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HomeMy WebLinkAboutR_5965_SCITY OF COSTA MESA PAC/Ftc ~ PROJECT LOCATION JOHN WAYNE > AIRPORT if UN\1/£.RSITY VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE P0<1 FIRE HYDRANT BLK BLOCK CATV CABLE TV fill WATER METER Cl CAST IRON STREET LIGHT PULL BOX (f_ CENTERLINE lltl CNB CITY OF NEWPORT BEACH cm TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR ~ STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC @ WATER VALVE EC END CURVE ~ GUY WIRE ECR END CURVE RETURN EVC END VERTICAL CURVE A SURVEY MONUMENT EXIST EXISTING FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE ® VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE Ell IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END Ill] CABLE TV PULL BOX IP&T IRON PIPE AND TAG + LT LEFT CORING LOCATION MAX MAXIMUM MJ MECHANICAL JOINT <El ELECTRICAL MANHOLE MIN MINIMUM [El ELECTRICAL PULL BOX MOC MIDDLE OF CURVE NG NATURAL GROUND bud BUILDING N NORTH NTS NOT TO SCALE ----EXISTING CONSTRUCTION NO NUMBER OG ORIGINAL GROUND - ---PROPERTY LINE PE PLAIN END NEW CONSTRUCTION PROP PROPOSED PB PULL BOX ---(f_---CENTERLINE RCP REINFORCED CONCRETE PIPE RET RETAINING -··-S-··-SEWER LINE RT RIGHT SCH SCHEDULE -···-W-···-WATER LINE (DOMESTIC) s SEWER -···-RW-···-RECLAIMED WATER (OCWD) sco SEWER CLEANOUT SMH SEWER MANHOLE ---G-- -GAS LINE SHT SHEET SW SIDEWALK --E--ELECTRICAL LINE s SOUTH SCE SOUTHERN CALIFORNIA EDISON --T TELEPHONE LINE SQ SQUARE .. -CATV-CABLEVISION LINE STL STEEL T TELEPHONE 1 0 ru lFoR PUBLIC WORKS DEPARTMENT KINGS ROAD RECONSTRUCTION PROJECT APPROVED: APPROVED: - PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 DEPUTY PUBLIC WORKS DIRECTOR / CITY ENGINEER R.C.E. NO. 47961 PROJECT LOCATION CLIFF R c:: -' z <.!) <ii KINGS RD COAST HIGHWAY /\ DATE: _____ _ DATE: _____ _ EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY NIGHT (800) 624-8153 (800) 611-1911 (800) 332-1321 --SP--SPRINKLER SYSTEM w W/ -x-x-x-FENCE WEST/WATER WITH CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE ORANGE COUNTY WATER DISTRICT (949) 644-3011 (949) 644-3717 (714! 962-2411 (714 542-6222 (714 378-3200 LOCATION MAP NOT TO SCALE I AS-18UILTI BLOCK WALL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF KINGS ROAD BEING SHOWN AS S74'57'00"E AS SHOWN ON TRACT NO. 1219, MM 38/26 BENCHMARK: :5K-24A-82 aEV-19.25 DESCRIBED BY OCS 2002 -FOUND 3 3\4" OCS ALU~INUM BENCHMARK DISK STAMPED ":iK-24A-82", SET IN lliE TOP or A CONCRETE BRIDGE DECK. UONU~ENT IS LOCATED IN lliE SOUlliV.EST CORNER or lliE INTERSECTION or PAClAC COAST HIGHWAY AND NE\\FORT BAY CROSSING, 42 fl, SOUlliERLY or 1liE CENTERLINE or PCH AND 37 fl. EASTrRLY