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HomeMy WebLinkAboutW_5275_S. . • • ._, LL D >-I-..... u CITY OF COSTA MESA VICTORIA w > <r: 19TH ST. 0-INDICA.TES NlEA SHCWN ON LOCATION MAP VICINITY MAP NOT TO SCALE cl = ~ ~ oc 0 ~ oc q X SYMBOL LEGEND • 0 't? D , POWER POLE MANHOLE FIRE HYDRANT METER BOX -------0--VAL VIE ORANGE COAST COLLEGE ST. POWER POLE ANCHOR !:}, MONUMENT -x-x-x-FENCE BLOCK WALL 0 TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING cl oc ,. "" > 11 "- EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION -·-1----CENTERLINE -·--S----SEWER LINE ---·--W-WATER LINE - --G - - -GAS LINE --E--POWER LINE -TEL -TELEPHONE LINE -TV --CABLEVISION LINE -SP --SPRINKLER SYSTEM }J: STREET LIGHT Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BAKER {,_, • ~" ~'?-s-~~~ <:S ~ 00<, ORANGE CO. / F AIRGRCJJNDS f, CITY ~ C, OF > IRVINE UNIVERSITY WPORT _..l n:: ::,. BAY /' Q :I: I-U.C.I. ) !TY Q:' n:: <I: w !, 0 <I: AVE~ t I EWP 1BEA y :,~ RAGE if> YARD & S RESER. ~ --,,..--:.R"'-0.,__, 8; ~ ABBREVIATIONS AC ASPHALT CONCRETE AB AGREGATE BASE ACP ASBESTOS CEMENT PIPE APP'D APPROVED AVE AVIENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE CONC CONCRETE CONST CONSTRUCTION DIP DUCTILE IRON PIPE DEPT DEPARTMENT OWY · DRIVEWAY OU DUCT E EAST S'L Y SOUTHERLY EC END CURVE ELECT ELECTRIC EX EXISTING FE FLANGED END FL FLANGED END HOR HORIZONTAL INT INTERSECTION INV INVERT LF LINEAR FEET MJ MECHANICAL JOINT N NORTH N'L Y NOR TI-I ERL Y NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE PP POWER POLE PROP PROPOSED PVC POLYVINYL CHLORIDE (PIPE) PVMT PAVEMENT RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE RT RING TIGHT R/W RIGHT-OF-WAY PUBLIC WORKS C-3278 APPROVED: wJL DATE: PUBLIC WORKS DIRECTOR R.C.E. 16791 . . . APPRovEo:~h ·cQ~ DATE: 5"-uJ-97 UTILITIES MANAGER R.C.E. 25553 EDGEWATER AVENUE I 1 I D ~ - LOCATION MAP NOT TO SCALE ~ ti ~ :g ~ ~ ~ f.-~ V) ~ ~ •· ll=i i ~ ~ ~ Cl !!? :'i ~ ~ I I I j 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 1994 EDITION. 2. STATIONING REFERS TO PIPE STATIONING. 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 EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GAURDED 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. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. • 6. ALL WATER AND SEWER PIPE SHALL BE BEDDED PER TRENCH DETAIL ON. SHEET 6. 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN.) UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATION. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH ST0-510-L. 9. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. ' 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF OF ANY FIRE HYDRANTS AND ANY LANE CLOSURES AT (949) 644-3106. 11. ALL FLANGE 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. 12. 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 13. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL E JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREADED ROD; NUTS. BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE. BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. • 14. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND .• 15. ALL BOLTED AND THREADED FASTNERS 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 FASTNERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER 16. WATER AND SEWER LINE DISTANCES SHOWN ON THE PLAN ANO IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 17. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 18 THIS PROJECT INCLUDES CONNECTOINS TO EXISTING ASBESTOS CEMENT PIPE (ACP) AND CUTTING AND REMOVAL OF A.C.P. THE CONTRACTOR IS ADVISED ASBESTOS IS A KNOWN CARCINOGEN WHEN INHALED AND POSES SERIOUS HEALTH RISKS. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND HANDLING OF A.C.P. IN STRICT CONFORMANCE WITH APPLICABLE CAL-OSHA E.P.A. AND GOVERNING HEAL TH AGENCY REQUIREMENTS. SEE THE PROJECT SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. 19. PRIOR TO CONTRACTOR PERFORMING MODIFICATIONS AND REPAIRS TO THE C.S.0.0.C. MANHOLE STRUCTURES, CONTRACTOR SHALL OBTAIN A PERMIT AND ASK FOR INSPECTION BY C.S.D.O.C. CONSTRUCTION DIVISION AT (714) 962-2411 EXT. 5113. 20. ALL SEWER LINES TO BE OWNED. OPERA TED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING AND MANDRILLING. ALL \.1DEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES PERSONNEL. ANY SEWER LINES FOUND TD BE INSTALLED INCORRECTLY, DEFECTIVE. DAMAGED OR OTHERWISE COMPRISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. 21. CONTRACTOR SHALL ADJUST AND RELOCATE METER BOX TO GRADE AT PROPERTY LINE AND WILL CONNECT TO EXISTING SERVICE ON PROPERTY SIDE OF METER. CONSTRUCTION NOTES 0 REMOVE EXISTING CONCRETE SEWER PIPE AND INSTALL 8" P.V.C. GRAVITY SEWER PIPE (SDR-35). BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING 0 REMOVE EXISTING 6" C.I.P. INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES AND INSTALL NEW 8" P.V.C. C-'900 CLASS 150. BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. 0 INSTALL NEW P.V.C. (4" OR 6", SDR-35) SEWER LATERAL AND CLEANOUT PER CITY STD-406-L BACKFILL AND BEDDING PER TIRENCH DETAIL ON SHEET 6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING 0 INSTALL 1" METER SERVICE PER CITY STD-502-L ® REMOVE EXISTING MANHOLE AND CONCRETE PIPE AND INSTALL NEW 48" I.D. MANHOLE PER CITY STD-401-L. USE GPK MANHOLE ADAPTERS 0 CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ~DDRESS CONNECTS. TO THE SEWER MAIN 0 INSTALL 12" X 8" 0.IP. REDUCER (FE X MJ) @ INSTALL 12" CLASS 150 (FE X FE) BUTTERFLY VALVE WITH VALVIE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L @ INSTALL 6", 45• DUCTILE IRON BEND (FE X MJ) @ INSTALL 12". 