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HomeMy WebLinkAboutR_5679_Sl.J... 0 >-1-0 CITY OF COSTA MESA VICTORIA 19TH " > ~ ~ ~ 0 ~ ~ ~ r ST. ORANGE COAST COLLEGE ST. " ~ " Si > ~ ~ ~ BAKER ORANGE CO. FAIR~OUNCS CITY OF IRVINE U.C.I. - --------------------- PUBLIC WORKS DEPARTMENT CONSTRUCTION NOTES & QUANTITY ESTIMATE NO. DESCRIPTION QUANTITY ©- ®--- ©-- 0-- REMOVE EXISTING A.C. PAVEMENT. !LIMITS OF REMOVAL __?ER._ PLAN) ______________ 8.9§Q. _ S.F. REMOVE EXISTING CONCRETE, CONCRETE CURB, AND/OR SIDEWALK. __ 1100L.F._CURB/~J;70 S.F._CONC. CONSTRUCT 4" ASPHALT CONCRETE OVER 12" ___ BASE MATERIAL. , ____________ 13.1§Q. _ S.F. , STRUCTURAL SECTION TO BE DETERMINED BY SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER PRIOR TO PLACEMENT OF PAVEMENT. CONSTRUCT ASPHALT CONCRETE OVER EXISTING A.C. PAVEMENT . ., MAXIMUM 12" ASPHALT CONCRETE IN 6" MAXIMUM LIFTS TO DESIRED FINISHED ELEVATION OVER EXISTING A.C. PAVEMENT. xx ____________ 19.J.800 _ S.F. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 8" CURB FACE, PER _____________ 900 _LF. CITY DRAWING STD.-I82-L. CONSTRUCT TYPE "B" P .C.C. CURB, 6" CURB.FACE, PER CITY ____________________ 9§Q. _ L.F. DRAWING STD.-I82-L. SAW CUT AND REMOVE EXISTING AC PAVEMENT, CONSTRUCT CONCRETE _____ • _______ gll,O __ L,f. CURB PER PLAN, REPLACE AC PAVEMENT IN KIND ®--CONSTRUCT CURB ACCESS RAMP, (CASE E UNLESS OTHERWISE NOTED ______________ §_. EA. ON PLAN), PER DRAWING STD.-I81-L-A a B. ®--INSTALL 6" PVC SCH 40 DRAIN PIPE, (FROM ACO DRAIN PRODUCTS 900 ____________ 1jQ. _ L.F. SERIES CATCH BASIN TO EX. STM. DRAIN MANHOLE), PIPE BEDDING PER CITY DRAWING STD-I06-L. INVERTS AS SHOWN ON PLANS HOAG MEMORIAL HOSPITAL PRESBYTERIAN @-CONSTRUCT CATCH BASIN, CURB INLET TYPE OL-A PER CITY _____________________ .__ EA. DRAWING STD.-305-L. IL=3'-6", H:4'-0"1 CONSTRUCT LOCAL DEPRESSION PER CITY DRAWING STD.-304-L ___________________ <._EA. CONSTRUCT 4" P.C.C. SIDEWALK. !WIDTH 5'-0" UNLESS OTHERWISE NOTED __________ )J)§_O __ S.F. 0-INDICATES AREA SHOWN ON LOCATION MAP WEST SERVICE ROAD PRIVATE STREET IMPROVEMENT PLAN ON PLANS). NOTE:SIDEWALK WIDTH MEASURED FROM CURB FACE. INSTALL DETECTABLE WARNING DOMES {0.9" IN DIAMETER x 0.2" _________________ 540 _ L.F IN HEIGHT), DOME SPACING· 2.35" CENTER TO CENTER, CONTINUOUS. DOME COLOR WHITE. t0L_ 4• 12· &-CONSTRUCT-~CONCRETE OVER~~-BASE MATERIAL. , _____________________ 21Q_ _ S.F. NOT TO SCALE GENERAL NOTES I. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1991 EDITION AND SUPPLEMENTS. 