or lliE V,EST ENO OF 1HE SOUTI-IERN GUARD RAIL ALONG BRIDGE. MONUMENT IS SET LE'v'EL \',HH. lHE SIDEWALK. CONSULTANTS, INC. CIVIL ENGINEERS 12377 Lewis SL 1101 Gorden Grove CA. 92840 P. 714-740-8840 F. 714-7-4-0-8842 RCE 34559 EXP. 9 30 09 ~at IJ. ~ ., rm. 3455 9/30 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MARK HARMON GEORGE MURDOCK ANTONY BRINE, RCE 45521 GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR CITY TRAFFIC ENGINEER DATE: DATE: DATE: GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAcrs SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES CD REMOVE EXISTING PAVEMENT AND BASE AND EXCAVATE FOR PROPOSED STRUCTURAL SECTION ® CONSTRUCT 4" THICK AC PAVEMENT @ CONSTRUCT 6" THICK CRUSHED AGGREGATE BASE 0 REMOVE EXISTING ROLLED CURB & GUTTER AND RECONSTRUCT PER DETAIL SHEET 2, CURB FACE TO MATCH EXISTING ® REMOVE EXISTING CROSS GUTTER AND RECONSTRUCT PER CITY OF NEWPORT BEACH STD PLAN 185-L ® REMOVE EXISTING DRIVEWAY AND RECONSTRUCT PER DETAIL SHEET 2, WIDTH PER PLAN 0 REMOVE EXISTING PCC CONCRETE AND DRAIN PIPE ® ADJUST EXISTING MANHOLE FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH STD PLAN 111-L ® CONSTRUCT FULL DEPTH AC, 1' WIDE REMOVE EXISTING CATCH BASIN AND BACKFILL WITH AC. BACK FILL STORM DRAIN LATERAL WITH SLURRY AND PLUG AT UPSTREAM CONSTRUCT CURB OPENING CATCH BASIN WITH MANHOLE IN GUTTER PER CITY OF NEWPORT BEACH STD PLAN 300-L-A @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD PLAN 304-L @ CONSTRUCT 18"0 RCP STORM DRAIN @ CONSTRUCT JUNCTION STRUCTURE N0.2 PER CITY OF NEWPORT BEACH STD PLAN 310-L @ CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN 182-L @ ADJUST UTILITY COVER TO GRADE (BY OTHERS) CONSTRUCT TRANSITION FROM ROLLED CURB & GUTTER TO CURB AND GUTTER, TYPE A(6" CF) PER CITY OF NEWPORT BEACH STD PLAN 182-L REMOVE EXISTING CROSS GUTTER SPANDERAL AND RECONSTRUCT PER CITY OF NEWPORT BEACH STD PLAN 186-L REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH STD 116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. REPLACE ALL CENTERLINE TIES, LOT CORNER PINS ETC., DISTURBED BY WORK. CONSTRUCT 6" THICK PCC CONCRETE REPLACE EXISTING GUTTER IN KIND PER DETAIL SHEET 5 ADJUST EXISTING WATER VALVES AND 4TT VALVE BOX TO GRADE (BY OTHERS) REMOVE 6' LONG PORTION OF EXISTING 8" VCP SEWER AND RECONSTRUCT. JOIN TO EXISTING SEWER PER DETAIL SHEET 2 ADJUST EXISTING LAMPOLE/TERMINAL CLEANOUT TO GRADE PER CITY OF NEWPORT BEACH STD PLAN 111-L DISPOSITION NOTES IT] PROTECT IN PLACE. 