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HomeMy WebLinkAboutR_5711_S• • • • I I ! I I I ! I I ! I I I l I I I I I ! I REDLCED SCALE FENCE ,,HRUBBERY ,_ ._ RSPHML T PAVEMENT ' ' _________ __J CONCRETE ,•~ , , •. · .. ,. ,.',1 BUJLDIN~ EXISTING CONSTRUCTION -----PROPC:RTY UNE ---NEW CON3TRUCTION CENTERLINE SLWER L!Nl -----1+-----WATER UNE ---TEL~-TELEPHONE L:NE: ----TV-~ -CRBLEVISICN LINE STREET LIGHT SIGN AGENCY M.L.C.C.S.P. -" MVF- S.f'.M, -SEHEP ,-~':'. D. C. \. -DOUl<c "' " '5 " 0 " "' a;; ' PACIFIC _ _,, AVE. BAYS IC PLA( NU~- 53,1- BSS 6! \ 64", 952 r;-; ., Jv> ~ ??V. i • ' I ~, AVE~-4- .,;, iRST j1 _ ----- I of < :::; :,:: g ~I ~-ul BAYSIDE DR SITE AVE. LOC A TIO_._,N'---'-M"'A'-"P'- N. T.S. ?t-: 542-3975 ...,_,,. ___ _ "' ;:I' -' z 0: .., "- R/W i r l ,· r , , STREET tJ\/_PROVEMENTS J ) FOR \ j • V CARNATION AVENUE f:ETWEEN SEAVIEW AVE. AND BAYSIDE DR. i •, \J :~,::,-x_,11-,,::-r-., ' ' . --~' _............ . UTILITIES BASIS OF BEARINGS THE BEARINGS SHOWN ON THIS MAP ARE BASED ON THE CENTERLINE OF CARNATION AVENUE BEARING N 40° oo' oo"E AS SHOWN ON PARCEL MAP 83-708, P.M.B. 228/35-36 ' , DATE: ii i· 1' E 1r;791 • _J • .., ' ,.,, -~•;.. ~ .' ;.,_. -~; -~""- -~--:l',;;t, ' .. ":) ... ~CE 25553 DATE' -Y+---'-J_._7_-___,_f_,Z'---- CONSTRUCTION NOTES CONST. RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 163-L I CONST. TYPE "A" P.C.C. CURB AND GUTTER PER CITY STD. 182-L ( s" C.F.) CONST. STANDARD STREET BARRICADE PER CITY STD. 900-L REMOVE EXIST. PAVEMENT CONST. 4" AC WITH SS-1 SEALCOAT OVER 4" AB SAWCUT CONST. 4" CONC. SIDEWALK PER CITY STD. 180-L REMOVE EXIST. BARRICADE RESTRIPE FIRE LANE GRIND AND REPAVE WITH AC AND SS - I SEALCOAT INSTALL s" P.V.C. (C-900) WATER MAIN INSTALL I" WATER SERVICE PER CITY STD. !502-L BENCHMARK 3K-28A-68 ELEV.= 38.00 I.I KILOMETERS (0.7 OF A MILE) NORTWEST ALONG BAYSIDE DRIVE FROM THE POST OFFICE IN CORONA DEL MAR, IN THE NORTH CORNER OF THE "T" JUNCTION OF CARNATION AVENUE, iN TOP OF THE EAST CORNER OF A 4 FT. BY 5 FT. CONCRETE AND METAL CATCH BASIN, 15.8 METERS ( 51.8 FT. l NORTHEAST OF THE DRIVE CENTERLINE, 6.1 METERS I 20 FT.) NORTHWEST OF THE AVENUE CENTERLINE, THE STATION IS 0.3 METER ABOVE THE HEIGHT OF THE DRIVE. ,_._..,.., _____ --· l}tESS/Q AMES KAVIAHI "~ .._ .. ' ..., ~ ex: NO 29329 "" ,: Gxp :7 k1 ;,,, CIVIL '-1. 'If OF CM.I' ~-"~-- ___ ...,. 1. 2. J. 4. 5. 8. 7. 8. 9. GENERAL NOTES. lHE CONS1RUCTION OF All PUBLIC IMPROVEMENTS SHAU. CONf'ORM TO lHE REQUIREMENTS ()f THE NEIW'ORT BEACH CONS1RUCTION STANDARDS. STANDARD SPECIAL PR0\1S10NS, DESIGN CRllERIA. STANDARD DRAWINGS AND 1HE •STANDARD SPECIFICATIONS fOR PUBLIC WORKS CONSTRUCTION", 1997 EDITION AND SUPPLEMENTS. STATIONING REfERS TO CENTERLINE Cf' STREET. ElOSTING UNDERGROUND UTILITIES ARE SHOVIN AS PER AVAIL.Aa.E RECORDS. THE CONTRACTOR,._SHALL