2. AN EARNEST EFFORT HAS BEEN MADE TO DETERMINE THE EXIS- TENCE OF UTILITIES AT THE SITE OF WORK FROM RECORDS OF THE OWNERS OF KNOWN UTILITIES IN THE VICINITY OF THE WORK. THE POSITION OF THESE UTILITIES AS DERIVED FROM SUCH RECORDS ARE SHOWN ON THE PLANS. THE SERVICE CONNECTIONS TO THESE UTILITIES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAKE HIS OWN INVESTIGATIONS, INCLUDING EXPLORATORY EXCAVATIONS TO DETERMINE THE LOCATION OF EXISTING SERVICE LATERALS OR APPURTENANCES WHEN THEIR PRESENCE CAN BE INFERRED FROM THE PRESENCE OF OTHER VISIBLE FACILITIES, SUCH AS BUILDINGS OR METER BOXES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES AND SERVICE CONNECTIONS WHICH MAY BE AFFECTED BY OR AFFECT THE WORK. HE SHALL ALSO DETERMINE THE TYPE, MATERIAL, AND CONDITION OF THESE UTILITIES, IN ORDER TO PROVIDE SUFFICIENT LEAD TIME TO RESOLVE UNFORSEEN CONFLICTS, ORDER MATERIAL, AND TAKE APPROPRIATE MEASURES TO ENSURE THAT THERE IS NO DELAY OF WORK. 4. STATIONING REFERS TO CENTERLINE OF STREET 5. CURB DATA REFERS TO FACE OF CURB 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS AND DRIVEWAYS. 8. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPER- ATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH AT (7141 644-3311 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB a GUTTER-SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE IT'S COMPATIBILITY WITH EXISTING CONSTRUCTION. 10. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATION LESS THAN 5 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES ·THAT HAZARD- OUS GROUND MOVEMENT MAY BE EXPECTED. • II. THE CONTRACTOR(SJ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE NO. 10 ABOVE FROM CAL/OSHA. 12. ELEVATIONS SHOWN ARE IN FEET PER U.S.C. a G.S. MEAN SEA LEVEL-0.S.C. DATUM. 13. ALL OPEN TRENCH WITHIN A STREET SHALL BE STEEL PLATED AT ALL TIMES, EXCEPT WHEN THE CONTRACTOR IS PHYSICALLY WORKING WITHIN THE AREA AND HAS PLACED BARRICADES TO THE SATISFACTION OF THE CITY INSPECTOR. 14. STREETS IN CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. 15. TRAFFIC CONTROL FOR THIS PROJECT SHALL BE PER THE WORK AREA TRAFFIC CONTROL HANDBOOK IW.A.T.C.H.I 1985 EDITION. 16. ALL CONCRETE SHALL BE CLASS 560-C-3250. 17. THE SOILS ENGINEER SHALL SUBMIT STRUCTURAL SECTION RECOMMENDATIONS TO THE PUBLIC WORKS DEPARTMENT BASED ON THE FINAL "R" VALUES AND TRAFFIC INDEXIESI FOR APPROVAL, PRIOR TO PLACEMENT OF AGGREGATE BASE MATERIAL. 