1 2 3 4 5 6 7 8 9 10 11 12-16 17 REVIEWED: SHEET INDEX TITLE SHEET TYPICAL SECTIONS AND DETAILS STREET PLAN FROM CLIFF DRIVE TO STA. 14+13.39 STREET PLAN FROM STA. 14+13.39 TO STA. 19+00.00 STREET PLAN FROM STA. 1.9+00.00 TO STA. 24+25.00 STREET PLAN FROM STA. 24+25.00 TO STA. 29+50.00 STREET PLAN FROM STA. 29+50.00 TO STA. 35+00.00 STREET PLAN FROM STA. 35+00.00 TO STA. 40+25.00 STREET PLAN FROM STA. 40+25.00 TO STA. 45+00.00 STREET PLAN FROM STA. 45+00.00 TO STA. 49+50.00 STREET PLAN FROM STA. 49+50.00 TO CLIFF DRIVE SIGNAGE AND STRIPING PLAN TRAFFIC CIRCLE PLAN TITLE SHEET C-4095 i.v!..JJ. .. J ~ • KINGS ROAD RECONSTRUCTION PROJECT MIHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNEID: DRAWN: SD NC CHECKED: DATE: SD 03 31 09 From. Cliff Drive To Cliff Drive COYV @It= L\'l!Et"Jlji)@L9JY lEJIEACC:3 PUBLIC WORKS DEPARTMENT R-5916-S SHEET 1 OF 17 ·' N'LY R/W 11' 2' f o' 30' 30' 17' 17' PROPOSED ROLLED PROPOSED ROLLED , C&G (SEE PLAN FOR C&G (SEE PLAN FOR\ 2' l ' LOCATION) LOCATION) \ -~ / ARIES VARIES _,_ - 11 ' S'LY R/W I ----✓-;~r,-V I ---/\ ' I .,_ ~ _J -------r----/;-----7 I f '. · · __ c.=--------:::::::::::::::.::::--------:----------------=:-=~-=-==----------f.:. · --•. --_ ·• ' I \ •'• '. I \ --------------. \ • ·•• J ~ -<-=-~:~s 4":C/6"AB --,:DET•L "A"_/_, THIS SHEET THIS SHEET TYPICAL SECTION KINGS ROAD N.T.S. 24" 6" 18" ' R=1/2" R=12" ~ -I R=1/2" -• ~1 (/) •· L..I. -N • a:: -•· i--.. ;; -H • . . • •· L=6' PROPOSED 8" VCP L EXISTING 8" VCP [- EXISTING 8" VCP y --l=I- -=1 5' TRANSITION FROM ROLLED CURB TO 6" CURB FACE ---..,_ 8" RUBBER MECHANICAL COUPLING WITH STAINLESS STEEL BANDS, FERNCO OR CAULDER (TYP.) ~--"S-=E'-'--WC....CCEC..C...RC......C....C.RE=C-"--O-"-N'-'-S-"-T--'-'R....C...U"--C"--T'-'-1O..C....C....CN-"DC....CE"--'T....C...A=IL~ 'e;,/ NTS ('.) ~ OU z - <1'.: t;:; 1-X =i w 17 u 6 "--.___ EXISTING ---....... ORI WAY "- (SEE PLAN FOR DRIVEWAY WIDTHS) ('.) ~ OU z i--: <1'.: (/J 1-X 17 aw .---A :s:z <1'.: - 5' TRANSITION FROM ROLLED CURB TO 6" CURB FACE CONSTRUCTION NOTES REMOVE EXISTING PAVEMENT AND BASE AND EXCAVATE FOR PROPOSED STRUCTURAL SECTION CONSTRUCT 4" 11-IICK AC PAVEMENT CONSTRUCT 6" 11-IICK CRUSHED AGGREGATE BASE REMOVE EXISTING ROLLED CURB & GUTTER AND RECONSTRUCT PER DETAIL 11-IIS SHEET, CURB FACE TO MATCH EXISTING REMOVE EXISTING CROSS GUTTER AND RECONSTRUCT PER CITY OF NEWPORT BEACH STD PLAN 185-L REMOVE EXISTING DRIVEWAY AND RECONSTRUCT PER DETAIL 11-IIS SHEET, WIDTI-1 PER PLAN REMOVE EXISTING PCC CONCRETE AND DRAIN PIPE ADJUST EXISTING MANHOLE FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH STD PLAN 111-L CONSTRUCT FULL DEPTI-1 AC, 1' WIDE REMOVE EXISTING CATCH BASIN AND BACKFILL WITI-1 AC. BACK FILL STORM DRAIN LATERAL WITI-1 SLURRY AND PLUG AT UPSTREAM CONSTRUCT CURB OPENING CATCH BASIN WITI-1 MANHOLE IN GUTTER PER CITY OF NEWPORT BEACH STD PLAN 300-L-A CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD PLAN 304-L DETAIL "A" r,'\ ROLLED CURB AND GUTTER DETAIL ;;: z <1'.: 0 EXISTING ROLLE~CURB FACE _=:-i _ (/J-+--,~--t-_SAWC_U_T _AN_D _JOIN ___ -+--~-(/)+-~-_C_ EXISTI~ ROLLED CURB FACE CD ® 0 0 ® ® 0 ® ® @ @ @ @ @ @ @ CONSTRUCT 18"~ RCP STORM DRAIN CONSTRUCT JUNCTION STRUCTURE N0.2 PER CITY OF NEWPORT BEACH STD PLAN 310-L CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN 182-L ADJUST UTILITY COVER TO GRADE (BY 011-IERS) ~1-----------,N-ccT=s-~--------- TRANSITION FRO~Jl ROLLIED CURie @7 TO 0° CU:F:IS FACIE NTS N VARIES JOIN ---A ® ___ D_RI_V_E_W_A_Y_D_E_T_A_IL __ _ NTS {FOR ADDRESSES: 1521, 1500, 1110, 1 001, 901, 801 602, 510, 502, 420, 321, 208 KIGNS ROAD) z 0 2' "'? 2' 0 @ z <1'.: I- => u ;;: <1'.: (/J VARIES ::---;,:: SECTION A-A NTS ,.--FLOWLINE _[ -----~~------ __'{ARIES __ _ @ @ @ CONSTRUCT TRANSITION FROM ROLLED CURB & GUTTER TO CURB AND GUTTER, TYPE A(6" CF) PER CITY OF NEWPORT BEACH STD PLAN 182-L REMOVE EXISTING CROSS GUTTER SPANDERAL AND RECONSTRUCT PER CITY OF NEWPORT BEACH STD PLAN 186-L REMOVE AND REPLACE 1\111-1 NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH STD 116-L. 11-IE SURVEY MARKER SHALL BE PROTECTED IN PLACE. REPLACE ALL CENTERLINE TIES, LOT CORNER PINS ETC., DISTURBED BY WORK. CONSTRUCT 6" 11-IICK PCC CONCRETE REPLACE EXISTING GUTTER IN KIND PER DETAIL SHEET 5 ADJUST EXISTING WATER VALVES AND 4TT VALVE BOX TO GRADE (BY 011-IERS) REMOVE 6' LONG PORTION OF EXISTING 8" VCP SEWIER AND RECONSTRUCT. JOIN TO EXISTING SEWIER PER DETAIL 11-IIS SHEET @ ADJUST EXISTING LAMPOLE/TERMINAL CLEANOUT TO GRADE PER CITY OF NEWPORT BEACH STD PLAN 111-L DISPOSITION NOTES IT] PROTECT IN PLACE. I AS-BUILTI C-4095 REVIEWIED: TYPICAL SECTIONS AND DETAILS DM§ CONSULTANTS, INC. CIVIL ENGINEERS 12.'.577 Lewis St /101 Gcrdffl Grow CA. 92B40 P. 714-740-8840 F. 714-740-8842 ~~ai I.I. ;;J tlO. 3455 9/30 1---+-----+---------------------4M~~~~ ~CE~::4 KINGS ROAD RECONSTRUCTION PROJECT From Cliff Drive To Cliff Drive SURENDER M. DEWAN RCE 34559 EXP. 9/30/09 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC CHECKED: DA TE: SD 03 31 09 ~DVV «:»~ L\'l~tJ~@WJ"ii" !ID~&©~ PUBLIC WORKS DEPARTMENT R-5916-S SHEET 2 OF 17 91 90 89 88 87 f::!~ cd 0, + 0, C I- 92 (/) 91 90 89 88 EXIST. CROSS GUITER 91 90 89 88 87 \ 5 9 10+00 JOIN EX)ITf (89,ZO)FL (89,67 • 10 .- V) ~ -I ~ -~ <O ls !" -.J 0 I "' 0 ~ ~ ti el ~ II ST 10+44.85 JOIN EXIST. C&G (87.14)TC,(86.79)Fl I EXIST. SL'Y FLOWUNE PROFILE c;: ;::: c:i 0, 50' V.C.-P/=90.63-ST 10+75 ' ~ 12 . "' 0::, I .,_ C, o; "' 0::, + C, - .-9 IQ 12 + ~ C, -c:i 0) .