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HomeMy WebLinkAboutW_5224_S:I: f§ u ,-: ~ Li] _~_j_ _ _jJ'..__cA~D':".AH':'._S ___cA"cVE::_-_,.--f- lD 0 ~ J m ORANGE COAST z: CITY OF COSTA MESA COLLEGE C) I-~ ~ ~ ~ ~ I-~ .. z: 6 =' ~ :::r:: I..J.... C) >-I--u VICTORIA r--, . ' , I UJ > <I: j , 19TH --~/ <I: \ ~ ,. r5 ,, u '\ <I I \ .....J ' \. ... r-"-a... -INDICATES AREA SHOWN ON LOCATION MAP ST. VICINITY MAP NOT TO SCALE "' 0 m = ~ ~ SYMBOL LEGEND • 0 'xi D ---0---- Di -x-x-x- 0 (){j .LLL. LLL .LLL ..LLL i i i i II II : : : : ::::': ':: I I ~///(////ta POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE BLDCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK CONCRETE BUILDING ST. ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION ---!i.---CENTERLINE ----s----SEWER LINE ------w-WATER LINE ---G---GAS LINE --E--POWER LINE -TEL--TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM b'. STREET LIGHT Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG c5 = 3 w ;: = ii' BAKER ORANGE CO. F AIRGROUNOS -----... '··✓ , / / .. .. CITY OF IRVINE U.C.I. RO. UTILITIJE§ DJEP AR TMJENT AVOCADO AVENUE WATERL~NE ABBREVIATIONS ACP 8. c. C. 8. C □. I. P. E E. C. E. C.R. EXIST. F. E. G G. B. INV M. E. E. M. O. A. M. J. P. C. C. PROP. R. T. s S. C. E. s. □. S. F. M. STA. ST.LT. ST. STA. TELE V. C. P. w PROJECT LOCATION ASBESTOS CEMENT PIPE BEGIN CURVE CATCH BASIN CENTERLINE DUCTILE IRON PIPE ELECTRIC END CURVE END CURB RETURN EXISTING FLANGED END GAS GRADE BREAK INVERT ELEVATION MACHINED EACH END MACHINED OVERALL MECHANICAL JOINT POINT OF COMPOUND CURVATURE PROPOSED RING TIGHT SEWER SOUTHERN CALIFORNIA EDISON STORM DRAIN SEWER FORCE MAIN WATER LINE STATION STREET LIGHT STREET STATION TELEPHONE VITRIFIED CLAY PIPE WATER LOCATION MAP hOT TO SCALE EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 634-0251 B95-0221 611 644-3011 %2-2411 542-6222 542-3975 AFTER 6:00 PM 720-4040 1-800-422-4133 EXTENS~ON PROJECT APPROVED: ~C,=•-L~/.;=---=~==='---------- 1 6fk1r1Es DIRECTOR R.C.E. 38799 DATE: _s+-/s_,_/9_s __ CONSTRUCTION NOTES 0-INSTALL 12' DIA. CLASS 200 P. V. C. PER CITY OF NEWPORT BEACH ST□-105-L AND STD-106-L ©-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN INCLUDING TEES,BENOS, VALVES,PLUGS ANO THRUST BLOCKS. @--INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH ST□-500-L. @-EXISTING 2'A.C.OVER 4'AGGREGATE BASE PAVEMENT. @-EXISTING MACADAM PAVEMENT WITH A. C. OVERLAY, CONTRACTOR TO REPLACE TRENCH SECTION WITH 4'A.C, OVER 6"AGGREGATE BASE PER CITY OF NEWPORT BEACH STD-105-L.SEE DETAIL 3 ON SHEET 5 FOR LIMITS OF REPLACEMENT. @-INSTALL 12' (F. E. x M. J.J BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH ST0-506-L,ST0-508-L AND STD-511-L. 0-INSTALL 12' IF. E. x F.E.J BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-506-L,ST0-508-L AND ST□-51 l·L. @-EXISTING CONCRETE PAVEMENT. REPL/\CE PER CITY OF NEWPORT BEACH STD-105-L. @-INSTALL 8' DIA (M. J. x M. J.) DUCTILE IRON 45" BEND. @-INSTALL 12'x8' (F. E. x F. E.J DUCTILE IRON ECCENTRIC REDUCER. @--INSTALL 8' IF. E. x M. J .J ADAPTER. @-INSTALL 6' CLASS 200 P. V. C. WATER PIPE PER CITY OF NEWPORT BEACH ST□-106-L. FOR PROFILE SEE SHEET 6. @--INSTALL 6' x 6' IM, J, x F. E.J 0,1, TEE, @--INSTALL 8' !M. J. x M. J.l BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-506-L,ST□·508-L ANO ST□-51 l·L. @-INSTALL 8' DIA. CLASS 200 P. V. C. PER CITY OF NEWPORT BEACH ST□·105-L ANO STD·106-L. @--INSTALL 6' (F. E. x M. J,) ADAPTER. @-INSTALL 12'x6' IF. E. x F. E.) □.!. TEE. @--PROVIDE TEMPORARY THRUST RESTRAINT ON EXISTING VALVE DURING TIE-IN. @-REMOVE EXISTING COUPLING. CONNECT TO EXISTING A. C. P. WITH P. V. C. x A. C. (HOA) TRANSITION COUPLING @-INSTALL 12' x 12'IF. E. x F. E.l D.I. TEE. @-INSTALL 8' (M.J. x H.J.) SOLID SLEEVE @-INSTALL 8'x6' (M. J. x F. EJ D.I. TEE. @-INSTALL 12'x6' IM,J, x F,E,J D,I, TEE @-INSTALL THRUST BLOCK PER "CITY OF NEWPORT BEACH ST□-510-L. @-INSTALL 6' DIA. CLASS 200 P. V. C. PER CITY OF NEWPORT BEACH STD·l05-L ANO STD·106-L @-INSTALL 12' DIA. IF. E. x M. J.) ADAPTER. @-c□NNECT A. C. P. TO P. V. C. PIPE MATERIAL W/ A. C. COUPLING ANO A. C. x P. V. C. TRANSITION GASKET @-INSTALL 12' DIA .. 