Loading...
HomeMy WebLinkAboutS_5160_SI Al( f R 0 • > 0 ~ ~ • • -• ADAMS AVE OtANCH COAS. T CITY OF COLLlOf COSTA • ~ MESA 0 ~ • ;; • • • % • .- • VICTOtlA. sr ♦. ~o _...,..-·'~ ... I' I' l t w'"otr .=_j~_.-# Q ,., I. C U C o -.. • .. I.I C ... A Cl TY 1, OF I NEWPOR BEAC ., :, z .. C • (I C • "o,. ....... ~ O ltD. • 0 1-, , • .......... _.. ,.•/'\ \ \ l"AClflC Vil M!MOll.ti I" A I II 1 / (' ._,._-'--'11=-D,_,. __ __ \ 1 --· :---;~-:.:~"'--''"""). _ _, I -------.. , 0 C f I ---I lio . ... . .,,.,-, .. , ~~ -. . ., ----' VICINITY MAP 1/< Q 1/, 1/2 3/< ] ----·--- SITE SYMBOL LEGEND .... POWER POLE 0 MANHOLE 'Cf FI RE HYDRANT □ METER BOX ---0--VALVE f-POWER POLE ANCHOR 6. MONUMENT -x-x-FENCE BLOCK WALL c:~ TREE [;'-, /,'f:J /' SHRUBBERY _.._,.,_,.,.., ASPHALT PAVEMENT ~B BRICKWALK I, I L· ___ :J CONCRETE ~ ;;j ""-'-"~..ci::l BUILDING -----EXISTING CONSTRUCTION NEW CONSTRUCTION ---,t-CENTERLINE -·--s-SEWER LINE -----w-WATER LINE --ti-GAS LINE -£--POWER LINE -TEi-TELEPHONE LINE -rv-CABLEVISION LINE -sP-SPRINKLER SYSTEM ~ STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER 8< WATER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION ... '-,. "· ~~ ) ~ "'"' J, . ABBREVIATIONS INV INVERT RIM MANHOLE RIM CONC CONCRETE PT POINT CIP CAST IRON PIPE CO CLEANOUT BSW BACK OF SIDEWALK W WATER LINE ST STREET BLVD BOULVARD EXIST EXISTING <)'.'. ANGLE it. CENTERLINE NUMBERS NUMBER 634-3115 835 -3833 999-5613 640-2221 962-2411 EXT.24I 642-3260 644-4471 BALBOA OCEAN g .J " BAY ALLEY SAND LOCATION >-"' .J .J ., .: 1-<0 LINDO AVE. C z " .J ., FRONT PROJECT LOCATION MAP NOT TO SCALE NAME AVE. BLVD CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT GENERAL NOTES CONT. 27. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE MANUFACTURED PER ASTM 0-3034 SDR-35 OR ASTM F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL -BODY FITTINGS. P),'C SEWER PIPE BEDDING ~HALL BE 3/4° CRUSHED ROCK FROM 6' BELOW THE PIPE TO 12' ABOVE THE TOP OF PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL, OCEAN FRONT BETWEEN 28. ALL SEWER LINES TO BE OWNEDkOPERATED AND MUITAINED BY THE CITY OF NEWPORT BEACH S ALL BE VIDEO INSPECTED AFTER CI.EANIN6, AIR TESTING AND IIIANDRILLING. ALL VIDEO INSPE<;TION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VlDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE COIIPROIIISED SHALL BE REPAIRED/REPLACED AND REl'ISPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. 