--:::;; 12 "' "' c:i e . EXIST. NL 'y FL OWL/NE ~ _ PROFILE ~ / / / JOIN -- ~ <., 12 Cl. :g I • o-c, 0) + -- 12 0::, "' ..: 0) c;: a' 0::, c:i 0, 11+00 I I I I 12011 1 CENTERLINE CURVE DATA 0 RADIUS LENGTH DELTA 1 80.00' 146.14' 104'00'00" SCALE: 1=20' -- - R=1.80% -- J EXIST. DRll£WAY TANGENT 103.63' -- I I I c;: 0::, -c:i 0, EXIST. SL 'Y FLOWUNE __£PROFILE - 100' V.C.-P/=91.98-ST 11+50 ---12 i;l ")' "' + --0) - PROPOSED FINISHED SURFACE@ CENTERUNE ------ ~12 kJ rt 6c:::i C,o, + "' - 12 -C, -e c;: ~ c:i 0) 12+00 - R=2.49% - EXISTING FINISHED SURFACE@ CENTERLINE -- --- PROPOSED NL'Y FLOWLINE PROFILE ------~---~-~-~-------- 1 1 7 \ ------CJOJN - KINGS ROAD (C ST 10+00.00 PR/VA TE DR.= ST 11+25.00 KINGS RD _1_1 ________ -==1=-------------c.JO/N 12 267.25' 1 2 19 7,- 1 I I 120011 EXIST. DRll£WAY "" " t'J 0 ,-.: <ti V) ->< ct kJ -"' .... cl V) ..., DMS CONSULTANTS 1 INC. C I V I L ENGINEERS 12377 Lewis Sl 1101 Gaden Grc'l'!I CA. 92840 P. 714-7.0-8640 r, 714-740-8342 SURENDER M, DEWAN RCE 34559 EXP, 9/30/09 EXIST. DRIVEWAY \ 1921 I l -· c;: 0, (C r-.: 0::, 12 ~ <ti 0::, c;: ffi ~ 1J+OO R=0.9J% PROPOSED SL'r FLOWL/NE PROFILE 100' V.C.-P/=87.00-ST 13+50 ----- ~ ~ ,;!; - - PROPOSED FINISHED SURFACE@ CENTERLINE EXIST. NL 'y FLOWUNE -------£PROFILE ------ I / EXIST. DRll£WAY 11901 1 02/23/10 AS BUILT NO. DATE DESCRIPTION OF REVISIONS "'C.: c;: '<lo,' -c;: "' -u.,, <ci ... ><to 0::, ~ l..ij~ - ~ c;: :;,i c;: C, "' .,, -<ci -... + <ci 0::, ,.. 0::, - -R=0.30% 12 -C, r-.: 0::, c;: (C "' r-.: 0::, 14+00 0, c;: ..., ~~ + r-.: ,.. 0::, -'- 90 89 88 PROPOSED SL 'y FLOl'.t/NE PROFILE """ I-w w I en w w en w z ::J I ~ <( :::;: u w I Ol I') . I') ~ + """ ~ I- en REVIEWED: 87 86 90 89 88 87 86 89 88 87 86 NOTE:- CURB FACE AND WIDTH OF EXISTING ROLLED CURB AND GUTTER VARIES THROUGHOUT THE PROJECT LIMITS AT LOCATIONS WHERE THE PLAN IND/CA TES RECONSTRUCTION OF CURB AND GUTTER, CONTRACTOR TO RECONSTRUCT TO MATCH EXISTING CURB AND GUTTER UNLESS IND/CA TED OTHERWISE. PROFILE SCALE HORIZ. 1"=20' VERT. 1•=21 CONSTRUCTION NOTES 0 ® 0 0 ® 0 @) REMOVE EXJSnNG PA VEM£NT AND BASE AND EXCAVATE FOR PROPOSED STRUCIURAL SECnON CONSTRUCT 4• THICK AC PAVEMENT CONSTRUCT 6" THICK CRUSHED AGGREGATE BASE REMOVE EXISnNG ROLLED CURB & GUTTER AND RECONSTRUCT PER DETAIL "A• SHEET 2, CURB FACE TO MATCH EXJSnNG REMOVE EXJSnNG CROSS GUTTER AND RECONSTRUCT PER C/1Y OF NEWPORT BEACH SID PLAN 185-L CONSTRUCT FULL DEPTH AC, 1' Vr1DE REMOVE AND REPLACE Vr1TH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH SID 116-L THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. REPLACE ALL CENTERLINE nEs, LOT CORNER PINS ETC., DISIURBED BY WORK. DISPOSITION NOTES ~ PROTECT IN PLACE I AS-BUil Ti C-4095 STREET IMPROVEMENTS .J ~ Ml HAEL J. SINACORI, RCE 46214 KINGS ROAD RECONSTRUCTION PROJECT FROM CLIFF DRIVE TO STA. 14+13.39 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC CHECKED: DATE: SD 03 31 09 ~Dii"V @IF L\'l~t':J~@lmii ~~A~C=:I PUBLIC WORKS DEPARTMENT R-5916-S SHEET 3 OF 17 88 87 86 85 89 88 I") I-cl w ~ w J: ..