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HomeMy WebLinkAboutW_5287_St; ADAMS AVE. CITY OF COSTA MESA VICTORIA :: w > <l: ST. e; ~ rr l" I-----! ORANGE CO. FAIRGROUNDS □ INDICATES AREA p SHOWN ON HCJ LOCATION MAP FI C CITY OF IRVINE U.C.I. PUB-Aj.....,IIIC WORKS DEPARTMENT DOVER DRIVE 36-INCH ZONE I I WATER MAIN REPLACEMENT AND Dov:iiR DRIVE STREET REHABILITATION FROM CUIFF DRIVE TO WEST COAST HIGHWAY GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TD BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, DR IN THIS CONTRACT'S SPECIAL PROVISIONS. BE CONSTRUCTED IN ACCORDANCE WITH THE "ST AND ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION." 2000 EDITION AND SUPPLEMENTS TO DATE. 2. 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 OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT THEM WHETHER SHOWN DR NOT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (1-800-227-2600) 48 HOURS BEFORE ANY EXCAVATION. 3. STATIONING REFERS TO CENTERLINE OF PIPELINE STATIONING. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. 5. WATER LINE DISTANCES SHOWN IN PROFILE ARE HDRIZONT AL DISTANCES. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB~ GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 7. THE WALLS AND FACE OF ALL EXCAVATIONS 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 INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTOR(S) SHALL □BT AIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7 ABOVE FROM CAL-OSHA. 9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES AT ALL TIMES IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, THE W.A.T.C.H. HANDBOOK AND AS DIRECTED BY THE ENGINEER. 10. ALL WATER PIPES SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. 11. WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISH GRADE, UNLESS OTHERWISE SHOWN. 12. THE FIRE DEPARTMENT SHALL BE NOTIFIED 4B HOURS IN ADVANCE OF ALL LANE CLOSURES. 13. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS. VICINITY MAP C-3394 14. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF ANY DISCREPANCIES OCCUR. NOT TO SCALE SYMBOL LEGEND • POWER POLE MANHOLE FIRE HYDRANT METER BOX --------0-----VAL VE POWER POLE ANCHOR MONUMENT -x-x-x-FENCE ==== BLOCKWALL 0 OD .LLL. LLL .LLL ..LLL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK CONCRETE l✓/U/U/~ BUILDING ---~--- PROPERTY LINE CENTERLINE ----S----SEWER LINE --W--WATER LINE ---G---GAS LINE --E--POWER LINE -TEL-TELEPHONE LINE -TV --CABLEVISION LINE -SP --SPRINKLER SYSTEM :0: STREET LIGHT ~ TREES AND SHRUBS './:NJ/. '.!:VJ}; FINISH GRADE EXISTING WATERMAIN - -- -PROPOSED WATERMAIN ABBREVIATIONS ACP A.C. ARHM 8. C. C. B. CCM CFT CML&C CONG C CMSD CNS DEF D. I. P. DI DIA E ELEC E. C. E. C. R. EXIST. F. E. G G.B. GRND GT INV EL LT MCWD MIN M. J. N P. C. C. PE PROP. RT RCP RCSCP s S. C. E. S. C. G. SD STA. STL ST. LT. ST.STA. TELE V. C. P. w ASBESTOS CEMENT PIPE AGGREGATE COURSE ASPHALT RUBBER HOT MIX BEGIN CURVE CATCH BASIN CITY OF COST A MESA CUBIC FEET CEMENT MORTAR LINED AND COATED CONCRETE CENTERLINE COSTA MESA SANITARY DISTRICT CITY OF NEWPORT BEACH DEFLECTION DUCTILE IRON PIPE DUCTILE IRON DIAMETER EAST ELECTRIC END CURVE END CURB RETURN EXISTING FLANGED END GAS GRADE BREAK GROUND GRIP TIGHT INVERT ELEVATION LEFT MESA CONSOLI DA TED WATER DISTRICT MINIMUM MECHANICAL JOINT NORTH PLAIN END POINT OF COMPOUND CURVATURE PROPOSED RIGHT REINFORCED CONCRETE PIPE REINFORCED CONCRETE STEEL CYLINDER PIPE SEWER OR SOUTH SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS STORM DRAIN WATER LINE STATION STREET LIGHT STREET LIGHT TELEPHONE VITRIFIED CLAY PIPE WATER OR WEST EMERGENCY TELEPHONE ' APPRqVED: ! ' i APPR9VED: i ' I PREPARED BY: ' NUMBE s PUBLIVWORKS DIRECTOR (UTILITIES DIRECTOR CAS1AWAYS PARK PROPOSED 24" STEEL WATERMAIN AGENCY DAYTIME SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.l 6 4-3129 11800-325-04 77 6 1 6. 4-3717 ~'<::...."""-~..-...JU,O...NI-...L- R.C.E. 36106 R.C.E. 25553 R.C.E. 50292 N.E'.WPoRr BAY LOCATION MAP DATE: 15. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-5I0-L. 16. ALL DUCTILE IRON WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL52 MIN.) UNLESS OTHER WISE SHOWN. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL. LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATIONS. 17. ALL FLANGED 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 . 18. 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. 19. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN ANTI-CEASE COMPOUND. 20. ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFACTURED IN THE UNITED STATES AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSIONS AS ESTABLISH BY THE MANUFACTURER. DATE: // /5 /01 I 21. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. \ ' 200 SHEET INDEX I. TITLE SHEET 2. PROJECT MAP, DRAWING LIST AND CONSTRUCTION NOTES 3. 36" DIAMETER WATERLINE PLAN & PROFILE FROM ST A. 9+60.00 TO STA. 18+00.00 4. • 36" DIAMETER WATERLINE PLAN & PROFILE FROM ST A. 18+00.00 TO STA. 22+08.00 5. TYPICAL WATERLINE INSTALLATION CROSS SECTIONS 6. 12-INCH PRESSURE REDUCING STATION RECONNECTION PLAN AND SECTION 7. WATERLINE DETAIL AT STA.17+74.35 8. WATERLINE CONNECTION AT STA. 9+60.00, INSULATING FLANGE AND CONCRETE ENCASEMENTE DETAIL 9. CONNECTION DETAIL, STA. 22+08 AND 8-INCH AND 4-INCH OUTLET DETAIL AT ST A. 21+08.57 AND ST A. 21+16.57 10. STEEL PIPE DETAILS 11. CORROSION TEST STATION DETAILS ! z: AS-BUILT ' JOO 0 200 400 12. 36' WATERLINE INSTALLATION TRAFFIC CONTROL PLAN I 13. 36' WATERLINE INSTALLATION TRAFFIC CONTROL PLAN 11 14. 36' WATERLINE INSTALLATION TRAFFIC CONTROL PLAN 111 STREET REHA Bl LIT A TION FROM ST A. 300+90.54 15. TO STA. 304+00.00 16. STREET REHABILITATION FROM STA. 304+00.00 TO STA. 390+00.00 17. STREET REHABILITATION FROM STA. 309+00.00 TO STA. 311+12.80 18. STREET REHABILITATION CROSS SECTIONS FROM STA. 301+30 TO STA. 304+75 19. STREET REHABILITATION CROSS SECTIONS FROM STA. 305+15 TO STA. 308+55 20. STREET REHABILITATION CROSS SECTIONS FROM STA. 309+02 TO STA. 311+05 21. STRIPING PLAN, DOVER DRIVE Underground Service Alert COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION 634-3028 835-5200 259-4458 644-3011 962-241 1 542-6222 1-800-422-4133 9~2-241 1 sf 2-6222 G.-,:i ~ECZ,y,.C_~ 1).