,(LL ASPHALT PAVEMENT ::::: '::;:\:'::::: BRICKWRLK , _ -_ _-I CONCRETE ~/U/////j BUILDING ~I=~~:::::l3 GARAGE DOOR ----EXISTING CONSTRUCTION - - --PROPERTY LINE ----NEW CONSTRUCTION ---t. ---CENTERLINE ----5----SEWER LINE -----W--·--HATER LINE ---G-- - GAS LINE --E--POWER LINE -TEL-TELEPHONE LINE ~TV--CABLEVISION LINE ~SP--SPRINKLER SYSTEM DIP DUCTILE IRON PIPE DU DUCT FE FLANGED END MJ MECHNICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL , STEEL ABANO. ABANDONED IP&T IRON PIPE AND TAG N&T NAIL AND TAG CATV CABLE TV DWY DRIVEWAY sco SEWER CLEANOUT EMERGENCY TELEPHONE NUMBERS AGENCY NUMBERS SOUTHERN CALIFORNIA GAS COMPANY (SCGl 634-3028 SOUTHERN CALIFORNIA EDISON COMPANY (SCE) 895-0221 PACIFIC TELEPHONE COMPANY (TEL) 611 CITY OF NEWPORT BEACH (PUBLIC UTILITIES) 644-3011 ,, . PUBLIC WORKS DEPARTlMENT AlllEY 1~~3=~~ CORONA [))[El MAR WATEIR MA~N RE~lACEMEN1 3~=1B~ PalUalEa fo\[N][)) 35=1Bi 3(S=IBP 1B [E ffiE [E [NJ ~~=A p ~~=IB p [))fo\Hl~A AV!ElNllUlE A VlE lNl lU lE f' [ER{lNJ l lEAf' CONTRACT NO . 2939 APPROVED: PUBLIC WORKS DIRECTOR R.C.E. 12806 DATE: APPROVED: ........ ~ITIES DIRECTOR R.C.E. 3879~ DATE: GIE!NllE~A[L !Nl01'1ES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT'S SPECIAL PROVISIONS, THE CITY'S STANDARD SPECIAL PROVISIONS, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC HORKS CONSTRUCTION, 1991 EDITION AND SUPPLEMENTS 2. STATIONING REFERS TO CENTERLINE OF STREET. 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 NEW FACILITIES 4. THE WALLS-AND FACE OF ALL ELEVATIONS GREATER THAN FIVE (5) FEET IN 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 INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5 . SEE R-5141-5 FOR ALLEY REPLACEMENT PLANS. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BERCH sm.-106-L. 7. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATIONS. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL HATER MAIN FITTINGS IN ACCORDANCE HITH THE CITY OF NEWPORT BERCH sm.-510-L. 9. HATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM SLJBGRADE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT (714)644-3106 . 11. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT ~8 HOURS IN ADVANCE OF ALL ALLEY CLOSURES. 12. ALL FLANGE PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HERD BOLTS. GASKETS SHALL BE F\A.L-FACED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWAR~ FABRICATED FROM TYPE 316 STAINLESS STEEL 14. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STArnLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIB~RALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 16. 