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HomeMy WebLinkAboutW_5249_SBAKER r------,.,------i::::::ii::1!!sil:~;:::::1=:rc;2--,-----,------"T""'---------= -------------------------------~· ----------------------------,----------------------------------, I 0 <C w m z ::2 (_') z r= z => I u... >-I- 0 ;:s ~ iJi t§ >-' "' ~ ADAMS AVf. CITY OF ~ COSTA v, MESA "' 11 =, ~ "' 0 0 "' m ~CTORIA uJ > « 191H ST. VICINITY MAP ,· •nr TO SCALl c; cl "' V O'. ,NGE COAST COLLEGE ORANGE CO. FAIRGROUNDS "' 0 ~ < ~ < ~ " "' " ~ OCEAN 0-INDICATES AREA SHOWN ON LOCATION MAP UNIVER~ TY CITY OF IRVINE U.C.I. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON PACIFIC BELL TELEPHONE COMPANY CITY OF NEWPORT BEACH -UTILITIES COMCAST CABLEVISIOI~ UNDl:RGROUND SERVICE ALERT Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG C:\PROJECTS\N03\105\ TITLESHT.DWG 12/21/95 PLOT AT 1=1 D 384 NUMBERS DAY 634-3127 835-5200 611 644-3011 542-6222 1-800-422-4133 PUBLIC WORKS DEPARTMENT CORONA DEL MAR WATER MAIN IMPROVEMENT PROJECT SEA VIEW A VENUE CORONA F . I DENOTES PROJECT AREA © DENOTES SHEET NUMBER DFL JvJAR LOCATION MAP NOT TO SCALE ---WATER MAIN TO BE ABANDONED BY OTHERS V FERNLEAF A VENUE TO NARCISSUS A VENUE C-3073 APPROVED: APPROVED: NIGHT 634-3211 835-5200 611 644-3717 542-3975 1-800-422-4133 DATE: PUBLIC WORKS DIRECTOR R.C.E. 16791 y,.JJ \ 2~ DATE: {ACTING) lftillTIES MANAGER R .C.E. 46214 ABBREVIATIONS AB MJ N MECHANICAL JOINT NORTH SHEET DESCRIPTION AC ACP APP'D ASPH AVE AWWA AGGREGATE BASE ASPHALT CONCRETE ASBESTOS CEMENT PIPE APPROVED NO NUMBER 2 3 4 5 TITLE SHEET ASPHALT AVENUE SYMBOLS, CONSTRUCTION NOTES AND GENER AL NOTES NOT TO SCALE PORTLAIJD CEMENT CONCRETE POLYVINYL CHLORIDE (PIPE) PAVEMENT 12" WATER MAIN, SEA VIEW A VENUE, ST A. 10+00.00 TO ST A. 20+40.00 12" WATER MAIN, SEA VIEW A VENUE, STA. 20+40.00 TO STA. 32+ 73.83 CL co CONC DIP AMERICAN WATER WORKS ASSOCIATION CENTERLINE CLASS SEWER CLEANOUT CONCRETE NTS PCC PVC PVMNT PVMNT RCE RWV PAVEMENT REGISTERED CIVIL ENGINEER RESILIENT WEDGE VALVE SEWER OR SOUTH STANDARD DIMENSION RATIO STREET s 12" WATER MAIN, MARGUERITE AVENUE, STA. 40+00.00 TO STA. 47+86.50 DUCTILE IRON PIPE ELECTRIC OR EAST EXISTING SOR NOVEMBER 1995 DANIEL BOYLE ENGINEERING, INC. BASIS OF BEARINGS: ~ ,r. 11L .. ~ 'llGY7 RJCT ENGINEER RCE NO. ' 1 ... /z-../f r DATE THE BEARINGS SHOWN HEREON ARt BASED /'\N THE GRID BEARING S40°35'0I"W BETWEEN O.C.S G.P.S. CONTROL STATION 62Cl2 AT MARGUERITE AVENUE AND 5th AVENUE AND oTATION 6200 AT MARGUFRITE AVENUE AND PACIFIC COAST HIGHWAY. BENCI-IMARK: O.C.B.M. 3K-29-68 ELEV. 81.825 ADJ. 1995 E EX !EXIST) FE FUT G HORIZ INV LF MH IN CORONA DEL MAR, IN THE