1'-4' LONG 0.1. SPOOL. @-INSTALL CITY FURNISHED 12' DIA. A. C. P. CLASS 150, 3'-3' CLOSURE PIECE. @-REPLACE EXISTING 0-RING GASKET W/ □. I. x P. V. C. TRANSITION GASKET. @-INSTALL CITY FURNISHED 12' CLOSURE COUPLING, @-INSTALL CITY FURNISHED 12' CLASS 150 A. C. P. PIPE PER CITY OF NEWPORT BEACH STD-106-L. @-c□NNECT A. C. P. TO P. V. C. PIPE MATERIAL W/ A. C. COUPLING ANO A. C. x P. V. C. TRANSITION GASKET. @-INSTALL 6' IF, E. x M, J,) BUTTERFLY VALVE WITH VALVE BOX ANO RISER PER CITY OF NEWPORT BEACH STD-506-L AND ST□-508-L. @-REMOVE EXISTING COUPLING. CONNECT TO EXISTING A. C. P. WITH P. V. C, x A. C. !ROUGH BARREL> TRANSITION COUPLING @-INSTALL 6' (A.C. x P.V.C. C-900) TRANSITION COUPLING & ®-1NSTALL !2""DIAJA.C. • M.J.) ADAPTER. £ @-INSTALL 8"DIA.(F.E. x M.J.) DUCTILE IRON 45'BEND. BASIS OF BEARINGS: BENCHMARK: □.C.B.M. NB-3K-46-91 ELEV. 93.184 THE BEARINGS SHOWN ON THESE PLANS ARE BASED ON THE CENTERLINE OF AVOCADO AVENUE, BEING N 39'40'17' E AS SHOWN ON TRACT MAP N0.2813,RECDRDED IN BOOK 94,PAGES 45-47,REC□RDS OF ORANGE COUNTY, ON THE NORTHEASTERLY PART OF THE INTERSECTION OF COAST HIGHWAY ANO NEWPORT CENTER DRIVE,65'N□RTH­ EASTERL Y OF THE CENTERLINE OF COAST HIGHWAY, 185' NORTHWESTERLY OF THE CENTERLINE OF NEWPORT CENTER DRIVE, ON THE WESTERLY CORNER OF A 4'x8' CATCH BASIN. 0/96 J.A.L. I CALIFORNIA DATE BY SHEET NOTES @-CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF DISCREPANCIES ARISE. @-cITY OF NEWPORT BEACH SHALL RE-ESTABLISH ALL STREET MONU- MENTATl □N DESTROYED DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CITY CREWS QJ--EXISTING DRIVEWAYS. ACCESS SHALL BE PROVIDED DURING CONSTRUCTION. @-PROTECT IN PLACE EXISTING CURB AND GUTTER AS REQUIRED FOR CONSTRUCTION, @-CONTRACTOR TO COORDINATE TRAFFIC LOOP REMOVAL AND REPLACEMENT WITH THE CITY OF NEWPORT BEACH TRAFFIC DEPARTMENT. @-c□NTRACTOR SHALL REMOVE ANO RESTORE EXISTING LANDSCAPING AS REQUIRED FOR CONSTRUCTION.CONTRACTOR SHALL PROTECT IN PLACE EXISTING CONCRETE BLOCK WALL AND IRRIGATION SYSTEM. [2)--c□NTRACTOR SHALL PROVIDE PAVEMENT SECTION EQUAL TO THAT ENCOUNTERED IN FIELD IF GRE{ITER THAN THE MINIMUM VALUES LISTED ON THE EXISTING PAVEMENT SCHEDULE. @-WHERE PIPELINE ALIGNMENT IS 11' WEST OF EXISTING CURB. CONTRACTOR SHALL REPLACE EXISTING MACADAM PAVEMENT TO SURVEY LINE, SEE DETAIL 2 ON SHEET 7. @-c□NNECT TO EXISTING GATE VALVE. CONTRACTOR TO VERIFY DEPTH, LOCATION AND ARRANGEMENT PRIOR TO CONSTRUCTION. §-coNTRACTOR SHALL PULL JOINTS TO BRING PIPELINE BACK TO 7' FROM CURB. MAXIMUM JOINT DEFLECTION SHALL BE 2" @-PROTECT IN PLACE EXISTING CATV PULL BOX SHEET INDEX. SHEET DESCRIPTION 1 TITLE SHEET 2 WATERLINE PLAN & PROFILE STA. 1 + 00.00 TO STA. 8 + 00.00 3 WATERLINE PLAN & PROFILE STA. 8 + 00.00 TO STA. 15 + 72.36 4 MISCELLANEOUS DETAILS 5 MISCELLANEOUS DETAILS & TYPICAL SECTION 6 MISCELLANEOUS DETAILS 7 MISCELL/\NEOUS DETAILS "AS -BUILT'" DESCRIPTION APP'O REVISIONS SEAL_ GENERAL NOTES 1. 2. 3. 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', 1991 E□IT!□N ANO SUPPLEMENTS. STATIONING REFERS TO CENTERLINE OF PIPELINE. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TD BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,C□LOR 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 AFTER COMPLETION OF ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE ANO BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 9. STATIONS SHOWN THUS (0+001 ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 10. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 11. STATIONS SHOWN [0+00] ARE SEWER STATIONS ANO ARE INDEPENDENT OF ALL OTHER STATIONS. 