BE RESPONSIBLE FOR VERIF'!ING 1HE • ACTUAL LOCATION AND ELEVATION IN -THE FJELD PRIOR TO BEGINNING CONSTRUCTION ()f THE ~EW FACILITIES. ' CURB DATA REFERS TO FACE ()f CURB. ALL EXPOSED CONCRElE SURFACES SliALL CONFORM IN GRADE, CCX.OR AND FINISH TO ALL ADJOINING CURBS AND WALKS. AU. UNDERGROUND WORK SHALL BE COMPLElED PRIOR TO l'A\1NC: Cf ,.STREET AND ORI\IEWA 'I'S. i PA\£MENT SECTIONS SHOYIN ARE MINlt.lUM ANO SUBJECT TO REVISION ANO. APPROVAL ()f THE CITY AS REQUIRED BY SOIL lESTS TAKEN AFTER COMPLETION ()f ROUGH GRADING, SE\fA:R, WA=R:R A.'f9 S:reRM BRAUI l:l►IE 91S+.t,NGES SM• IN PR~ ANC .1'4 ES'RMA'fEB &YNfR~ES ARE H9Rlz.Qtltf'= 91Sl.41HG&. THE CONTRACTOR SHAU. REQUEST INSPECTION FROM THE PUBIJC WORKS • DEPARlMENT 48 HOURS IN ADVANCE Of PERFORMING ANY WORI< AT 6«- 3J11, THE PUBLIC WORKS DEPARlMENT INSPECTOR SHAU ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHEO<ED FOR LINE AND GRADE ANO COMPARABILITY WllH EXISTING CONSTRUCTION. 10. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (~) FEIT IN DEPTH SHAU. BE EFFECT!\{(. Y GUARDED BY A SHORING SYS'IEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN Fl'.f: (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INOtCATEO THAT HAZARDOUS GROUND MO\OIENT MAY BE EXPECTEO. 11. THE CONTRACT~S) SHALL OBTAIN A PERMIT TO PERF'ORM EXCAVATION OR TRENCH WORK AS OES<;RIBED IN NO. 10 ABO-.£ FROM CAL-OSHA. 12. ALL STORM DRAIN; SE'tl£R AND WATER PIPES SHALL BE BEDOEO IN ACCORD WITH Cl'IY Cf' NEIIPORT BEACH SlD-106-L 13. DUCTILE IRON PIPE SHAU. BE CLASS 52 AND SHALL HA~ AN 8 Mil LOOSE POL YETH'ILENE ENCASEMENT AS PER SECTION 207-9.5.2 r:,; THE STANOARO SPECIFICATIONS. 14. lHRIJST BLOCKS SHALL BE INSTALLED ON ALL WI.TER MAIN F1TTINCS IN I.CCORD WITH CITY r:,; NEIW'ORT BEi.CH SlD-510-:-L 15. WATER MAINS SHALL HA\t A MINIMUM OF 30• Of' CO\f:R FROM SUBGRADE. 16. AU. CONCRETE SHALL BE SEO-C-3250. 17. SLOPE ANCHORS SHAU. BE PROVIDED ON AU. LINES IN ACCORD WITH CITY OF NEllPORT BEACH S11l-314-L. 18. A.e.P. Wl'fll AB l8>'<B 8F 81ft ANS euc II~ 9REAltR llli\'I RE(1JIREB FOR R.e.P. hh•cY BE l:JSCB FBR SleRM BRAIUS. 19. THE CONTRACTOR SHAU. NOTIF'Y '!HE FIRE DEPI.R'IMENT 48 HOURS IN ADVANCE OF SHUTTING OF'F ANY FIRE HYDRANTS AT 6«-3106. 70. lHE FIRE DEPAR'IMENT SHAU BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE Q.OSURES. -·, 21, A FIRE PROlECTlON SYSlEM '!HAT IS I.CCEPTABLE TO lHE FIRE OEPAR'IMENT SHALL BE INSTALLED BY lHE DE'wrLOPER ANO TESTED BY THE F1RE DEPARTMENT PRIOR TO STORAGE ()f ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUC11JRAL FRAMING. 