SOUTH C::ORNER OF THE "T" INTERSECTION OF STA·1-E HWY. I AND IRIS AVE., IN TOP OF THE NORTH CORNER OF A CATCH BASIN, 10.9 FLANGED END FUTURE GAS HORIZONTAL INVERT LINEAL FEET MANHOLE ST STA STD T TYP VCP VERT w ws STATION STANDARD TELEPHONE TYPICAL VITRIFIED CLAY PIPE VERTICAL WATC:R OR WEST WATER SERVICE C-3073 CORONA DEL MAR WATER MAIN IMPROVEMENT PROJECT TITLE SHEET METERS 135.8 FT] S/W OF THE C.L. OF PACIFIC COAST1---+---+---·-----------+--+----------- HWY., 15.1 METERS 149.5 FTI S/E OF THE C.L. OF IRIS DAE BV ocscs1PT10N APP'D CITY OF NEWPORT BEACH~W-5249-S AVE., 0.6 METERS {15.1 FT] S/E OF A STREET STD., 1 ,_ THE STATION IS LEVEL W/ THE HEIGHT OF THE HWY. REVISIONS PUBLIC WORKS DEPARTMENT Sm:ET I OF 5 u ,; z I D ' 0 D C, 13 D D D 0 u m D " D rn ~ ' 2 0 C z ,:: rn m D 0 ' ~ m )> " z .m C, l> r 'n D :li " u ► z I D r D ~ " 0 D " D 0 ;g m " ~ rn ' 2 0 C z ,:: -rn m • D D ., ; " > • !" 0 )> C 13 D j; u ,; 2 I ..., D ~ r 0 D 0 m D 0 D '13 0 ~ D n m cl ' z 5 C z < m m " 0 ,, ; " )> n !" " l> C ~ D D z " SYMBOL LEGEND ---<i_---CENTERLINE ------w------PROPOSED WATER LINE -SIZE AS INDICATED EXISTING WATER LINE -SIZE AS INDICATED PROPOSED SEWER LINE -SIZE AS INDICATED EXISTING SEWER LINE -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INOICA TED EXISTING ELECTRICAL LINE ------s ------ ~------• 8-------c, @)-------- isol-------a EXISTING TELEPHONE CONDUIT EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE -SIZE AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT IE.P.) PROPOSED WATER VALVE EXISTING WATER VALVE PROPOSED FIRE HYDRANT IF.H.) EXISTING FIRE HYDf<ANT (F.H.) PROPOSED WATER SERVICE EXISTING WATER METER IW.M.) SINGLE EXISTING WATER METER IW.M.) DOUBLE PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE EXISTING AIR RELEASE ANO VACUUM RELIEF VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY EXISTING CATCH BASIN IC.B.) PROPOSED MANHOLE (M.H.) EX 1STING MANHc,I_E (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING MAGNETOMETERS EXISTING FENCE EXISTING TREE EXISTING SHRUBS EXISTING BLOCKWALL EXISTING STREET LIGHT EXISTING STREET ADDRESS (2\--------DENOTES DETAIL NUMBER \JD DENOTES SHEET NUMBER PROPOSED 12• PVC WATER LINE @ @ @ @ § 21 INSTALL THRUST BLOCK PER CITY STD-510-L-A. ~EXISTING Ia• WATER LINE CML8CS INSTALL 12• FE x MJ RESILIENT WEDGE TAPPING VALVE, VALVE BOX, AND COVER PER CITY STD-507-L AND ST0-511-L. CHIP MORTAR COATING AND WELD ON 12• FLG x PE CML8C STEEL NOZZLE 13/8• MIN PLATE THICKNESS). INSTALL FULL STEEL WRAPPER PLATE PER AWWA DESIGN MANUAL MIi, FULLY WELD ALL SEAMS. REPAIR MORTAR LltJING AND COATING AS REQUIRED. HOT TAP DETAIL NOT TO SCALE C:\PROJEC-1 S\f'J()3\IOt::,\r~OTESHT.DWG 12/21/95 PLOT AT 1:1 u-384 0 (i) ® ® 0 ® 0 @ ® @ @ @ @) ® ® ® ® @ @ @ @ @) @ CONSTRUCTION NOTES ll'ISTALL 12• PVC PIPE IC900, CL 200). BACKFILL, BEDDING .