~o'<... SCALE: I' = 200' I I I 1 --! Call: TOLL FREE 1-800 422-4133 UNDERGROUND SERVICE ALERT -- AKM CONSULTING ENGINEERS 101 PACIFICA, SUITE 150 /RV/NE, CALIFORNIA 92618 /949) ?'53-?'333 1(-(.. -ol APPROVAL RE I OMMENDED: TRANSPORTATION AND DEVELOPMENT SERVICES RCE 22045 APPROVAL RECOMMENDED: SCALE IN FEET / Inch ·200ft. BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING "N 55" 00'06" W" BETWEEN O.C.S. HORIZONTAL CONTROL STATIONS "GPS No. 1528" AND GPS No. 6258" AS PER THE RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK OCS BM "NB4-36-74" ESTABLISHED BY ORANGE COUNTY SURVEY 1974 122 FT. NORTHWESTERLY ALONG OCEAN BL VD. FROM ITS "T" INTERSECTION WITH HELIOTROPE AVE 21 FT. SOUTHWEST OF THE CENTERLINE OF OCEAN BLVD., 37.3 FT. NORTH- EASTERLY OF A 2 FT. DIAMETER PINE TREE, SET ON THE TOP OF THE NORTHWEST CORNER OF A 22 FT. BY 4 FT. CONCRETE CATH BASIN, 1 FT. ABOVE THE ROADWAY. ELEV-67.054 FEET NAVD88 / 1995 OCS ADJ. ' DATE BY TWO WORKING DAYS BEFORE YOU OIG C--3394 DESCRIPTION A.PP'□ W-5287-S REVISIONS SHEET I OF 21 TITL.ESHT.DCN ! I ! ~ f ~ a "5, • e.' * I: 0 1. j j..__ ----/ ~ ~ ~ ~ ~ ---• 0 ' ; ~ .., • i5 C z t ~ .I • ~ I f i "' ~ "i ~ 0 :!! j; CONSTRUCT ION NOTES WATERLINE REPLACEMENT CONSTRUCT ION NOTES CJ) CONSTRUCT 36-/NCH x 1/4" WALL CML&C STEEL PIPE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-106-L. -0 REMOVE AND DISPOSE OF EXISTING 30-/NCH GUN/TED STEEL PIPE, BETWEEN LIMITS SHOWN. /PIPE LOCATED ON ALIGNMENT OF PROPOSED 36-INCH PIPELINE REPLACEMENT). ® CONSTRUCT 80-L.F. OF 8-INCH CONCRETE ENCASEMENT. SEE DETAIL ED 0 CONSTRUCT 24-/NCH x 1,:;'' WALL CML&C STEEL PIPE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-106-L. 0 CONSTRUCT 6-/NCH FIRE HYDRANT ASSEMBLY PER CNB STANDARD DRAWING STD-501-L. © CONSTRUCT THRUST BLOCK PER CNB STANDARD DRAW ING STD-510-L -A. 0 24-INCH BUTTERFLY VALVE PER CNB STANDARD DRAWING STD-511-L. ® 36-INCH BUTTERFLY VALVE PER CNB STANDARD DRAWING STD-511-L. ® CONSTRUCT THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L-B. @ EXISTING WATERLINE TO BE FILLED WITH GROUT AND ABANDONED IN PLACE. ® REMOVE AND REPLACE AS REQUIRED FOR CONSTRUCTION. @ REMOVE AND REPLACE FULL 10-FOOT SIDEWALK PANEL WIDTH TO NEAREST JOINT AS DAMAGED BY CONSTRUCTION. @ REMOVE EXISTING 8-/NCH GATE VALVE. @ REMOVE EXISTING 4-/NCH HYDRANT @ REMOVE AND SALVAGE TO CITY EXISTING FIRE HYDRANT. REMOVE AND REPLACE FULL 12-FOOT SIDEWALK PANEL TO NEAREST JOINT AS DAMAGED BY CONSTRUCT/ON. ® REMOVE EXISTING VALVE BOX AND COVER. ® REMOVE EXISTING REINFORCED CONCRETE VALVE VAULT. BACKFILL WITH SAND EQUIVALENT 70 MATERIAL COMPACTED TO 95% RELATIVE DENSITY, OR 1 SACK CEMENT SLURRY @ CONSTRUCT CORROSION TEST STATION PER DETAIL® @ REMOVE AND REPLACE EXISTING ELECTRICAL HANDHOLE AS REQUIRED FOR CONSTRUCT/ON. @ REMOVE EXISTING TREE AS REQUIRED FOR CONSTRUCTION. @ 16-INCH BUTTERFLY VALVE PER CNB STANDARD DRAWING STD-511-L. @ EXISTING SURVEY MONUMENT (PROTECT IN PLACE). @ ELECTRICAL SERVICE METER, RELOCATE AS REQUIRED FOR CONSTRUCT/ON /COORDINATE WITH SCE). (gj) PROTECT EXISTING CATV FACILITY IN PLACE. STREET REHAB/LIT AT ION CONSTRUCT ION NOTES @ ADJUST MANHOLE TO GRADE. {8) ADJUST WATER VALVE TO GRADE. @ CONSTRUCT CONCRETE CURB AND GUTTER TYPE A2-8 PER APWA STD. PLAN 120-1. ~ CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STD-160-L. @ CONSTRUCT DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STD-160-L.. @ CONSTRUCT CONCRETE MEDIAN CURB TYPE B3 PER CALTRANS STD. PLAN NO. ABT. ® ADJUST STREET LIGHT PULLBOX TO GRADE. @ REMOVE 0.83' ROADWAY SECTION; CONSTRUCT 0.17' ARHM SURFACE COURSE ON 0.67' MINIMUM AC PAVEMENT. @ COLD PLANE 0.17': CONSTRUCT 0.17' MINIMUM ARHM. @ COLD PLANE 0.33'; CONSTRUCT 0.17' ARHM SURFACE COURSE ON 0.17' MINIMUM AC PAVEMENT. @ CONSTRUCT MEDIAN HARDSCAPE -PATTERN, COLOR AND MATERIAL TO MATCH EXISTING. OET AIL REFERENCE INFORMATION 1 2 DETAIL NUMBER REFERENCE SHEET NUMBER WHERE DETAIL/SECTION APPEARS SHEET 3 '· ·--- EXISTING 24" ---._'----WATERMAIN .....__ .. __ ' ------------.. ~ ----~ KINGS PLACE fr;~~ i"' No. 50292 I i< Exp 6/30/05 ,. ~/l • CIVIL ~j '!" ~ ci@}Y -- 100 I 50 0 JOO 200 1-1 __ · ·~·• .. 1-----11 SC/,LE IN FEET I Inch • I00ft. PROJECT MAP 2/10/02 ' SHEET 4 J RV J NE •.Co_, APPROVED I ' • I ' ' I rl j\ \/ Drl J AS-BUILT C-3394 DOVER DRIVE 36" ZONE 11 WATER MAIN REPLACEMENT AND DOVER DRIVE STREET REHABILITATION FROM AKM CONSULTING ENGINEERS 1-----1--+----~------+----1 ~~~~'""""'~"'=--... __ C_L_IF_F_D_R_IV_E_T_O_W_E_S_T_C_O_/>S_T_HI_GH_W_A_Y __ .... 101 PACIFICA, SUITE 150 ... NO, 46214 PROJECT IUD DRAWING LIST & AS-BUILT /RV/NE, CALIFORNIA 92618 Mr,r, DATE ll•OG, •C>\ AND CONSTRUCTION NOTES (949) 753-7333 DATE BY DESCRIPTION AP>'D DESIGNED DRAWN J. LOAGUE M. VARGAS REVISIONS CHECKED DATE Z. KAYIRAN SEPT. 4, 2001 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTIJENT W-5287-S SHEET 2 OF 21 M/IPSHTI.DGN / ~ V\ r_· I O;) ~ It, ~ ... ,......_ ~ ....., >\ • . 10+00 PIPELINE CURVE DATA TABLE No. 6 RADIUS LENGTH TANGENT © 10° 14'32" 711.50' 127 .19' 63. 76' ® 11° 02'26" 120.34' 23.19' 11.63' 36-INCH PIPELINE COORDINATES STATION NORTHING EASTING 9+60.00 2172860.10 6056819.42 12+20.00 2172876.53 6057058.86 13+50.57 2172826.96 6057197.79 13•85.11 2172794.67 6057210.02 14+ 25.12 2172757.25 6057224.19 14•52.86 2172729.89 6057228.77 15•99.81 2172592.46 6057280,82 17+27.00 21724 70.14 6057315.02 17•50.18 2172447.89 6057321.41 17•65.02 2172434.09 6057326.86 NOTES I. CONTRACTOR SHALL POTHOLE ALL CROSSING IJT/lff/£S AND CONNECTION POINTS PRIOR TO SUBMISSION OF SHOP DRMINGS. 2. R£PLAC£ PAV£M£NT SECTION FROM 1-FO<JT BEYOND TRENCH TO £OGE OF GIJTTER IN CUFF DRIVE. 11+00 ' ~ ,~,,,.~ ~-Lo-,.r. . ~292 . 6/J0/05 IL {! (949) 753-7333 18+00 3/1/02 J. LOA6UE Lr). REVISED PROFILE FROM POTHOLE INFO. 2/10/02 &. AS-BUILT D.<TE BY DESCRIPTION A.PP'D REVISIONS 0 © CONSTRUCTION NOTES CONSTRUCT 36-INCH x ¼" WALL CML&C STEEL PIPE PER CfTY OF N&PORT BEACH STANDARD DRAWING STD-/06-L R£MOV£ AND DISPOSE OF EXISTING 30-INCH GUNfTED STEEL PIPE, BETWEEN UMfTS SHONN. (PIPE lJJCATED ON AUGNMENT OF PROPOSED 36-/NCH PIPEUNE REPLACEMENT). ® 36-/NCH BIITTERFLY VALVE PER CNB STANDARD DRAWING STD-51 /-L @ EXISTING WATERUNE TO BE FILLED WfTH GROIJT AND ABANDONED IN PLACE. REMOVE AND REPLACE AS REQUIRED FOR CONSTRUCTION. REMOVE AND REPLACE FULL 10-FO<JT SID£WAJJ( PANEL WIDTH TO N£AR£ST JOINT AS DAMN,ED Br' CONSTRUCT/ON. REMOVE AND SALVN,E TO CfTY EXISTING FIRE HYDRANT. REMOVE AND REPLACE FULL 12-FOOT S/DEYfAJJ( PANEL TO NEAREST JOINT AS DAMN;ED Br' CONSTRUCT/ON. @ REMOVE EXISTING VALVE BOX AND COVER. @ REMOVE EXISTING REINFORCED CONCRETE VALVE VAULT. BACKFILL WfTH SAND £OU/VALENT 70 MATERIAL COMPACTED TO 95Y. RELATIVE DENSfTY, OR I SACK C£M£NT SWRFrl. @ CONSTRUCT CORROSION TEST STATION P£R DETAIL@ @ R£MOV£ AND REPLACE EXISTING ELECTRICAL HANDHOLE AS REQUIRED FOR CONSTRUCT/ON. EXISTING SURVEY MONUMENT (PRarECT IN PLACE). PRaTECT EXISTING CATV FAC/LfTY IN PLACE. 40 20 0 40 80 I I I I I AS-BUILT SCM IN FEET I Inch • 40ft. C-3394 APPROVED 46214 DATE ___ ll~--"'_'-_-_<>_l __ DESIGNED DRAWN J, LOAGUE M. VARGAS CHECKED DATE Z. KAYRIN SEPT. 4 2001 36" DI.AMETER WATERLINE PLM-1 8c PROFILE FROM ST A. 9•60.00 TO STA. 18•00.