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. 17. ALL MECHANICAL JOINTS SHALL BE INSTALLED IHTH RETAINER GLANDS. (D INSTALL 6-INCH (DIP X CIP) TRANSITION COUPLING, (v REMOVE EXISTING VALVE, RISER,BOX AND COVER. 0 REMOVE EXISTING WATER MAIN AND FITTINGS, INTERFERING PORTIONS. 0 REMOVE EXISTING 6-INCH (DIP X CIP) TRANSITION COUPLING AND RETURN TO THE NEWPORT BERCH UTILITIES YARD AT 949 WEST 16TH STREET. ® INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52, IN 8-MIL LOOS~ POLYETHYLENE ENCASEMENT INCLUDING TRENCH RESURFACING PER CNB STD.-105-L. © REMOVE AND SALVAGE EXISTING FIRE HYDRANT, RETURN TO NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH STREET. 0 INSTALL NEW FIRE HYDRANT PER APPLICABLE PORTIONS OF C.N.B. STD. 500-L, FIRE HYDRANT SHALL BE JONES J-3700. ® INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52, IN 8 MIL LOOSE POLYETHYLENE ENCASEMENT. ® INSTALL 6-INrn 90° BEND, MECHANICAL JOINT ENDS~ WITH RETAINER GLANDS. @ CONSTRUCT THRUST BLOCK PER CNB sm.-510-L. . @ INSTALL 6-INCH FLANGE X MECHANICAL JOINT BUTTERFLY VALVE HITH RETAINER GLANDS. @ INSTALL 6-INCH X 6-INCH FLANGE X FLANGE TEE. @ INSTALL 6-INCH X 6-IN(l-j MECHANICAL JOINT X FLANGE TEE. @ CONSTRUCT NEW I-INCH HATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF C.N.B. STD. 502-l, AND RECONNECT TO EXISTING SERVICE AS REQUIRED. @ INSTALL 6-INCH 45° BENDS WITH MErnRNICAL JOINTS AND RETAINER GLANDS INCLUDING TRENCH RESURFACING PER CNS STD.-105-L. @ INSTALL 6-INCH CA.C. ROUGH BARREL X D.I.P.) TRANSITION COUPLING. ® ABANDON EXISTING HATER MAIN. @ CONSTRUCT NEH 2-INrn HATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB STD.-503-l, AND RECONNECT TO EXISTING SERVICE RS REQUIRED. @) REMOVE EXISTING P.C.C. ALLEY APPROACH AND CONSTRUCT 6-INCH THICK P.c.c. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD.-142-L, TYPE 'A". @ ABANDON EXISTING VALVE. REMOVE RISER, BOX A.ND COVER. @ CONSTRUCT PER DETAIL 2, SHEET 4. @ CONSTRUCT NEW I-INCH SERVICE CONNECTION, WITH EXTENSION, PER APPLICABLE PORTIONS OF CNB sm.-502-L AND RECONNECT TO EXISTING SERVICES AS REQUIRED. @ REMOVE EXISTING VALVE AND INSTALL BLIND FLANGE. OF CNB sm.-504-L. @ CONSTRUCT PER DETAIL I , SHEET 4 . @ DEFLECT TO NEW ALIGNMENT OVER 52'. @ INSTALL2J-IN(l-j FLUSH OUT ASSEMBLY Pffi CNB STD.-527-L. U~E.E SPECS.) {gy INSTALL SEWER MANHQLE PER STD. -400-L. @ REMOVE INTERFERING PIPE AND FITTINGS AS REQUIRED. @ CONNECT TO EXISTING WATER VALVE, COUNTY SANITATION DISTRICTS (CSD) 962-2411 IL.OCA LI □ ON IMJA[P CALL TOLL FREE COMCAST CABLEVISION 542-6222 W-5 2 2 5-S i / I i I ! 