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Home My WebLink AboutS_5156_S:::r:: u .., <( "' AOAIIS AVL ~ LI..J --!---J'I-----"':~_'_~_,---+-:::, ORANGE COAST m z 0 f- COLl.[GE l I i CITY OF COSTA MESA i I LL '.ICTCHA ~ < 1111t ST. _ -INOICA TES AREA SHOl'tt-J ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND • 0 't:f 0 POW£R POLE MANHOLE FIRE HYDRANT METER BOX VALVE POW£R POLE ANCHOR fJ, MONUMENT -x-x-x-FENCE BLOCK WALL 0 co _LLL .LLL..il.iU .,.t,,/,L. • TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK CONCRETE • r,,///ffU/ a BUILDING ST. EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---t---CENTERLINE ----S----SE'wfR LINE ------W--WATER LINE ---G---GAS LINE --E--POWER LINE -TEL -_. TELEPHONE LINE -TV --CABLEVISION LINE -SP --SPRINKLER SYSTEM :0: STREET LIGHT --• • --SEWER EA~MENT Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BAKER Iii ORAHGE CO. F AJRGROUNOS ; ! ~ -l(.~~ ~~ CITY OF IRVINE UN 1',{RSI TY U.C.I. ABBREVIATIONS ACP ASBESTOS CEMENT PIPE BC BEGIN CURVE CONC CONCRETE (1_ GEN TERLJ NE DIP DUCTILE IRON PIPE DIA DIAMETER E ELECTRIC OR EASE EC END CURVE ECR END CURB RETURN EX. EXISTING FL FLOWLINE FS FINISH SURFACE G GAS GB GRADE BREAK INV INVERT ELEVATION MIN MINIMUM MJ MECHANICAL JOINT N NORTH PCC POINT OF COMPOUND CURVATURE PVC POLYVINYL CHLORIDE PROP PROPOSED S SEW£R OR SOUTH SCE SOUTHERN CALIFORNIA EDISON PAC/FJ SCO SEW£R CLEAN OUT SD STORM DRAIN SFM SEW£R FORCE MAIN SMH SEWER MANHOLE STA SEWER LINE STATION ST LT STREET LIGHT ST STA STREET STATION TC TOP OF CURB TW TOP OF WALL TELE TELEPHONE VCP VITRIFIED CLAY PIPE W WATER OR WEST WSP 'MRE STEEL PIPE IQ~ EWPORT HARBOR HIGH SCHOOL ST JAM PL r---,--.J :l'.~-,__,, DRIVE coAS1 ,.__ .... Qj PROJECT LOCATI01N HIGHWAY LOCATION MAP NOT Tll SCALE EMERGEMCY 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 UNDERGROUND SERVICE ALERT NUMBERS DAYTIME 800-427-2200 835-5200 259-4458 644-3011 962-2411 542-6222 800-422-4133 NIGHTTIME 800-427-2200 800-325-0477 611 644-3717 962-2411 542-6222 800-422-4133 ------ UTILITIES DEPARTMEN'T APPROVED: DATE: PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED: DATE: B OF BEARINGS: 0 0 0 ® 0 ® @) ® @ @ 0 @ ® S DIRECTOR R.C.E. 38799 CONSTRUCTION NOTES ABANDON EX. SE'wfR MAIN IN PLACE. CUT & PLUG ENDS OF EX. SEWER MAIN 111TH TWO SACK CEMENT. REMOVE INTEFERING PORTIONS OF EX. SEWER MAIN. INSTALL 8" PVC SOR 35 SEWER MAIN, BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY OF NEWPORT BEACH STD-105-L & 106-L. CONSTRUCT SEWER MANHOLE PER CITY OF NEWPORT BEACH STD-401-L. CORE DRILL EX. SEWER MANHOLE FOR 8" V.C.P PER C.S.D.O.C. STD. S-050 (NOTES 1,2,3,5,8,11,17,18,21 & 23) REPAIR AND COAT MANHOLE PER C.S.D.O.C. STD. SPEC. 33-500 AND 33-4200. SEE MANHOLE DETAIL SAWCUT & REMOVE EX. SIDEWALK TO THE NEAREST JOINT TO ACCOMODATE CONSTRUCTION AND REPLACE PER CITY OF NEWPORT BEACH STD-180-L. SAWCUT & REMOVE EX. CURB AND GUTTER TO THE NEAREST JOINT TO ACCOMODATE CONSTRUCTION AND REPLACE PER CITY Of NEWPORT BEACH STD-182-L. INSTALL 4" SEWER LATERAL PER CITY OF NEWPORT BEACH STD-406-L INSTALL GAS FLAP PER CSODC STD-056, STUBOUT v.1TH (2) -2' SECTIONS OF 8" V.C.P. AND CONNECT 111TH AN 8" CAULDER COUPLING PER MANHOLE DETAIL. REPLACE STRIPPING UPON COMPLETION PER CITY OF NEWPORT BEACH SPECIFICAllON. REMOVE INTERFERING PORTIONS OF EX. CONC. FOOTING. INSTALL STREET LIGHT PULL BOX PER CITY OF NEWPORT BEACH STD-205-L. REMOVE AND REPLACE EX. 1-1/4" PVC STREET LIGHT CONDUIT WITH 3 -#13 \\IRES PER CITY OF NEWPORT BEACH SPECIFICAllON. CONNECT TO EX. 8" SEWER MAIN 111TH 8" CAULDER COUPLING. CHMARK: THE BEARINGS SHOWN ON THE PLANS ARE BASED ON THE CENTERLINE OF DOVER DRIVE BEING N 25"23'30" E PER STREET IMPROVEMENT PLANS FOR DOVER DRIVE BETWEEN COAST HIGHWAY & WESTCLIFF □RIVIE A.H.F.P. N0.46 PREPARED BY ORANGE COUNTY HIGHWAY DEPARTMENT DATED 6/61. O.C.B.M. NBS 15 70 ELEV. 66.348 ADJ. 1976 IN THE SOUTHEAST PART OF THE INTERSECTION OF DOVER DRIVE AND 16TH STREET; BB FEET SOUTHEAST OF THE CENTERLINE OF DOVER, 31 FEET SOUTHWEST OF THE CENTERLINE OF 16TH, 88 FEET SOUTHEAST OF THE CENTER OF THE MEDIAN, 2 FEET SOUTHEAST OF A STREET LIGHT POLE (NUMBER 1617), IN THE TOP OF THE NORTH- EAST CORNER OF A 4 BY 15 FOOT CONCRETE CATCH BASIN. DAlE BY IL-lS-94 SHEET INDEX .StlEEI 1. 2. DESCRIPTION REVISIONS PESCBIPDPN Tlll.E SHEET SEWER WAIN PLAN AND PRORLE FRot.l STA 1 o+00.00 TO STA 10+67.07 i\PP1D SEAL GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLJC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PRO\IISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1994 EDITION AND SUPPLEMENTS, UNLESS OTHERWISE NOTED. 2. STAllONING REFERS TO CENTERLINE OF SEWl:R. 3. EXISTING UNDERGROUND UTILITIES ARE SHO'M-l AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND "ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PA\IING OF STREET AND DRIVEWAYS. 7. PAVIEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION or ROUGH GRADING. 8. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. • 9. SEWER. WATER AND STORM DRAIN LINES DISTANCES SHO'M-l IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 10. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT AT 644-3311 AND UTILITIES DEAPRTMENT AT 644-3011 48 HOURS IN ADVANCE OF ANY WORK. 