-; en - 87 + w .,,. -w en 86 w cl z I ...J ~ ..-; J: - ~ + .,,. -<( ::::E () w I 88 Ol I") I") ~ 87 + ,q-~ 86 I- en 85 14+00 /EXIST. NLY FLOWLINE __/ PROFILE --ii =0.7J% ---R=O.JO% ---- PROPOSED NL'Y FLOWI..INE PROFILE 50' V.C.-PI= .20-ST 15+00 12 -0:, ~ 12 "' 0, <ci e ;)'; ~ :;\: - -ii "' 0 r...: 0:, ~ 12 §; 12 <o u <o co ~ co ~ I I ~ ~ <o "' + d .,,. "' -+ .,,. R=0.30% ---R=l.17% u co I 12 "' "' d " <o <o + ~ .,,. - <.> ii ~o' u., ~ ii x<o I 0, kie ~ "' <ci :z a d 0:, ..., <o + .,,. -R=l.58% R=l.52% "' ii "' d gj' "' + <ci .... e - PROPOSED SL'Y FLOWLINE PROFILE 4 15+0D --- EXIST. SL'Y FLOWLINE PROFILE @§9] 16+00 --[_EXIST. NL'Y FLOWLINE PROFILE -------- 0~ "' <o +"' " 0:, -~ PROPOSED NL'Y FLOWLINE PROFILE -.,,. ~ 50' V.C.-P/=85.45-ST 17+50 50' V.C.-PI= .JO-ST 18+00 PROPOSED NL'Y FLOWI.INE PROFILE 85 84 R=0.70% 83 EXIST. NL 'y FL OWL/NE PROFILE 82 85 84 83 82 R=O.JO% PROPOSED FINISHED SURFACE@ CENTERLINE @fil ii oR- "' "' +.; <o 0:, -~ --- PROPOSED SL'Y FLOl'/1../NE PROFILE - 17+00 ------------------------ PROPOSED SL'Y FLOWLINE PROFILE 18+00 \1620 I -- ii EXIST. SL 'y FLOWL/N[ Q5 '§' PROP/LE iii~ -~ 1-------1-+---<4>-----------i ------~-+----+--r~--- --I. [X!ST. EXIST. l ------J.--~RIVEWAJ DRIVEWAY -~ -::::: ::::: ::::: == == == - c--__\.. -::::: -CJOIN ---- ii R 0:, 1i:i 19+00 ~-----<4 ,_ __ _ 11610 I 84 83 82 81 NOTE:- CURB FAG[ ANO WIDTH OF [XISTING ROLL[O CURB AND GUTTER VAR/[S THROUGHOUT TH[ PROJ[CT LIMITS AT LOCATIONS WH[R[ TH[ PLAN IND/CA 7E:S R[CONSTRUCT10N OF CURB AND GUmR, CONTRACTOR TO R[CONSTRUCT TO MATCH [X/STING CURB AND GUTTE:R UNL[SS IND/CA TE:D OTH[RW/S[. PROFILE SCALE HORIZ. 1"=20' V'ERT. 1•=t --,_,,. , ____ __ CONSTRUCTION NOTES -. 0 "' JOIN -18'x27' 6"AC - --- 4 @IIl SCALE: 1=20' 15 - 13•x27' 5"AC -------- C!) ;:!: t:l "" ~ V, >< t w -"' >--a V, ..., [1ao11 CENTERLINE CURVE DATA 0 RADIUS LENGTH DELTA 2 160.00' 93.55' 33'30'00" 3 400.00' 164.06' 23'30'00" -- 2 3 1 TANGENT 48.15' 83.20' 17 !9 ,----, __c_JOIN °g J: ~ <C ~ 0 0 0 0 REMOVE: EXISTING PA VE:MENT AND BASE AND EXCAVA 1£ FOR PROPOSED STRUCTURAL SECTION CONSTRUCT 4" THICK AC PAVE:MENT -------+--------< --------------=.....