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEP ARTt.tENT W-5287-S SHEET 3 OF 21 PNPSHT1DGN ...... • _/ 19+09 _ ___ _ ,,20~00_ '! ___________ c2!,+P0 , ;GJ-\S-r J\iLk\i$0'\['1\BJ< :(·;' \ :ii-&1s}~jj£'Y" -:,-·•\;'.:'' • 18+00 22+00 -- C) -_----:.:: ... _. -~-==~-.-----.--:;:. ~ /.)_.' 'r··:) -~ -·-:-.__::; __ _ ,---------~ ~-·--... ,., -:<::: --C) . /•_,,.,c,_=c_ -- -.c -:-• ·- C) -,::. ,_ ------,-.,~<•-/--,--- <;? ,-~ ~; --•------• \NEW~-~: 3<>-.~~-~-c~-WB-~--~-~~~,~~1;\F7~ ~ t-t") :: ---_ 11-t,;(-ERUfi/£" EtiS ~ ~ ,---~CIC>:::~ : :i~Wf'iifgii.N:: -: -~~ -~ ~--~~:, __ ,_ ~ Lu ~ ""-•--_-, -::':;·: -:. ---~ -:· "!t =-..;,,,r- ...... ·;,,,,;:,;-' ; C • - ......_ A,½"">"/;;:~/ (r\. '//· LL.J V ' ---,·CC/• ~ ...... ~ LL.J -J '"1.:-=-4-,,c."'/J:_,. ' cc, r -;Ji" ' ' ,)-·~ \/ . . --~--_,. --: \ ~--. '-,\ . --~ -- ), ' -• J • I / '-~ 1, 5~~Eex,T.3s~rl;-;;,NG i;;tt~Fis (PRClTECT,-IN PLACE "J i j ,, )• '. PIPELINE CURVE DATA TABLE No. 6. RADIUS LENGTH TANGENT © 21° 26'52" 317.00' 118.66' 60.03' 36-INCH PIPELINE COORDINATES STATION NORTHING EASTING 18•30.23 2172410.80 6057387.77 20•12.32 2172412.76 6057569.85 21•30.99 2172437 .11 6057685.29 21•90.00 2172438.32 6057744.00 /~ C,;;) J. /\ -r RA c+r NO 1 J ' -;_to 7r 402Q 0 40 80 ~I -~.____11-------11 ! SCA1£ IN FEET I Inch • 40ft. 23+00 CONSTRUCTION NOTES _, 0 CONSTRUCT 36-INCH x ¼'WALL CMI..AC STEEL PIPE PER CITY OF NEWPOFrr B£/JCH STANDARD DRAWING STD-I06-L ® REMCNE AND DISPOSE OF EXISITNG JO-INCH GUN/TED STEEL PIPE, BETWEEN UM/TS SHCMN. (PIPE LOCATED ON AUGNMENT OF PROPOSED 36-INCH PIPEUNE REPL/JCEMENTJ. 0 CONSTRUCT 24-INCH x ¼'WALL CMI..AC STEEL PIPE PER CITY OF NEWPORT B£/JCH STANDARD DRAWING STD-I06-L @ CONSTRUCT 6-/NCH FIRE /f/DRANT ASSEMBLY PER CNB STANDARD DRAWING STD-501-L © CONSTRUCT THRUST BLOCK PER CNB STANDARD DRAWING STD-5I0-L-A 0 24-INCH BUTTERFLY VALVE PER CNB STANDARD DRAWING STD-5II-L @ INSTALL 36-/NCH BUTTERFI.Y VALVE PER CNB STANDARD DRAWING ST0-511-L 0 CONSTRUCT THRUST BLOCK PER CNB STANDARD DRAWING STD-5/O-L-B. @ EXISTING WATERUNE TO BE FILLED WITH GROUT AND ABANDONED IN PLACE. ([j) REMCNE AND REPLACE AS REQUIRED FOR CONSTRUCT/ON. @ REMCNE EXISTING 8-/NCH GATE VALVE. ® REMCNE EXISTING 4--/NCH /f/DRANT. @ REMCNE EXISTING TREE AS REQUIRED FOR CONSTRUCT/ON. @ ELECTRIC SE/WICE METER, RELOCATE AS REQUIRED FOR CONSTRUCT/ON (COORDINATE WITH SC£) NOTE: 30+00 -rR;\c-r Lo-r 31+00 ' - 24-INCH PIPELINE COORDINATES STATION NORTHING EASTING 30•00.00 2172138.56 6058104.70 30•06.32 2172139.78 6058110.90 30•95.00 2172109.35 6058194.20 31•32.54 2172096.46 6058229.46 31•34.55 2172097.49 6058231.19 6 0 40 80 1~_1 ! AS-BUILT 24-INCH PIPELINE REPLACEMENT. DOVER DRIVE SC.Al.£ IN FEET / Inch • 40ft. C-3394 -- 3/,/02 J_ LOAGUE & REVISED PROFILE FROM POTHOLE INFO. APPROVED DOVER DRIVE 36" ZONE II WATER MAIN REPLACEMEN .AND DOVER DRIVE STREET REHABILITATION FROM AKM CONSULTING ENGINEERS l-3_1_v_o--,2 rJ __ Lo_AG_UE+-&_2_RE_v_1s_rn_A_L_1G_NM_EN_T_P_E_R _ci_n_RE_ou_E_sT __ t------t ;;;',M~~~/_/Y!".-=-t-___ C_L_IF_F_D_R_IV_E_T_O_W_E_S_T_C_O_A_S_T_H_IG_H_W_A_Y __ -t 101 PACIFICA, SU/TE 150 ,110102 J_ LOAGUE & RELOCATED VALVE /RV/NE, CALIFORNIA 92618 2/10/02 ffi AS-BUILT /949) 753-7333 DATE BY DESCRIPTION APP'D REVISIONS 46214 DATE 1\.-0(,, -o1 DESIGNED DRAWN J. LOAGUE M_ VI-RGIS CHECKED DATE z_ KAYIRAN SEPT. 4. 2001 36" DIAMETER WATERLINE PL.AN 8' PROFILE FROM ST A. 18•00.00 TO ST A. 21•90.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5287-S SHEET 4 OF 21 P~SHT::l .DGN ~-~t ~ ... ,. ~ ~ ~ -~-; 'i ~ ,;, -II I J ~ "' 1 ...... -,... ' .. F' R/W I /'-6' R/W (: EXISTING SIDEWALK (REMOVE AND REPLACE FULL I0-FOOT SIDEWALK PANEL TO NEAREST JOINT AS DAMAGED BY CONSTRUCT/ON. /0'-0' B'CONCRETE CURB AND GUTTER 30'-0' EASEMENT EXISTING CHAIN LINK FENCE REMOVE AND REPLICE AS REQUIRED FOR CONSTRUCT/ON 15'-0' I2'-0' GRASS 51'-0' 15'-6' EXISTING TREE-~ 15'-0' ----REPLACE PAVEMENT SECTION _,,,---FROM EDGE OF GUTTER TO l.,,__ __ ~~~~-----.t"" I !'-6' BEYOND TRENCH CUT 40'-O' ! ROLLE[! Jd.URB AND Gu11,ER I +-- 28'-(J' AC PVMT AGGREGATE BASE 20'-0' 28'-0' 4'-0' 5'-9' CROSS SECTION ON CLIFF DRIVE STA. IQ+BQ.00 SCALE:¼"· f'-(J' VARIES OLD Cf: ' 19'-6' 28'-6' CROSS SECTION ON DOVER DRIVE ST A. 16+20.00 SCALE:¼'= 1'-0' ~ 40'-(J' A 3 B 3 ROL/£D CURB AND GUTTER 51'-0' 2/10/02 £ AS-BUILT SIDEWALK I2'-0' DIRT I " ~ 6'-6' 4'-0' 50'-0' R/W .. I B"CONCRETE CURB AND GUTTER 11'-9" APPROVED ~~'+-~-L0,4~ 'HI~ "" AKM CONSULTING ENGINEERS .__--l------+------------+---1 CROSS SECTION ON 30-FOOT EASEMENT ST A. 20+77.00 C SCALE:¼'= l'-0" 4 ... "' No. 50292 " . 6/30/05 CIVIL 101 PACIFICA, SUITE 150 /RV/NE, CALIFORNIA 92618 (949) 753-7333 DATE BY 46214 DATE \\-o"9-o\ DESCRIP-,-ION 1-PP'D DESIGNED ,. LOAGUE DR/\WN M. VARGAS REVISIONS CHECKED Z. KAYIR/\N DATE SEPT. 4 2001 12'-(J' SIDEWALK AS-BUILT R/W I VARIES I C-3394 DOVER DRIVE 36" ZONE 11 WATER MAIN REPLACEMENT AND DOVER DRIVE STREET REHABILITATION FROM CLIFF DRIVE TO WEST COAST HIGHWAY TYPICAL WATERLINE INSTALLATION, CROSS SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5287-S SHEET 5 OF 21 36-INCH x ¼" WALL ' REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT AS REQUIRED FOR CONSTRUCT/ON PER CNB STANDARD DRAWING STD-/80-l ~..: <] RIW~.i <'.\ CONSTRUCTION NOTES 0 @ r'1 11 11 CONSTRUCT THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L-A 16-INCH BUTTERFLY VALVE PER CNB STANDARD DRAWING STD-51I-L duT I 124-,,~ ----i--~---., s EXISTING 24' x ¼' WALL CML&C STEEL PIPE PER CNB I5tH STREET WATERMAIN REPLACEMENT PLANS (W-5251-SJ DATED MARCH 1996. TO BE FILLED WITH GROUT AND ABANDONED IN PLACE I I'---,~ i ---~ I ~;:~·~ E -~NCH lsTEE/ J1sHif auif1EAD PAC BE LL __,--4 CML&C STEEL PIPE--~~ FOR PLAN ANO PROFILE ff'-4.7' 11 11 FUTURE 42' EXISTING 60' STORMDRAIN----;--, WIT SEE SHEET X ST A /3•85.1 I 2'-5' , & II CUT AND I REMOVE 11 CONFLICTING 16-/NCH PVC 11 1 -;-_t 1.-41-. I -l~ .. -.. -.. -. ~~t-.-.. -.. -.. -. -.-.. -.-.. • __ -1-.. - STORM DRAIN--""" I . . . . • • \ I II _ _L_ .. f' ~ ...---!; :+,---:-· ., . I6-INCH FLANGED OUTLET --~~f-~ -:t~~j :-)-" --• -; • C -t -~-~ -• --~~_ ... _~ __ .. lJJ " ~ ~~ ~ ~~ i ~ ~ 1--" ::::, . Q:J ',Q & I ~ ~I ~ !~ 1--<>: V) tB i:l:!::::;; ~~, II I , ""' ,1 ........... I 1 I! : I I I -· ~·~r - EXISTING 16-INf'H PVC CWS 200 I EXISTING /6-!NCH AND [ •• • ! I ZONE I I WATER PER CN$ 15th STRtET 24-INCH BUTTERFLY VALVES. • • • ! • • •• \ REMOVE EXISTING 9(1 MJ ELBOW I AND THRUS?! BLOCK. INST All I 12' RESTRAIMED MJ 90' BEND I WATERMAIN R!PLACEMEN'{ PROJECJI, REMOVE VALVE BOX AND COVER \ • i .• I PLANS (W-525~2), DATED .:iMARCH 19!