22. Ali A:Aff8CB PIPE J81Pl'P.i 51 lfil BE d81UC9 U:i1Ui!!ll6 'F« a1 S :ffAl~ILESS S'IEfl: NU'fS, WASI ICRS ANB I ID: IIC,1,9 BQ.lS. 6,1,SKtlS SIMl:1. IE R-Jl:L FAE&, B:81' I R□~IF8R8ED SYU.', ~I RIJ88e'4, 23. R:EM APID ~ANSl'll8'1 88UPUNGS usee 'F8 .on Plf'€ '" WAD MAIN eeH9ffltf6fl8N SI lti 11~\t M:L 'R IREAEJEB PNlfS ANB clGfHIUS I IAR9WAAC FABRICATtll FRBM 1WC, 316 S'FAIPll:ESS S'fEElr 2-4. PIPE I hWIESS ASSEMBLIES, Wd:'if! ANS R'l"FIN8 RES'IR,l,IPl'P.i AN9 SI IA61(1:E 6l,l,MP ASSEMBW SllAl:L 96 JOtNEe U:rll:li!OIG 'Pl'1'i J18 9MfNLESS Sri.EL M.l: 'R IREAB Ree, uu:rs, BQ.1!5 A~l9 WASHERS. SL.AMPS; SI lil.81(1:ES .\119 8ll lER 11,1,RGWARE M¥ BC GAABGN s:1m. QR 91.•G+lt:E ~I ¥111ERE APPR8PRIA'FE; Bl:lf MUS'F BE 68ilt'IEB LIBERAi.i:¥ Mll I 6811UeSl8"1 Pll8'1£ell',£ M,!.SllO OOMPOdPIB. 25. eet.Ttll eetlPIC0'FGl,S FM!F!!G"'lEll FllaM 'PIPE 31! S'fAIHlESS mE1. SIIAI± 11,i.•,t 'II IRCABE9 P,1.R'FS ea,i.,rn LIBERAi.LY Yl!'II I AN N'PR81,£1l AN'II SEil[ 681,IPOdPIB. 26. Al± 961:fEB ANO-TIIRfABEB FAS'IB IERS SI IAI± BE MN,'\JFACRh<E9 «I 'II IE l1ff1 ICU SfAfES 8f AMER!eA Arm SI IM:t eGHPaRM 'f8 'ft IE tlftN~--\,1 .... REflldlREMOl'P.i F8R S'11!018'fll, M,1.'FEldAL OONS'll!\l8'fl811 NIil DIMENSl811 AS es=r,r,eLISI IEB B¥ 'II IE AS'FM NIB ll IE NISI SI Eei/18A'fl8115: AU: FA51EIIERS SI !Ali BE I.GSGMP,1.WEO D¥ ~001 eER'AA8A'll811 FR8M 11 IE MANl:JFAOruR£R SfATIN8 68MPUM~ec 'MTI I fl IC Af'PRel RIAlE !IPEGIA 8All8115: PREPARED BY VALLEY CONSULTANTS, INC. P.O. BOX 10516 NEWPORT BEACH, CA. 92658 "' \ ' (714) 650-5430 f<-'f--; !J-5 DRR~~ING -· . , • l l t: I' 1 f I }. Jf f'. 1~ ' ' ; .. ' <,-~' L ' , : l .J\Ji"'I I ' ··-'"· -~ r·: I I , f ' I NO 1 ' j ~ f I OF 3 ' JAMES KAVIANI RCE 29329 , ,--..1 'T ' C :)H' l -- j •· -----· ~ -!--- -~-.:.:-":_-:.:,~ -~~ ---~=-+-·· -- ~}-=-::_r:..-~ --_:._ ~~:;_:_ ----~- ----------·-· -~ ------ +---- -- --· ' ----- 1+00 I I ,L--EX. CONC. STREET ~H I 1+00 \ l J ; w > I <t y \ i SCALE: I"= 20' -=- -----t- -:::.-r- ---.... ----+ --,-~ .. t --·- + ' - I -,. • - ••• .,__ I - ---·-' . -. - ----' _, -j --- 2+00 CARNATION ., . - - AVENUE • ---.___2 --., -- ·1 --------I •• -- -----+ - I ------,-- .. • 3+00 R. PUBLIC WORKS DEPARTMENT UTILITIES DIVISION UTp::tTIES ENGINEER R.C.E. 46214 --- . - 1u ---· - ---- _, . -a -~----< - ------+ -· ------- ------ --· , •• --·---= ,. - ==-= =-: -~t :• ~ T --• -•·•· "•• -= ------= ---1----,-"'T. - ·I· 1.·.-1 ' • ,l - -- 3 + 31 ANGLE PT. DATE "' "' "' "' " ... 0 "' z w 4+00 TC FL EP SSW FS SMH caG w WM SCALE: HORZ. 1"=201 VERT. I"= 4' . . ---- CONSTRUCTION NOTES LEGEND (D CONST. RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. I63-L @ CONST. TYPE "A" P.C.C. CURB AND GUTTER PER CITY STD, 182-L ( 6" C.F.) TOP OF CURB FLOWLINE EDGE OF PAVEMENT BACK OF SIDEWALK FINISHED SURFACE SEWER MANHOLE CURB AND GUTTER WATER LINE WATER METER ® © ® ® 0 ® ® @) ® @ NOTE: SEE SHEET 3 FOR NEWAND EXISTING UTILITIES, TRENCH LOCATION AND OFFSITE IMPROVEMENTS CONST. STANDARD STREET BARRICADE PER CITY STD. 900-L REMOVE EXIST. PAVEMENT CONST. 