0 C 0 "' C, r: ,:: $ ' -'i:: r s e s I z 0 ) z C V. 0 JJ J:> ~ L Gl <:'. C <- OJ ,-,7 ::::1 0 .JJ }> ~ z 1 ·18Q(!~,422·4132J UNDERGROUND SERVICE ALERT (USA) 1-800-422-4133 N.T.S. -----~s=E::Fo~ll~E ~vo~u~o~1c~~:::::::::::::::: .......................................... =====---....,.,.....,.,......,.......,._..L.. ______ ~====-===-------------------------------=-=-=--------========;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;:;;;;;;:;;;;;::::::::::::===::1-::!'.;s:!!m!1-!:::!1::-:::9g-~F;-::;4;:;,-~---~------ 20 Jul 1994 'l ~r. / OON!Sl'RUCl' ~ ON NIOTfES 0 INSTALL 6-INCH (DIP X CIP) TRANSITION COUPLING V REMOVE EXISTING VALVE. _ • 209 • FF=95.43 (D REMOVE EXISTING WATER MAIN AND FITTINGS, INTERFERING PORTIONS ONLY. 0 REMOVE EXISTING 6-INCH (DIP X CIP) TRANSITION COUPLING AND RETURN TO THE NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH STREET. /";\ INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52, IN 8-MIL.LOOSE \:::_I POLYETHYLENE ENCASEMENT INCLUDING TRENCH RESURFACING PER CNB STD.-105-L. © REMOVE AND SALVAGE EXISTING FIRE HYDRANT, RETURN TO NEWPORT BERCH UTILITIES YARD RT 949 WEST 16TH STREET. 0 INSTALL NEW FIRE HYDRANT PER APPLICABLE PORTIONS OF C.N.B. STD. 500-l, FIRE HYDRANT SHALL BE JONES J-3700. ® INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52, IN 8 MIL LOOSE POLYETHYLENE ENCASEMENT. @ CONSTRUCT THRUST BLOCK PER CNB STD.-510-L. @ INSTALL 6-INCH FLANGE X MECHANICAL JOINT BUTTERFLY VALVE HITH RETAINER GLANDS. @ INSTALL 6-INCH X 6-INCH FLANGE X FLANGE TEE. @ CONSTRUCT NEW I-INCH WATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF C.N.B. STD. 502-L, AND RECONNECT TO EXISTING SERVICE RS REQUIRED. @ ABANDON EXISTING HATER MAIN. @ ABANDON EXISTING VALVE. @ CONSTRUCT PER DETAIL 2, SHEET 4. @ CONSTRUCT NEW 1-INCH SERVICE CONNECTION, WITH EXTENSION, PER APPLICABLE PORTIONS OF CNB STD.-502-L AND RECONNECT TO EXISTING SERVICES AS REQUIRED; @t INSTALL SEWER MANHOLE PER STD.-400-L. @ f<EMOVE INTERFERING Pl PE AND FITTINGS AS REQUIRED. ·214· FF=87.81 ·216 • FF=97.35 FF=99.06 • 212 • l. :· • 214 • EX. 6' CIP '-l l t. ~ w I- Zal WI w Uv z V H -_.) CTl>-w I I-_J u W_j I-wcr: a: I ~ U)~ 0 WLL... w U) 14 FF=S0.13 "' ~ a: ~ 0 ~ 85 FF=90.44 • 212 • LARKSPUR AVENUE FF=99.73 FF=lQl.47 I • 224 • l • 220 • 14 BRICK MARGUERITE AVENUE '- ' ~ I t □GM 11 ~ ' .:'.l FF=92.97 ' • 216 • I t I • 217 • ~ ~ ' GM IP&T FF=94.67 • 218 • / ' I ,I; 111 8 !, II - FF=l03.41 I . · 228 · ! . . . 