{6 AND ABANDON IN PLACE 1, • • • .i · . •. ~ I TO BE FILL£ WITH GRuUT AND I "-~" \ • • i I ABANDONED I PLACE i & I \ I /ta I I '---CABLE TV r...4 , I \· .. ' I Lil • I •. I \ • i • I 1 lt:J II~ I It; II~ I (FIBER OPTIC) I I I I ~1 I I I ITT I I I l~ ,%fl \ _L--++-EXISTING 8-/N)~ ,I l 11 10/ ri~. 1 1 . coNcRETE cuR 1 1 \c':=«1)-I I I II ~>~ y II ! I ! I II 11 < ££'( l-'!i--+-1---'l! EXISTING 12-INCH PRESSURE REDUCING I 11 :< , I STATION (6' x 8' VAULT) PER CNB 15th STREET I 11 << I WATERMAIN REPLACEMENT PROJECT PLANS I , , -I (W-525/-S), DATED MARCH 1996 I 11 ,:,;., ' I I I 11 I '1I ,,,, 1·· 1 I ,...,,,-.. II 11 <<<· I c.---33• RCP I .I I I I '.;:::;: 1111 21 :, STORMDRAffl II \ \ ::::::::::::\•"' ~iq ::~~ : l l I .·; ·1 : \ : ( \ I • • II, . . 1 '1 : : • . • . \ \ ;I • . •. \ I.. ' •. ·1 I· ..• I \ . I . • \ 24'CML&C STEEL WATER.--+-.. , ·1 FILL WITH GROUT AND • • I • 1 I i · \ ABADON IN PLACE l l .... \ I • • · i ·• . I I . , l . I . '1 •.. •. :, .• I . ' .. ' ·_ ·'1'' I. ' .. · I. : • I . . . :_~-!' I I I I I , 'I~~ 11 I EXISTIN /6' x\>e-( ,1 =+ lilt. I I r... I II :i:: L!u I OV~D~V~G EXrz:S ING NCH BUTT RFLY ALVE. TAL 24-IN. H B D F NG£ \ ' 1, ,.__ CUT AND REMOVE CONFLICTING 24-INCH \ \ . , I,."' 1111_',Q~. i ', 11 --42" RCP I \\ _ ,_.., -16-INCH FLANGE COUPLING STORMDRAIN I \ .,\ d_, 1 =7-5 ADAPTER (RESTRAINED JOINT) (FUTURE) ,....,~60"RCP STORM DRAIN II ' FIELD VERIFY DEPTH AND \ \ i \' ~ ~, 11 , LOCATION OF EXISTING PIPE i I ' L ii '11 c· \!=~.,,1-11\H\-J,-f~JJ1,1-4,H-"!At'-t9 OF _2}__ ----_,,..~----------------------~------.--~-----------------~--->---------1-----------l---·· ---r---------------------------------------------------;t-~-: :---~. I STEEL PIPE EXISTING 6' x 4' PACBELL VAULT RIW-----e~ .. -ll ,·~: .... ~,:-t k-j ----~-------------:--------------t----:----i--------------------~ : . ~-~--Ir ' <'.\ I ---CABLE TV ;;_ I 2' CONCREf~ L /6" PVC l i l II \ I "--I l (FIBER OPTIC) ~ --J'-" GUTTER 11 WATER I i I EXISTING 16-INCH \ , \ .6 1.1 /0'-Q' ,, 11 I , I BUTTERFLY VALVE I <] 16' x 12" FLANGED x RESTRAINED MJ REDUCER lb 6 11 I I \ \ I -I I I I I \ 11 I I I I STREET LIGHT I I -----·~ 1 ,,,.--i I \ 'Ii \ (RELOCATE AS REQUIRED LJ ._______, '-------' ( '1 I 1 , ~ \ FOR CONSTRUCTION) '--~------i ----~/ \ \ \ RESTRAINED M,J x RESTRAINED MJ MEGA LUG 90' END 12-INCH PRESSURE REDUCING STATION RECONNECTION PLAN SCALE:%"· f'-(J' \ \ \ \ \ \ \ / 7-._ _/ I.___/, \ ' ,, ~ -r->· 3--- --',Hr---~12_"_P_vc--rn,;-~~ • .,, "\:.: CUT AN~ REMOVE INSULATING FLANGE '. , ·; . 16_1NCH FLANGED CONFLIC ! ING /6-INCH PVC PER DETAllt1J • BUTTERFLY VALVE@ 9/18/02 J. L0AGUE 1£,. RELOCATED VALVE APPROVED AS-BUILT C-3394 DOVER DRIVE 36" ZONE 11 WATER MAIN REPLACEMENT AND DOVER DRIVE STREET REHABILITATION FROM SECTION A SCALE:%'· !'-0' AKM CONSULT ING ENGINEERS l-2_110_10-+--+=&=-As_-B_u,_L 1 _______ -+---I ;~~~~~='."'"--t-__ C_L_IF_F _D_RI_V_E _T_O_W_E_S_T _C_O_AS_T_H_IG_H_W_A_Y __ -1 101 PACIFICA, SUITE 150 .C.E. NO. 46214 !RV/NE, CALIFORNIA 92618 12-INCH PRESSURE REDUCING STATION /949) 753-7333 DATE BY DESCRIPTION REVISIONS DATE ,,-oc.-0 , RECONNECTION PLAN AND SECTION APP'D DESIGNED J. LOAGUE DRAWN M. 1/ARG/..S CHECKED DATE l. KAYIRAN SEPT. 4, 2D01 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5287-S SHEET 6 OF 21 PR5CONN SOGN PIPEUNE EASEMENT / / / / 0-==::::::::::::::::::::::::::::::::::::::::==:::=::::=::::=:===:::=:=====:::::::::::=:=:{'' EXISTING Cj-/AJN LINK FENCE REMOVE AJYD REPLACE AS J=-=============================================~R:E;Q;U /:RED !""OR CON ST RUCTION l / / I> I> 36' x ¼" WALL CML&C STEEL PIPE. FOR PLAN AND PROFILE SEE SHEET 3 -·-------···-·-··"----. -···-------- -------------~ --- 24-JNCH BRANCH OUTLET wrrH CROTCH PLATE. DESIGN PER AWWA M-II. £SIGN PRESSURE • 250PSI -r--..,. ST ST A. I 7 •65.02 4r45'35' ELBOW TRASH CAN / / / / / / / / / / / / / / / / / / / / / INSULATING FLANGE PER DITAIL ffi /4l;;,~-24-!NCH BUTTERFLY VALVE wrrH VALVE BOX ANO RISER PER CNB STANDARD DRAWING STD-511-L .;_--24-/NCH DISMANTLING JOINT. WIK/NG JOHNSON OR EQUAL) / I ' \ \ ' I / / / / / / / / / / / / / / / / / / / , / / / / / R/W ---7'--;-"------t ---/ / -------------/ / ------------------/ / --~ ----- /~/ CABLE TV FIB~;--.::_::_::...__ ______ ___ PIPEUNE EASEMENT BACK OF SIDEWALK --/ / OPTIC PULL BOX ---------___ ---___ /~/ (PROTECT IN PLACE) ------.::_::_::.___ ___ I -___ ---------'?___00!_°!___NATE WITH OCTA. • , -===::: .:::=:: ~ -:=:::: ==::: === = :::::= -----:___~ ~~~ = = = = = = = = -~---= = = = === = = =:: = = = = = = =-~ ~ = = ==-! = = =-= = = = = .:=:: = ~ -- .....____ -----------------=:::-= -=---== / ! ---cc ' I \ / / -----::: ------.!._ I> / / I> -----------I> / / ---------: / / I\ , -------. .:: )::-' , I> I> {> I> I> /) I> -------.. ----/ ----------------------------r30'RCP / ,/ --------------~-------------STORM DRAIN / • // / £> -----------------/. ' , / ,f'\,_ -------------------/' / / I..,> ---------------/ • /' / -----------~ / • : ' . ✓ -------------/' ' : -·-------------;,<( • / / --------............,_ ,· I ' I I> \ ' \ ' I ---~ --I> / ,, -..,__ ' ' ' ./. ----/ . , ----..,t:-----------------/~-~-'--.:_ ./ '/ ----;;:;:......._ ----/ • • ,Y-:---_,_:__ / ----........._ ~ ---/ / -7--EXIST/NrTVAl.1/___E VAULT ~ ),<:_ ---;/ • / ------_ TO BE REMOVED:-BACKFILL •• ---.z___ / ----_WITH SAND EQUIVALE!vT--:rQ./ // · // · • )-.!. __ MA'FE/3.LAL. COMPACT T~9,rti;:7'---- / / / --------RELATNE'-DE.N_SffY, OR 7.:.:;.,FILL /. • -------WITH ISK:K CE:MEN[_ ~RRY i /· / ./ ------//·--v· / '/ ---/ -- //' ./ ·/ --~----// ' ,: . /. / /;/--- / ·' / ·/ // --------- / .. :. /' . · / / / ------ I> I> /) I> ---/ ,/ '. ,/ / / ( •• ,I_ . / // ------( •• '/ ., \_ /~/ (.)/,/ _·.· •• ;// EXISTING 30-/NCH GUN/TED /~/ / ~ • • / STEEL WATERUNE. TO BE /.-../--PACBELL / "--_/ FILLED wrrH GROUT AND /~ / ABANDONED IN PLK:E / / // // // 24' x ¼' WALL CML&C STEEL PIPE. FOR PLAN ' I ' ' I ' \ ---· '\-- ' ---1 ' \ ' I // D D.___~ // --------~ I/~/ ____[STREET LIGHT HANDHOLE 1> 1> .___,::: - = = = = = ~~ _, REQUIRED FOR CONSTRUCT/ON) . /) ' . (> / (REMOVE AND REPLK:E AS 1> ' JI> ----, EXISTING SIDEWALK REMOVE JO-FOOT 1> --- I PANEL TO NEAREST JOINT AS RE,QU/RED STANDARD DRAWING STD-180-L r FOR CONSTRUCTION. REPLACE PER CNB D ~ , b ~~ ~~ b -~ --= ~~------.::-.:::::::::- STREIT LIGHT POLE (PROTECT IN PLACE) ~~ = = = =--::::-~ = = = = =-EXISTING 8" CURB AND GUTTER. """= · ~ ------I REMOVE TO NEAREST JOINT AS REQUIRED FOR CONSTRUCT/ON. REPLACE PER CNB STANDARD DRAWING SJ;-18?-L' D t> (> (> --------------------------\ -\ ------- t> I> {> ------------\ ---\ --- I> I> // / AND PROFILE SEE SHEET 4 /--____,__,_ WATERLINE DETAIL AT ST A I 7+70.00 I SCALE: 1/z" • l'-D" ,4 ~~.._~. Lo 'fl~ . 