18. SUBGRADE PREPARATION, PLACEMENT OF UNTREATED BASE, AND PLACEMENT OF A.C. PAVING SHALL BE INSPECTED AND APPROVED BY THE PUBLIC WORKS DEPT. 19. STORM DRAlN PIPE BEDDING SHALL CONFORM TO CITY DRAWING STD-106-L. 20. ALL MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE AFTER PLACEMENT OF SURFACE COURSE OF A.C. PAVEMENT. 21. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR THE CITY TO ARRANGE FOR THE NECESSARY WORK TO BE PERFORMED BY OTHERS. THESE COSTS SHALL BE CHARGED TO THE CONTRACTOR. ABBREVIATIONS SYMBOL LEGEND AC Asphalt Concrete NTS Not To Scale • POWER POLE r// 1(/////a w > "" ! "" .:: z w e '-' "" .:,." -' ~ ,,. ru PROJECT SITE~~ LOCATION MAP NOT TO SCALE BUILDING 2' 14' , STRUCTURAL SECTION TO BE DETERMINED BY SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER PRIOR TO PLACEMENT OF PAVEMENT. @-CONSTRUCT TYPE "B" P.C.C. CURB, VARIABLE CURB FACE {6" TO O") ______________ JQ_L.F. PER CITY DRAWING STD.-I82-L MODIFIED. @- @- INSTALL 5" HIGH CONCRETE BUMPER TYPICAL EACH PARKING SPACE_ --------------18_ -EA. PER CITY DRAWING STD-805-L-ASB. MAKE CONNECTION TO EXISTING CATCH BASIN. CONSTRUCT MANHOLE-______________ !_ EA. AND COVER PER CITY DRAWING STD. 309-L AND ADJUST TO GRADE. @--INSTALL PRECAST DRAIN, ACO DRAIN PRODUCTS, INC., NWIOO SERIES SLOPE CHANNEL, 900 SERIES CATCH BASIN, AND CAST IRON GRATING @- @- @- @--- WITH LOCKING DEVICE. {SALES, L.M. SCOFIELD_ CO. LOS ANGELES CA) _____________ !'~-1'_~1'!_ ADJUST MANHOLE/ CLEANOUT FRAME AND COVER TO GRADE. _____ . _______________ 13 __ EA. SAW CUT EXISTING CONCRETE. {IN LOADING DOCK AREA, USE EXISTING ____________ jQ_O __ L.F. COLD JOINT AS LIMIT OF CONCRETE REMOV ALI CORE DRiLL INTO EXISTING MANHOLE SHAFT AND INSTALL 6" PVC ___ __: _____________ _1 __ EA. SCH 40· DRAIN PIPE. GROUT AND EPOXY SEAL IN PLACE INSTALL 15" RCP 2000-D DRAIN PIPE, BEDDING PER CITY DRAWING _________________ 9_f; __ LF. STD-I06-L. INVERTS AS SHOWN ON PLAN. @-MAKE CONNECTION TO EXISTING STORM DRAIN MANHOLE PER CIT'L _________________ 2 __ EA. DRAWING STD-3I2-L. @-CONSTRUCT P.C.C. SIDEWALK, !WIDTH 6'-6") THICKNESS AND STEEL ________________ ._4_9 __ S.F. REINFORCEMENT PER THE SOILS ENGINEER RECOMMENDATIONS @--INSTALL 8" PVC SCH 40 DRAIN PIPE, BEDDING PER CITY DRAWING _________________ 4_f; __ L,F. STD-I06-L. INVERTS AS SHOWN ON PLAN. @-@- ADJUSTING EXISTING VALVE COVER TO GRADE ______________________________ ] __ £A. CONSTRUCT CONCRETE CURB ACCESS RAMP AND DOUBLE PARKING _____________________ _I ___ EA. STALLS, INCLUDING ACCESSIBILITY PAVEMENT SYMBOLS AND SIGNAGE PER UBC LATEST EDITION ( FIGS 31 -IBA AND 31-6) AND CITY DRAWING STD 181 -L-A, B. 28' A.C. PAVEMENT 1.7¼ "" , ""' <,· ~ <c.. 14 /oo