-ND TRENCH RESURFACING PER CITY STD-105-L AND STD-I06-L. MAINTAIN 36" MINIMUM COVER REMOVE EXISTING 12" TEE CONNECTION, TH~j3T BLOCK, VALVES, RISERS, ✓ALVE BOXES ANO COVERS INSTALL 12" FLG 0.1. CP ,SS AND T"RUST BLOCK PER CITY STD-5I0-L-A INSTALL 12" FExMJ RWV. ::r 1.lcNGTH 12" DIA PVC SPOOL WITH TRANSITION rvUPLING (ACP ROUGH BARRELxPVCI, ! AL VE ANCHOR, VAL VE BOX COVER Al\~ RISER PER CITY STD-510-L-C AND ST0-5II-L INSTALL 12" FExMJ RWV, VALVE ANCHOR, VALVE B ,X, COVER ANO Rt;ER PER CITY STD-510-L-C AND STD 511-L INSTALL 12" FExMJ ADAPT ,R INSTALL 5• FExMJ RWV, 3' LENGTH 6" DIA PVC SPOOL WITH TRANSITIVN COIJPLING IC.l.xPVC), VALVE ANCHOR, VALVE BOX, COVER ANO RISER PER CITY ST0-5I0 L-C ANO STD-511-L INSTALL 45° MJxMJ 0.1. BEND AND THRUST BLOCK PEIR CITY 5 i'D-5I0-L-A REMOVE EXISTING 12" BLIND FLANGE AND INSTALL 12" FExMJ RWV, VALVE ANCHOR, VAL VE BOX COVER ANO RISER PER CITY STD-5I0-L-C ANO iTD-511 L INSTALL 22-1/2° MJxMJ 0.1. BEND ANO THRUST BLOCK PER , :ITY STD-5I0-L-A INSTALL 12" FLG 0.1. CROSS, I2"x6" FLG REDUCER (N a 5) /1.Nl., THRUST BLOCK PER CITY ST0-5I0-L-A INSTALL 12" BLIND FLANGE INSTALL 12" FExMJ RWV, 3' LENGTH 12" DIA PVC SP0JL WITH TRANSITION COUPLING (CMLaCSxPVC), VALVE ANCHOR, VALVE BOX, COVER AND RISER PER CITY STD-5I0-L-C AND STD-511-L LOCATE EXISTING VALVE, DISCONNECT VALVE AND PIPELINE, CUT EXISTING PIPELINE AND REMOVE DISCONNECTED PORTION OF PIPE. CONNECT 12" PVC PIPE TO EXISTING 18" CMLEICS PIPE PER HOT-TAP DETAIL ffi PLUG ENO ON PIPE TO BE ABANDONED WITH CONCRETE, AND INSTALL PLUG ON EXISTING VALVE WITH THRUST BLOCK PER CITY STD-5I0-L-A. CONNECT TO 12" FLG RWV, SEE SHEET 4 REMOVE EXISTING RISER, VALVE BOX ANO COVER. ABANDON EXISTING VALVE IN PLACE INSTALL 18" x 12" FLG STAINLESS STEEL TAPPING SLEEVE. ROCKWELL TAPPING SLEcVE NO. 662 WITH STAINLESS STEEL BOLTS, POWERSEAL t '_L STAINLESS STEEL #3490, OR HYDROMETRIC JCM 432 f\LL STAINLESS STEEL INSTALL THRUST BLOCK PER CITY STD-5I0-L-A. INSTALL 12" FE x MJ RESILIENT WEDGE TAPPING VALVE, VALVE BOX, AND COVER PER CITY STD-507-L ANO STD-5II-L. CHIP MORTAR COATING AND V, ELD ON 12" FLG x PE CML8C STE!:L NOZZLE (3/8• MIN PLATE THICKNESS). INSTALL FULL STEEL WRAPPER PLATE PER AWWA DESIGN MANUAL MIi, FULLY WELD ALL SEAMS. REPAIR MORTAR LINING ANO COATING AS REQUIRED. INSTALL 6" FE x MJ ADAPTER, 3' LENGTH 6" DIA PVC SPOOL WITH TRANSITION COUPLING IC.I. x PVC) 4' I'---' --------=---6• Hl 0 "' z 2 <[ 0 Cl) -2 ... <[ <[ _J ~ CL ':'cc u "' w w C. CL (J) CONCRETE PAVEMENT TO BE REPLACED AS PART OF BID ITEM NO I Ii' WATER MAIN .... ;,, t j ' I ' ' THE CONTRACTOR SHALL REMOVE AND REPLACE ANY ADDITIONAL PAVEMENT AS DIRECTED BY THE CITY I. 2. 