50292 p. 6/J0/05 CIVIL OF ~ \ I AS-BUILT C-3394 3/4/02 J. LOA6UE & REVISED ALIGNMENT PER CITY REQUEST APPROVED DOVER DRIVE 36" ZONE 11 WATER MAIN REPLACEMENT AND DOVER DRIVE STREET REHABILITATION FROM 9/18/02 J. LOAGUE L£,_ RELOCATED VALVE '~;,~~~.L& ................. -=--CLIFF DRIVE TO WEST COAST HIGHWAY AKM CONSULTING ENGINEERS 1---+---+--------------+---, c, 1---------------------, 101 PACIFICA, SUITE 150 .E. NO. 46214 IRVINE, CALIFORNIA 92618 DATE_.,_,\ lc::-_,D"-'C."'-=--==o,_,\ __ (949) 753-7333 DATE BY DESCRIPTION APP'D DESIGNED J. LOAGUE DRAWN M. VARGAS REVISIONS CHECKED Z. KAYIRAN DATE SEPT. 4 2001 WATERLINE DETAIL AT STA. 17•70.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTtJENT W-5287-S SHEET 7 OF 21 OUTL T SHT.DG>l ' 'i 11 II '1 I, ii II ,, '' ~ - EXISTING 36' x ¼' STEEL WATERUNE PER CNB REACH 4 -36-INCH WATER TRANSMISSION MAIN -PHASE 2. (W-5243-S) 36' x ¼"WALL STEEL DATED SEPTEMB 1 ER 1996} ___ -=.·""•,_,,I '""':oc;=:~l.i::_;;;:._;;__ ---L---~-~_/_s_AJ};~~J JffrFOR • II I II II \ II II -~ - - - - - - --:c :+ '-------------------- / ' II I 11 ,. : : \ ·. II L--------~-~--~IL~~------~ CHIP BACK EXISTING CEMENT MORT AR COATING AS REQUIRED. REPAIR AS SHONN IN DETAIL(/\ V!D BUTT STRAP CONNECTION ffi PER DETAIL \JW PROPOSED PLAN 38• L.F. ---t,-TO NEAREST 36'VALVE EXISTING 36' x ¼' WALL CML&C STEEL PIPE, PER CNB REACH 4 - 36-INCH WATER TRANSMISSION MAIN -PHASE 2 (W-5243-SJ DATED SEPTEMBER 1996 " ' EXISTING GRO/JT FILLED ABANDONED 30-/NCH CML&C STEEL PIPE.:REMOVE AS NECESSARY TO PROVIDE MINIMUM 12-INCH CLEARANCE FROM NEW PIPELINE EXISTING 36' x 30' STEEL ECCENTRIC REDUCER TO BE REMOVED I EXISTING 36' x ¼' WALL CML&C • STEEL PIPE, PER CNB REACH 4 - 36-/NCH WATER TRANSMISSION MAIN -PHASE 2 (W-5243-S! DATED SEPTEMBER 1996 (TQ BE REMOVED) £~/STING PLAN EXISTING 13 S.F. CONCRETE THRUST BLOCK. TO BE REMOVED ST A. 24•96.31 rt_ EXISTING JO-INCH WATER EXISTING 30-INCH 22½. STEEL ELBOW TO BE REMOVED EXISTING 30-/NCH STEEL WATERLINE PER LAGUNA BEACH COUNTY WATER EXISTING 8/JTT STRAP CONNECTION PLANS 'MAIN WATER SUPPLY CONDUIT-- FROM WELLS TO PUMPING PLANT No. 2' DATED JUNE 1926 TO BE REMOVED TO LOCATION SHOWN, FILLED WITH GROUT AND ABANDONED IN PLACE 36-JNCH PIPELINE CONNECT! N AT CLIFF DRIVE. STA. 9+60.00 -- STAINLESS STEEL WASHER FOR EACH N/JT\ NOTE: ALL NUTS, BOLTS AND WASHERS SHALL BE 316 STAINLESS STEEL -m--i EXIST/NG/PROTECTED ONE INSULATING WASHER FOR EPCH NUT L FULL LENGTH INSULATING SLEEVE FOR EPCH BOLT -0-----~~\\~----0-®- 0 0 '/4'THICK INSULATING GASKET NEW/UNPROTECTED INSULATING FLANGE DETAIL 2 SCALE: I½'· /'-0' YA AS-BUILT C-3394 AND DOVER DRIVE STREET REHABILITATION FROM APPROVED L. DOVER DRIVE 36" ZONE II WATER MAIN REPLACEMEN , • AKM CONSUlTING ENGINEERS l----!---+------------1----1 E R 1-----=.:CL::::IF_;_F_D::_:R.::_IV:_::E:__:.cTO::__:_W:.::E=-ST.:__::Cc::_O:_::AS:_:T_:_::Hl.=:GH_:.:W.:.:_A.:.:_Y _ ____, 101 PACIF /CA, SUITE 150 C.E. NO. 46214 WATERLINE CONNECTION AT STA. 9•60.00, /RV/NE, CAUFORNIA 92618 INSULATING FLANGE AND CONCRETE DATE \l-llC.-01 (949) 753-7333 DATE BY DESCRIPTION PPP'D REVISIONS DESIGNED DRAWN J. LOAGUE M. V/>RGAS CHECKED DATE Z. KAYIRIN SEPT. 4 2001 ENCASEMENT DETAIL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5287-S.' SHEET B OF 21 · • ~PE SHT2 EXISTING FLG x MJ ADAPTER WITH RETAINER GLAND 36'x 24'CML&C STEEL REDUCER 36-/NCH x ¼' WA!_L CML&C STEEL PIPE,;;-------- REPLACE EXISTING POLYETHYLENE ENCASEMENT AS REQUIRED EXISTING 24-INCH BUTT STRAP PER DETAIi@ I' I I I I I -+'- ' I I I I _! L /0' 3'-0' REDUCER THRUST BLOCK PER CNB STD-510-L-B --- --_,..,.--- 0 0 0 0 ' I RESTRAINED JOINT DIP INSULAt,j]I_G JOINT PER Df AIL ffi MODIFY DIUENS/ONS AS FOllJJNS: ~ a 9:: all.. EXISITNG 30'CML&C ~§g STEEL PIPE rro BE <o j:::: REMOVED) ~~ V) lcJ 9" BUTT STRAP (TO BE REMOVED) 2'-0' 30" STEEL SPOOL • I (TO BE REMOVE DJ _J W • 14' -Q" SK = 4' -6' H = 9'-0' TH = 3'-0' BK= 4'-6' PROPOSED ELEVATION 30' x 24' FLG ECCENTRIC REDUCER.DJ. (TO BE REMOVED) 24'FLG x MJ DJ. ADAPTER (TO REMAIN) I I I -_j - I I I I 0 0 0 0 POLYETHYLENE ENCASEMENT (TO REMAIN) 24' RETAINER --,,.24' RESTRAINED 22½. RESTRAINED JOINT BEND (TO REMAIN) 24' RESTRAINED GLAND (TO REMAIN! JOINT DIP (TO REMAIN) JOINT DIP (TO REMAIN) 2'-6' 8' EXISTING ELEVATION 36-INCH PIPELINE CONNECTION AT NEWPORT BAY ST A. 22+13.00+ I SCA!_E: ½' = /'-0' 4 ~ ,~~'+~.Lo~ . 50292 . 8/30/05 CIVL 3'-0' -- AS-BUILT C-3394 2/10/0 ,& AS-BUILT DOVER DRIVE 36" ZONE 11 WATER MAIN REPLACEMENT AND DOVER DRIVE STREET REHABILITATION FROM AKM CONSULTING ENGINEERS 1---+---+---------------1----1 ~~~~~==:.__ ___ C_LI_FF_D_R_IV_E_T_O_W_ES_T_C_O_AS_T_HI_G_HW_A_Y __ ---1 101 PACIFICA, SUITE 150 /RV/NE, CALIFORNIA 92618 (949) 753-7333 DATE BY DESCRPIIDN APP'D REVISIONS 46214 DATE-~\\~-=O=t.,_-~CP~\ __ DESIGNED DRAWN J. L0AGUE M. V/,f/.GKS CHECKED DATE Z. KAYIRAN SEPT. 4 2001 CONNECTION DETAIL, ST A. 22•13.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5287-S SHEET 9 OF 21 PIP[ SHTDGIII .::.::,. ~ s VI " I " ~ r -~ -C: --.;: .l '(.. ( 11 l,l -- - 6(J ¾" WIRE MESH-~ REINFORCING t CEMENT MORTAR UN/NG ¾"WIRE MESH RE/NF. ~ A ·/, ,,./ ";. ·, ,,.,,. ,{ • I' A I 5" MIN 7' MAX I I • ;,;fs ... /-.. / L 10' ____ ___:_ ___ -.J SECTION A • • . -------...-' ' . • A A 4 ~ '-------- I' I' MIN.½J '-. Mir FIELD APPUED MORTAR AFTER WELDING J½· I' MIN MIN. I" MIN. 10' MIN. SECTION B BUTT STRAP DETAILS NOT TO SCAJ.£ t !TYPJ .... 4' STD. STL. COUP~ NG 60" BUTT STRAPS TO BE SHIPPED LOOSE IN TWO PARTS FOR FIELD JOINING CEMENT MORTAR COATING MORTAR APPUED AFTER WEWING I' MIN. I YA ~-4'PLUG CEMENT UNED STD. STL. COUPUNG FIELD APPUED CE/!efENT MORTAR COATING !!'MINIMUM! THICKNESS) BUTT STRAP i STEEL PIPE CYUNDER EXISTING CENTR!Fl)(;ALLY APPUED CEMENT ~ORTAR UN/NG • ~~~ lf-§i •• •v""~~ "' 50292 ~ No.~~- -!< E,p. 6/30/05 ,J)! CIVIL CARBON STEEL SUP-ON FLANGE t •¼'MAX. t • 1/a' MIN. DRIU AND TAP I HOLE CARBON STEEL PIPE ......... LINING STEEL FLANGE DETAIL 2 NOT TO SCALE t½ MIN '•'1,. •· ..•• •• ,. .. ' ._. FIEW PLACED MORTAR MAX. YA FIEW PLACED MORTAR .!, •• IJ. •.. • • ',4 • t,' • • • : • • : IJ.. • • : ,i • A • • • ./1 • ii, • iJ MORT AR UN/NG PIPE INSIDE DIAMETER STEEL PIPE JOINT 3 NOT TO SCA/£ y 1/10/0 ,&,_ AS-SUIL T APPROVED t-----1t----t-----------+---I AS-BUILT C-3394 DOVER DRIVE 36" ZONE IIWATER M.AJN REPLACEMENT AND DOVER DRIVE STREET REHABILITATION FROM AKM CONSULTING ENGINEERS t-----1t----t-----------+---I ~~~t;.?,,,,..,,.._,.,...,_=-_ CLIFF DRIVE TO WEST COAST HIGHWAY 101 PACIFICA, SUITE 7,50 46214 t--------'-='-'--:_:.:.=.'----=..:.:...:::...:._:..::..:.:.:..::..:_:.:.__--1 /RV/NE, CALIFORNIA 92618 DATE -~•e,,cl-_,,,,c,;loc.