8 - • / I •. ' ..: • ,,, • 225 • FF=102.88 JASMINE AVENUE FF=97.46 17 14 _,,_ .. I I I is= I I I ~ I I ~ -I > I I > 1---1 I I ~ L p::; I I 'I ~ 0 I I I I I I I 6 7 [fJ. I • 230 • I I FF=99.30 • 224 • J.J ~ a~ 14 • JJ' • -· '.'.I I -._r:2_ • 226 • • .<Jl-(} '1',( n.. ~--4' u . "' ✓--X w j FF=l04.25 • 228 • " :::: ~ ~o - FF=104.51 • 230 • • .<Jl-(} '1',( ~-4-• ✓-- ~ ~o - 11. tJ A[L[L[EY 35=[83 FF=92.70 ·222· IP & T IRIS FF=94.70 AVENUE FF=97.18 ·228 • .. JASMINE AVENUE fo\[L[L[EY , LARKSPUR FF=98.66 ·230· BENCHMARK NB 4-36-74 ELEV. = 64.775 1976 ADJ. AVENUE ,_ FF=99. 70 ·232 • ·234 • ·_231 • REF: F.B. 522, PAGES 46, 56, 57, 5B & 59 ,_ FF=lOl .29 "' H "' • 238· . ,· ·•. , . . . . . . . ... · . '." .•... . . . . X X ---,,,,- ·233· 27 28 APPROVED ~ "' l;z;:I u H -"' a, 1> II I wl i' I gi I I~ 11' IO I I l;z;:I ,1 1!1 01 rn 11 I I I !GASI_J.-· ,I.. ·I . • - I - ··: -·- 10' 15' DATE R.C.E. NO. ~8799 7-'2."2.-94 l;z;:I 1i ii I~ 1, 1, ll EX. 6" DIP 1, ~~ .J_J! --------- ------,_-G----- 4 /11j ____ _ I I If I I 11 I I I I I -.11 I I I 15' 10' 50' APPROVED {3,QJ~ PUBLIC WORKS DIRECTOR R.C.E. NO. 12B06 DATE 7--2..Z.-9',, .<Jl-(} • '1',( ~-4-• ✓--,, ~o_ C-2939 CORONA DEL MAR WATER MAIN REPLACEMENT AILILfEY NOS. 3~=18. 35=18 & 3'@=18 DATE BY DESCRIPTION RPP'D. DESIGNED SL DRRNN tt GRACIA CI TY OF NEWPORT BEACH W-522_5-S i--=-~_L:.:_J_~R~E==._--:V-=I~~S~~O~N-:--S--:-;_-_-~---L~--~-t~~~~~~~~-t ~ - = - = - = - = - = - = - = i f i c : i j j H E E C C K E K E J l D = : : = L = : D =lroiirATrE20=Ju=I =19=9=j4 -POBL IC WORKS DEPARTMENT SHEET 2 Cf' 4 t :z: 0 g • 8 ,.... l,1 .._J §; ~ I'"· n > ' = D T z u 2 C < L re I Sc_ __ _ . \'a a ~ ~ C , 0 a ' I I I I " ·r< Ei S.: LJ ' 7 r " ~.; " 0 U' > " i( C , J l ffi D " u m " 0 ' e :a > z T D r 0 n ~ " " 0 ~ 0 z s ~~ z m n > C 0 ~ ~ n > C a ~ z I ___ , ,,.'-' ~ < z G) z C ~ [D m JJ I 0 JJ ~ L G) L C < [D rn =o >L..-__ \ ) / ~· \; 7 I 0 0 r 0 JJ C, :Pc 0 ~ 2: ~ C ~ z c (7 I ' ! I ' 0 REMOVE EXISTING VRLVE, RISER, BOX AND COVER. 0 REMOVE EXISTING HRTER MAIN AND FITTINGS, INTERFERING PORTIONS. • 0 REMOVE EXISTING 6-INCH (DIP X CIP) TRANSITION COUPLING AND RETURN TO THE NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH STREET. ® INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52, IN B-MIL LOOSE POLYETHYLENE ENCASEMENT INCLUDING TRENCH RESURFACING PER CNB STD.-105-L. © REMOVE AND SALVAGE EXISTING FIRE HYDRANT, RETURN TO NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH STREET. 