90° (FE X MJ) DUCTILE IRON BEND @) REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6" WATER MAIN TO THE WATER METER. WATER METER WILL BE REMOVIED BY CITY FORCES @ INSTALL 12" X 6" D.I.P. REDUCER (MJ X MJ) ® REMOVIE, STORE AND REPLACE EXISTING 30" PALM TREE AND BRICK PLANTER @ REMOVIE EXISTING 12" X 10" REDUCER AND INSTALL 12" TRANSITION COUPLING (P.V.C X D.IP.) @ INSTALL 8" X 6" D.1.P. REDUCER (MJ X FE) @ REMOVIE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER AND RETURN TO THE UTILITIES YARD.(949 WEST 16TH STREET) @ INSTALL 6" FE X MJ ADAPTER SCO SEWER CLEAN OUT SD STORM DRAIN SECT SECTION =1~1 ==s WEST BN NENUE it! ~ DI 10 =1; 4 "' "' :;] :;] EAST BN AVENUE I I l:'i ALJ..EY 245-M "' ij I [ ® CONSTRUCT THRUST BLOCK PER CITY STD-510-L 0 INSTALL 6" DUCTILE IRON TEE (FE X FE) @_) INSTA~L 6" TRANSITION COUPLING (P.V.C. X C.IP.) @ INSTALL 6" FIRE HYDRANT ASSEMBLY PER CITY @ INSTALL 14" X 12" DI.P. REDUCER (FE X MJ) @ REMOVE EXISTING C.IP. INCLUDING FITTINGS. THRUST BLOCKS AND APPURTENANCES AND _ INSTALL .3', 14" D.IP .. BACKFILL AND BEDDIING PER TRENCH DETAIL ON SHEET 6. SHTS SHEETS S'L Y SOUTHERLY SMH SEWER MANHOLE ST STREET STL STEEL TR TRACT TYP TYPICAL VCP VITRIFIED CLAY PIPE VERT VERTICAL W WEST W/L Y WESTERLY EMERGENCY TELEPHONE AGENCY SOUTHffiN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT J ~ NUMBERS NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222 2 ftLLEY 256-1< 542-3975 AFTER 6:00 PM 720-4040 1-800-422-4133 ~ DI I <( >- \ ~ ftLLEY 245-1< ~ 1 3 WEST BALBOA 80/JWIARD ~ t:i ~ "' □~01 10~01 CJ ... ct: "' : I I : I . ~ f.-\/\ <( " ~ WEST OCEIJJI FROl{T "' APPROVAL RECOMMENDED: ;};1,,Jv.A /Jlt/:c(1vw,.,,L TRANSPORTATION ANO DEVELOPMENT SERVICES SHEET INDEX SHEET 0 0 @ RCE 22045 DESCRIPTION TITLE SHEET © ALLEY 256K & 248. PLAN & PROFILE ® ALLEY 242 & 249, PLAN & PROFILE © (ALLEY 248 12" WATER PROFILE) APPROVAL RECOMMENDED: RCE 24967 . @ INSTALL 14" TRANSITION COUPLING (D.IP. X C.I.P.) 6 AST 8/!UJOA BOULEVARD ST0-500-L WITH 6" RESILIENT WEDGE GATE VALVIE (FE X MJ) AND DUCTILE IRON TEE (MJ X FE) @ INSTALL 8" CLASS 150 (MJ X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, SID-510-L-C, AND STD-511-L @ INSTALL 8", 90° (FE X MJ) DUCTILE IRON BEND @ PROTECT EXISTING 2" STL. GAS MAIN IN PLACE ® INSTALL NEW 6". P.V.C. C-900, CLASS 150 PIPE. / '] ~ N1£Y 256-P ·~ <-> £ AST OCEAN FRONT ALLEY 245K & 239, PLAN & PROFILE . • ALLEY 237K & 245M, PLAN.PROFILE & DETAIL ALLEY 256P, PLAN & PROFILE BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS HORIZONTAL GONTROL STATION GPS NO. 6183 AT BALBOA BLVD. AND ISLAND AVE. AND GPS NO. 6273 AT BALBOA BLVD. & 11th ST. BEING N7¢28'55"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. C C: BENCHMARK: @ INSTALL 8". 