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HomeMy WebLinkAboutR_5268_S~ I J\) ~ ~ ~ 4-.. -l\) \-,: :t: (,,, ~ CITY OF COSTA MESA 'I' IC lO I I..; ,, C ¼ 0 l/4 'h ¼ I I I Gi:IAFHIC SCAU IN MIU!, • 0 • • ◄ < " SYMBOL LEGEND -0-PO\'/ER POLE 0 MANHOLE 'O' Fl RE HYDRANT a t.1 ETER DO)( -®-VALVE r P-01.'/[f'\ POLE At:CHOR b, t.1 Orl U t.1 ENT _ .,._~ -FENCE 9LOCK \'/ALL LJ.Lr.bL:t :2,,;:,;:,; C 0 i5!2?" ~ .I I .. • . . I l...:,·C.:., _ _; ;..1 TREE SHRUEl0ERY ASPHALT PAVEt.1EUT DRICI( l,'/ALK CONCRETE 0 A I( f I EXISTINQ CONSTRUCTION NEW CONSTRUCTION -·-r!-CENTERLINE ABBREV. LEGEND TC -TOP OF CURB FL -FLOW LINE C :, --,. C q -··-s-SEVIER. LINE FS -FINISHED SURFACE R/1'/-RIGHT OF V/AY -----w-V!ATER LINE HP -HIGH POINT --~-OAS LINE. GB -GRADE BREAI( CF -CURVE FACE -ti-PO\'/ER LINE -r.:r,-TELEPHONE LINE -rv-CADLEVISION LINE -,;;,-SPRINl(L ER SYSTEM 3:l: STREET LIGHT EMERGENCY TELEPHONE AG[NCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORtJIA EDISON COMP.\NY PACIFIC TELEPHONE COMPANY NUMBERS 634-0251 835-5200 999-5715 640-2221 U.Nl'l'llSl 11 CITY OF NEWPORT BEACH {PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA 96 2-2 4 11 EXT 222 642-3260 COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT 720-2056 t-800-422-4I33 u ' ' LOCATION ~v1AP S CALE: 1" ,200' N A~.1 f DISPATCHER .BILL MclNTOSH BILL BADSGARD PAUL MALKEMUS 8 GLEN STANDAGE CONTROL CENTER CHARLIE ROMAN DAVID ANTHONY OPERATOR (Q)JF CKTY NJEWPOIRT PUJRJLKC WOJRJK§ BEACH IDEJPAJRTMJEN1r ADJACIENT TO Cl~Ff. DRIVIE PARK ( C -2477} APPROVED BY: 4.vg<,.,J41 U u DATE: 8-'Z.7-Bs- PUBL WORKS DIRECTOR, R.C.E. No. 12806 tO~STRUCTIOl\l NOTES QUANTIY Q)coNSTRUCT TYPE'A' CURB AND GUTTER PER C.N.B. STD PLAN_ N?. 182.-L _____________ _ ~ CONSTRUCT CURB INLET TYPE 0. L .. PER C.N.B. STD. PLAN N0.306-L(L= 7.0,H= lo.c. L ______________ -- @coNSTRUCT LOCAL DEPRESSION PER C.N.B. STD. PLAN NO. 304-L. MODIFIED PER DETAIL ® --__ --~ OVERLAY EXISTING A.C. PER .TYPICAL SECTION SHEE.1.. L __________________ ------ - --- @sAWCUT AND REMOVE 1!i REPLACE EXISTING A.C.,WITH I" 'AC TYPE Ill-C3-AR 4000, OVER 3" AC TYPE Ill -82 AR 4000 OVER 4" BASE COURSE __________________ _ mCONSTRUCT 8" TO 6" TRANSITION CURB FACE _____________________ _ 808L.F. I EA. I EA. 30TONS • ,,. P'!lDP05ED TYPE A CURS, GUTTER / 2' 185 TONS AC,I50 TONS REMOVAL, I60TONS AB 2 5 L F 9 0 L F EA ' SHEET I OF 2 SHEET 2 OF 2 TITLE SHEET, VICINITY t.lAP, LOCATIOtJ t.lAP,ltJDE)( OF SHEETS, GENERAL NOTES AND CONSTRUCTION NOTES. PLAN AND PROFILE OF CLIFF DRIVE FROM SAN BERNARDINO AVE. TO RIVERSIDE AVE . cXISTi/J6 R~F c.uRB FACE 4 ''• _ ?.&'/• VAR//:5 _____ 1. /1 5AWCUT ~ Re:MDVE EX· A,C:.., PAVEMENT (R WRIES 4.0°/, -,:;.•'/.) TYPICAL SECTION FROM STA s+oo TO STA 12+95 I. NOT TO SCALE ALL \'/ORI( DETAILED QtJ THESE PLAtJS TO BE PERFOR:.1ED U;-.JDER CONTRACT SHALL, EXCEPT AS OTHERl'/ISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONSTRACT'§ SPECIAL PROVISIOtJS, BE CONSTRUCTED lfJ ACCORDAtJCE l'/ITH THE STAtJDARD SPECIFICAT\OrJS FOR PUBLIC \'/ORl(S COtJSTRUCTIOtJ, 1985 EDITIO;J'' AtJD SUPPLEtlEtJTS. 2. STATIONING REFERS TO CURB LINE OF STnEET 3. EXISTING UNDERGRourm UTILITIES ARE SHOl'/tl AS PEn AVAILABLE RECORDS. THE COtJTRACTOR SHALL BE RESPONSIBLE FOR VERIFYl;JG THE ACTUAL LOCATION AtJD ELEVATIOtJ JrJ THE FIELD FrtlOR TO BEGltHJltJG CO.JSTnUCTIOtJ OF rJE\'/ UTILITIES. 