12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 4B HOURS IN ADVANCE OF PERFORMING ANY WORK AR 644- 3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS ANO PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 13. THE WALLS ANO FACE OF ALL EXCAVATIONS GREATER THE (51 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 I5JFEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 14. THE CONTRACTORISJ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL -OSHA. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. ALL STORM DRAIN, SEWER ANO WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH ST0-106-L. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE MANUFACTURED PER ASTM D-3034 SDR-35 OR ASTM F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/ 4' CRUSHED ROCK FROM 6' BELOW THE PIPE TO 12' ABOVE THE TOP OF PIPE ANO SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. DUCTILE IRON PIPE SHALL BE CLASS 52 ANO SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6,2 OF THE STANDARD SPECIFICATIONS. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD-510-L, WATER MAINS SHALL HAVE A MINIMUM OF 30' OF COVER FROM SUBGRA□E. ALL CONCRETE SHALL BE 560-C-3250. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CITY OF NEWPORT BEACH STD-314-L. A.C.P. WITH A □-LOAD OF ONE AND ONE HALF GREATER THAN REQUIRED FOR R.C,P. MAY BE USED FOR STORM DRAINS. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING,AIR TESTING AND MANDRILLING, ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALL INCORRECTLY,DEFECTIVE,DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED ANO REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. THAT A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT BE INSTALLED BY THE DEVELOPER AND TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING, ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS,WASHERS ANO HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED.CLOTH REINFORCED BUNA·N RUBBER. 28. 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. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD R□□,NUTS,BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE,BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 29. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND, 30. ALL BOLTED ANO 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 ANO THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIES BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS, 31. ALL M.J. CONNECTIONS SHALL HAVE RETAINER GLANDS " AS -BUILT " C-2942 EAL AVOCADO WATERLINE AVENUE EXTENSION TITLE SHEET CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5224-S SHEET I OF 7 """""' • ""-D C ~ " ~ $ • D z m al n m • JJ C " D " z ~ a ~ I 0 0 r 0 JJ , ;, n ~ C 0 0 ~ D l ~ 0 ~ D ~ 0 z 0 < -z c G) C z 0 ' 0 ~ z D = C C • ii 'jj $ ~ • < 0 z m al n m le JJ ti ~ z ~ ~ <. <~ -I (.. ": f\.: 1,.: ~ ~ I .... (.[. ~ ,; z I 0 0 5 TI D n ~ m 0 ~ 0 ~ D ~ ~ 0 ~ D ~ • z 0 < . ~ □ G) z " ' 0 ~ z 0 D C ~ □ a " 'jj $ " ~ • < D z m al n m • JJ C ~ 0 ~ ~ ' I / ~ ~ I 0 0 r 0 JJ D n m 0 ~ □ ~ ~ ~ ~ 0 • ~ z ' z 5 GJ C z , .~ ~ ~ i ll 0•00 EAST COAST HIGHWAY w :::J z w > <! 0 0 <! u 0 > <! ST. ST A 0-00. 00 I ' I a., u "' 0 <0 '" ~ CONSTRUCT ION NOTES: ' I I ' I ' , I ! ' ' 0---INSTA!.L If? DIA CLASS 200 P.V.C. PIPE PER CITY OF NEWPORT BEACH STD-/05-L AND STD-/06-l.. @--REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN INCWDING TEES,BENDS,VALVES,PWGS AND THRUST BlfJCKS. 