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 ANO COMPARABILITY 'MTH EXISTING CONSTRUCTION. 11. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (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 WrlEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 12. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVAllON OR TRENCH WORK AS DESCRIBED IN NO. 11 ABOVE FROM CAL-OSHA. 13. ALL STORM DRAIN, SEWER AND WATER PIPES SHALL BE BEDDED PER . CITY OF NEWPORT BEACH ST0-106-L. 14. 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 FITTNGS. PVC SE'wfR PIPE BEDDING SHALL BE 3/4" CRUSHED RO_CK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE ANO SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. 15. ALL CONCRETE SHALL BE 560-C-3250. 16. ALL SEWER LJNES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE \IIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY Tiff CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED IN CORRE CTI. Y, DEFECTIVE. DAMAGED OR OTHER'MSE COMPROMISED SHALL BE REPAIRED/REPLACED AN!} REINSPcCTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. -' 17. THE FIRE AND POLICE DEPARTMENT SHALL BE NOTIFIED 48 HOURS'IN ADVANCE OF ALL LANE CLOSURES. SEAL C-3022 724 ST. JAMES PLACE SEWER MAIN RELOCA llON PROJECT TITLE SHEET CITY OF NEWPORT BEACH UTILITIES DEPARTMENT S-5156-S SHEET 1 OF 2 / -rn ~ 'rl C, c:; j :n cf t ~ l J m ...... [ r u~ -'~ .7 i I " 5 I -- -- ' --+ - +- w u <( __J Q__ c.n w ~ <( ~ --- ,,z;\0 -\0 • ' - --- - ---- --- _--- ii ---- - - N 62'08'50" W -----,-13""7'"'.6,=,5 -~ --- - -- ' - -~ ----+--· ,____:::_ .. ~ - t ___:_t..__. ' I ' - -------= ,_ c ,-- --!-------:..- ,-t -_J -===1=· -..::-~-------1 - + ~ ' ~ .. ~-----~ ' + ~-tj:Lf --- , + • ~ PVC -@!WE .r-~ -• : ------j--- + i - i , ' -l ~ 1 r- 1 •• -_:j -j ··:_j t ..... ---. - ' -ll - . ·--==- . .. -- ' ' ' ' ' ' . 39' ' ' ' ' ' ' ' ' ' I 1-, ' ' ' ' ' ' ' ' ' ' I- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 11+00 w > -a: 0 a: w > 0 0 + t---c 1 1-_ l - +-- a ' . ---- ~ t t - • -- --' - -er ' 1 =l _: ' I I f .. '. ---• . - ' I~ --I-----f---'1 __r C -~ j· L_:1 ----+---_- i . ' -• C{ vlAA€TOR~, ~ ~ !l@P[Q~ ARjsr:. - ---7 1 -~ ---~ .1 -' -, ~ +-' ' ' ' I I . PROFILE SCALE: HORIZONTAL: 1" - 1 O' VERTICAL: 1" = 4' -- 1 t -- --I--!--==='-- • -+--_,__ I s·s PVC~ ~ ~ ~ ~~ •~ -~ -- . - 0 10 I SCAIE IN FEET 1 inch = 10 ft. •--t1r: EX. 15" S (VCP) :ik I I I I (29.81±) INV * -' 8" CAULDER COUPLING • 6'• <, I I 1 11 EX. 15· S '~h;_,. ' 30.-39 IN-V_ ~ ~C';, ~ -C -1-~ , / EX. SEWER MANHOLE 8" S VCP . ,,,. 