6 TH STREET AND 7 TH STREET PRIVATE SEWER LATERAL APPROVED= <;l wR -----'------------------DATE= 11/20/9, --'-''----''-"--------PUBLIC WORKS DIRECTOR APPROVED= /44 ~ h-B~t- UTILITIES MANAGER BASIS OF BEARINGS CD ® @ ® ® ® 0 THE BEARINGS ON THIS MAP ARE BASED ON THE CENTERLINE OF 6TH STREET BEARING OF N 11° 23' 52" E AS SHOWN ON EAST NEWPORT TRACT, M.M. 3/37. R.C.E. 16791 R.C.E. 2555:3 DATE= _1_,, /_u,--=--{ '-=-"'--- CONSTRUCTION NOTES CONST. 112 L.F. OF 4" S.D.R. 35 SEWER LATERAL CONST 4" SEWER CLEANOUT PER CITY OF NEWPORT BEACH STD. 406-L PIPE BEDDING AND TRENCHING PER CITY OF NEWPORT BEACH STD. 105 -L AND 106-L SAWCUT AND REMOVE EXIST. CONCRETE BOARDWALK TO THE NEAREST JOINT AND REPLACE IN KIND. eoNst: , .. SEWER M&IH SLEANOUT PER CITY OF NEWPORT BEACII STD. 408 L CORE DRILL INTO EXISTING MANHOLE, FILL ANNULAR SPACE WITH CEMENT-GROUT REMOVE EXIST. SIDEWALK AND REPLACE ( NEW SIDEWALK MUST BE DOWELED EVERY 18" AND LIPPED UNDER EXIST. SIDEWALK. l BENCHMARK L-782 ELEV.~ 9. 701 1989 AT BALBOA, 0.7 OF A MILE EAST OF NEWPORT BEACH GRAMMAR SCHOOL AT THE "T" JUNCTION OF BALBOA BOULEVARD AND ISLAND AVENUE, 44.B FT. SOUTH OF THE CENTER OF THE ENTRANCE DOOR TO THE NEWPORT HARBOR PUBLIC LIBRARY, 8.2 EAST OF THE EAST CURB OF ISLAND AVENUE, 5.4 FT. NORTH OF THE NORTH CURB OF BALBOA BOULEVARD, FLUSH WITH THE CONCRETE SIDEWALK, SET IN THE TOP OF A CONCRETE POST. SHEET INDEX SHEET DESCRIPTION I TITLE SHEET 2 SEWER MAIN PLAN a PROFILE ()tESSi -AMES KAVIAN -:,c. c.;, ,..,., = "' = NO 29329 "" =';<~-3)::t,}9 CIVIL OF Ci\\.\'i GENERAL NOTES. 1. lHE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO lHE REQUIREMENTS OF lHE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAlllNGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 199~ EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET . 3. EXISTING UNDERGROUND UTILITIES ARE SHOVIN AS PER AVAILABI.E RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF'l'ING 1HE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE tlEW FACILITIES. 4. a!RB BA'FA REFERS 'f8 111eE eF el:lRB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS . 6. ALL UNDERGROUND WORK SHALL BE COMPLE'IED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. PA'.CMEH:r SE6:Jl9t4S SI I0~ ARE Mlt•IMUM NIB SUDdE8T 'f8 REYl98H AHB APPRO'i'M: 8F 'IIIE 61'FY AS RE8~IRE9 B¥ SOIL lES'fS l.~KEH N1ER C6MPLE'l18N er Ret:181I 6RABltl8. 