35' Qr-INSTA!.L FIRE HYDRANT ASSEMB/.Y PER CITY OF NEWPORT BEACH STD-500-l.. @--EXISTING f? AC. OVER 4' /JIJGREGATE BASE PAVEMENT. @--EXISTING MACADAM PAVEMENT WITH AC. OVERLAY. CONTRACTOR TO REPLACE TRENCH SECTION WITH 4' AC. OVER 6' AGGREGATE BASE PER CITY OF NEWPORT BEACH STD-/05-l.. SEE DETAIL 3 ON SHEET 5 FOR UM/TS OF REPLPCEMENT. -~ ~ ill ~ 1•00 3•00 ALLEY AVOCADO @)--PROVIDE TEMPOR/.Rf THRUST RESTRAINT ON EXISTING VALVE DURING TIE-IN @-----INSTA!.L lf?x6' (M.J. x F.EJ DJ. TEE. @-INST Af.L THRUST BlfJCK PER CITY OF NEWPORT BEACH STD-510-l.. @--CONNECT AC.P. TO P.V.C. PIPE MATERIAL WI AC. COUPUNG AND AC. x P.V.C. TRANSITION COUPUNG @---/NSTA!.L CITY FURNISHED If? DIA CLASS 150 AC.P. PIPE PER CITY OF NEWPORT BEACH STD-/06-l.. ~ 4•00 AV!ENUE 20 0 40 SCALE IN FEET PROFILE SCALE: HORIZ. 1"•40' VERT. 1"·4' 8,0 I I inch = 40 ft. ~ 5•00 Ii ~ ~ ii 7•00 8•00 9•00 KEWAMEE DRIVE APPROVED Q-LL.. -¼-=--~t IJTfytE.91o!RECTOR 38;9 R.C,E. NO. ~=-'--r~KM CONSULTING ENGINEERS l-8-/.-:9l-+-J.A-.L--+/r\~J -.. A_S ___ B_UJ-LT-_------+--1 DATE 5 !,b,; DATE BY DESCRIPTION Pp D DESIGNED DRAWN A , J, LOAGUE S. PATTINSON REVISIONS CHECKED DATE J. MORENO 4-27-95 Im ~ ~ ~ SHEET NOTES: [ZJ----coNTRICTOR SHA/.L VERIFY THE DEPTH AND LfJCATION OF ALL EXISTING 1/Tll.JT/ES PRIOR TO CONSTRUCTION. CONTRICTOR TO NOTIFY CITY IF DISCREPANCIES ARISE. @-CITY OF NEWPORT BEACH SHA/.L RE-ESTABUSH A/.L STREET MONUMENT AT/ON. DESTRClfED DURING THE COURSE OF CONSTR- UCTION. CONTRICTOR SHALL COORDINATE WITH CITY CREWS. [I}--EXISTING DRIVEWAYS. ACCESS SHA/.L BE PROVIDED DURING CONSTRUCTION. 0-----PROTECT IN PUCE EXISTING CURB AND GUTTER AS REQUIRED FOR CONSTRUCT/ON. [I]----coNTRICTOR TO COORDINATE TRAFFIC l.IJOP REMOVAL AND RE- PLPCEMENT WITH THE CITY OF NEWPORT BEACH TRAFFIC DEPARTMENT (l]-coNNECT TO EXISTING GATE VALVE. CONTRACTOR TO VERIFY DEPTH, LfJCATION AND ARRANGE- MENT PRIOR TO CONSTRUCTION "AS -BUILT" AVOCADO AVENUE WATERLINE EXTENSION WATERLINE PLAN & PROFILE FROM ST A. 1+00.00 TO ST A. 9+00.00 C-2942 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5224-S SHEET 2 OF 7 I\) I l \ I L C :;: OJ m JJ t:J JJ ~ z GJ z C :;: OJ m JJ <; .-c:. I (.? f\: I'\: -P i (/ t:J JJ ~ z GJ z C :;: OJ 93 t:J JJ ~ z GJ ~· ~ ;i ~ ~· - ~ ~ 'f!JJjjjj§j_s4 .~ ~ ~ ~' ~ ~ ~~~ I ~ ffi ~ ~ ~ ~ -I -l - ~ --r--■ ~@ E~ $1 PROFILE SCALE:~ HORIZ. 1" •40' VERT. 1"·4' ~ SHEET 8 c:5 0 ... 9•00 0) C\J <l. I-I- V) Lu ~ NOTES: 10•00 11•00 12•00 13•00 14•00 15•00 16•00 17•00 TRACT NO. 682 I STAl/•30.10 • O 4 ST. STA. I /•30.10 s , I I :-~---G· w (ACP) .~ I/ I/ I ;;::. • (jJ ::-6' w A ) ::=: '· -' ,. I ,.." W IACP) , -I ii I J, I '~' I ~' I r,-..t2~ / SDMH V, ' :o I I '/ --... _,,, \\ '1 "' / 71---',--+-'=:'-":=-:'-==--:=-~ ,, - - - -\; " 5 -. (i?ff1) STA I f+ll.99 • I '{:, I ' I V) •f, STA /2-93./1" • "' ST. STA 12-89.17 ST. STA l/•11.99 I 6 t TRACT NO. 2813 1 .. @--INSTALL 8'x6' (M.J. x F.EJ DJ. TEE. I STAl/•34.I0 • O 4 ST. STA I 1•30./0 AVOCADO AVENUE SEE DETAJL (T\ @---INSTALL THRUST BLOCK PER CITY OF NEWPORT BEPCH STD-510-L \.§._) @--INSTALL 6' DIA. CLASS 200 P.V.C. PER CITY OF NEWPORT 8E,6CH STD-105-L ,AND STD-/06-L @-INSTALL I2.'DIA(F.E.x M.JJADAPTER [D---coNTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF DISCREPANCIES ARISE. 0-coNTRACTOR SHALL REMOIE AND RESTORE EXISTING LANDSCAPING AS REQ/J/RED FOR CONSTRUCTION. CONTRACTOR SHALL PROTECT IN PL-6CE EXISTING CONCRETE BLOCK WALL AND IRRIGATION SYSTEM. l CONSTRUCT ION NOTES: 0--INSTALL 12' DIA. CLASS 200 P.V.C. PER CITY OF NEWPORT BE-6CH STD-105-L AND STD-106-L ®--REMOIE INTERFERING PORTIONS OF EXISTING WATER MAIN INCLUDING TEES,BENDS,VALVES,PWGS MD THRUST BLOCKS. @--INSTALL FIRE HYDRANT ASSEMBIY PER CITY OF NEWPORT BE-6CH STD-500-L 0----EXISTING 2' AC. OIER 4' PBGREGATE BASE PAVEMENT. ®--EXISTING M-6CADAM PAVEMENT WITH AC.OIERLN,CONTR-6CTOR TO REPL-6CE TRENCH SECTION WITH 4' AC. OIER 6' PBGREGATE BASE PER CITY OF NEWPORT BEACH STD-I05-L SEE DETAJL 3 ON SHEET 5 FOR UM/TS OF REPL-6CEMENT. ©--tNSTALL I2.'(F.E.x M.JJBUTTERFIY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-506-1-STD-508-L AND STD-51I-L (J)--tNSTALL /2.'(F.E.x F.EJBUTTERFIY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-506-1-STD-508-L AND STD-51I-L ©--EXISTING CONCRETE PAVEMENT. REPL-6CE PER CITY OF NEWPORT BE-6CH STD-I05-L ®--INSTALL 8' DIA(M.J. x M.JJ DUCTILE IRON 45" BEND. @--INSTALL 12.'xB"(F.E.