4. ALL STANDARD PLANS REFER TO THE CITY OF NEl'/PORT BEACH STAtJDARDS UtJLESS OTHERV/ISE NOTED. \2)cONSTRUCT 18" (1250-D)R.C.P. STORM DRAIN------------------------~-REMOVE EXISTING DRAINAE>E SYSTEM.INCLUDES REMOVAL OF GRATE INLET AND PATCH-------(n\ BACK, ABANDON 12" CMP, REMOVE EXISTING CATCH BASIN_. LOCAL DEPRESSION,ABANDON 12' ACP GUTTER 24 TYP. 5. CURB DATA REFERS TO FACE OF CURB. \::'.)REMOVE El<ISTING A.c.-To CONSTR,UCT NEW CURB~ GLITTER--------------~ CONSTRUCT CONCRETE VALLEY GUTTER A ADJACENT PATCH BACKS PER DETAIL @-______ _ 2.4 TONS LS 6. ALL EXPOSED COIJCRETE SURFACE_S SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINlflJG CURBS AND V/ALl<S. PROJECT BllENCH IN THE NORTHWEST PART OF THE INTERSECTION OF IRVINE AVENUE AND I 5TH STREET: 32.5 FEET NORTHWESTOFTHE CENTERLINE OF IRVINE, 44.3 FEET NORTHEAST OF THE CENTERLINE OF 1 5TH,IN THE TOP OF THE SOUTHEAST CORNER OF A 4.5 BY 1 9.5 FOOT CONCRETE CATCH BASIN. LEVEL WITH THE SIDEWALK o.c.0. NB B-14-70 ICJ7c,, ELE.V.A-TION 6:2.172 ENGINEER'S NOTICE: 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF All PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNOERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEROEN, AGREES TO ASSUME LIABILITY AND TO HOLD_ THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPOATEJ OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. P.C.C. CUR~ A.C. tr:::" ,., "· ,. ··, . . .. . •'/·.:· .. ·_'·:X· STD.182-L TYPE "A"CD la'i GUTTER DETAIL CD PRoP05ED CONCRETE cuRe, • Gun:u•. 2' 7. ALL U;-.JDERGROUtJD r/ORI( SHALL BE cor.lPLETE PRIOR TO PAVltJG 8. ALL ELEVATIONS SHOl'/N ON THESE PLANS ARE IN FEET ABOVE USC El G.S. ~lEAtJ SEA LEVEL (r.1.S.L.) DATUt,1 C.ROWN LIN\': PATCl-lBAC!<-'+ 4- \....__ SAWCUT .L Rl=.MOVE: ex. A.C- TYPICAL SECTION FROM STA 5 + 51. 49 TO STA 8 t 00 S 12 t95 TO 13 t 69. 04 NOT TO SCALE BASIS OF' 8E,AR.IN6J PLANS PREPARED BY: 601 N. I'arl;center Dr.• Suite 1~ SantaAna, Cal;[ornia92705 (714) 836-1/455 TFACT CJ!Cl -1z..1vi::.-re1pR., AVI=.-. N 5Cl • 44 1 !:5d1 E--Tl TLE SrlEET R -5ZG8-S ALAN R. SHORT R.C.E. 30873 DATE SHT. I OF 2 J .N. 252.0IA I i:;,+oo CP+DO 7+DO II +oo 1-2.fOD 601 N. Parkcenter Dr.· Suite 104 SantaAna, Califomia92705 (714)~36-4455 . . DATE BY DESCRIPTION REVISIONS CONSTRUCTION NOTES Q)coNSTRUCT TYPE "A' CURB ANO GUTTER PER C.N.B. STD PLAN NO 182-L ff-coNSTRUCT CURB INLET TYPE O.L. PER C.N.B. STD. PLAN NO. 306-L0.=1.o:H=6.6) . @coNSTRUCT LOCAL DEPRESSION PER C.N.B. STD. PLAN NO. 304-L.MODIFIED PER {)ETAILe ©-OVERLAY EXISTING A.C:_ PER TYPICAL. SEC.Tl ON SHEET I ® SAWCUT AND REMOVE & REPLACE EXISTING A.C., WITH 111 AC TYPE Ill -C3 - AR 4000, OVER 3" AC TYPE Ill -B2 -AR 4000 <:>VER 411 l3ASE COURSE ®-coNSTRUCT a" TO 6" TRANSITION CURB FACE (z)coNSTRUCT (8'' (1250-0) R.C.P. STORM. DRAIN. • @-~E~ ... ~~~ sEfJ~TtsG DRAINAGE SYSTEM, INCLUDES REMOVAL OF GRATE INLET (q\--, ANDON 12." CMP, REMOVE EX. CS A LOCAL PEP ABANDON 12" ACP. \__.'.) REMOVE EXISTING A. C• TO CONSTRUCT NEW CURS ~ GUTTER. • @--CONSTRUCT CONCRETE VALL.EY GUT_TER a ADJACENT P.ATCH BACKS PER DEl;AIL ® APP'D. 2.' APPROVED G" BASE MATERIAL SECTION A-A CONCRETE VALLEY NOT TO SCALE 6.<2.U CLIFF STREET z' "" 0 0 GUTTER DRIVE IMPROVEMENT • PUBLIC WORICS DIRECTOR R.E. NO / 2.f]a5 ADJACENT TO CLIFF DRIVE PARK DAT"'--------"EJ"'---_,.2.e;?c..-___. C.'-----------1 DESIGNED LAG DRAWN 0AK CITY OF rJ~\'JPORT Btl\.Cl·l R-5ZG5.-5 CHECKED ., v A DATE >--<-r\ 7-H:,-ee, PUBLIC WORKS DEPARTMENT SHEET2 OF2.