11.25° DUCTILE IRON BEND (MJ X FE) @ REMOVE EXISTING CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES @ REMOVE EXISTING 10" C.I.P. INCLUDING FITTINGS, THRUST BLOCKS ANO APPURTENANCES AND INSTALL NEW 12" P.V.C. C-900 CLASS 150 BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. BM NO. 1E-68-68, ELEVATION· 5.283 NGVD29/1995 OCS ADJ. 0.8 MILE NORTHV.EST ALONG BALBOA BOULEVARD FROM THE POST BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6 ® INSTALL 12", 45° (MJ X MJ) DUCTILE IRON BENO @INSTALL 6" CLASS 150 (MJ X MJ) RESILIENT WEDGE GATE VALVE WITI-1 VALVE BOX AND RISER PER CITY STD-508-L. STD-510-L-C. AND STD-511-L ® REMOVIE EXISTING SEWER CLEANOUT AND INSTALL NEW 48" 1.0. MANHOLE PER CITY STD-401-L. USE GPK MANHOLE ADAPTERS C-3278 OFFICE, TO IT'S INTERSECTION WITH 10TH STREET; 22 FT. t---t----t---------------t-----lt---------t NORTHEAST OF THE CENTERLINE OF BALBOA BOULEVARD; 26 FT. DATE BY DESCR!PT!ON APP'D W-5275-S SOUTHEAST OF THE CENTERLINE OF 10TH STREET; ABOUT 0.8 OF t---~-~-------------~--;1----------1 A FT. HIGHER THAN THE BOULEVARD. REVISIONS SHEET 1 OF 6 . . . ' ~-,, ... :,!( -;:;: :~. -\·; ' ·-, ,,.,..,, ,-. ,, -,., . '. :; •• .. ; -~ • :1 ...-: ·.; . . ,. • < ,- ~--:" \ ..... ~-: .. . "' ',. •'• . ',, ··,· ·i > • ~' •, ~ ~; :;: . ,, i ., -.. -~- >-.. :/ ' '' ;,: \'• r ",> ,, ',' "•! '.~.t :; •• .f· " ' ',-', ~~--,· -~· ,\ f i;; ,!_ •a,.;• ,~-.:~ ~--. :_ ,:'c \'-· .. 7: ·, ,. ·,,. -~-'-/: {, ' ?_ k'.\': ~\ • '_-! '-t • ',; .. ,_ IU IU 0: ,_ Cl) .. " .. 10+00 11 +00 • LIMIT OF CONSTRUCTION STA. 10+00.00 5 827 11/t;z.t I© ' ALLEY 12+00 CONSTRUCT 8" P.V.C. SEWER PIPE 256K vvza TRENCH RESURFACING IN ACCORDANCE WITH TRENCH DETAIL ON SHEET 6. STA. 13+00 WEST 8 23 29 LIMIT OF CONSTRUCTION OCEAN BALBOA BLVD. 14+00 CONTRUCT 12" P. V.C., C-900, 15 CLASS 150 WATER PIPE SEE PROFlLE SHEET 3 co ~ C\I 2 k----i15 ~ >-w ..I ..I ... ~_..__J7) ;··-~ @--"" 8 k----i 2 DETAIL A N.T.S. <C DATE BY DESCRPTION App°D_ APPR0\1:D ® REMOVE EXISTING 6" C.I.P. INCLUDING FITTINGS, TIHRUST BLOCKS AND APPURTENANCES AND 0 0 ® INSTALL NEW 8" P.V.C. C-900 CLASS 150. BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. INSTALL NEW P.V.C. (4" OR 6", SDR-35) SEWER LATERAL AND CLEANOUT PER CITY STD-406-L BACKFlll AND BEDDING PER TIRENCH DETAIL ON SHEET 6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING INSTALL 1• METIER SERVICE PER CITY STD-502-L REMOVE EXISTING MANHOLE AND CONCRETE PIPE AND INSTALL NEW 48" I.D. MANHOLE PER CITY STD-401-l. USE GPK MANHOLE ADAPTERS © CONTRACTOR SHALL WRITE IN TIHE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE SEWER MAIN 0 INSTALL 12" X 8" D.I.P. REDUCER (FE X MJ) © CONSTRUCT TIHRUST BLOCK PER CITY STD-510-L ® INSTALL 8" DUCTILE IRON TEE (MJ X FE) @INSTALL 6" TRANSITION COUPLING (P.V.C. X C.I.P.) @INSTALL 8" CLASS 150 (MJ X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L. STD-510-L-C, AND STD-511-L @ INSTALL 8", 11.25° DUCTILE IRON BEND (MJ X FE) e REMOVE EXISTING CAST IRON PIPE INCLUDING FITTINGS, TIHRUST