3. 4. 5. 6. 7. 8. 9. 10. II. 12. 13. 14. 15. 16. 17. 18. 19. GENERAL NOTES THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NFWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, ST/.\NOARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION. STATIONING REFERS TO PIPE STATIONING. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE. Fll::LD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (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 151 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTE\l. THE CONTRACTOR{S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-I06-L. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON ICL 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 SPECIFICATIONS. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AT (7141644-3106. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 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. 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. PIPE HARNESS ASSEMBLIES, VALVE ANO FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS ANO 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. BOLTED CONNECTORS FABRICATED l'ROM TYPE 316 STAINLESS srEEL SHALi HAVF THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. ALL BOL TEO AND THREADED FASTENERS SHALL BE MANUFACTURt.O IN THE UNITED STATES OF AMERICA ANO SHALL CONFORM l O THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS EfTABLISHEO BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. THE CONTRACTOR SHALL REQUEST INSPECTION FROM rH..c PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMF:NT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE ANO COMPARIBILITY WITH EXISTING CONSTRUCTION. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 20. CONTRACTOR TO CONSTRUCT WATER MAIN WITHOUT DESIGN PROFILE. AVOID HIGH POINTS AND LOW POINTS IN PROFILE. FITTINGS WILL NOT BE ALLOWED TO MEET CHANGES IN GRADE OR FOR USE IN CROSSING OF OTHER UTILITIES. 21. CONTRACTOR SHALL VERIFY DEPTH ANO LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 22. THIS PROJECT INCLUDES CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE IACP) AND CUTTING AND REMOVAL OF ACP. THE CONTRACTOR IS ADVISED ASBESTOS IS A KNOWN HUMAN CARCINOGEN WHEN INHALED AND POSES SERIOUS HEAL TH RISKS. 'i''-IE CONTRACTOR SHALL PERFORM ALL CUTTING AND HANDLING OF ACP IN STRICT CONFORMANCE WITH APPLICABLE CAL/OSHA E.P.11. AND GOVERNING HEAL TH AGENCY REQUIREMENTS. SEE THE PROJECT SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENT~. C -3073 AND AS PART OF BIO ITEM NO, 7 DANIEL BOYLE ENGINEERING, INC. ~PPROVFrl / ~--+---+-----------+-----l I I I CORONA DEL MAR MAIN IMPROVEMENT WA.TER PROJECT PAVEMENT REPLACEMENT DETAfL(I) . 