4° AC WITH SS-1 SEALCOAT OVER 4"AB SAWCUT CONST. 4" CONC. SIDEWALK .PER CITY STD. 180-L REMOVE EXIST. BARRICADE RESTRIPE FIRE LANE GRIND AND REPAVE WITH AC AND SS·I SEALCOAT INSTALL 6" P.V.C. (C-900) WATER MAIN INSTALL 1" WATER SERVICE PER CITY STD. 502-L ., CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT 1--+--+--------------+--I AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CARNATION AVENUE FROM 3+00 TO 3 + 40 THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND 1--+--+--------------+--I ACCURACY. DATE BY DESCRIPTION APP'O. DESIGNED VCI REVISIONS CHECKED RE\/. A DRAWN VCI DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 I ' _.~ :..·.= •. ---·;;'_ ~~:=·· __ ··--i:..:--... ----::. __ -. --·· --------••• ----· --·---- ~-f-\-(:;, ·-· ···-··--.. _._~;:r~:::----. ' . .. ... --·-···---. -... ,1::::·-~·-· ---·····--·-. . • -• • ':.:---.:: -.:· .. -::, .. --_...___:---~ ~-_,, __ -~ ----... }.-······ -.... . .. --~., :.--:·. --· :·_:. :<~-·-:.:.:.. ··:~" - • . -· --,..._ •:·· •_• •··•"··~.~--•• ~-I:~:;••-• • ---~ ••· -·•·----- ---· .... --. -------·-----··:: ~=--------·-.. --r-1-----.. .-.--·---_---·--- ---+--< - • - + --..... - - 1+00 ,e I ' ' ->--- ---t-- 2+00 • --+--+--- e I I ' .. ·-. - - r---- ··: = -· •.••' ---,;.:;:. --~---:: - ----. -• ---· ·------ -·• --· - 3+00 It' ----------------------------------------I LEGEND E ELECTRIC LINE G GAS LINE FH PB s SMH TV w WM FIRE HYDRANT PACIFIC BELL SEWER LINE SEWER MANHOLE CABLE TELEVISION LINE/BOX WATER LINE WATER METER '1/---W /,, ____________ EXIST. FIRE LANE STRIPE '\I ,\ \ ,--------------------------------------------------------------------------------------------- CARNATION AVENUE NOTE: CONSTRUCTION NOTES NOTE: SEE SHEET 2 FOR ON SITE IMPROVEMENTS SCALE= I"= 101 SLURRY ENTIRE ROAD AND RESTRIPE FIRE LANE UPON COMPLETION OF CONSTRUCTION IN ORDER TO RESTORE PAVEMENT TO ORIGINAL CONDITION. PUBLIC WORKS DEPARTMENT UTILITIES DIVISION ' JdTILITIES ENGINEER R.C.E. 46214 DATE ® RESTRIPE FIRE LANE (@) GRIND AND REPAVE WITH AC AND SS-1 SEALCOAT CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT 1---+---+--------------i-----i AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND 1----1---+--------------i-----i ACCURACY. APPROVED c~~ DATE BY DESCRIPTION APP'D. DESIGNED DRAWN VCI VCI I--..J.--....L------------~·-··--=-='---¼----'-=----1 CHECKED DATE REVISIONS REV A CARNATION AVENUE FROM 3+00 TO 3+ 40 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 STREET IMPROVEMENT PLANS FOR CARNATION :A VENUE PUBLIC WORKS DIRECTOR t DATE UTILITIES MANAGER RCE 25553 DATE GENERAL NOTES 1. THf CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENT$ OF THf NEWPORT B£ACH CONSTRUCTION STANDARDS AND TH£ STANDARD S('ECIFICA TIONS FOR PUBLIC WORK$ CONSTRUCTION, 1997 EDITION ANO !SUPPLEMENT$. 