__,"-.A._,,__, 7 I 0 d 0 CONSTRUCT 6" THICK CRUSHED AGGREGA 1£ BASE @ill CONSULTANTS, INC. CIVIL ENGINEERS 12377 ln!s SL '10l Gorden Gro~ CA. 92840 P. 714-740-8640 F. 714--740-8842 SVRENDER M. DEWAN RCE 34559 EXP. 9/30/09 I + 0, .... EXIST. DRI\IEWAY EXIST. DRIVEWAY EXIST. DRIVEWAY I-en 1 02/23/10 AS BUILT REVIEWED: 0 © @ @ @ REMOVE: EXISTING ROLLED CURB & GUT1£R AND RECONSTRUCT PER DETAIL "A" SHEET 2, CURB FACE TO MATCH EXISTING ADJUST E:XISTING MANHOLE: FRAME AND COVE:R TO GRADE PER CITY OF NEWPORT BEACH SlD PLAN 111-L ADJUST UTILITY COVE:R TO GRADE (BY OTHERS) R[MOVE: AND REPLACE VtlTH NEW SURVE:Y MONUMENT FRAME AND COVE:R TO GRADE PER CITY OF NEWPORT BEACH SlD 116-L. THE SURVE:Y MARKER SHALL BE PR01£C1£D IN PLACE. REPLACE ALL CEN1£RUNE TIES, LOT CORNER PINS ETC., DISTURBED BY WORK. ADJUST EXISTING LAMPOLE/TERMINAL CLE:ANOUT TO GRADE PER CITY OF NEWPORT BEACH SlD PLAN 111-L DISPOSITION NOTES ~ PR01£CT IN PLACE I AS-BUILTI C-4095 STREET IMPROVEMENTS 1----1-----+-----------------------1 Ml HAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER KINGS ROAD RECONSTRUCTION PROJECT FROM STA. 14+13.39 TO STA. 19+00.00 DESIGNED: DRAWN: SD NC © D "ii" V © If L\'.I~ t"JIP © IRl "ii" [Bl~ A© IX! R-5916-S PUBLIC WORKS DEPARTMENT NO. DA TE DESCRIPTION OF REVISIONS CHECKED: DA TE: SD 03 31 09 SHEET 4 OF 17 83 R=0.4B% 82 81 §; 12 6~ I-c:,"' w -1-w ~ :c BJ Cll w w 82 Cll w z 81 :J :c 83 82 81 ~ <( ::lE 0 0 ci 0 + en ~ I- C/) 19+00 t; --- c;: c:,o,' "' "' -!-N """ ----- .__PROPOSED NL 'Y FLOl'A.INE PROFILE • ----- 100' V.C.-P/=82.42-ST 19+50 ---- SCALE: 1=20' 12 c:, c" "' .... -!-c-.j 0, "' --..... ~1:2 Lw "' I "' c:, c-.j c:, "' -!- ~ c;: i;' "' -e 20+00 \ 1521 \ R-O.JJ% -,-~ - c;: oR' "' <o -!-c-.j Oco "1-..... PROPOSED NL'Y FLOr/1..tNE PROFILE R 0.55% [2 c:, co' "' "' -!-c-.j Oco "''-- ~12 I co c:, -c:, ...; -!-"' -"' PROPOSED FINISHED SURFACE@ CENTERLINE c;: c:, t;:';-"' --!-c-.j c:, "' "''-- ROPOSED SL 'y FLOl'IL/NE PROFILE EXIST. SL 'y FL OWL/NE PROFILE ----+-- 21+00 [@I] EXIS71NG FINISHED SURFACE@ CENTERLINE R 0.30% PROPOSED NL'Y Fl.OWL/NE PROFILE g f:2 -!-" .., "' "' ...; "' LEX/ST. NL'Y FLOWLINE PROFILE R 0.52% -- PROPOSED NL'Y FLOWLINE PROFILE R 0.40% -- PROPOSED FINISHED SURFACE@ CENTERLINE / EXIST. SL't FLOWL/NE PROFILE -+-------.-~------------ (0 1-w w :c Cl) w w Cl) w z :J :c ~ <( ::lE 0 0 Lri N ~ N I-C/) 85 84 BJ 86 85 84 NOTE:- CURB FACE AND WIDTH OF EXISTING ROLLED CURB AND GUTTER VARIES THROUGHOUT THE PROJECT LIMITS AT LOCATIONS WHERE THE PLAN IND/CA TES RECONSTRUCT/ON OF CURB AND GUTTER, CONTRACTOR TO RECONSTRUCT TO MATCH EXISTING CURB AND GUTTER UNLESS IND/CA TED OTHERWISE. 85 84 ------.-----c;: "'lo-"' "' -!-...; 83 - - -+-- PROPOSED SL'Y FLm\l NE PROFILE 22+00 f------14 )----+-1 \ 1501 \ DM§ CONSULTANTS, INC. CIVIL ENGINEERS 12lTT Lewis SI. f101 Garden Grove CA. 92540 P. 714--740--88,40 r. 714--74-0-8842 SURENDER M, DEWAN RCE 34559 EXP, 9/Jo/09 23+00 ffiill . l/1\ 02/23/10 AS BUILT 24+00 @ill REVIEWED: .... "' "'-..... t; PROFILE SCALE HORIZ. 