BLOCKS AND APPURTENANCES REMOVE EXISTING 10" C.I.P. INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES AND INSTALL NEW 12" P V.C C-900 CLASS 150 BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. REMOVE EXISTING WA TIER SERVICE LINE FROM THE EXISTING 6" WATER MAIN TO THE WATER METER. WA TIER METER WILL BE REMOVED BY CITY FORCES @ REMOVE EXISTING 12" X 10" REDUCER AND INSTALL 12" TIRANSITION COUPLING (P.V.C. X D.I.P.) @ INSTALL 8" X 6" D.I.P. REDUCER (MJ X FE) @ REMOVE AND SALVAGE EXISTING VALVE. RISER, BOX AND COVER AND RETURN TO TIHE UTILITIES YARD.(949 WEST 16TH STREET) @ INSTALL 6" FE X MJ ADAPTER @) INSTALL 8", 90° (FE X MJ) DUCTILE IRON BEND ® REMOVE EXISTING SEWER CLEANOUT AND INSTALL NEW 48" I.D. MANHOLE PER CITY STD-401-L. USE GPK MANHOLE ADAPTERS ·::•' -;-• ... . .. ' :, . " ------1, C-3278 CENTRAL BALBOA WATER AND SEWER IMPROVEMENTS OE~GNED • CASTANON ORAIIN • C"IANOII CITY OF NEWPORT BEACH W-5275-S 1--.....J.---'------------------'---lc=~"'~'-"-'=c+=-"'~'--'"-'~==-i f---------1 CHECKED M. ~NACORI DATE APRL 14, 1999 PUBLIC WORKS DEPARTMENT RE\1SIONS 51,EEJ 2 Cf 6 .. , I ' 0 0 0 0 © 10+00 CONSTRUCTION NOTES REMOVE EXISTING CONCRETE SEWER PIPE AND INSTALL 8" P.V.C. GRAVITY SEWER PIPE (SDR-35). BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING INSTALL NEW P.V.C. (4" OR 6", SDR-35) SEWER LATERAL AND CLEANOUT PER CITY STD-406-L BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING INSTALL 1" METER SERVICE PER CITY STD-502-L REMOVE EXISTING MANHOLE AND CONCRETE PIPE AND INSTALL NEW 48" I.D. MANHOLE PER CITY STD-401-l. USE GPK MANHOLE ADAPTERS CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE SEWER M'AIN CONSTRUCT THRUST BLOCK PER CITY STD-510-L REMOVE EXISTING 10" C.I.P. INCLUDING FlTTINGS, THRUST BLOCKS AND APPURTENANCES AND INSTALL NEW 12" P.V.C. C-90Q CLASS 150 BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6" WATER MAIN TO THE WATER METER. WATER METER WILL BE REMOVED BY CITY FORCES REMOVE EXISTING 72" X 70" REDUCER AND INSTALL 12" TRANSITION COUPLING (P.V.C. X D.I.P.) INSTALL 6", 45° (MJ X MJ) DUCTILE IRON BEND I N t-w w I C/l w w C/l 0 0 • N O'l + 0 .... . <( t-(/) 11 +00 • Q > _, ID ct 0 ID _, ct ID I-"' w 1 ;:: ~ ...J ~ I . 0 (/) • N ' ; / / / I,' , 5' MIN.- ASPH. :(;I.t- i--~SMH I . ~ I I I I I I ; ~ I I I I I ... //,'/// 12+00 CONTRUCT 12" P.V.C., C-900, CLASS 150 WATER PIPE 13+00 15 -EXIST. tO 0 <X) 6'WOOO FENCE I CZffiB® 1 a~ PICKET fENC.E N I S'IYOOO • f"ENCE ALLEY 242 V27A EXISTING DIRT ALLEY. AFTER CONSTRUCTION INSTALL 2" AGREGATE BASE. TRENCH RESURFACING IN ACCORDANCE WITH TRENCH DETAIL ON SHEET 6. 12" D.I.P. ,•,IJ,..A, J?)__ f_ h1 u ..., • ' z fTJ fTJ ;c, 10+00 8TH. ST. LIMIT OF CONSTRUCTION ~---------------, 5 STA. 10.00+00 nWM ,, .. ,ii.::,~ 7721 'it; J L!) 720 i:o I • CONSTRUCT 8" P.V.C. SEWER PIPE ALLEY 249 1---+--+------------+----t ~ ) • I DAlE 11+00 \'' ~ 7..0' sc1>-1..E:, ----:::::::=- ~ ASPH. ' 5' MIN.