u.; ":'.r'29 (j 1.7¼ TYPE "B" P.C.C. CURB, 6" CURB FACE PER CITY DRAWING STD-I82-L TYPE "A" P.C.C. CURB a GUTTER, 8" CURB FACE PER CITY DRAWING STD-182-L TYPICAL STREET SECTION (PRIVATE STREET) NOT TO SCALE .._ .. "" C,· ~ '\· 2B' 18' PARKING AREA 14' 5' TC Top Of Curb PVM'T Pavement @ MANHOLE ----EXISTING CONSTRUCTION UNDERGROUND STRUCTURES ALL UNDEROROUNO UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR Oll-lERS AND THOSE SHOWH ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX- IMATE LOCATION ANO EXTENT, TIE OWNER BY ACCEPTING Tl-lESE PLANS OR PRO- CHDING WlTH IMPROVEMUffS PUl'ISUANT Te!ERETO AGREES TO ASSUME LIABILITY AND TD HOLD IJHOERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM TI-IE EXIST- EWeE OF UNDERGROUtID UTILITIES OR STRUCT\IRES NOT REPORTED TO THE UNDER- SIGNED, NOT INDICATEtl ON THE PU8LIC REeORPS EXAMINED, LOCATED AT VARIANCE Willi THAT REPORTED OR SHOWN ON RECORDS EXAMINED. TI-IE CONTRACTOR IS REQUIRED TO TAKI': DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCT\IRES FOUND AT THE SITE, IT SJ-lALL 6E THE COIHRACTOR'S RESPONSl81UTY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES COHCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORllANCE WlTH GOIERALLY ACCEPT£0 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR W\LL er R£QUIREO TD ASSUME SOLE AND COMPLETE RESPONS19ILITY FOR JOB SITE CONDITION DURUNG TttE COURSE OF CONSTIIUCTlON OF TliE PROJECT, INCLIJOING SAFt;TY OF ALL PERSONS ANO PROPERTY, THAT THIS RE<lUIRElolfNT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE Ltll.lTE!I TO NORMAL WORKING HOURS, ANO CONSTRUCTION CONTRACTOR FURTHER AGREES TO OEFENO, INDEMNlFY. ANO HOLD DESIGl,I PROFESSIONAL HARMLESS FROM ANY ANO ALL LLABIUTY, REAL OR AL.l__EGEO, IN CONNECTION WITH THE PERFORl,IANCE Of' WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM fflE SOLE NEGLIGENCl: OF DESIGN PROFES- SIONAL. FL GB vc EXIST EX FH INV PP., ·E Flowline LP Grade Break HP Vertical Curve EP Existing CONC. Existing MH Fire Hydrant CB Invert s Power Pole w Electric SD EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.I COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6:00 PM Low Point High Poinf Edge Of Pavement Concrete Manhole Catch Basin Sewer Woter Storm Drain .0. FIRE HYDRANT ------PROPERTY LINE 0 METER BOX NEW CONSTRUCTION VALVE ---Ii.---CENTERLINE POWER POLE ANCHOR --s---SEWER LINE t1 MONUMENT ---w---WATER LINE -x-x-x-FENCE ---G---GAS LINE BLOCKWALL --E--POWER LINE 0 ·' TREE -TEL--TELEPHONE LINE C{) SHRUBBERY -TV--CABLEVISION LINE ~~~.LLL.. ASPHALT PAVEMENT -SP--SPRINKLER SYSTEM BRICKWALK ti. STREET LIGHT I · •. I .