8. SEVIER, WATER ANO STORM DRAIN LINE DISTANCES SHO\IN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644- 3311. THE PUBLIC WORKS DEPARlMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT lHE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 10. lHE WALLS AND FACE OF ALL EXCAVATIONS GREATER lHAN (5) FEET IN DEPTH SHALL BE EFFEC11~ Y GUARDED BY A SHORING S'l'SlEM; SI.OPING OF lHE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS lHAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMfNATION INDICATED lHAT HAZARDOUS GROUND MO\£MENT MAY BE EXPECTED, 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATI()l OR TRENCH WORK AS DESCRIBED IN NO. 10 ABO\£ FROM C~ -OSHA. ' 12. ALL Sf8RM BRAltl, SEVER AND Y.11 I at PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWl'ORT BEACH ST0-106-L 13. 8!!C'IILE IRBH NPE 511~ BE 6l:Ji55 52 ANB 51 IM.1 IIA'A: AN 8 Mil LOO&; P8'c'IE111'11:EHE 916,t,51:MOff AS PER &;e'l1811 287' 9.6.2 8F '11 IE :fflllllillft!I 51 EelR6A'll8NS. 14. 'lllRl:IST BLaeMS SIIALL BE IHS'FAl:LEB 811 M.1 WA'leR MAIN ATIIN85 IPI ,i.eeeRe llH! I 61'1'¥ 8F tlEYIT-'8Rt BEA61 I S'!8 518 L 15. WATER MAINS SHALL HA\£ A MINIMUM OF JO" OF CO\£R FROM SUBGRAOE. 16. All CONCRE'IE SHALL BE 560-C-3250. 17. S::ePE M4ell8RS 51I"4tl BE PR81IIBEB eu Atl UHES JU ACCeffB Wl'fll EH¥ 8F HEYIPeRf BEACI I s;:e 314 L 18. .i..e.r. lll'III A B l8a\B 8F 8NE ANB 8NE IIAl.f GREA'IER lllAN REeJJIREB FeR R.6.P. M,t,¥ BE USEB FeR Sl'EIRM BRal.illS. 19. 'IIIE G8NnlASf8R SIIAI± N8'11F't' 'IIIE ARE BEPAR'IMENT 48 1181:iRS IN WDVAtlSC 9F 51 IUR►l8 9FF "-'1¥ ARE I I¥9RAN+S Af 611 a~ 8&. 20. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE (Y! ALL LANE CLOSURES. 21. A FIRE PRe'l'Ee'11811 S'l'S'l'Eht 'lllAT IS A0OCPfABLE TB 'IIIE ARE BEPARlMENf 5Hlibl BE INSti'I I en B¥ 'II IE 9E'AJ.8PER ANB 1ES1EB BY 'II IE ARE BEPAR'IMENT PRl8R 'f8 Sf8RA8E er AN¥ SBMBUS'FIBLE MA'IERIALS 8R S'FN!t .er AN¥ SfRl=J6'FUR,\L FR.WIUG. 22. ,t,bl FL,t,NGEI) PIPE JOIN'IS Slf,\ll BE J81NEB U'lll:lllt16 'PIPE 316 S'FAINLESS SlEEL NUfS, WASI IERS ANB IIEX I IEAB BMS. 81'JfiEI 5 J/ I1'1± BE A:JI± FAem, ae:rr I R□lff8REE9 BUIIA II RUBBER. 23. FLEM ANB 1RANSl'Fl8N 681!PUNGS 11SE9 T8 JOIN PIPE ~I w.t.lER MAIN 60tlS:'JRUGf!0H SI ls\LL II1.>A: Al:L 'R IRE.i\BEB PM:J'S k'IB J8ffl!H6 I IM9WAAE FABRl61.1EB FROM 'Fl'PE' a• s S'FAIIILESS STEB:: 24. F1PC I IARf~CSS ASSEMBLIES, VAL\f. .