- t I/ , , t I : I ...J w ,- • Q > _, ID 1:>SMH ct 0 ID _, I I ~ ct ID ' • ' : . LIMIT OF CONSTRUCTION STA. 11+32.80 BY DESCRIPTION APP'D. DESGNED ORAIII< ,.. CASTANC/1 A. CASTANON CITY OF NEWPORT BEACH W-5275-S 1---L....--"-----------------~--,lcCIIE=CK~EOa-~==t-,D-,,AlE=-~'-"-~-'--I 1---------l RE',l~ONS M. ~NAGORI APRIL 14, 1999 PUBLIC WORKS DEPARTMENT SHEET J or, J / I .,.· ,-~ • • r . : I O') C') N > w ..J ..J <C 1 .,. l/6rsnl® l!otf'II® GONSTRUCT 8" P. V.C. SEWER PIPE PROFILE LINE 'A' I/Off!!© • BAY .. -- -:ij~.Lll91'>:•Ejt.;'l.t>,• ;._.:. ::.-.-:. ._ :_. .... : : '·:··•-. .. ··---: .. .. ·-.. •·.,. :''., .. " •• "--.:·,._:",, 11+00 12+00 I > w ..J ..J <C --..._L=I =M l:...:_T_O::..:.F---=-C-=.O:....:..N S::..:.T:..:...R=U--=-C-'-'Tl=O-'-'-IN 5 ST A. 12+50.00 10+00 0 0 0 CONSTRUCTION NOTES REMOVE EXISTING CONCRETE SEWER PIPE AND INSTALL 8" P. V.C. GRAVITY SEWER PIPE (SDR-35). BACKFILL, BEDDING AND TRENCH RESURFACING PER TRENCH DETAIL ON SHEET 6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING INSTALL NEW P.V.C. (4" OR 6'', SDR-35) SEWER LATERAL AND CLEANOUT PER CITY STD-406-L BACKFILL, BEDDING AND TRENCH RESURFACING PER TRENCH DETAIL ON SHEET6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING REMOVE EXISTING MANHOLE AND CONCRETE PIPE AND INSTALL NEW 48" I.D. MANHOLE PER CITY STD-401-L. USE GPK MANHOLE ADAPTERS CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE SEWER MAIN @REMOVE EXISTING SEWER CLEANOUT AND INSTALL NEW 48" I.D. MANHOLE PER CITY STD-401-l. USE GPK MANHOLE ADAPTERS 11 +00 . L • "I ',;c~ ~ •'::', ~--'.' ,(, i ., . • ------◄< C-3278 •· --..... ---------------,,--=----------------------..a.------i:·· APPRO\£D 0---f-----ar------------------+----< DATE BY DESCRPTiotl APr'D. I DATE UTIUTIC,l'N~~EER ~N0.46214 S•l.O -q"I CENTRAL BALBOA WATER AND SEWER IMPROVEMENTS W-5275-S DESGNED /.. CASTANON DRA\\N /.. CASTANON CITY OF NEWPORT BEACH l----''----'------------------'---ll,cCH~E~CK~EDc--"'-"'==,1,-DA~TE~--"-===-t >---------ii REl1S!ONS ~-S!NAco~ APRIL 14. 1999 PUBLJC WORKS DEPARTMENT SHEET 4 or 6 10+00 ALLEY 255 CONTRUCT 12" P.V.C., C-900, ~--------------~-----'--<15 CLASS 150 _WATER PIPE SEE ASPH. • LIMIT OF CONSTRUCTION .STA. 11+60.50 SEE DETAIL A EXIST. 28 14" C.I.P. DETAIL A N.T.S. STA. 10+00.00 EXIST.~ 3, is) 6" C.I.P_L n p 10 -r 1 ® 31 17 ~ DETAIL B N.T.S. , - 15 ALLEY TRENCH RESURFACING IN ACCORDANCE WITH TIRENCH DETAIL ON SHEET 6. 