•.. • •.·.· ... ·, CONCRETE • BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 62SI" AND •GPS 6284" BEING N 16"10'09" W, PRELIMINARY. ·' IER!IGili:JIEIEIRilNIG 2098 S. GRAXD AV&. C7 SANTA ANA Cl. 92705 SUlTI A 714-~7-614-l DATE OF DRAWING: JUN 1, 1994 HOAGUTIL \ STTITI.E.DWG J.N. H17-100-0.3 BENCH MARK, ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. 8.M. NB 2-7-77 ALUMINUM CAP 3 3/ 4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD {OR SUPERIOR AVENUE! ON THE SOUTH- WEST CORNER OF A 7;-.;4,5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CUIRB FACE, SET WITH EPOXY. ADJUSTED 1986, ELEVATION= 6.551 TYPE "A" P.C.C. CURB a GUTTER, 8" CURB FACE PER CITY DRAWING STD-I82-L TYPICAL STREET SECTION WITH PARKING (PRIVATE STREET) .• "I HEREBY CERTIFY THAT THIS PLAN WAS -· P PARED UNDER MY SUPERVISION" CITY OF NEVJPORT BEACH IS SIGNED BY THE CITY OF NEWPORT l----+-----11-----------------+---I FOR c""o'-'·~0 T AND ADHERENCE TO CITY STAMh!tlIDS AND REQUIREMENT Y, THE CITY IS NO SPONSIBLE 1----+-----11-----------------+---I FOR DESIGN ASSUM S AND ~30HACY. DATE BY DESCIPTION APP'□ 1---~--~----------------~--~AF~~OV[D~--"'=-------------- tliEVISIO:-JS CITY ENGINEER NOT TO SCALE SEAL .. SHEET INDEX I. TITLE SHEET 2. STREET PLAN B PROFILE 3. STREET PLAN a PROFILE HOAG MEMORIAL HOSPITAL· PRESBYTERIAN PRIVATE STREET IMPROVEMENT PLANS TITLE SHEET & GENERAL NOTES CITY OF NEVJPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 1 OF 3 -I I I I I I I f -'- ~ 0 0 " -~ < E::: - -.------ ' --0' I 0 > = C: - , _ _,_ /! ,)· 0 a: ----------"----------------- -... -I"" -...I 10' CURB AN) 'IDEwA K --.. 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IN D:: ~ • ,...:u, --.1- L= 5. 6' = "1.19' L= 8. :3 ·"™w:=+l--l---+---l---lf-1--1--l-+--l-+-l---l----+---l-1-l--l---l-+--l-+-l---l----+---l-1-l--l---l-+--l-+-l---l----+---l-f-l--l---l-++-+---l---l----+_j-1-l--l--l--l---l--+--+-----I u .... 0 .., . -'= 5. 9' 0 . , -= , \ .9 , ~ --6.1 2' I. 5' 0 , . • . . \690 ' 6.E 4' --456' en ., 9• 00 V ow ,., u o w ' 6. l' - ~1= 3 ..... --:., '-___. ~ to N co ~ ~ oi~ ~ o ~ ~1~ m ,.._ ~ l-+-+-+-+---tc-+--+-t-+---t-+--t----;-l-+-+-++-+--1'1 .. ...,_---t-+-+---tl-+-+p-+-+---t-+-+-l-+-f--....t.,:--+ .-_+_-"'l~t-+=-il-+-+-+--+-'"''l-.1"',-+~.,,".4.,CD#-l-+-+-+-+/----J-,:!-,.f-1-t-+-"~?t.CDH-~~ ~-t-t--t,-t----t•o~m~l-o~mrl•~<>l:m~G~~ ... ~-T~oTI;::::~.,~-~..,:i-o::t.go1ot.,:i----t_,..