2 ~1r0Lf fl T ENGINEER 'f76f'/ ,:;t.,.,k$- RCE NO. DA TE l---+-----1----------- DATE BY DESCRIPll~N APP'D DESIGNED JWO DRAWN MJR L/Joo,:. 11,./,.-,_foi, f----~----'---------------'---+-------+------1 RCE NO. DATE REVISIONS CHECKED RJO DATE 11/95 SYMBOLS, CONSTRUCTl0i~ NOTES AND GENERAL NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5249-S ~HFET 2 OF 5 ,,, z I D r 0 ~ " D " D □ u m 0 " ~ m ' z o C 2 < m m • " □ ,, ; ~ > " ., _m " )> C ~ D n i': u ,; z I D r 0 " " m 0 0 " D □ u m !ii " ~ '1 a 5 C z < m m • " r:> ' l1 Ul > " z _m ll C cl D z l> u ,; z I 0 6 ,l! 0 □ 0 D D □ 'O m 0 " D m ;. ' ~ 5 < z -rn m • D □ ' ~ " )> " z m " .. .; D =! " 0 ® 0 0 SCALE, I" =20" BEGIN CONSTRUCTION STA. 10+00.00 SCALE, 1"=20' 0 0 • 0 01- FERNLEAF AVENUE S71"13'19"E STA. 10+41.34 Q 421•43•14• Rf\!._O,) STA. 10+35.00 4 21"48'05" LT IO HELIOTROPE A VENUE ALLEY 39-A STA •·•54.10 )12" PVC (C900, CL200) WAT~R MAIN GOLDENROD AVENUE ALLEY 38-A II STA. 14+53.23 , ALLEY 37-A IRIS AVENUE 0 0 ' 0 -----~- +I ~ ~0 p-! ~Q:'.l-----~-----~"'-~;,;+---------:.16:..,._ _____________ .,.... ______ ~1~7----~S4~9~•~25~•~0~5•~•E ..... _""!'ii'~---------~IB~···_· _____ ~ ___ ·_•_···· _____ ©..l...-----~l~9-----~·~----------------2~0;,... _______ ~ -tv + 0 . (\J 0 <( I-w (/)> . ····~ 6 7.. 0 Will ~<[ --Iw :cw u (/) 1------ I- <( ::;: io (\J 1 12" PVC (C900 CL200 WATER MAIN .. s,. .z <( I-t-w ./"✓"' ,. (/)w wI z (/) ..,..J w ·w I U'> u t- <( "';· .. ~ --. SEA VIEW A VENUE CONSTRUCTION NOTES INSTALL 12" PVC PIPE (C900, CL 200). BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY STD-105-L AND STD-106-L. MAINTAIN 36" MINIMUM COVEP REMOVE EXISTING 12" TEE CONNECTION, THRUST BLOCK, VALVES, RISERS, VALVE BOXES AND COVERS INSTALL 12" FLG D.I. CRCS, AND THRUST BLOCK PER CITY STD-510-L-A INSTALL 12" FExMJ RWV, 3' LENGTH 12" DIA PVS SPOOL WITH TRANSITICN COUPLING {ACP ROUGH BARRELxPVCJ, VALVE ANCHOR, VALVE dOX COVER AND RISER PER CITY STD-510-L-C AND STD-511 L INSTALL 12" FExMJ RWV, VALVE ANCHOR, VALVE BOX, COVER AND RISER PER CITY $ TD-510-L-C AND STD-511-L INSTALL 12" FExMJ ADAPTER INSTALL 6" FExMJ RWV, 3' LENGTH 6" DIA PVC SPOOL WITH TRANSITION COUPLING {C.l.xPVCJ, VALVE ANCHOR, VALVE BOX, COVEP AN') RISER PE" CITY STD-510-L-C AND STD-511-L INSTALL 22-1/2° MJxMJ 0.1. BEND AND THRUST BLOCK PER CITY STD-510-L-A INSTALL 12" FLG D.l. CROSS, 12"x6" FLG REDUCER (N a SI AND THRUST BLOCK PER CITY STD-510-L-A INSTALL 12" FExMJ RWV, 3' LENGTH 12" DIA PVC SPOOL WITH TRANS:TION COUPLING {CML8CSxPVC), VALVE AN':HOR, VALVE BOX, COVER AND RISER PER CITY STD-510-L-C AND STD-511-L INSTALL 6" FExMJ ADAPTER, 3' LENGTH 6" DIA PVC SPOOL WITH TRANSITION COUPLING (C.l.xPVC) ,-----------------,----,-----,----------------,----,r---~--------,------------_[ C-3073 APP,OV'° fJ .. 