=-.,,,r::>:..:..I __ STEEL PIPE DET.AJLS (949) 753-7333 DATE BY DESCRIPTION REVISIONS APP'□ DESIGNED DRAWN J. LOAGUE M. VARGAS CHECKED DATE Z. KAYIRAN SEPT. 4, 2001 CITY OF NEWPORT BEACH PUBLIC WORKS DEPAATMENT W-5287-S SHEET 10 OF 21 DETSHT 1DGN ~ V\ I - CAST IRON COVER ------- CONCRETE COLLAR -~ • 4 REBARS AROUND TEST STATION HOUSING .; .. ~--CAST IRON COVER 6" MIN 2" REMOVE AND REPLACE EXISTING SIDlzwALK TO NEAREST JOl~T V • .• : --j==c=c~ . Q --------,,----------- : ·~·.:'. :-:~-~-.::~<··· -~< "<1 • .• _ ........ :~4·_-: _":.-.\ ,•. 1---.---------1 O, o 0 -----.- O /" • 0 TRAFFIC VALVE BOX --+-~-.-.----oc~: ,-~-----=-t-----i·': . . o 0 • • 0 4" SCHD 40 PVC PIPE NATNE SOIL--__/ 0 . .; 0 4 Mlf ' o I' . ' . ' • 0 . ' • 0 • • I . o • 0 0 0 0 0 0 0 0 0 --GRAVEL '--LEAD WIRES AS INDICATED TEST ST f!~91fcj;'OUSING (D STEP -I STEP -2 STEP -3 ' REMOVE COATING iJ.tD Fl/£ PIPE TO BARE MET AL STRIP INSULATION }ROM WIRE ATTACH COPPER C/flMP SLEEVE HOLD MOLD FIRMLY jWITH OPENING AWAY FROM OPERAt!OR.IGNITE WITH FUNT GUN ! HANDLE~-._ STEP -4 REMOVE SLAG FROt CONNECTION. PEEN WELD FOR SrUNDNESS GRAPHITE COVER------1:;;y~ GRAPHITE MOLD PIPE STARTING POWDER ,,--MET AL POWDER CABLE COPPER CRIMP SLEEVE STEP -5 COVER CONNECTION AND EXPOSED STRUCTURE WITH A PLASTIC SHIELD CAP FIRMLY: OVER CONNECTION THERM/TE WELD CONNECTION DETAIL 3 NOT TO SCALE UTIUTY aox-- (BROOKS 3RT OR EQUALJ 1_.L--...::::-~-* 10 THWN,STRANDED (RED INSULATION) Tf""lc------sLACK LOOPS (TYPJ WELDS SPACED 6" t--=--t--, r PIPEUNE LOCATE MINIMUM OF 18-INCH FROM ANY PIPE JOINT. ~---'-"----'-----\ --· (j_ OF PIPE SECTION A EXISTING CURB AND GUTTER CORROSION TEST STATION NOT TO SCALE STEP -I Cl£AN ALL MUD, DIRT, MILL SCALE, GREASE, OIL AND OTHER CONTAMINANTS FROM THE METAL SURF/CE TO BE COVERED.APPLY A COAT OF ROYSTON ROYBOND 74T PRIMER AND ALLOW TO DRY TO A NON-GLOSSY APPEARANCE.WHICH WILL TAKE ABOUT 5 MINUTES.DEPENDING ON HUMIDITY AND TEMPERATURE. STEP -2. REMOVE THE RE/EASE PAPER FROM THE BOTTOM OF THE ROYSTON HANDY CAP 2. BEND THE PLASTIC SHEET INWARD AT THE SERRATIONS.POSITION AND PLACE THE HANDY CAP ON THE WELDED AREA WITH THE TUNNEL OVER THE /£AD WIRE. STEP -3 PUSH THE DOME OF THE CAP FIRMLY INTO THE WELD AREANOW UFT THE LEAD WIRE AWAY FROM THE PIPE AND SQUEEZE THE BLACK RUBBER COMPOUND COMPLETELY AROUND AND UNDERNEATH THE WIRE.THEN PUSH THE LEAD WIRE BACK DOWN ON THE PIPE AND PRESS THE ELASTOMERIC COMPOUND INTO FIRM CONTACT WITH THE PIPE OVER THE ENTIRE AREA. STEP -4 COAT WELD CAP.EXPOSED METAL AND 2' BEYOND WELD CAP WITH BITUMEN. (TNEMEC 46-450 OR EOUAU CADWELL COVER CAP DETAIL NOT TO SCA/£ ( 2/10/02 l'-6' PLAN 2 ~--0 &, AS-BUILT ~-TEST STATION HOUSING PER DETAIL 8 REMOVE AND REPLACE EXISTING SIDEWALK.CURB AND GUTTER TO NEAREST JOINT PER CNB STANDARD DRAWING STD-180-L ----;-EXISTING SIDEWALK AS-BUILT C-3394 APPROVED DOVER DRIVE 36" ZONE 11 WATER MAIN REPLACEMENT ~ @; ~'+ ~. L0,4&! '§"/~ ~ AND DOVER DRIVE STREET REHABILITATION FROM AKM CONSULT ING ENGINEERS 1------1---1-------------+----i ~~~ ~~~===-,__ __ C_L_IF_F_D_R_IV_E _T_O_W_E_S_T_C_O_AS_T_HI_GH_W_A_Y __ _, 101 PACIFICA, SUITE 150 /RV/NE, CALIFORNIA 92618 50292 _ ' 6/J0/05 CIVIL --(949) 753-7333 D,SCRIPTION REVISIONS 46214 APP'D DESIGNED DRAWN J. LOAGUE M. VARGAS CHECKED DATE Z. KAYIRIN SEPT. 4 2001 CORROSION TEST STATION DET.AJLS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5287-S SHEET 11 OF 21 CAlH :iHTllGN ~ .. ~? ~ "' -.,, it' ::s ~ '. -~-t -I " a . - TRAFFIC REQUIREMENTS: The contractor shall mointoin the following traffic lone requirements: Dover Dr. and Cliff Dr.: Maintain min. one through lone of traffic in ~ each d,rect,an during working hours. -CO "-"-,> Close left turn when in conflict with construction and when left -~-tir,~-{-{{fYY ·'-, "-, ·--.. •~:::::--,"-00 so turn visibility is restricted by construction // / 1 / d tl---r77- "'"''%, -,"-"-...__"' ~% MAINTAIN PED. CESS w k H T b c· f ", s(Ri11·/ / I 11 / 1/1/ · 1 1 / ~-....;::~ ~ ....._ ~'",: WITH FLAGGERS or mg ours : o e approved by ,ty o Newport Beach. • / 1 '"' ~ ,~ --.....___ '· ............:::,,...._ /" All private driveways and side streets shall be kept open at all 11 1 1 / / j / / I I C1B)'-"' "· ,...__ "'..... ........__ -,...__ , I R2(4o) / ~ limes except when construct,on tokes place directly in front of // / / § // / ,~ "-...__, ....._ ,,"'· "'•...__ ·,. ,...._:_ -----, // /' the driveway/side street. All open excavations on public streets CIB~/. I / / / ·--.....__ ,,...__ , ,...___ '·, --,...____ ..... _---._ SIDEWALK shall t>e bock-filled or steel-plated for traffic outside the '/ / I , d h I f I/ )'"'':_'--,_ '•·:-,-..._ '•---. ., -----...__:_-:_-------.._____ CLOSED working hours. Traffic shall be restored to normal conditions _/ / I I § d I / C2: C2(B): C20(L): C20{R): C20(R) w41 :;:-,:::::---........__ -..__ ~ -........__ ~~ ~----~ ...... __ ___ outside the working hours. / I// d / ')'-...__ ', ~------..__,_ •-..__~...__ ----~ ~,_ " rn --~--/1 / / / // /i 1 1/ C20(R) -~-, ...__ ------~----~~~ • I I / I / Ii C20(B) ;---,::::__-~ -, ----------~--:.._::;;::---=---=----=---• t~~~~==:~~~~~~~.,L-L~~:~~~=~~~~~~ ..... II • I) I I I; ROAD CLOSED BIKE LANE CLOSED RIGH LANE CLOSED AHEAD C20(B): C27: C30: W15: W7II ...... , __ ........__ --.........__ -----::::::::.:--== ~ce=----+--------------------, -•:.~:.<::::>-<.5o, "'<'"'"~ V/4(2:;-)/;I / / I I I II II I C2(B)r-.....___ ....... ·-. ...__ -------===---==-~ ----2' ""'-----~ ", I I I -----~ :· • -. ~ -=----::__-:::::: @ / {J;' {J;' ~~;::;;~;;;_:;;;;;,;;::;===~~~---~N. ~ --~~:/ l ,,~ J;q_,,.,. r::J/J(R)I/ • I ff I I I ~--...__ ~. _ _ -':::::::...-::--=::_-_ / etce;, ~...-!,l~~~~~=---RA/SEDMECIAN ~~~~ ?½-~--::----...... : -.. --~ '· -~...__ "' c:zo(Bjlfj/ I f // /,lb /!/ ~ v ROAD NARROWS W57: , • W59: <!> W79:~ R1 O(R): @oNE wAr ::/I R13: NO TURN ON RED ,\·o s~G--_ --. ~ • • ---__ ➔/ fl.34 R7(R) = ➔' ___ ➔_ ,.;$> ~------r---_::-----c.._---_ ~ .__ ~ ""' / , I ;• / - 'AN>ii;;i:---~~~ --.__Rl3{ I. ,f----1-➔ ~.:'..__----$~ -----::__--..._, ·,• --.....__~_"' ~ I I I Rf I I Cl3 R34-2: R41: R96A: SR45: RIGHT TURN ONLY KEEP ~ RIGHT -~-~r 1 _______ "' -----z...... --~ ....._ ...._ ...__ • ...__ ...__ --.. ~--~ " 1 11 R i • '·---K;~7';/7f-r~~-=---J'4 l-----+1-------------~----...__ ...__ -----~-t ,...::-., ...__ • '-'-..,_ SIDEWALK ~ /,1 / / ! h / I ~~T.t._dGWisx~JRING !rt', / ~ --~;g-e ----~:;;:: ~---------------==---...__ -=-:=~l_--==:~::~::=:.~, "~--,.::_~z,11c,1 'oo. s;,,,.,. ~~~Bo ~i~1/ 11 / / /If I I / INTERSECTION WORK. J r~1'· I IAI PCH ~:; i c/c~~;;--~ ...... -----~ ..... ::---~~~: "-~" -..... ~., t,q,,<Jr ---+------'oo' ~ ......... ~ 1 1 1 1 II I I I . I ~~-'"-. "--. "' '"' "-,, •, J-~ ~ / > / I; I I I I I I I ~---.........__ ~,..,__, "'~ "' ... :')...~" "..,._ ~~ "----'::-:_-...