-t-t--t-w~,_-t--t--J-t----t-t-t--t-t--t1t-t----t-t-t---J-t----t-t---:-cot--t-t--t1t-t-itr l~"f'RiliP"C>isiclfltP..,Sl~c-Ri:,_:'1. ,rtrc,,OP7ff•r'7,:Ulv,te-,u--t1t-t----t-t-t--t-t---t--'t-i V<D VU> VU> V<D VU> Jco ~~ 1~ ~~ ~~ ~~ ) 0~ m 10' C RB Tl AN IT ON ----• -0.5 )% ..,,(,Q ... co +C\I _,. --/ U)U) 1---t-+-+-+-+-+--+--t-E-§ is#w==#~ .. ~.+=~+--H~:i:-==1----l'"~1,rl-f-F.~. ..... i -1----. --------· TC 5( D Totol 314.00' 100.50' 50.68' E 314.00' 24.94' 12.48' F 18.00' 32.74' 23.13' G 18.00' 6.51' 3.29' H 18.00' 24.47' 14.55' 18.00' 12.34' 6.42' J 20.00' 8.42' 4.27' K 20.00' 12.95' 6.71' L 586.00' 6.02' 3.01' M> 20.00' 13.06' 6.78' N 20.00' 13.95' • 7.27' 0 582.00' 20.83' 10.42' p 577.00' 25.45' 12.73' Q 600.00' 86.90' 43.53' R 614.00' 88.93' 44.54' s 19.00' 9.98' 5.11' T 19.00' 25.49' 15.07' u 19.00' 10.60' 5.44' V 582.00' 20.39' 10.20' 577.00' 24.80' 12.40' X 12.00' 18.85' 12.00' y 4.00' 6.28' 4.00' Pl OP . ' o, s St OU SID iE TE 'L' N R\ ICE R >At C D >R VI E M •T L..:W T )P OF C RB T1 B: ET RI INE NT R INE 0 t1 RI NSI . -, E TII G 1F ICU B 8 10 S WI ER!f: t AV>-M . ' ...J "' "' st "' I() 0 ... <D • N <O v Y ,D IN( U, •E NT IR F)R •S E< UL RI IE . ' 0 w -·· -0. Q• N • st "' "' ,., IN PE ~Tl N AN , PP O AL 0 CUR G'A ESB' P JB IC NO K DtP. 18°20'17" 04°33'06" 104°12'35" 20°43'48" 77°53'06" 39°16'12" 24°07'03" 37°06'21" 00°35'18" 37°28'23"' 39°58'18" 02°03'03" 02"31'39" 08"17'56" 08°17'56" 30°05'58" 76'51'13" 31"58'32" 02·00·28" 02°27'47" 90'00'00" 90°00'00". ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION ANO SIZE OF THOSE TO BE USED OF ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. w ., Ill •• . st -v. • SCALE HORIZ. 1"=20' VERT. 1"=4' -0.48 . L= 8. 3' 0 .. V !:' w ----- ------i--.- 0 ., . "' ---:--. - WEST SERVICE ROAD (PRIVATE) IP'll'<'!j]il"11?<'!@ ll,y ~--- ~A'IJilITl! -1>:!i- ) @@',;r~ IENCGilN,f!:!llilNCG zogs s. GRAND .lVl:. (7 S&NT! AN! CJ. i2705 sum: ! 7U~7-814-I DA1E OF DRAWING: JUL 15, 1994 HOAGUTll\STREET-1 .DWG J.N. H17-1D0-03 "I HEREBY CERTIFY THAT THIS PLAN PREPARED UNDER MY SUPERVISION" " DAVID A. BOYLE ( ~ .C.E. 18559 UC. EXP. 6-30-97 \/ BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD !OR SUPERIOR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CUIRB FACE, SET WITH EPOXY. ADJUSTED 1986, ELEVATION: 6.551 DATE BY WAS 7-14·94- DATE DESCIPTION 111MSIOtJS -•I-- - I / I APP'D "' "' ., - - - 1---- - -i--- - Oa, • • <D <D 1,4 ¾ ----------. 5( CITY OF NE\"JPORT BEACH TH""'" •N IS SIGNED BY THE CITY OF NE'M'ORT :,- FOR C~vL,;"-..!AND ADHERENCE TQ CITY ST RDS AND REQUIREMENTS Y. THE CITY IS N SPONSIBLE FOR DESIGN ASSUMP '""'x""uRACY. APPnOVE~iY-<;n~;:;,;;-==:;:;-·_ ~--.,.:,,..