•x F.EJDIJCTILE IRON ECCENTRIC REDUCER. @--INSTALL B"(F.E.x M.JJ ADAPTER. ©--INSTALL ft CLASS 200 P.V.C.WATER LATERAL PER CITY OF NEWPORT BEN:H STD-I06-LFOR PROFILE SEE SHEET 6. @--INSTALL 6'x6' (M.J. x F.EJ DJ. TEE. ®-INSTALL B"(M.J.x M.JJ BUTTERFIY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-506-1-STD-508-L AND STD-511-L @-INSTALL 8' DIA CLASS 200 P.V.C. PER CITY OF NEWPORT BE-6CH STD-/05-L AND STD-I06-L @-INSTALL l2.'x6' (F.E. x F.EJ DJ. TEE. @--PROIIDE TEMPORARY THRUST RESTRAINT ON EXISTING VALVE DURING TIE-IN. @--INSTALL I2.'x/2' (F.E. x F.EJ DJ. TEE. "AS -BUILT" C-2942 APPROVED AVOCADO AVENUE @-CITY OF NEWPORT BE-6CH SHALL RE-ESTABUSH ALL STREET MONUMENTATION DESTRCJl'ED DURING THE COURSE OF CONSTRUCT/ON. CONTRACTOR SHALL COORDINATE WITH 0-----coNNECT TO EXISTING GATE VALVE. CONTRACTOR TO VERIFY 40 I 20 ! 0 40 80 I ! ~ ~ ~-0,4, ~ r~KII r;,~ ~ ti~ ('\ j / ,_ J_ 1-----1--+-----------+-----I ul""'~ IREcri~c.E. NO. 38799 WATERLINE EXTENSION CITY CREWS @--PROTECT IN PL-6CE EXISTING CURB AND GUTTER AS REQUIRED FOR CONSTRUCT/ON. DEPTH. LOCATION AND ARRANGEMENT PRIOR TO CONSTRUCTION. @-----coNTRACTOR SHALL PULL JOINTS TO BRING PIPEUNE BACK TO 7' FROM CURB. MAXIMUM JOINT DEFLECTION SHALL BE 2° ! SCALE IN FEET I inch = 40 ft. .. II ~ ,~ ...... CONSULTING •~~ CIVIL -,t."' ENGINEERS !<.OF OIJ.~ 8/!}6 JAL. Vi\ • AS -BUILT• 1-----t--t-.-----------+----t DATE s/,;f,5 WATERLINE PLAN & PROFILE FROM STA. 9+00.00 TO STA. 16+45.2 ± DATE BY DESCRIPTION APP'D DESIGNE~-LOAGLIE DRAwi_ PATTINSON CITY OF NEWPORT BEACH W-5224-S REVISIONS CHECKE~. MORENO OATE4_27_95 UTILITIES DEPARTMENT SHEET 3 OF 7 ~ ~ I D m D ~ " § D ~ ~ m 0 a 0 ~ ' z 0 ~ z L C ~ m m ::rJ 0 ::rJ ~ -~ ) z C $ OJ m ::rJ 0 ::rJ ~ z (j) z C $ m m ::rJ 0 JJ ~ z (j) 7 I , STA I ST. S URED • .• ' • 11. DEf 71/2" "-71/2" '-2" 8" • • • .P. '-0' 8" ·-2· --- -- ffi CONNECTION DETAIL @ STATION I I + 30.10 • NOT TO SCALE \ \ I ' ( \ I / _/ 1 I ' ' \ ) \ 71/2" "-71/2"' I } \ AS REQUIRED cl--c1~i I i I I I I m~EXIST!NG 2'GAS [ZJ I I I I I l1•1 I i I I I I ! I i I I I I 1!1 ~-EXISTING ANCHOR • I I 1!1 BLOCK Iii EXISTING 8' AC.P. , I I I Iii I ! I I I I Iii EXISTING 8" BUTTERFLY I ! I .,.. ~·-· • .. •:, VALVE I , I _ ... , ,J I L: a± ~ ~rjlf. l __________ u¾n-ITL-1 -lilffi17t~ • --~----------------------f~ i-j}------~j-ltiftr,,½' \j_ ____ ~---.. 1 1...,11! 1 ws·-.:· ,'JH, , ~,~ ' /·_ •.. • ...... -:-s;-~ ·! EXISTING 12' AC P I I f."·_..:: .. :-."· . ."-_.\· :. • • I I l . .. .. . . . .. -~ I ; -::•:•••:,•• ,••:,• :.~•:,>\ I I I(·······-; . .-., .. • .... ",.'.) EXISTING 12' AC.P. ~ INDICATES MATERIALS TO BE REMOVED AND DISPOSED OF BY CONTRACTOR EXISTING 12' FLG. x AC. I I J .....:.. • .....:..-• ...:..71i • .....:.. ADAPTER ~ ! I i!I EXISTING 12" FLG. x AC. BUTTERFLY VALVE c:z::@ EXISTING AC. COUPUNG AND CAST IRON PLUG l::.l.J w ["-;-i EXISTING 8' V.C.P. I I L'..J SEWER EXISTING !2'x8' FLANGED TEE EXISTING THRUST BLOCK STA/+ 70.26 ST. ST A I • 70. 26 EXISTING CONSTRUCT/ON ' ' cL-... d~ • I i I I I Im~ EXISTING 2'GAS [ZJ I I I I 1111 I i I I I I ! I I I I I I ::: ~-EXISTING ANCHOR BLOCK I i I ~ I I l'I EXISTING 8' AC.P.----+--j'I I I I Iii I ! I I I I Iii EXISTING 8' FLG. x AC. I ! I ~· BUTTERFLY VALVE , ~ -_:·.-• •• ·1 I ! I L: ::lo ~il~Jl ~---------LJ¾n-ITL-I -~'n---r-'--i---~ ---\----------------------,ttt·Wi-----1l~.1-+l --------------------------- \j_ ____ ~--.. ...,11! w,:-:· . .