1 .. I CORONA OEL ~,;/I,.:~ 1)/f>. fER DANIEL BOYLE ENGINEERING, INC. ~ . • MAIN IMPROVCMEf\J ·: F,~C'JECT lf--+---+--------------+----J ( llt~G) UTl'C TES Mi"> Nl\GER 7'7,;,9J" '&£ ~\:{ "" 46214 RCENO. DATE DATE ll.-t't.-'jS O.£,,y rtJ-L.,,r ~ ENGINEER 12" WA TEP. ~.11..1\1 SEA VIEW A_ VENUE ST A. 10+00.00 TO ST A. 20+4". JO CITY OF NEWPORT BEACH PUBLII' WORKS DEPARTMENT W-5249-S SHEET 3 OF 5 C:\PROJ:::CTS\flJ03\IOS\SHEET3.DWG 12/21/95 PLO-AT k20 D-384 " ~ ,: D r □ ,, n m D 0 ,, ,, 0 " m ,;i ,, ~ "1 z B C z ~ m ~ D ., );i ~ ► ,, z m C) ,. C ~ □ ,, z j5 " \; z ,: D 6 ~ " a ,, '13 0 m a ,, ~ ~ le D ~ z ·111 ,, • 0 ~ ~ ► ,, z [TI ~ ,;i z j5 0STA. 23+53.87 \ (i)l2" P'/ ~ (C900 CL200 WATER MAIN ALLEY 36-A SCALE: 1"=20' STA. 20+53 II SCALE: 1"=20' JASMINE A VENUE MARGUERITE A VENUE SEE SHEET 5 STA. 28+32.29 SEAVIEW AVENUE \, ALLEY 35-A LARKSPUR AVENUE II STA. 26+54.51 SEA VIEW A VENUE 1 12" PVC (C900 CL200 WATER MAIN I I ~1 = STA. 42+76.84 MARGUERITE AVENUE 28 "~ ;-·· ,·' .. I I CONSTRUCTION NOTES INSTALL 12" PVC PIPE (C900, CL 200). BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY STD-105-L AND STD-106-L. MAINTAIN 36" MINIMUM COVER INSTALL 12" FLG D.I. CROSS AND THRUST BLOCK PC, CITY STD-510-L-A INSTALL 12" FExMJ RWV. VALVE ANCHOR, VALVE '30X, COVER AND RISER PER CITY STD-510-L-C AND STD-511-L INSTALL 12" FExMJ ADAPTER ,"/·· ~ . ,;.·, . INSTALL 6" FExMJ RW ', 3' LEtJ::lTH 6" DIA PVC SPOOL WITH TRANSITION COUPLING (C.l.xPVC), VALVE ANCHOR, VALVE BOX, COVER AND RISER PER CITY STD-510-L-C AND STD-511-L INSTALL 12" FLG D.I. CROSS, 12"x6" FLG REDUCER IN 8 SI AND THRUST BLOCI( PER CITY STD-510-L-A INSTALL 12" BLIND FLANGE WITH THRUST BLOCK PER CITY STD-510-L-A \ I I I ~l / / / ; / / / / / 5 ib "' ( STA. 28+32.29 SEAVIEW AV~E= \ STA. 42+76.84 MARGUERITE 5 AVE ,-____ / '-... -----3 I / ----------,--. ------/ ----------(,_If / ----------' / ------r-,_, -----INSTALL 6" FExMJ ADAPTER, 3' LENGTH 6" DIA PVC SPOOL WITH TRANSITION COUPLING (C.l.xPVC) C.\Fh·OcJ[C~S\M03\ 05\S/-IEET4.lJ\V'G 12/21/'35 PLOT AT 1=20 D-33L.. ALLEY 33-A MARIGOLD A VENUE X END CONSTRUCTION ST A. 29• 73.64 II II STA. 32+73.83 SEA VIEW A VENUE DANIEL BOYLE ENGINEERING, INC. Ai°»i) l----+--+--------------1-----l JTI If S lv1/1N/\GER ~ R. • ·,o. 46214 DATE DA-IE [!'/ DESCRIPTION APP'D DESl(;t,JED JWO DRAWN MJR ,-,.,!z-,_/qs-l-----'---+-------------..L..