2. STATIONING REFERS TO CENTERLIN/f OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PfR AVAILABLE RECORDS. THE CONTRACTO_ R SHAt BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVA ON IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE . EW FACILITIES. 4. CURB DA TA REFERS TO FACE OF GURB. 5. ALL EXPOSED CONCRfTE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL AOJOINiNG CURBS ANO WALKS. 6. ALL UNDERGROUND WORK SHALL ) COMPLETED PRIOR TO PAVING OF STREET ANO ORIVEWA YS. 7. $£WER MANHOLES SHALL BE L£FT £LOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTl:R PAVEMENT IN PLACE. 8. THE CONTRACTOR SHALL R[OUESi/NSPECTION FROM THE PUBLIC WORKS DfPARTMENT 48 HOURS IN ADVAN [ OF PERFORMING ANY WORK {949-644-3311). THE PUBLIC WO KS DEPARTMENTS INSPECTOR SHALL ALSO BE' NOTIFIED AFT/:R P CEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CO . RETE FOR CURB & CUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. ,,. -:~rff1'ftitNfEFtffrt?t.Jl~ !~1:IF~'!,fC°NlRftlffliG i~J5J ·FEET· JN SLOPING OF THE GROUND OR 0TH R EQUIVALENT MEANS. TRENCHES OF EXCAVATIONS LESS THAN ~ FEf IN D£PTH SHALL ALSO B£ GUARD£D W,f'Bf:ft1t'!/-P!/. IND/CA s TH ,r HAZARDOUS GROUND MOVEMfNT 10. THE CONTRACTOR($) SHALL OBTAl/iJ A PERMIT TO PERFORM £XCAVA TION OR TRENCH WORK AS DESCRIBfD fl" NO. 12 ABOVE: FROM CAL/OSHA. 11. ALL SEWER AND WATER PIPE $HALL 8£ BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. ; 12. ALL CONCRETI: SHALL BE 560-C-r250. 13. THE CONTRACTOR SHALL NOTIFY Ji.IE FIRE _DEPARTMENT 48 HOURS IN ADVANC£ OF SHUTTING OFF ANY i-y'RE HYDRANTS AT 644-3106. i 14. THE FIRE DEPARTMENT SHALL BE~OTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 15. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH;..UTILITIES 48 H RS PRIOR TO INSTALLATION OF ANY SEWE:R AND WAl!:R FACJLTIES (94i644-30H, MR. PETE ANTISTA OR ED BURT). APPROVAL OF ALL SE R_ AND WA1£R MATERIALS SHALL BE OBTAINED FROM PETE ANTISTA OR D BURT PRIOR TO INSTALLATIONS. (SHOP DRAWING REVIEW). , 16. STRIPING SHALL CONFORM TO PRlVISIONS AS STATED IN THE CURRENT EDJTION OF STANDARD SPECIFICATION FOR Pi;f;uc WORKS CONSTRUCTION. 17. THE PUBLIC WORKS DEPARTMENT ~LL GIVE A FINAL RELEASE WHEN THE FOLLOWING HAS BEEN APPROVED: , i A). DESIGN CIVIL ENGINE:ER'S C RT/FICA TION OF LINE: AND GRADE. B). SOILS ENGINEER'S REPORT, C). PUBLIC WORKS DEPARTME:N 'S FJELD INSPECTION (IF NECESSARY, THE PAVEMENT SHALL BE Tl:R TESTED TO VERiF'Y PROPER DRAINAGE). .. PRIVATE·•ENGIN&SRS NOTICE TO, CONTRACTORISJ 1. THE EXJSTl:NCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE A VAJLABLE RECORDS. APPROVAL OF THESE PLANS BY TH£ CITY OF NEWPORT BEACH DOES NOT CONST/WT/: A REPRESE.NTA TION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXJS1£NCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE 'MTHIN THE LIMITS OF THIS PROJECT. TH£ CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTl:CT THE UTILITIES OF RECORD OR NOT SHOWN ON THf5E PLANS. 2. THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMIT$, AND DAVID W. GRAVES, P.E. DOES NOT GUARANT/:E THE ACCURACY OF THE ESTIMATl:D QUANTITIES. TH£ CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF .BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COV£R£D BY THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREP- ANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL ADHERE TO REGULATIONS REGARDING THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE NO. 403. J. RELOCATION OR REMOVAL OF ANY £XISTING UTILITIES SHALL BE PERFORMED BY Tl:IE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 4. UNAUJHOllfB OIANIJES .t USES: RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF NEWPORT BEACH. 5. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPL£TE RESPONSIBILITY FOR JOB SITE CONDl710N$ DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY, _CONTINUOUSLY AND NOT BE UM/TED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM. ANY AND ALL. LIABUTY. REAL OR ALLEGED, IN CONNECTION WITH THE. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. . N>aJMCE A1Hii .• CALL•TOLL FREE NOTICE TO CONTRACTORS PURSUANT TO ASS£MBLY SILL 3019 NO EXCAVAnON PERMIT JS VALID UNLESS THE FOLLOWING /S PERFORMED: HAJIILTDN NO. 1 2 VICINITY MAP INDEX TO SHEETS SHEET TITLE TITLE SHEET PLAN AND PROFILE -CARNATION A VENUE EMERGENCY TELEPHONE NUMBERS j 1-800 ··"422-4133 1. UND£RGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVJD£D INQUIRY I.D. NUM8ER AG£NCY SOUTHERN CAUFORNIA GAS COMPANY '50UTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF N[WPORT BEACH (UTILITIES) COUNTY SAN/TA noN DISTRICTS COMCAST CABLEWSION COMMUN/ TY CABLEWSION UNDERGROUND SERWCE ALERT BENCHMARK: NB 4-36-74 ELEVATION: 64. 775' ADJ. 1976 NUM8£RS (949) 534-0251 (949) 895-0221 611 (949) 544-3011 (949) 962-2411 (949) 542-6222, AFTER 6:00 PM (949) 542-3975 (949) 720-4040 (800) 422-4133 BASIS OF' 8£ARINGS: C/L CARNATION A~ SOILS ENGINEER: COAST G£0SOIL5 14747 ARTESIA BL VD. ST£ 1D LA MIRADA, CA. 90638 714.521.0169 CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY TH£ CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND. R£0UJREMENTS ONLY. TH£ QTY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS . ANO ACCURACY. • .UIIO& PUBLIC WORKS DEPT, OAT[ TWO WORKING DAYS 8£FOR£ YOU DIG . . PLANS PREPARED 1Y: 2. THE UND£RSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY J.D. NUMBER FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING £XCAVAnON. Nzoo3-03,D DAVID W. GRAVES, P.E. 7 SANTA VICTORIA AISLE IRVINE, CA 92808-8831 • (9491 853-5719 i---t---1---..--------,---1----1 TITLE SHEET 8TRIIT ■•nw m:lT PLANS FOR CARNATION AVENUE t---t---t-------,---------1-..