0 INSTALL NEH FIRE HYDRANT PER APPLICABLE PORTIONS OF C.N.B. sm. 500-L, FIRE HYDRANT SHALL BE JONES J-3700. ® INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52, IN B MIL LOOSE POLYETHYLENE ENCASEMENT. @ INSTALL 6-INCH 90° BEND, MECHANICAL JOINT ENDS, WITH RETAINER GLANDS. @ CONSTRUCT THRUST BLOCK PER CNB STD.-510-L. . @ INSTALL 6-INCH FLANGE X MECHANICAL JOINT BUTTERFLY VALVE WITH RETAINER GLANDS. @ INSTALL 6-INCH X 6-INCH FLANGE X FLANGE TEE. @ INSTALL 6-INCH X 6-INCH MECHANICAL JOINT X FLANGE TEE. @ CONSTRUCT NEH I-INCH HATER SERVICE CONNECTION PER APPLICRBLE PORTIONS OF C.N.B. sm. 502-L, AND RECONNECT TO EXISTING SERVICE AS REQUIRED. @ INSTALL 6-INCH (A.C. ROUGH BARREL X D.I.P.) TRANSITION COUPLING. @ CONSTRUCT NEH 2-INCH HATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB sm.-503-L, AND RECONNECT TO EXISTING SERVICE AS REQUIRED. @ ABANDON EXISTING WATER MAIN. 50' 15' 15' I I I I I I I I I I r.n ii EX. 6' A.C.P. I 1w JI A!,LEX_!~-~, I ~ i~ § I [ I \ I I(") I I 1 1'.rJ II: 1 ,z~ ii F.H. 11 , I I II\__ ii EX. 6" D.I.P. :I .II I I : I I I I I : I [I I' :I a: I "<j- "<j- >-w ...J ...J a: ~w oZ LLH ...J 3:::i: Ou _JI- WO: III :E I- I (.9 H ~ w w en l >-w ...J ...J a: w w (f) BRICK PLANTER ' 5 I' a.• ,1 tJ I[ • I' <n I x ,1 w ,1 ~I I I ,1 I I II 11 11 9 I 11 I • 11 I 11 I 11 I 11 I 11 I I 11 : 11 B '1 I 114 •11 6 IO' 15' 15' 25' BENCHMARK NB 4-36-74 ELEV. = 64.775 1876 ADJ. 25' SEE SHEET 2, TOP FOR RLLEY 34-B 10' p p I • I l I 1 >-w _J _J a: ~ LL w w CJ) REF: F.B. 522, PAGES 51, 52 ~ 60 DATE BY DESCRIPTION EX. 6" CIP BLOCK HALL RPP'D. APPROVED UT-IES DIRECTOR R.C.E. NO. 38799 DATE 20' 70' : u I "<j- "<j- C-2939 APaEll CORONA DEL MAR .lf. U_ WATER MAIN REPLACEMENT PUELJC ~ORKS DIRECTOR IN. IL' IL IE"-ff fl). "DIR' . Al Al = ,§. • R.C,E, NO, 12806 R ~ Il U\111Y,.;;;!J ""\!'',/' R • DATE 7-z.:t.-9~ 41,di!,=~ • AINID di!,41,=C DESIGNED SL DR/1WN H GRACIA CI TY OF NEWPORT BEACH W-5225-S 1----~-c'--R--E -V-I _S_I _O_N_S--~--+-----1------+-c""HE°"CcoKE"'"D--L-Dto"'RT"'~0-Ju_l _l_SS-;~ PUBLIC l--,IORKS DEPARTMENT SHEET 3 OF 4 I I ' ' • I ' I I s z C ' C r C ~ z rn u ·7 ~ <. z GJ z C s OJ m I) V: ~~--~ ~ ~ c, □ ~-· r R Q 7 G 6 '7 • r 0 ~ ::'.) 2 0 ~ ~ z G ;; 7: 0 ~ s . n ' ~ L1 c., ~ ; ~ I I l , : I I I I ;;: " 0 0 M TI 0 < z ' Q C -. 