__:---... CZ{B) ~-~_;;:: k--/_/ • /1 I I I { ' ;· I 1 ; "1 I TRAFFIC ONTROL PLAN GENERAL NOTES: '-, '-~ ~ -.....,~,, • '<::-..... • --...:::::~----; ,, / / / / / ' / '-1/ II • i II "'" ',-...._ '· '-.. ,..,__,...., -------~ ', ,...___ -...__ • --...:"'-:.:._,.......:. • • • / __ .,,. // 1//I I 1' I jj ! I • I II A It is he responsibility of the contractor performing work on " • -...._ • • ...___, -~ ~ 1 II I I a public street to install and maintain the traffic control M. All temporary traffic control devices shall be removed ~,~.,, "·..,_ --..._ --._....._ .._ -s/'-...., ',._ ...___ -.;::_ ~ -. ~ ~-I / i I / 1 / / devi es as shown herein, as well as any such add-,t·,onal following completion of each construction stage and the '<c < •-...., ·, ;--._ ~ ',...__ '-...._ • ,.(..,_;r.,e I I 1 / i d I I I • ! I i.: ,, '-', ,..,__, , • ...__ .. ...__ ,A ; / I 7 I traffil control devices as may be required to insure the safe permanent troff1c control devices shall be restored by the .->,1,,,-.f' ""-, , §' ~,, ', ""'---,-... ', ~ • ' 'W I r //~?// movement of traffic and pedestrians through or around the work contractor upon completion of project. --------·-.,~ ~~'->· "-.............. , . ........__ ,, • "-.... 11i1/ ,/ / 1/ 1 th/ ,// // /"-' areat.and provide maximum protection and safety to construction , , , ·"' ._ ' ·-,. ll work rs N. Contractor shall reploce/repa,r all damaged striping w,th / • 1 / • temporary striping or raised povement markers ot end of each / l 1 I 8. All de,lineators shall be equipped with white reflective band working day. '-, ,P "-....__ ~ '--...__...___ ...___...__, "'· ~ ....... ,, ./8 I / I 1/,J 1 1 1 1 ·.1'1 II '-~----. ,........__ ~ ....._ f' ---~---L.... 1---1 ~ i at nil'ght time. " "-'"-. ' -:_• ---;_ff-:-.~--___ ...__ '-. __ , 1. -..1 1 1 1 1 0. Contractor shall maintain pedestrian access at all times. "-"'-~-.... ;..;.:::.__ ......__~~~ ......._ ~ ~~~ ....._ ~ 1_, .• _ C. The contractor shall notify City of Newport Beach at least -...,_ --.....__ ~•"' --;3 1 e49 Lr• _ five Werking days in advance of implementing any construction P. Contractor shall cover or remove all conflicting signs. ,,,.0'.;_, ~ ---.....-........._ .._____ ......._ _______ RJ4f -.... / / /II ' '1' I 1 ~ deto~r. <oo. ro:;;;, ~...__...__ ---.....,...__ ~ ' 1 / ! ~ I Q. Contractor shall post uneven pavement signs. and ramp vertical 4-t. '>,:-.. ·-........__ --.:::. ~/ I ' 1 .,, itt ~.-?, ·-41-0 .____ ---~----,,,. I I © D. All si'!Jns. delineators, barricades, etc. and their pavement offset of 1 inch or more with asphalt for smooth "'(' 1),,"-,.._ ~----_, .,;,~1 -, .,, •; , I · I · transition. J:.i ' "', -...__"-'<="--~ 1#...._,,,°1 -, / / ,nsta la_ tion_ shall confor_m_ to the State of California Standard '°(',-. '--', -......: --c::-,5;,./ 1- S!Nf!B Spec f1cat1ons latest ed1tian and California Department of ·• ' ...__...__ ffjff-I I I r----L..JJ,</ ;i::r / Transportation "Manual of Traffic Control, for Construction R. A Rough Road sign (W33) with t>lack lettering on orange ~-------...!_ °"-'f> I I'?. ~ 1/ 11/j./ •/ .-'/5/1;,I/ and ~aintenance Work Zones" (latest Edition), and the Work background shall be used in advanced of steel plate bridging. ~----..!_i;\11/:....... ,1 \:9/ RR.~4/'~:_,:~~) .; 1 / Area I Traff,c Control Handbook (WATCH, latest Edition) ") ', ] ~'i ...__ I I E. City Public Works Deportment reserves the right to I I j • I / -~~~=~~:,t:~:n~~:fi~/~i::~olct~~~~o~ns ~s;rr~~t t:nmya~~a~gn;s So, r~ .........__"-I ~~ '_;:, / /! I • ;// ; shall supersede these plans. I I ~"-( I ':;:~'-('Z ff II I/I / J;: / F. Contrmctor shall notify Orange County Transportation Authority f/ / 1 J1if11t:,, ',"-. II I -2" ./11 -I (OCTA>.) at (714) 638-5000 ext. 4500 or any other affected n/1, I I ,! \y / • ~ ;., I II v,-f / tron~it services ot least five working days prior to construction. SIGNS: (ALL SIGNS SHALL BE REFLECTORIZED AND OF c, // 1 / ""'1/"'1/ ;'-~,..,_ I ,t" I 11 • / / t: STANDARD SIZE. WORK AREA WARNING SIGNS $ , I ~ ' II ;'!; I SHALL BE ORANGE SIGN .... ,,E) lfy I ' 1-1 I ' ).J.-L~ g:- / I / h .If\ / I "' G. All tr1~fic control devices, stripes, markings, legends and r~ • // / / / / // ;· 1 /-.,,-Q / 1 ,-/ / .,$' roisep pavement markers shall conform to Caltrans Traffic /;' / 71y/ I /jl 111 / 11• I 1 , Monu,ol, Maintenance Manual, Standard Plans, and Standard C2 ROAD CLOSED §/ / / / hjff 1) / 11 / § Spec·Ific.ations (most recent edition), C2(B) BIKE LANE CLOSED v / II /4 ' 11 I Cl 3 END CONSTRUCTION ,;, / , I {R) r' CZ{B) H All troff,c control devices shall t>e kept in their proper Cl 8 ROAD CONSTRUCTION AHEAD / / I . f /C:,a I . I position at all times, and shall be repaired, replaced, or C20(L/R) LEFT/RIGHT LANE CLOSED AHEAD /; / 1 fi / ; 1 '/Jf!/ LW78 g cleaned as necessary to preserve their appearance and C20(B) BIKE LANE CLOSED AHEAD I/ I /2 1 II/ I continuity g~b ~ir ;~it i~ ........__...__...__J'_J__\ I I / I _J,1,/ I I .. / LEGEND: I L;" "' I. Five foot clearance shall be maintained between open ..._ ,/,/I jj/ / 1 1 _1,1 [c excfvation _and adjacent moving traffic lane. Open trench with W6 ADVISORY SPEED LIMIT "-11 I l ~B) less than five feet of clearance shall be protected by K-rail W15 ROAD NARROWS \ bar(iers and temporary crash cushions per Caltrans Standards. W57(L/R) SINGLE HEAD ARROW SIGN ', ...Ji......__ 1 f I * .... EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL @ FLAG TREE (HIGH LEVEL WARNING DEVICE) © COVER EX. CONFLICTING SIGNS @ POST NO STOPPING SIGN ® RELOCATE BUS STOP 50 0 50 GRAPHIC SCALE 1" = 50' 100 I II I I A-\ \\ 0 C=<~c,o, "o" ''°'"" ,.,,m o, '••m-' o•cossory. :;; ~[/~:MSOC s,o, -'~<{ ··~ ... \ \ \\V \ . I ,els K. All advanced warning signs shall t>e equipped with flogs. R 1 STOP -..... __ _ \\\\\ \\ \ 1 1 \, 1 L. Place additional "LANE CLOSED" (C30) signs and/or "OPEN R2 SPEED LIMIT SIGN \ TRENCH" (C27) signs on Type II barricades at 750 foot R10 ONE WAY interv<ils throughout extended work areas in each lane that ,s R 1 J NO TURN ON RED \ \ \ \ ___ closed. R18(R) RIGHT LANE MUST TURN RIGHT CLIFF DR. ~~1-2 ~g ~E~JuN TURN R41 RIGHT TURN ONLY R49 NO PED CROSSING, USE CROSSWALK R96 NO PEDESTRIAN SYMBOL SIGN R96B(L/R) USE CROSSWALK (LEFT /RIGHT) SR45 KEEP RIGHT (SUPPLEMENTAL SIGN TO BE MOUNTED ON DEUNEATOR) 150 DOVCUF1 T501-1L TRAFFIC CONTROL ENGINEERING INC_ 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 (714)447-6011 FAX (714)447-6081 OAT[ BY DESCRIPTION APP'D REVISIONS APPROVED NO. 46214 \\-0(.