-sc:::---~ CITY ENGINEER ~ - - ... - i.J - ( - 0 .. . I I , .... t I 11 ,.., CA •' '-""' 1..1 -T I ......... - CONSTRUCTION NOTES (i)- ®- @-- 0- REMOVE EXISTING A.C. PAVEMENT. {LIMITS OF REMOVAL PER PLAN) REMOVE EXISTING CONCRETE. CONCRETE CURB, AND/OR SIDEWALK. CONSTRUCT 4• ASPHALT CONCRETE OVER 12" BASE MATERIAL. x x STRUCTURAL SECTION TO BE DETERMINED BY SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER PRIOR TO PLACEMENT OF PAVEMENT. CONSTRUCT ASPHALT CONCRETE OVER EXISTING A.C. PAVEMENT. xx xx MAXIMUM 12" ASPHALT CONCRETE IN 6" MAXIMUM LIFTS TO DESIRED FINISHED ELEVATION OVER EXISTING A.C. PAVEMENT. ®--CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 8" CURB FACE, PER CITY DRAWING STD.-182-L. ©-CONSTRUCT TYPE "B" P.C.C. CURB, 6" CURB FACE, PER CITY DRAWING STD.-182-L. 0- ©- SAW CUT AND REMOVE EXISTING AC PAVEMENT, CONSTRUCT CONCRETE CURB PER PLAN, REPLACE AC PAVEMENT IN KIND. CONSTRUCT CURB ACCESS RAMP, {CASE E UNLESS OTHERWISE NOTED ON PLAN), PER DRAWING STD.-181-L-A 8 B. @-CONSTRUCT 4" P.C.C. SIDEWALK. {WIDTH 5'-0" UNLESS OTHERWISE NOTED ON PLANS). NDTE,SIDEWALK WIDTH MEASURED FROM CURB FACE. INSTALL DETECTABLE WARNING DOMES {0.9" IN DIAMETER < 0.2" IN HEIGHT), DOME SPACING 2.35" CENTER TO CENTER, CONTINUOUS. DOME COLOR WHITE. ADJUST MANHOLE /CLEANOUT FRAME AND COVER TO GRADE. ADJUST EXISTING VALVE COVER TO GRADE. 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I" =2 0' VERT. 1"=4' 6+00 CURVE DATA NO. RADIUS LENGTH TANGENT z 20.00' 9.53' 4.86' AA 20.00' 14.20' 7.42' BB 236.00' 30.95' 15.50' cc 5.00' 6.03' 3.44· DD 3.00' 4.71' 3.00' EE 300.00' 147.72' 75.39" FF 286.00' 140.83' 71.87' GG 25.00' 44.47' 30.82' HH 314.00' 3.03' 1.52' II 5.00' 7.85' 5.00' JJ 20.00' 14,65' 7.67' 20.00' 14.52' 7.60' LL 236.00' 56.61' 28.44' 250.00' 112.77' 57.36' NN 264.00' 119.09' 60.57' 6+50 DELTA 27°18'39" 40'41'37" 07°30'54" 69°06'07" 90°00'00" 28°12'46" 28"12'46" 101°54'29" 00°33'11" 90°00'00" 41°57'43"' 41°35'19" 13"44'35" 25°50'42" 25°50'42" 7+00 7+50 ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE TO BE USED OF ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. 8+00 8+50 IEN(GITFJIEfi:ffiITNtG 20~ S. GFWm AV&. C7 S!NTA 00 c.\ 82705 sum: & 'l'U.-g57-6144 DATE OF DRAWING: JUL 15, 1994 H0AGlJTIL\STREET-2.DWG J.N. H17-100-03 9+00 BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CAL1F. B.M. NB 2-7-77 ALUMINUM CAP 3 3/ 4 1NCH DIAMETER ON THE SOUTHERLY S1DE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD {OR SUPERIOR AVENUE] ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK -OF THE CUJRB FACE, SET WITH EPOXY. ADJUSTED 1986, ELEVATION= 6.551 DATE ( • ~ ~ • : 01t0 01.:5 9+50 ---._ ·--... _ ···-----... _____ - SCALE• !' = 20' BY DESCIPTION l"li!VlSlO~S IAREDST ,--... 