1 1 1 ...,. , , CDRE DRILL INTO ~ , I 1 '\ \ - - 0 0 0 0 0 @ -- -- -+ -- - ---- -1 -l ; -~ _ .ES I -~----_ CONSTRUCTION NOTES ABANDON EX. SEll[R MAIN IN PLACE. CUT & PLUG ENDS OF EX. SEWER MAIN 1'11TH TWO SACK CEMENT. REMO-VE INTEFERING PORTIONS .OF EX. SEWER MAIN. INSTALL 8" PVC SOR 35 SEWER MAIN, BACKFILL, BEDDING ANO TRENCH RESURFACING PER CITY OF NEl'tl'ORT BEACH STD-105-L & 106-L. CONSTRUCT SEWER MANHOLE PER CITY OF NEWPORT BEACH ST0-4D1-L. CORE DRILL EX. SE\\£R MANHOLE FOR 8" V.C.P PER C.S.D.O.C. STD. S-050 (NOTES 1,2,3,5,8,11,17,18,21 & 23) REPAIR ANO COAT MANHOLE PER C.S.D.O.C. STD. SPEC. 33-500 ANO 33-4200. SEE MANHOLE DETAIL SAWCUT & REt.10-VE EX. SIDEWALK TO THE NEAREST JOINT-TO ACCOMOOA TE CONSTRUCTION AND REPLAC£ PER CITY Of NEWPORT BEACH STD-180-L. SAWCUT & REMO-VE EX. CURB AND GUTTER TO THE NEAREST JOINT TO ACCOMODA-TE: CONSTRUCTION AND REPLACE PER CITY Of NEWPORT BEACH ST0-182-L. INSTALL 4" SEWER LATERAL PER CITY OF NE\l!'ORT BEACH ST0-406-L INSTALL GAS FLAP PER CSDDC STD-056, STUBOUT WITH (2) -2' SECTIONS OF a· V.C.P. AND CONNECT WITH AN 8" CAULDER COUPLING PER MANHOLE DETAIL. REPLACE STRIPPING UPON COMPLETION PER CITY Of NEWPORT BEACH SPECIFICATION. REt.10-VE INTERFERING PORTIONS or EX. CONC. FOOTING. EX. MANHOLE, ____,,,,, I / I \ \ STA 10+67.07 = FILL ANNULAR SPACE 1 1 I , 1 , STA 15+87.98 \111 LL DRY PACK 1 1 , 1 , 1 DOVER OR. lRUNK SEWER INSTALL STREET LIGHT PULL BOX PER CITY OF NEl'tl'ORT BEACH STD-2D5-L I I I I \ I I I I MORTAR 1 \ 1 .\ R=3' I I EX. M.H. NO. 7 \ \ \ , 1 1 (-41.46) RIM INSTALL GAS FLAP PER __ _... C.S.D.O.C. STD. S-056 ,'...,_ ' \.,,')f... ' , ' -, v , ----...___ POLYURETHANE LINE M.H. --i" ' I ' \ \ \ \ EX. 15" S (VCP) _;; ' (29.74±) IN-V * EX. 15· S MANHOLE DETAIL N.T.S. l-----+---1----~------,----t Q{)lii_ PUBLIC WORKS DIRECTOR 16791 R.C.E. NO.-'-''-'-"''-- 1---+---+---------------t,J-;c.--.--t..,-DAlE ll-t&-14 •~-iw,_l>ll'5 & r-,..;._c, 1 f"'( P,w.o F• 1... e_ 1~/"'/'>', DATE BY DESCRIP]ON APP'D DESIGN[D MJS DRA\IN AC REVISIONS CHECKED. JAS DAlE 11/16/94 .. REMO-VE AND REPLACE EX. 1-1/4" PVC STREtT LIGHT CONDUIT WITH 3 -#8 WIRES PER CITY OF NEWPORT BEACH SPECIFICATION. CONNECT TO EX. 8" SE\\£R MAIN WITH 8" CAULDER COUPLING C-3022 724 ST. JAMES PLACE c _ , 1 A-= --d-· SEWER MAIN RELOCATION PROJECT 1--="-"----c---------------, UTll ]E~CTOR 38799 ---"AIN ...... , L PROFILE R C.E. NO.~~-.x.wu. • n,,.. .. DAlE II-IP>-,4 FR<II STA. 1o+OO TO STA. 10+67.07 DESIGNED MJS DRA~ AC CHECKED JAS DATE 11/16/94 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT S-5156-S SHEET 2 OF 2 I I I -·'l! I • I I I I ·1 11 ~ I, L T 0 5 ~ ~ 8 ~ I~ i I Q I I