-.'711T . I ! I /._..:_._-::. ·.:-:-s;-~ ·l EXISTING 12' AC.P. I : ;{/:):-:--> >-1~ --------'32 I I / · .. •• .. ·• .. ·~ _•; .. • .. •· .. ~-~ I ! I { ~· •• . • ..:.:. ... • . .: ... : .. :.:...:... ••. • . .:.:.:.) EXISTING FLG. x AC. I ! I l!I ADAPTER J ! I 1!1 EXISTING 12' FLG. x AC. r--;-i BUTTERFLY VALVE ~ bU w ["-;-i EXISTING 8" V.C.P. I I EXISTING /2'x8' FLANGED TEE L'..J SEWER '. EXISTING THRUST BLOCK STA I• 702.6 ST. ST A I • 702.6 PROPOSED CONSTRUCT/ON CONNECTION DETAIL @ ST AT/ON SCALE: I' 0 2:-D' ! I+ 70.26 ~KM 2 2 CONSTRUCTION NOTES: 0--INST ALL 12' DIA CLASS 200 P. V.C. PER CITY OF NEWPORT BEACH STD-/05-L AND STD-/06-L ©--REMOVE INTERFERING PORTIONS OF EXISTING WATER MNN INCLUDING TEES,BENDS,VALVES,PLUGS AND THRUST BLOCKS. ©--INSTALL 12: (F.E. x M.JJ BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-506-LSTD-508-L AND STD-5! !-L 0---/NSTALL /2'(F.E.x F.EJBUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-506-LSTD-508-L AND STD-511-L ®--PROVIDE TEMPORARY THRUST RESTRNNT ON EXISTING VALVE DURING TIE-IN ®--REMOVE EXISTING COUPLING. CONNECT TO EXISTING AC.P. WITH P. V.C. x AC. (MO/JJ TRANSITION COUPUNG. @-INSTALL l2'xl2'(F.E.x F.EJDUCT!LE IRON TEE. ®--INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-5I0-L @J---tNSTALL 12' D/A(F.E. x M.JJ ADAPTER. @)-INSTALL 12' DIA.l'-4' LONG D.!. SPOOL @--INSTALL CITY FURNISHED 12' DIA AC. P. CLASS /50,3'-3' CLOSURE PIECE. ®--INSTALL CITY FURNISHED 12' DIA CLOSURE COUP UNG. @--INSTALL CITY FURNISHED IZ DIA CLASS /50 A. C. P. PIPE PER CITY OF NEWPORT BEACH STD-106-L r-~-~----~----~~-_,,..---------,,..._---... ffi ®-INSTALL /2"0/AJA.C. x M.J.J ADAPT~E.R...._ . .,---'-...------.. lb_ ®--= ~NSTALL 8"0/AJF.E. xM.J) DUCTILE IRON 45°.BEND. ----.~~,r-....__--~-'~ _____,,.......____,.......___ , SHEET NOTES: 0---CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCT/ON. CONTRICTOR TO NOTIFY CITY IF DISCREPANCIES ARISE. APPROVED uTirbW.IRECTOR 38799 " AS -BUILT " AVOCADO WATERLINE AVENUE EXTENSION C-2942 CONSULTING ENGINEERS ~ ,L.1 _..b,,-;;:; ., * R.C.E. NO. --""-'-'-- 1---,1----f--,-----------f---l DATE S /,;/~s "AS -BUILT •• 8/!:J6 JAL. I MISCELLANEOUS DETAILS DATE BY DESCRIPTION APP'D DESIGNED DRAWN J. LOAGUE S. PATTINSON REVISIONS CHECKED DATE J. MORENO 4-27-95 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5224-S SHEET 4 OF 7 " 0 0 ~ ii m ~ • • 0 < z . C " < 0 ~ 0 e C " " a ~ I n ~ C ll ~ ,::. C ~ OJ m :JJ 0 :JJ ~ z GJ z C ~ OJ m :JJ ~'----...J ~ I □ 5 n □ 0 " □ ~ 0 z ~ z !" n ~ • □ ~ ~ ~ 1 {1 I'\" 1.., I "I • . 1.., 0 :JJ ~ z G1 z C ~ OJ m :JJ 0 :JJ t z G1 EXISTING THRUST BLOCK -- EXISTING 6' BUTTERFLY VALVE EXISTING B' AC.P. , _,,,,,,,-EXISTING 6' AC.P. r=r~ I ! I I ! I I ! I I ' CONSTRUCT ION NOTES: - 0--INST ALL 12' DIA CLASS 200 P. V.C. PER CITY OF NEWPORT BEACH STD-105-L AND STD-I06-L ©-REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN INCLUDING TEES, BENDS, VALVES, PLUGS, AND THRUST BLOCKS ©--INSTALL /2: IF.£. x M.JJ BUTTERFLY VALVE WrTH VALVE BOX AND RISER PER CITY OF NEWPORT BEACH STD-506-L,STD-508-L AND STD-51I-L EXISTING B' AC.P. EXISTING THRUST @--INSTALL /2'x8'(F.E.x F.EJDUCTILE IRON ECCENTRIC REDUCER. @--tNSTALL B"(F.E. x M.JJ ADAPTER. EXISTING B' AC.P. EXISTING THRUST ~-BLOCK EXISTING AC. COUPLJNG. _ __, AND C/JST IRON PLUG EXISTING THRUST BLOCK EXISTING B'x6' TEE ----------------------------------- I I /()'-(/ ~ ' ' 'I , :,; ~ . '-(/ : .-. . .. . . 24 STA /2 • 93./7 ST. STA /2 • 89.17 PROPOSED CONSTRUCTION CONNECTION DETAIL@ STATION 12 +93./7 ' ! 55'-(! ' ! 36'-(I ' ' ' /8'-(f I ' ' I ' /5'-(I I ' ' ' I ' I 0 I(-(! SCA1£: I'= 2'-0' /8'-(f 9'-[l 2(-[l 2' AC.PVMT OVER 4' NJGREGATE BPS£ '---4" M/'CADAM PVMT W/ AC:OVERu:t I/()'-(! /8'-(f 9'-(/ 55'-(! 