•t>i DESIGNED D.K. CHECKED D.K. DRAWN J.H DATE 9-7-2001 C-3004-N DOVER DRIVE 36" WATERMAIN REPLACEMENT PROJECT TRAFFIC CONTROL PLAN DOVER DR./CLIFF DR. PHASE I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5243-S SHEET 12 OF 21 200' SHIFT TAPER @ 25, 1 50 0 50 100 150 GRAPHIC SCALE r· = so· OOVCUF2 T501-l4 LEGEND: t * H • ~ ® ➔ © ® ® EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL COVER EX CONFLICTING SIGNS POST NO STOPPING SIGN RELOCATE BUS STOP TRAFFIC CONTROL ENGINEERING INC 231 E_ IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 (714)447-6011 FAX (714)447-6081 DATE BY DESCRIPTION REVISIONS APPROVED APP'D DESIGNED D.K. CHECKED D.K. DRAWN J.H. DATE 9-7-2001 C-3004-N DOVER DRIVE 36" WATERMAIN REPLACEMENT PROJECT TRAFFIC CONTROL PLAN DOVER DR./CUFF DR. PHASE II CITY OF NEWPORT BEACH W-5243-S PUBLIC WORKS DEPARTMENT SHEET 13 OF 21 \ LEGEND: EXISTING SIGN _ NEW SIGN t -E TWO BARRICADE * : TYP RRICADE H -T WHITE RE YPE THREE BA FLECTIVE TAPE : DELINEATOR WITH . - ARROW BOARD ALI ZED INTERSECTION SIGN OF TRAVEL DIRECTION G SIGNS Ex CONFLICTIN COVER . POST NO STOPPING SIGN s STOP RELOCATE BU C2(8) 15 I• 50 0 50 100 150 ' GRAPHIC SCALE 1 so· DO\ICLIF3 T501-l4 ENGINEERING INC. CONTROL TRAFFIC WY SUITE 241 231 E_ IMPERIAL ~A 92835 FULLERTON~AX .(714)447-6081 (714)447-6011 DATE BY DESCRIPTION REVISIONS APP'D APPROVED DESIGNED DK CHECKEDO.K DRAWN J.H. DA 1\-7-2001 C-3004-N ,. WATERMAIN DO~EERP&R~~~E~\ PROJECT Ame CONlROL PLAN lR DR /CUFF DR. DOVER • PHASE Ill W-5243-S F NEWPORT BEACH SHEET 14 OF 21 CITY O DEPARTMENT PUBLIC WORKS ---1 --- ' ' ! C \ ' ' : ! I • '-----· ---!--·'.·---- k ii 'I ' I i ' - ' -: ' ---I ' -J ' I -i ! I ' i ' -I - i :---,---;----e--,--i·-~------- ' ' ' \ I , I I ' I \ \ __ ) : i 1 I I _i - --! ' i- ). -·- I L -i --_ -__ t cl --i----+---.;----i I ' I:. Ii 1 -j-- ' ' ' ' I ---I - 'I_ -I : I - i ' --1 ' i i--' - : -_ i i i ' ' --1_ - +- I i i ·J_ :_ - -,I_ I i- i - -·r I ' I I C I I ' .L --i - 1 _, I 7:1 CJL -:-UC) ' I I ' I Un1r]J:;,:r: (()W?f~~-% Ur!_! ..-:• I , c~ {----,f· 1·-"'1" I I ' --: ' I I -i· / ! :-_ :-i -·----~ r_: ' --! ---i- I -~ ·i . -. ',. _________ J,_----- nm c/ORl<ING DAYS Bl:J'011[ YOU Olli ----- ' ' ' i I I '1if-/ ''/ ,-, 1-, I C --·------ i -·--! .. I _ _. ' ' I - i J__ 1-·: -·.·-, I ,7_:: -~ ' --.,-'I I ~~--""°===~~:;~•~------------'--r-~--~~(~~-\ -~-.. ~~\_' J --·---------, -~t~~--_11 ~ ==--=-~ -,---------· 1 --=-'~11 '' :_~ •:~.:c - !\!<IV/ CONSULTING E/'JGl/'JEERS ·,01 PACIFIC,,1),,1 SUfTE 150 /Fi\11/'J!:, CAU/-01-//'JI!\ f!26W ' -I --· I __ _ : DATE (;}1) Ci0 0)) (?~ (i?J ): --i I I --! l j I i 1-i ' ' ' -1 I I ' ' --' i ---,--- I ... I ' !- I : l ' __ j -_ i - ·:---- : -___ [ __ , __ I I I --~---~---s~--+--+-------,-~---c'. ----C---·'·--+--'----'-----1--l_--~ -------+---~--+--,--~-!----\--,--+-+-+-~ j -l l i - ---! ---··--, ' I I r- i -i i --r I I .i I -I --' -· -l I I ' ' l- ' J_ I ' i ' --1- _i_ : I I - I -' -! ' i 1---r i - - - - - - l - -i- ' ' -' --!----,_ 7 _-_ -I ' ------+- j· I-l ' ' ' - I :· -I I i l __ , --I r r I ' I I ' I-i __ I I I - -. l -j ' I ' l ' i ! I ' \ ADJUST MANI-IOU: TO GR/1DE. ADJUST WATEri VALVE TO GRADE. r, '1 I~ 17 F /; 11/ 1•/\,J// 1,~ [_) j' t'..:....:..:., CONSTh'UC/ CONCRETE CURIJ PCR APWA STD,. PLAN 120-/. A/VD GUTTEf-1 TYPE 1\2-!3 CON'.o/RUCI Dri/VEWAY APPROAC/1 PER CITY 0/-NrWPOFIT BEAC/1 STD-160-L COLO I-'l.l-\/\lt. ()j('; CONSTRUCT 0./7' MINIMUM AR/-1/vl, : . - I COLO PLANE 0.33'; CONSTRUCT ON OJ'!' Iv/IN/MU/vi AC PAVEMENT, 0)7' AR/-/M SURF ACE COURSE Ill~[ !il'llmJ APP'D ' [_2':._j P!'IOTECT ' ; ' ,', ', ''' .,, ;-_ 1', \I. \ IN !'LACI: .-_, ' ' ' ) ,------- ' _-_I ,.' ----· ~----- SCN.E IN FEET I Inch , 2.0ft. ___ ~'-~ ~C~, --~3~3 9=4 IJOVER !JRIVf' :ill" 70~.IF_ 11 Wi1TEH lvMl~l RU'LACEll!IEl~T M•!D DOVEi{ [)f/1\/E STREFT REI IABILIH\TION r:wM CLIIT Df11VE. TO VJEST CO!IST I IIGI !WAY s I IK[T r~rnAmUT,\ TION i-lHJM S fl\_ :300+90,54 TO SHI. 304+00.00 CITY OF I\IUVPOl<T RE::ACH W-5287-S I DESIG~IED rmM,11~ , N. NEGRETE V. B., B. G. c_R_E_V~IS~'!0~.1~,s==========~~-CCll~C~H~E[~l( __ Ei~,-Y1R-,\-N --+_-0_-,--~--S_E~P~T.~_4~,~10:::1 =i,;c-===~P~IJ~B~LI_C 1,'!011KS DlPAf1 I McM7__ ______ _ SHEET 15 OF 21 .1 I I I i I I I I I I I I I : I I ! I I I I I I I I I I I I I - -i I: ,I j1 ' Ir i ' I ' _:. 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I I • - I _, I i 20 (~"' /.::.~'i9' l..~ .. .::.:;:,_)' A/(M CONSULTING ENGINEERS 101 l°ACIFICA, SUIT~ 150 /RV/NE, CALIFORNIA 92618 ii ~ ,, I h ~ :1 I , :j I[ ----------- I --------------------7 I ____ ,, __ ----·--·---~ .. __ ,, _______ ···--- ___ I __ I lJ,HE. llY DESCRIPTION i\P:J'D ! ~--___ ,_ ·-·-·-·· I Rl'VISIONS __ ., __ - APP~O\/B J) ~ } _., . uTiyrlES El '-' (_,ALL. tJ!L ~z.i.'l-_ l:Alf-_ -,~ .. o(.-e>I 1:ESIGIJED DRAWN I N, \EGRETE V. 3,, B. G. I CH~C<ED DATE I Z. KAYIRAM SEPT. 4, 100 l 11 I 00\/Elf [JRI\/E Ji;, ZO~!E 11 WATEf1 MAIN REf'L/\CEMEliYT~-11 Al~D DOVER DRIVE. STf<EET REHI\BILllATIOJII fROM I CLIFF DRIVE TO WEST COAST HIGHWI\Y Cl10SS SECTIONS FHOM SHI, ]09+02,00 TO STA, 311+05,0D I -··--·-- CITY 01 Nl:~Wf-'OH I KEACH W-J2B 7-S PU Be IC WORKS DEPARTMENT SHcET 20 OF 21 -~_':":'o.·c·,·_ ·c, •c.·_c..."'CC:CC" -,,_ .--~ C --~~· ......._.,. ·---,-,--. 19 DOYCl"l ~S .OCN I I I I I I I I I I I \ • SCALE: 1: =40' CHEVRONS 20' O.C. CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STATE OF CALIF. DEPT. OF TRANSPORTATION STANDARD PLANS, 1992 EDITION. 80' 60' 2. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY /NEW PAVEMENT. 3. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY /NEW PAVEMENT AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. "' --- "' -. " - 4" - WHITE . IQ' 0 - 4. ALL STOP BARS TO BE 12" WHITE @ 1 /2 f'.. UNLESS OTHERWISE NOTED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. EXCEPT CROSSWALKS AND LIMIT LINES SHALL BE 0.90 MM MINIMUM THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. DETAIL 38C DETAIL 38 260' a "" . --. -- "" - DOVER DRIVE DETAIL 38 600' ~ ~ 180' (TYP.) ---34' -125• -0l DETAIL 38A 6. TEMPORARY PAINTED TRAFFIC STRIPING AND MARKINGS SHALL BE APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. ;r ;r 7, RECUT EXISTING 6'X6' TYPE A OR E LOOPS AND SPLICE TO EXISTING DETECTOR LEAD CABLE (DLC) IN PULL BOX. LOOPS SHALL BE CENTERED IN LANES 1'11TH 10' SPACING IN THE DIRECTION OF TRAVEL. DETAIL 378 330' -- - - - ~DETAIL 8 & 10 DETAIL 10 , 0: u co \ ,,,,,,.. -- DETAIL 378 225' \ \ DETAIL 39 DETAIL 39 DETAIL 10 REVISIONS APPROVED 12" WHITE LEGEND " ONLY " TO BE INSTALLED PER STD A24E TYPE IV ARROW TYPE I ARROW EXISTING TO BE PROTECTED IN PLACE STRIPING PLAN 1-N_o_.1-D_A_T_E __ sY-+------------+-A_P_P_R_o_v_ED-1 2A~i'.l1. ~b TRAFFIC ENGINEER l---+---+--+--------------1-------1 R.C.E. NO. .,'.l...2 o4 5 DOVER DRIVE DATE: IJ~t 8 DESIGNED BY: DRAWN BY: t---+----t---t---------------1------t PA PA l----'-''-----t-,,-,c,'-~---1 >---+---+---+--------------+-------1 CHECKED BY: DATE : JI 116/21/0I CITY OF NEWPORT BEACH PUBIJC WORKS DEPARTIIBNT T-5850-S SHEET -i. I Of -i. I j