0 " > .,, <;: z I 0 ' D n 0 ~ u u ~ n ) 0 JJ ~ < z GJ z C < OJ m JJ 0 :.0 g < z ~ 50' ~ 5'1--I ~15_' ~t-- 1 ~1~5'------ii 5'~ I I t l I I EX. 6" DIP ! : i ~ -:1:~ ~~--:1--;·:·L_ __ SHH : : 1--z H ------7--:·-,-j I ' ~ I ' I g 6 I I I I I I a. u CJ: N X w ' ' I ' :Ill-' ., ' -l1t' ' ' ' ' ' EX. 6' ACP • 300· • 301 • • 302· • 303· DEFLECT" TO NEW ALIGNMENT N.T.S. DAHLIA AVENUE I I I • 304· I I ., • 306• ' ' I., I •, ' ' 14 ·308· 5 I I I I I • J ' • 310· --J FERNLEAF AVENUE OVER THIS LENGTH = \lEX. MULTI-GAS METERS 8 "' ~ .... CJ: t- "' {---_-------------~ ------------·\ ---------- ® N. T.S. BENCHMARK NB 4-36-74 ELEV. = 64.775 1976 ADJ. I 10 15 3 5 10 = REF: F.B. 522, PAGES 97 AND 101 t----+---+-------------+---1 □RTE BY DESCRIPTION APP'□. II II II II II II II II II II II II II II II II II II II II II II II (D INSTALL 6-INCH (DIP X CIP) TRANSITION COUPLING INCLUDING TRENCH RESURFACING PER CNB STD.-105-L. CD REMOVE EXISTING VALVE, RiSER, BOX AND COVER. 0 REMOVE EXISTING WATER MAIN AND FITTINGS, INTERFERING PORTIONS. ® INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52, IN 8-MIL LOOSE POLYETHYLENE ENCASEMENT INCLUDING TRENCH RESURFACING PER CNB STD.-105-L. © INSTALL 6-INCH DUCTILE IRON PIPE, CLASS 52, IN 8 MIL LOOSE POLYETHYLENE ENCASEMENT. @ CONSTRUCT THRUST BLOCK PER CNB STD.-510-L. :. @ CONSTRUCT NEW 1-INCH fl9TER SERVICE CONNECTION PER APPLICIJBLE PORTIONS -OF C.N.B. STD. 502-L, AND RECONNECT TO EXISTING SERVICE AS REQUIRED. @ INSTALL 6-INCH 45° BENDS HITH MECHANICAL JOINTS INCLUDING TRENCH RESURFACING PER CNB STD.-105-L. ® ABANDON EXISTING HATER MAIN. @ REMOVE EXISTING P.C.C. ALLEY APPROACH AND CONSTRUCT 6-INCH THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD.-142-L, TYPE "A". @ CONSTRUCT NEW !-INCH SERVICE CONNECTION, WITH EXTENSION, PER APPLICABLE PORTIONS OF CNB STD.-502-l AND RECONNECT TO EXISTING SERVICES RS REQUIRED. @ REMOVE EXISTING VALVE AND INSTALL BLIND FLANGE. COORDINATE SHUTDOWN WITH CITY FORCES, @ CONSTRUCT PER DETAIL 1, SHEET 4. @ DEFLECT TO NEW ALIGNMENT OVER 52 •. @ INSTALL4-INCH FLUSH OUT ASSEMBLY PER PROPOSED CNB STD.-527-l. (SEE SPECS.) (@) CONNECT TO EXISTING WATER' VALVE. C-2939 APPROVED APPROVED CORONA DEL MAR Q,.LL~ • .,,d: ( Ulli\JTJES DIRECTOR R.C.E. NO. 38799 DAT£ 6@U PUBLIC HORKS DIRECTOR R.C.E. NO. 12806 □RTE 7 -z. "L-"f 'r DESIGNED WATER MAIN-REPLAGEMENT------------------ 14' P.U.E. BElWEEN DAHLIA AND FER~LEAF AVENUES SL □RRfN LEON CI TY OF NEWPORT BEACH W-5225-S i---~~~-R_E_V--I -S--I _O _N_S--~-;------1-+------+.C"'HE"'CK°"E""□ --+=□"'m=E--+--=, LD 20 Jul 1994 PUBLIC WORKS DEPARTMENT SHEET 4 or 4 I . - I I I : I 1 ' I I I I ., I I I I '.I i I • s a ~ ~ a " ' n p C ., 'd 2 z C 5- [D r;i ~J 0 ]J ~ L G) z C < rn m ]J 5-t--__ _ -t:' -u s z 0 r 0 n 0 ~ 0 0 ~ a 7 ). ' 0 JJ ~ z --1,l •