36'-(! /8'-Cf 2' AC. PVMT OVER 4' NJGREGATE Bt,5£ TYPICAL AVOCADO AVE. STREET SECTION AT STATION 3 + 00.00 SCA1£: I' -/0'-(J' I 3 /8'--0" 0 6'-(! ~-BLOCK 7-J EXISTING AC. COUPLING _ _J AND C/JST IRON PLUG EXISTING AC. COUPLJNG AND C/JST IRON PLUG INDICATES MATERIALS TO BE REMOVED AND DISPOSED OF BY CONTRACTOR EXISTING THRUST BLOCK EXISTING 8'x6' TEE STA /6 • 45./8 '---------1 I EXISTING CONSTRUCTION EXISTING 6' AC.P. ' I EXISTING 6' BUTTERFLY 171 VALVE ! I ~ r----~ • ,--I ! I ;>j I ! I ~ I C ~ ~XIST/NG 8" A.C.P. • LEX/STING B" A .P. ~ lb, l/) ------~ .,., ---) -·-·-·-·-·-·-·-·-·n~-i-rti·-----·---TT - I --- ----jJ, . --. ___ ) ' 21 ,,,1/ ,-•. ·\ , _ 1·--'C : .... _' ,: ·•:-_ _J . r· r ·-/.. . .. .. '. .. ., , "-' __, __, '--• • .. • J 7.. ·-, EXISTING 8'x6" EXISTING THRUST TEE BLOCK STA /6 • 45.18 PROPOSED CONSTRUCT/ON CONNECTION DETAIL@ STATION /6 + 45.2 + 2 SCALE: I'= 2'-Cf 3 /0'-Cf I I J EXISTING PAVEMENT SCHEDULE PIPEUNE ST AT/ON EXISTING PAVEMENT TYPE I• 70.26 -II• 34./0 4' MACADAM PAVEMENT W/ AC. OVERLAY @---INSTALL 8' DIA CLASS 200 P. V. C. PER CITY OF NEWPORT BEACH STD-105-L AND STD-/06-L ©---INSTALL 6' (F. E. x M.JJ ADAPTER. @--INSTALL l2'x6'/F.E.x F.EJD.I. TEE. ®---PROVIDE TEMPORARY THRUST RESTRAINT ON EXISTING VALVE DURING TIE-IN. @--INSTALL B" (M.J. x M.JJ SOLJD SLEEVE ®---INST ALL THRUST BLOCK PER CITY OF NEWPORT BE/JCH STD-510-L @)--tNSTALL6'DIA,CLASS 200 P.V.C.PER CITYOF NEWPORT BE/CH STD-105-L AND STD-/06-L @-REPLACE EXISTING 0-RING G/JSKET, W/ D.I. x P.V.C. TRANSFTION G/JSKET. @-tNSTALL 6'(F.E.x M.JJBUTTERFLY VALVE WrTH VALVE BOX AND RISER PER CITY OF NEWPORT BE/JCH STD-506-L. STD-508-L AND STD-51 !-L @---INSTALL 6'(AC.x P.V.C.C-900JTRANSFTION COUPUNG SHEET NOTES: [Z]-CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UT/LrTIES PRIOR TO CONSTRUCT/ON. CONTR/JCTOR TO NOTIFY CITY IF DISCREPANCIES ARISE. 0--CONTRACTOR SHALL PROVIDE PAVEMENT SECTION EQUAL TO THAT ENCOUNTERED IN FIELD IF GREATER THAN THE MINIMUM VALUES LJSTED ON THE EXISTING PAVEMENT SCHEDULE. 0--WHERE PIPELJNE ALIGNMENT IS I I' WEST OF EXISTING CURB. CONTRACTOR SHALL REPLACE EXISTING MACADAM PAVEMENT TO SURVEY LINE. SEE DETAIL 2 ON SHEET 7. REPLACEMENT PAVEMENT SECTION [TI 4' AC. OVER 6' /JBGREGATE B/JSE ( MIN.! 0 0 II• 34./0 -/3 • 08.00 4' MACADAM PAVEMENT W/ AC. OVERLAY AND Z' AC. OVER 4' 4' AC. OVER 6' AGGREGATE B/JSE ( MIN.! '-(/ /3 • 08.00 14 • 50.00 15 • 34.00 BASE -14 • 50.00 CONCRETE PAVEMENT ( THICKNESS UNKNOWN ! -15 • 34.00 Z' AC. OVER 4' /JBGREGATE B/JSE -!6•45.2• CONCRETE PAVEMENT I THICKNESS UNKNOWN ) r~KM CONSULTING ENGINEERS DATE BY DESCRIPTION REVISIONS 8" CL/JSS 560-C-3250 CONCRETE ( MIN.! 4' AC. Ov'ER 6' AGGREGATE B/JSE ( MIN.! 8' CL/JSS 560-C-3250 CONCRETE I MIN.! "AS -BUILT" C-2942 APPROVED AVOCADO AVENUE WATERLINE EXTENSION CTOR 38799 R.C.E, ND. ----""-'-'--'--- DATE 5' /s /'Is DESIGNED DRAWN APP'□ J, LOAGUE S. PATTINSON CHECKED DATE J. MORENO 4·27·9S MISCELLANEOUS DETAILS & TYPICAL SECTION CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5224-S SHEET 5 OF 7 !QUDnttlCII ~11__, ~ ~ ~ a 5 C ~ C I 0 a r: C ~ 0 § ' ,,! s z :a C m . " a " C " ,. ~ " > < > 2 _m 0 ~ ~ a ~ z " ~ C ~ m m ]J 0 ]J ~ z G1 z C 5'. m m ]J I (J~I 1\)1 I\Ji ..i::~, I Ul 0 ]J ~ < z G1 z C ~ m m ]J 0 ]J ~ z G1 WATERFRONT DRIVE - / : cr I I 'qc-·... 12· so,:R.:P) \ ·~ ', \ l ,;_"---::_--:::-~ = ,~~,.,-~~~.:..~:ASANO--~ ,~,·· 14 \\s 3~,~~7'~~ ~\\~1,' <AB<J)) \ &~J., <, ••• I ' I I \ ' ' • R/W I I \ \ \ AVOCADO AVENUE LATERAL STA/•79.00 BLOW-UP DETAIL@ STATION SCALE: I'= 20'-{J' 50'-{J' RIW I0'-(J' 15'-(J' • 25'--(J' STONE /' ! 4' CONCRETE WML 1n PAVEMENT I I • I I ::,. ta: (.) ~ "" L,J LANDSCAPED AREA . . -~, ,., .... . . ,., . . .. . . . . . 0 3'0 13'-(J' 14'-(J' 0 c( Bj c.5 c.5 ~ :,; :,; • c( Cl:) i ~ i:o ~ ~ c:i ~ I ~ TYPICAL AVOCADO AVE STREET SECTION /6+00.00 SCALE: f = 10'--G' I I I 1 ST A !5•52. 00 /4 I ___ .J.. ____ ------- STA /5•25.98 9 z STA /5•/5.03 /4 + 93.53 I 3 CONSTRUCTION NOTES: ©-REMWE INTERFERING PORTIONS OF EXISTING WATER MNN INCLUDING TEES, BENDS, VALVES, PLUGS AND THRUST BLOCKS. ©--EXISTING CONCRETE PAVEMENT. REPLACE PER C!TY OF NEWPORT BEACH STD-/05-L ©--tNSTALL 8' D/A(M.J. x M.JJ DUCTILE IRON 45" BEND. @---INSTALL 6'CLASS 200 P.V.C. WATER LATERAL PER C!TY OF NEWPORT BEACH STD-106-LFOR PROFILE SEE SHEET 6. @--INSTALL 6'x6'(M.J.x F.EJDJ. TEE. @--INSTALL 8'(M.J.x M.JJB/ffTERFLY VALVE WITH VALVE BOX AND RISER PER C!TY OF NEWPORT BEACH STD-506-L.STD-508-L AND STD-511-L @--INSTALL 8' DIA CLASS 200 P. V. C. PER C!TY OF NEWPORT BEACH STD-/05-L AND STD-106-L @---PRCJ,//DE TEMPORARY THRUST RESTRNNT ON EXISTING VALVE DURING TIE-IN. @---INSTALL 8'x6'(M.J.x F.EJDJ. TEE @--INSTALL THRUST BLOCK PER C!TY OF NEWPORT BEACH STD-510-L ®-tNSTALL 6'(F.E.x M.JJ BUTTERF/.Y VALVE WITH VALVE BOX AND RISER PER C!TY OF NEWPORT BEACH STD-506-L AND STD-508-L r~KM ~ l== ~ s ws .. -· --~ ---, PROFILE SCALE: i 1 +00 2+00 HORIZ. 