\'19 Fl+RNQ RESlRAl~l+E IL'l9 SI IA8HLE 61:JiMP ASSEMBl:IES SI IAI.I. BE d81NEB IJllUi!IIIG l'IPE a•e SfAIHl:E55 s:irEL M:L ll lREAB nee, tlU'5, BEUS MIB WA9 IERS. a.AMPS. SI lit.81U:ES ... ~,e e:n IER I l,t.RSWJ1RE M¥ DE 6ittRB0ff s:r£EL 8R 9l:JG'RLE IR9il llA IERE APPR8PRIA1E, BUT MUSt BE 60A1EB LIBERAi.i.¥ 111'111 08RR9518N PRB'IEC'll'JE MAS'FIO C8MP81:1NB. 25. 981:.lEB eeNIIECmRS FABRl8A1EB FRBM T)f'E J• 6 S'FAINLE!,$ 3 I ca !H"1:I: 11,t,',€ lHREA0Ell PAR'IS G0olilEG UBERAblY 111'111 AN APPRG'ttll AN'FI SCli!E 68MP9l:fHB. 26. Al:L ea, I EB AN8 ll lREAfJCB FAs:FEPIERS SI IAl:L BE MNIYFAGNREB IN ll IE l:INl:r£9 SfAlES 8F AMERIGi, A.'IB SI l,t.1:1:. 99NF9AM T8 lHE MINIMUM . R[QUIREM91:r& FOR 5lREN9ll 11 MA'.ff:Rlld: eotJSTRli0fletf AHB BIMEH9fel4 A! ESFADU51 IEB 8¥ ll IE A9'I A.~B 'R IE h.~9 srcaneJ1t:neHS: Ali: ~JSliNERfi SMJbb EIE: .tiCGQMPANI~ 8¥ MtHlEN 6ER11FlCM18N FROM 111[ MA.'lldFA0:rllRER SJAllH6 68MPUMfeE 'Ml! I 1' IE APPROPRIMf 9'EetReA:neus. PREPARED BY VALLEY CONSULTANTS, INC. P.O. BOX 10516 NEWPORT BEACH,CA.92658 (714) 650 -5430 ~IJ/;Jftt S-51GO-S ,..-f-:::;J::;AM~E:;::S~K~A~v:;,AJN~1..".:'.~R::CE:=:;;2;;9'/;.32';!;'.9 S HT. I OF 2 C z < 0 m 0 ~ • " > s a z m n > r " ~ z s TI ~ z I 0 r 0 -. ~ n ~ 0 " ~ 0 TI ~ ~ 0 m ~ D < z 5 C z < D D '" " " 0 " D ~ > a " z !TI n ~ TI 0 ~ z " I\ £ z I 0 r 0 ~ n 0 0 " ~ ~ TI 0 TI ~ 0 < a !l -- UJ z C < rn m ·]] 0 ]] ~ z GJ z C s': rn m ]] (II • u, - 0 JJ ~ z GJ z C < rn m ]] 0 ]] ~ z GJ -, ' _, _, ' ! ' ' ' ' ' ' t. ! ·-... -' ,____• -I - -I - ' ' : _ __, ; ! I : ; 1 . I ! 1 I : I i ! 1 , f) _, • ' • ' -! . ... . I ----j ' 8 NOTE: CONTRACTOR TO USE CAUTION WHEN CROSSING BELOW THE EXISTING 6 11 WATER MAIN WITH THE PROPOSED SEWER LATERALS. - VALLEY CONSULTANTS, INC. P.O. BOX 10516 NEWPORT BEACH, CA. 92658 ( 714) 650 -5430 JAMES KAVIANI RCE 29329 ' ---- --.O.-ozo- -----+------" ·-• • CONST. 41-L.I'. 4"-• •· SEWER L::ATERA ' I I 1 -r . . , - S• 0.]90- ' ' 1 I MANl:IOCE I . : ~ ~~ . --- =-coNST. 2 la.F: 01' 4 11 P.V.C. SEWER:1.c;D.T.GKA) .. , -.. . IO' EXIST. CONG. ALLEY ()I..,._"--. LINE "c" lr __ .,,,,,--- ,:1:i \EXIST. SEWER LINE R(Efl)DV~ 7b 9 +27 ~ PT. PUBLIC SEWE\'.:R 3, ~ =/ CLOSEST JOINT~ ~),(. / 7./f /NV <( / EXIST. CONC. ALLEY 10+58.3 EXIST. MANHOLE GROUND# : i : ! ---1-- ---j - PROFILE SCALE HORIZ: I 11 = 20' VERT: l11 = 2' I I 12 CD ® 0 0 ® © 0 ® •• ' : I i • --' . I ' .. ' I. • ' I I ! CONSTRUCTION : I _____ , NOTES ' ., 13 CONST. 112 L.F: OF 4" SOR 35 SEWER LATERAL CONST. 