237 ' LIMIT OF CONSTRUCTION ~----------------<5 STA. 11+27.00 > w ..J ..J <C / ' I . I . I • ' I ' i ' ' ! i i I 0 CONSTRUCTION NOTES REMOVE EXISTING CONCRETE SEWER PIPE AND INSTALL 8" P.V.C. GRAVITY SEWER PIPE (SDR-35). BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING INSTALL 2" METER SERVICE PER CITY STD-502-L REMOVE EXISTING MANHOLE AND CONCRETE PIPE AND INSTALL NEW 48" 1.D. MANHOLE PER CITY STD-401-L. USE GPK MANHOLE ADAPTERS CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE SEWER MAIN CONSTRUCT THRUST BLOCK PER CITY STD-510-L INSTALL 6" TIRANSITION COUPLING (P.V.C. X C.I.P.) REMOVE EXISTING CAST IRON PIPE INCLUDING FITTINGS. THRUST BLOCKS AND APPURTENANCES REMOVE EXISTING 10" C.I.P. INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES AND INSTALL NEW 12" P. V.C. C-900 CLASS 150 BACKFILL.: AND BEDDING PER TRENCH DETAIL ON SHEET 6. INSTALL 12" CLASS 150 (FE X FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, SID-510-L-C; AND STD-511-L @ INSTALL 6", 45° DUCTILE IRON BEND (FE X MJ) @ INSTALL 12", 90° (FE X MJ) DUCTILE IRON BEND @ REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6" WATER MAIN TO THE WATER METIER. WATER METER WILL BE REMOVED BY CITY FORCES @ INSTALL 12" X 6" D.I.P. REDUCER (FE X MJ) @) REMOVE, STORE AND REPLACE EXISTING 30" PALM TIREE AND BRICK PLANTER REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER ANO RETURN TO THE UTILITIES YARD.(949 WEST 16TH STREET) @ INSTALL 14" X 12" DI.P. REDUCER (MJ X MJ) @ REMOVE EXISTING C.I.P. INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES AND INSTALL~'• 14" D.I.P., BACKFILL AND BEDDIING PER TRE CH DETAIL ON SHEET 6 6' @ INSTALL 14" TRANSITION COUPLING (D.I.P. X C.I.P.) ® INSTALL N_EW 5", P.V.C. C-900, CLASS 150 PIPE. BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6 I_ ,,:\\ i':'-: \ -.(;'-; ,7 ;' :~,; 1::_·,,:: ~~--:i, .:·"" -, .. ' .. • • I';'.": :f', '~· ' ~,' _, ~,i .·: .. ,,-~ -: . ... i,;' ~:-i>_, ,,-. ' ·,":7: ... ..: ; C-3278 ,-----,,---,.------------,.---~------------------..._ ___ __.:,, APPRD\£D , CENTRAL BALBOA I [5[NQNEER WATER AND SEWER .E. NO. 46214 . ~-+---+----'·--------+---J.D;;;;,AlE~;;;:::S:;;;;;•1.;;;;t:>~-"1~-i==-1----1-M_P_R_O_V_E_M_E_N,...T_S ___ -I DE9GNED ORA\\N A. CASTANCI< . A. CASTANON CITY OF NEWPORT BEACH W-5275-S t--~--~----------------~--ll=c-=c--"-""-=-"'-t=c-~~=-1--------'---"' CHECKED DATE DAT£ BY DESCRIPTION APP'D. RE\1SIONS I M. ~MAC~ APRIL 14, 1919 PUBLIC WORKS DEPARTMENT SHEET 5 Of 6 ----------------------------------------------------------------------------JL..--------------.L-.....:::;.;::;::;::::.L.......::~:.;;:;:.iJ...-________ ...i... ____ , I I "- LIMIT OF CONSTRUCTION 10 STA. 10+00.00 EXIST. 6" I l/off/lCv 3 LIMIT OF CONSTRUCTION 5 STA. 10+00.00 I CONTRUCT 8" P. V.C., C-900, 2 CLASS 150 WATER PIPE 210 1ll:t6-t: I© 30 ' \\ 'b !