--+-----+-------1 UATE REVISIONS CHECKEJ RJO DATE 11/95 ALLEY 34-A I ALLEY 32-A i >< C-301, _ ___. CORONA DE'-MAR WA T£R MAIN IMPROVEMENT PRCJ~_CT 12" WATER MAIN SEAVIEW AVENl'~ STA. 20+40.(10 TO $ rA. 32+/3.e'.3 CITY OF t,EWPORT BEACH PUBLIC WORKS DEPARTMENT W-5429-S SrlEET 4 OF 5 I I ~ ,; .J z I ~ □ r □ D n m □ □ " D □ 'U m D D D ~ !1 z a C z "' " m D u ' D " ► ,:; D z '" n ,. C a D z ;; SCALE: 1"=20' SCALE: l":20' 0 0 • 0 01- ······ + :c Ve:, V-o:: . <tw I-> (/) 0 BEGIN CONSTRUCTION STA. 40+00.00 \ \ \ \ ~------~ / ........... / " I/ ST A. 40+00.00 '\ \ / 9 \ Is f------.-------1\ \ j \ I \ I '\ I " / ........... / --....,.... .,.,,.,. ------ / 41 N40"34'33"E 42 LO LO "' 12" PVC (C900 CL200) WATER MAIN I MARGUERITE AVENUE SE.£.VIEW AVENUE SEE SHEET 4 17 I I I STA. 47+66.50 B 4 45"00'00" RT N04'27'os·w 43 / 0 ------10 . • 0 <? I-v LL vW ...J . ~~ r 0 (/) ....J WW zm ..J w w J: (/) u I- ___ __,<( :::i: STA 42+76.84 MARGUERITE AVENUE = STA. 28+32.29 SEAVIEW AVENUE END CONSTRUCTION STA. 47,'36.50 @ BAYSIDE DRIVE N40°34'33"E wm Z <( 45 N40"34'33"E 46 47 ..Jw1-----------_-lO.,... _________ ..., __ .,.. _____ ....;~;..;;..;..;;;;;.:; _______ ....;,;... ______________________________ lOT'""----~ ( . -·--·~---w :Ccn ... (.) I- <( :::i: ------------ I 12" PVC C900 CL200 WATER MAIN CONSTRUCTION NOTES INSTALL 12" PVC PIPE (C900, CL 200J. BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY STD-105-L AND STD-106-L. MAINTAIN 36" MINIMUM COVER INSTALL 12" FExMJ RWV, VALVE ANCHOR, VALVE BOX, COVER AND RISER PER CITY STD-510-L-C AND STD-511-L INSTALL 45° MJxMJ D.I. BEND AND THRUST BLOCK PER CITY STD-510-L-A LOCATE EXISTING TEE AND REMOVE EXISTING 12" BLIND FLANGE AND INSTALL 12" FE,MJ RWV, VALVE ANCHOR, VALVE BOX COVER AND RISER PER CITY STD-510-L-C AND STD-511-L CONNECT 12" PVC PIPE TO EXISTING 18" CML6CS PIPE PER HOT-TAP DETAIL ffi CONNECT TO 12" FLG RWV, SEE SHEET 4 C.\PRO,.Jt CTS\r~C2'.\10fi\SH[~TS DWG 12/21/9!:J rLOT AT 1~20 lJ-3-64 MARGUERITE .. ·' -----~·------ AVENUE STA. 47+53.23 445°00'0◊" LT 8 DANIEL BOYLE ENGINEERING, INC. 1---+---+--------------+---l APP"JJ'j l----+---1--------------1---1 (l\ ING) UTU 11'1FS MANAG[h ';¼,1/P_;-F:(,:; [. NC._ 4621i_ DATE DATE 1?.-t.L-95 DI\TE 3Y D~SCR PTION APP'D DESIGNED JWO DRAWN MJR 1-z./,z.1,/q-r 1----~-~----------~---t----- DATt. REVISIONS CHEC<cD RJO CATE 11/95 C-3073 CORONA DEL MAR Wt.TER MAIN IMPROVEfvlENT P~OJECT 12" WATER MAIN Mlli~GUERITE .AVENUE STA. 40t-OO 00 TU SO~-47+86.::>0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5249-S SHEET 5 OF 5 .,, ,; z :,: D r D TI 0 m D 0 n D 0 .,, m ~ n • Ci < z i5 C z < • m • n 0 ' ~ " • n z "' 0 " C ~ D D z jS '