4" SEWER CLEANOUT PER CITY OF NEWPORT BEACH STD. 406-L --+-- PIPE BEDDING AND TRENCHING PER CITY OF NEWPORT BEACH STD. 105-L AND 106-L SAWCUT AND REMOVE EXIST. CONCRETE BOARDWALK TO THE NEAREST JOINT AND REPLACE IN KIND. ' ' ., - -_,. -GGNSl'A!-sE-WE-R-MAIN-GbEANGUT-PER-CIT-Y-OF-.NEWPORT-BEACH~STD:--400-1:-- CORE DRILL INTO EXISTING MANHOLE, FILL ANNULAR SPACE WITH· CEMENT-GROUT REMOVE EXIST. SIDE~ALK AND REPLACE ( NEW SIDEWALK MUST BE DOWELED EVERY 18' AND LIPPED UNDER EXIST. SIDEWALK.) 5Awc,.rr ' --r -' : - __ , __ _ • ' ' • .. ·++~..:::~J,;;l'y,;;:s:-f--:l-=--=--=--=-.;;_:-_:-_:_'.:..;7_0":_'':._1-::._-::._-::._-::._-::._-::._-::._-:__-,....-'--'<-' 1.,-1_,-1 ____ ---'-'(7,:'0'-"')·_'-"-::--"""'.":~"!"':!l'.r.r--l EXIST.6"CIP _/', ~, /, -,.,. W ""-\,.., ,L-ALLEY --~-----!' (7·;~;';..,uv -----------+--- WATER LINE -----i-r-,,;.8 1 / ""' (3 •• , "" ~ ' ,.,. ✓ ' \< _g'f) /JI<! 2. 9+2S-c.o. V z.:. 1 (60') (30') \ 1o+oo' E~IST. MANHOLE (3o'J (30') 3 2 9+96 .jC PT. CLEANou-i\ 9 +97 : ALLEY I / 'f.'fZ IN~ I t;:., in / PRIVATE SEWER {fL '.'.!/'. _ EXIST HOUSE J EXIST. : I / f I X '3 HOUSE , / _,,,-~'If/ff. 3 1.HICJ.f BL.act. wA--',l. ,.fL. ;...---/IY 6rY ll,c._,,,,--.c1:-tn1AV-t.lEHT61/ ,qA s1J-or-Pll..!>"i"~ITT (s-''e,vcrro!flCJ.mre,rr) 8+86 ;r_ PT. 8,0o !NV. '-~"' X ,l 3' Z)--"'a+!:..Sa,.,,s_c,.,.o,,.,.7 +-+--1'll:-..---/ =~ "' PORTIONS OF LOTS 3,4 ANO 5 OF q RfE'rnoVtE 7t> = ,, BLOCK 9, EAST NEWPORT TRACT 111 PROPOSED CLOSEST JOINT --++-' HOUSE FF=ll.02 FLOOR IS RAISED 12' 1,.00' 2' ~ \.EXISl'. 6" CIP WATER LINE -., e.oo' EXIST. CONC. BOARDWALK<' A _/ .. -.. w 6TH so' I °)-EXIST SIDEWALK I EXIST. CURB 6 GUTTER ci ::'.i CD ~ -en ....I <( CD REMOVE EXIST. MANHOLE SHELF TO FORM SMOOTH CHANNEL FLOW PROPOSED INLET - EXIST. OUTLET EXIST. INLET ~., .. , -,--,r- 1/ RECHANNELING OF MANHOLE DETAIL N. T. S. ST -------{r.-------------+---,:. • APPROVED }' THISPLANISSIGNEDBYTHECITYOFNEWPORTBEACHFORCONCEPT l---l----l--------------1~--I A ) CITY OF NEWPORT BEACH AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. ,..,, ~ THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND 1J<ILI~• R RCE462l4 ACCURACY. DATE( q,. APPROVED /0" ~ CITY EINEER/NG REV A DATE BY DESCRIPTION REVISIONS APP'D, DESIGm::u DRAWN CHECKED DATE OCEAN FRONT BETWEEN 6 TH STREET AND 7TH STREET PRIVATE SEWER LATERAL CITY OF NEWPORT BEACH S-SlbO-S PUBLIC WORKS DEPARTMENT SHEET 2_ OF 2 I I\ I • I N UJ z C ;;: DJ rn ]] 0 ]] ~ z G) z C ~ OJ m ]] 0 ]] JO, ~ z G) z C < DJ rn ]] 0 ]] ~ z n