/lii3'\(D CONSTRUCT 8" P. V.C. ~---------,,------,---; 1 SEWER PIPE (SOR 35) \ ALLEY 256P 11 NOTES: ---------- ~ FINISH PAVEMENT REPLACEMENT FOR IMPROVEMENTS SHOWN ON PLAN W-5275-S, SHEET 4 AND S-5158-S, SHEETS 8, 9 AND 10 WILL BE DONE BY THE CITY UPON j 1. TRENCH WIDTH SHALL BE O.D. + 12" MINIMUM, OR O.D. + 20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. • COMPLETION OF THIS CONTRACT. THE CITY WILL GRIND PAVEMENT 1 1/2" AND PROVIDE AN A.C. OVERLAY OF 1 1/2". THE CONTRACTOR WILL BE RESPONSIBLE FOR BASE ) LIMIT OF CONSTRUCTION,10y23) STA. 13+18.00 • • '-- SEE DETAIL A •• 6" C.I.P. • 0 Q c( z 0 a: 0 () LIMIT OF CONSTRUCTION 5 STA. 13+16.70 2 I~ 18 ' 1 3'1 . l 12 12 111---23 FH DETAIL A N. T.S. PAVING TO 1" BELOW FINISHED GRADE FOR IMPROVEMENTS SHOWN ON THESE PLAN SHEETS ONLY. REPLACE P.C.C. SECTIONS WITH MINIMUM OF 8-INCH SECTION _ TRENCH SHEETING OR SHORING IF USED 0.4 O.D. 0 w a. <{ I V, UNDISTURBED SOIL, TYPICAL TRENCH DETAIL N.T.S. REMOVE EXISTING CONCRETE SEWER PIPE AND INSTALL 8° P.V.C. GRAVITY SEWER PIPE (SDR-35). BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING 0 REMOVE EXISTING 6" C.I.P. INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES AND 0 0 0 INSTALL NEW 8'' P.V.C. C-9OO CLASS 150. BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. INSTALL NEW P.V.C. (4" OR 6", SDR-35) SEWER LATERAL AND CLEANOUT PER CITY STD-406-L BACKFILL AND BEDDING PER TRENCH DETAIL ON SHEET 6. SUBSTITUTE 3/8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING INSTALL 1'' METER SERVICE PER CITY STD-502-L REMOVE EXISTING MANHOLE AND CONCRETE PIPE ANO INSTALL NEW 48" I.D. MANHOLE PER CITY STD-4O1-L. USE GPK MANHOLE ADAPTERS ® CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE .THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE SEWER MAIN 0 INSTALL 12" X B" D.I.P. REDUCER (FE X MJ) <:) z 0 0 w m -c--· 10 EXIST. 6" C.I.P: ® CONSTRUCT THRUST BLOCK PER CITY STD-51O-L ® INSTALL 8" X 6" DUCTILE IRON TEE (FE X FE) @INSTALL 6" .TRANSITION COUPLING (P.V.C. X C.I.P.) @ INSTALL 6" FIRE HYDRANT ASSEMBLY PER CITY STD-5OO-L WITH 6" RESILIENT WEDGE GATE VALVE (FE X MJ) ANO DUCTILE IRON TEE (MJ X FE) @INSTALL 8" CLASS 150 (MJ X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX ANO RISER PER CITY STD-5O8-L, STD-51O-L-C, AND STD-511-L @ REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6" WATER MAIN TO TriE WATER METER. WATER METER WILL BE REMOVED BY CITY FORCES ' '1 \ @ REMOVE EXISTING 12" X 10" REDUC 1. AND ' INSTALL 12" TRANSITION COUPLING (" .C. X D.I.P.) @ INSTALL 8" X 6" D.I.P. REDUCER (MJ ). @ REMOVE AND SALVAGE EXISTING VALVE, RISER-,, BOX AND COVER AND RETURN TO THE UTILITI~ .. t· .. : r "· .. •, '·, j. ' ;-I . -'• ,, I • .. ,. . ,l . ]{' ;/.d ,.: ( . ,._.( ; ,, I .i • 1 v• .. , I;:' I ",' •. ; , .,, l YARD.(949 WEST 16TH STREET) ( \ '\ _ . @ INSTALL 6" FE X MJ ADAPTOR ',, __ • ....------1 : '~ ,----,---,---------,---=~---------------C-3_27_8--1: ·I t----+-----+---------+----1~.l--W;~~~~~DB~~~~~ i..J 0--;-c:.:0 ,, 4 _ 6 :~ IMPROVEMENTS APP'D. ac3GNED A. CASTANON ORAi™ I. CASTANON CITY OF NEWPORT BEACH 1--~--~-------------~---=----+------1 r--------i ~ECKED DATE M. 3NACORI APRIL 14, 1999 DATE BY DESORPTION R~SIONS PUBLIC WORKS DEPARTMENT W-5275-S ,iJEET 6 Of €,