1"-20' VERT. 1"-2' 6" LATERAL PROFILE -ST A. 14 + 93.53 SHEET NOTES: 0--CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UT/UT/ES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY C!TY IF DISCREPANCIES ARISE. @-c!TY OF NEWPORT BEACH SHALL RE-ESTABUSH ALL STREET MONU- MENTAT/ON DESTROYED DURING THE COURSE OF CONSTRUCT/ON. CONTRACTOR SHALL COORDINATE WITH C!TY CREWS. 0--PROTECT IN PLACE EXISTING CURB IWD GUTTER AS REQUIRED FOR CONSTRUCT/ON. 0--CONTRACTOR SHALL REMOVE AND RESTORE EXISTING LIWDSCAPING AS REQUIRED FOR CONSTRUCT/ON. CONTRACTOR SHALL PROTECT IN PLACE EXISTING CONCRETE BLOCK WALL AND IRRIGATION SYSTEM . 0--CONNECT TO EXISTING GATE VALVE. CONTRACTOR TO VERIFY DEPTH, LOCATION AND ARRANGEMENT PRIOR TO CONSTRUCT/ON. [ill-PROTECT IN PLACE EXISTING CATV PULL BOX I "AS .. BUILT" APPROVED AVOCADO WATERLINE AVENUE EXTENSION MISCELLANEOUS DETAILS C-2942 CONSULTING ENGINEERS 8/96 ML I "AS -BUILT ,. DATE BY DESCRJPTION APP'O DESIGNED DRAWN J. LOAGUE S. PATTINSON REVISIONS CHECKED DATE J. MORENO 4-17-95 CITY OF NEWPORT BEACH UTILITIES OEP ARTMENT W-5224-S SHEET 6 OF 7 0 a , " g s '" 1/ ~ • " " !" n ~ ~ 0 ~ 2 " \ ~ I 0 5 " n 8 0 " ~ □ ~ ~ 0 m ~ < z 5 C z ~ L C :5'. [IJ m :IJ \ ) CJ :IJ ~ z GJ z C :;: [IJ m :IJ II CJ :IJ ~ z G) z C :5'. [IJ m :IJ ' ) 0 :IJ ~ z G) 7 VAfYE EXISTING FIRE HfDRANT ~---~=f -~-_--: --- J -,: . .. .. / '. • ·' :: • ;. : ··..J 30 18 9 EXISTING 6' AC.P. t:: o: :: ··: : -: ) STA /4 • 93.53 = ST. STA /4 • 89.53 EXISTING THRUST7·--· _, EXISTING 6' (F.E. x M.J.! BLOCK GATE VALVE 6' LATERAL STA I• 79.00 CONNECTION DETAIL@ STATION 14 + 93.53 SCALE: I"= 2'-0' I 3 EXISTING BUTTERFLY VALVE WITH ANCHOR BLOCK If'-(! 4'-0' SAW CUT EXISTING 2' AC. PAVEMENT OVER 6' AGGREGATE BASE TO REMAIN REMOVE EXISTING M/CADAM PAVEMENT. REPLACE WITH 4' AC. OVER 6' BASE TO UM/TS SHOWN. TRENCH LIMITS 2'-2' MIN. -2'-10' MAX. PAVEMENT REPLACEMENT DETAIL EXISTING AC.COUPUNG @ STATIONS I+ 70.26 TO I I+ 34.10 2 CONSTRUCT ION NOTES: ®--REMOv'E INTERFERING PORTIONS OF EXISTING WATER MAIN INCWDING TEES,BENDS,VALVES,PWGS AND THRUST BLOCKS. @--INSTALL 6'CLASS 200 P.V.C. WATER PIPE PER CfTY OF NEWPORT BEN:H STfrl06-L FOR PROFILE SEE SHEET 6. @--INSTALL 6'x6'(M.J.x F.EJDJ.TEE. @-INSTALL B'l'IACLASS 200 P.V.C.PER CfTY OF NEWPORT BEN:H STfrl06-L @-PROv'IDE TEMPORARY THRUST RESTRAINT ON EXISTING VALVE DURING TIE-IN. @--INSTALL B'x6'(M.J.x F.EJDUCTILE IRON TEE. @--INSTALL THRUST BLOCK PER CfTY OF NEWPORT BEACH STD-5/0-L @--REPLN:E EXISTING 0-RING GASKET WI D.I. x P.V.C. TRANSITION GASKET. @--INSTALL 6'(F.E.x M.JJBUTTERFLY VALVE WITH V/JLVE BOX AND RISER PER CfTY OF NEWPORT BEN:H STfr506-L AND STfrSOB-L @--REMOv'E EXISTING COUPUNG. CONNECT TO EXISTING AC.P. WITH P. V. C. x AC. (ROUGH BARREU TRANSITION COUPLING. SCALE: I' = 2'-G" 5 SHEET NOTES: 0---CONNECT TO EXISTING GATE VALVE. CONTRACTOR TO VERIFY DEPTH, LOCATION AND ARRANGEMENT PRIOR TO CONSTRUCT/ON. "AS ... BUILT" APPROVED AVOCADO AVENUE C-2942 lr~KII WATERLINE EXTENSION CONSULTING ENGi NEE FiS DATE BY DESCRIPTION REVISIONS App'O DESIGNED DRAWN J. LOAGUE S. PATTINSON CHECKED DATE J, MORENO 4-17-95 MISCELLANEOUS DETAILS CITY OF NEWPORT BEACH UTILITIES DEPARTMENT W-5224-S SHEET 7 OF 7 I I ~ < z .m n ~ ~ 0 D z ~ ~ I 0 5 ~ "'II ~ "'II , / ~ C $ OJ m ]] 0 ]] ~ z G) z C $ OJ m ]] "'> ••1...., r (]1 f\J I l'\J ~ (() 0 ]] ~ z G) z C $ DJ m ]] 0 ]] ~ z G)