10+00 10+50 11+00 CONSTRUCTION NOTES CON'T ®- @- @- CONSTRUCT P.C.C. SIDEWALK. IWIDTH 6'-6"1 THICKNESS AND STEEL REINFORCEMENT PER THE SOILS ENGINEER RECOMMENDATIONS INSTALL 8" PVC SCH 40 DRAIN PIPE. BEDDING PER CITY DR AWING STD-106-L. INVERTS AS SHOWN ON PLAN. CONSTRUCT CONCRETE CURB ACCESS RAMP AND DOUBLE PARKING STALLS, INCLUDING ACCESSIBILITY PAVEMENT SYMBOLS AND SIGNAGE PER USC LATEST EDITION l FIGS 31 -18A AND 31-6 l AND CITY DRAWING STD 181 -L-A, B. APP'D CITY OF NE\·JPORT BEACH f'HfS____PLAN IS SIGNED BY THE .CITY OF NEWPORT ~M FOR C ~T AND ADHERENCE TO CITY STA .. DS AND REQUIREMENT:, --.ml Y. THE CITY IS NO ~SPONSIBLE FOR DESIGN ASSUM,-,•~ AND • ACY. tw;:;-;ov.:o -------------CITY ENGINEER ~~==-- DITTS.-....__ ~P 01 OS D A TEiL TJP OF C RB I , r E. IS ING It_ Fl ISH.D SU F, CE • ~ E. IS ING w~s ER y TO ' F UI B INI H D U, FA~E AT 14 --·- I ~E IS ING Fl US ED S RF C A I , ., ~ ~ E:e-;--c----r---r--i---i- CONSTRUCTION NOTES G)- ®-0- ©- ®- REMOVE EXISTING A.C.' PAVEMENT. (LIMITS OF REMOVAL PER PLAN! REMOVE EXISTING CONCRETE, CONCRETE CURB, AND/OR SIDEWALK. CONSTRUCT 4• ASPHALT CONCRETE OVER x STRUCTURAL SECTION TO BE DETERMINED APPROVED BY THE CITY ENGINEER PRIOR PAVEMENT. 12" BASE MA TERI AL. x BY SOIL ENGINEER AND TO PLACEMENT OF CONSTRUCT ASPHALT CONCRETE OVER EXISTING A.C. PAVEMENT. xx xx MAXIMUM 12" ASPHALT CONCRETE IN 6" MAXIMUM LIFTS TO DESIRED FINISHED ELEVATION OVER EXISTING A.C. PAVEMENT. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER. 8" CURB FACE. PER CITY DRAWING STD.-182-L. ®-CONSTRUCT TYPE "B" P.C.C. CURB. 6" CURB FACE. PER CITY DRAWING STD.-182-L. 0- ©-- ®- SAW CUT AND REMOVE EXISTING AC PAVEMENT, CONSTRUCT CONCRETE CURB PER PLAN, REPLACE AC PAVEMENT IN KIND. CONSTRUCT CURB ACCESS RAMP, {CASE E UNLESS OTHERWISE NOTED ON PLAN). PER DRAWING STD.-181-L-A 8 B. INSTALL 6" PVC SCH 40 DRAIN PIPE, {FROM ACO DRAIN PRODUCTS 900 SERIES CATCH BASIN TO EX. STM. DRAIN MANHOLE), PIPE BEDDING PER CITY DRAWING STD-106,L. INVERTS AS SHOWN ON PLANS @--CONSTRUCT CATCH BASIN, CURB INLET TYPE OL-A PER CITY DRAWING STD.-305-L. {L:3'-6", H:4"-0"1 SEAL HOAG HOSPITAL STREET IMPROVEMENT PLAN WEST SERVICE ROAD (PRIVATE) STA. 6+00.00 TO STA. 10+41.59 CITY OF NE~JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 --, ; ' I' C ,. : ' • l C >. ,- r; "'--- C l,.' 0 ._