----1 DESIGNED DRAWN O;::-A:7V-;;;ID::-:-:W:-. -;:G::::R7AVE=s:-. -;:R:-:.c=-.E=-.-:Nc:-:0::-.-4:-:2:-:-1::-81:-::-D--c-ATE= l,!D::!A~T:=EL!B~Y~---~D~ES~C::!R~IP~T!!IO~N:_ ____ J...!A~PP~. -lciCHHEEDCK<EEDDo._w._a._m"ff"'--0-_w._G.-1 CITY OF NEWPORT BEACH MY REGISTRATION EXPIRES 3-'31-04 REVISIONS D.W.G. D'ii1R .. 2003 PUBLIC WORKS DEPARTMENT SHEET 1 OF 2 PBQflLE SCALE -1:=· -: +-: =1=---:. HORIZ. 1 • 20' ± ;. \/£RT. 1• 2' 0 0 0 0 0) © 0 ® ® • --+ .,. -+---- CONSTRUCTION NOTES REMOVE EXISTING PCC CURB ANO GUTTER. CONSTRUCT TYPE "A" PCC CURB AND GUTTER (6" CF) PER CNB SID-182-L. =+-- ·:c 1+00 w ~ z w > <C s w -> <C w en 12: ------+- / I I i GRIND EXISTING ASPHALT 0.1' AND CAP WITH VARIABLE THICKNESS AC CAP ( 1 1/2" MIN.) TYPE 111-CJ-4000 AC FINISH COURSE. CONSTRUCT FULL DEPTH A.C. PAVEMENT. CONSTRUCT 4" SANITARY SEWER LATERAL WITH CLEANOUT PER CNB STD-406-L INSTALL 6" SDR 35. CONSTRUCT STANDARD MANHOLE PER CNB SlD-401-L INSTALL 1" WATER SERVICE PER CNS STD-502-L. PROVIDE 2" WIDE x 4" 0C RED STRIP WITH 6" TEXT -"NO PARKING FIRE LANE" FROM STA. 2+25 TO 3+30 1"0 r,1,f\-~~-t e~IST,,.6. ·-• r·---- 1+50 _, BENCHMARK: NB 4-36-74 EL 64. 775' 1976 ADJ :~-::: : =f - t:.. ... 2+00 0 •.a••t·· -t. - _"'• t·: ·;;:...-r. --·~--:]-__ --_ ·:.:~x:.::;.:f: -- --.. :-.. 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DATE ·-~,/-· 51 "' ' ,:c i -' "-I ,/ o.5ax ------- Q( c:, ! :-.; . .~• ~: "' ~ _ (BS.DO} ,s I '0_,, _ _ _ 85.51 re 85.01 Fi.. PLANS PREPARED BY: (85.65) TC /(8515) FL / DAVID W. GRAVES, P.E. 7 SANTA 1/!CTORIA AJSI£ IR\.'INE. CA 92808 (849) 853-!719 fJA\'1:' A. GR,:. :ES, q Ct: ~C 42181 DATE \P :::::;:;·STR,':.TlQN f_ <O:"{E_S 3-31-04 -------r·· • f" - ~ -+ --l---·· -~ ~--i:~----·::· ::±: -• ---! '. _,_ ___ .,;. ___ + ·-.. ,------+ - --=:·. t_ .-·=t=::::t, _ - - t· - --, j---· _----.;,......:.- -----, . 50 10 ,;; --: ::: TYPICAL STREET SECTION 9 PR/VA TE STREET STRIPING NOT ro S(:AL£ NO. DATE BY DESCRIPTION APP. REVISIONS DESIGNED: D.WG. DAIT MAR .. 200J -, --· i-. --------+---------__ ,_ .. __ --·:-:_--_-,-:-L:::,_:_-f=' ,,----'~: +--~ .:_: J.._'._ -~-~-= " -~ -=t.: ... :::=------· .-·.:+ .. -_:: .... -----F:_-, -: -:b-J-__J: l .: ~: -F: :i - : : ___ +='~,1-=c:,:•-:-s_j I --i-••• ·+-~--- - ~ - -,::,[ --,----.:r -,1 --1. -' ---· ~-"' ·:::r.. ·:-.. E. ------: ____j_____._ -----f--. -~-_-:: -.:.:_:,.~ -:::_ j -... _:_T-::_ ~ 1-··· +· ---:·~-t-: .. -~ 1:.:::.:i:· -i:~.:~i--~::_1--_ ·_-_!-_ ~ .. ·: t _--4-_-----r_- +:: -- ; ---·t· ~:-~t:.:·.l-: .:::_~-- ---_;:: ;_;-~ · -.-·.--· · :=t~ ~~ :.".· :·i.:.-±~---~~~~i -_;I.:·;_. ~:~ -':::·:-.F-_:~(::~--~_:;:~ _ _. __ ·:J._:·:--··+-~ -.:=-~:-~ f }·.· ✓ §.·-1-, ' -' j~ / 20· 15• ,o· s· o· --- / 40' ---GRAPHIC SC,41 E• PLAN AND PROFILE OF STREE.T IMPROVEMENTS FOR CARNATION AVENUE STA. 2+25.00 TO 3+30.00 SHEU 2 Of 2