1"=20' VERT. 1'=2' CONSTRUCTION NOTES 0 ® 0 0 ® ® @ @ @ REMO\/£ EXISTING PA \/£MENT AND BASE AND EXCAVA 1E FOR PROPOSED STRUCTIJRAL SECTION CONSTRUCT 4" 1HICK AC PA \/£MENT CONSTRUCT 6" 1HICK CRUSHED AGGREGA 1E BASE REMO\/£ EXISTING ROLLED CURB & GUTJER AND RECONSTRUCT PER DETAIL "A" SHEET 2, CURB FACE TO MATCH EXISTING REMO\/£ EXISTING DRl\/£WAY AND RECONSTRUCT PER DETAIL SHEET 2, W7D1H PER PLAN ADJUST EXISTING MANHOLE FRAME AND COi/ER TO GRADE PER CITY OF NEWPORT BEACH S1D PLAN 111-L ADJUST UTILITY CO\/£R TO GRADE (BY 01HERS) REMO\/£ AND REPLACE WITH NEW SUR\/£Y MONUMENT FRAME AND C0\1£R TO GRADE PER CITY OF NEWPORT BEACH S1D 116-L. THE SUR\1£Y MARKER SHALL BE PROJECJED IN PLACE. REPLACE ALL CENJERLINE TIES, LOT CORNER PINS ETC., DISTIJRBED BY WORK. REPLACE EXISTING GUTJER IN KIND PER DETAIL THIS SHEET DISPOSITION NOTES [2] PROJECT IN PLACE ±12· EXISTING _ .L._DRIVEWAY --------I AS-BUILT! @ GUTTER ONLY RECONSTRUCTION DETAIL N~ C-4095 STREET IMPROVEMENTS l---+-----t---------------------------1 M~~;~ ~CE:2:4 KINGS ROAD RECONSTRUCTION PROJECT FROM STA. 19+00.00 TO STA. 24+25.00 ASSISTANT CITY ENGINEER DESIGNED: DRAIIN: SD NC NO. DA TE DESCRIPTION OF REVISIONS CHECKED: DATE: SD 03/31 /09 ©DiiV ©l~ L'\l~t':7L9>©ll.9ilii IID~A©lfn PUBLIC WORKS DEPARTMENT R-5916-S SHEET 5 OF 17 I 85 85 84 -- BJ c;: § "' ..; re I It) I ---- 25+00 @QQJ J ' SCALE: 1=20' EXIST. NL 'y FL OWL/NE PROFILE ------86 -85 c::, "' G: ~~R ~~~ ~Lu~ -- 92 -- 91 ----,--J ------- - -4--------~ --- ---,.. 90 . 50' V.C.-Pl=85.07-ST 25+50 EXIST. SL 'y FL OWL/NE PROFILE --- I ' ' I II @1 II !Q' ;..., iv II ~I < I I "'I I..: !/ ~, I I -dJ/N ' --,/J., - II II IJ II II /; . . J ' 84 _, .., / 0:, ...J ,.,.--'fit v G: ~~~ 8~ ~~ ~ u,,.. + + oi "~ ~ ~~ -+-~ t.ci C'\I C'\I ..._ " L,j "" "' :;,: '-POSED NL 'y Fl.OWL/NE I~ R"'~ PROFILE PROPOSED NL'Y Fl.OVILINE .__ PROFILE • ,..... 1--w w :c (/) 89 88 50' V.C.-PI=, .77-ST 25+50 87 !;§. EXIST. NL'Y FLOWLINE ) \ :;; PROFILE ~ ~ 100' V.C.-Pl=90.24-ST 28+50 5l f2 6 ~ w I I I I I EXISTING FINISHED SURFACE@ CENTERLINE 86 85 88 87 86 ~ V --2~ ~----rt~ "' :fl ----.. 86 f2 "°' 85 .,. tri ,.,.--,.,.--c;: EXISTING FINISHED o:i' <..) rsuRFACE@ CENTERLINE ~ & ~ "' a.. c::, ~ I Ol c::, " c::, "" ~ 'O f2 "' c::, +"' "" . "' c::, er, re 84 100' V.C.-P/=85.57-ST 27+50 f,J<;:; ~ &' ~ f2 0:, " 8 .,. :ii + f PROPOSED FINISHED SURFACE@ CENTERLINE ------ 9J w "' N (/) + er, er, "' w z ~, :J 92 91 90 89 91 90 EXIST. SL 'Y FL OWL/NE PROFILE ---PROPOSED SL'Y Fl.OWL/NE PROFILE 89 NOTE:- 26+00 rJO/N ! PROPOSED SL 'Y Fl.OVILINE PROFILE --- 85 84 BJ 86 85 84 ----- 27+00 G: I-;::--" ~ 28+00 I 1110 I , 4' 6 c:, 1;; c:, ~ ~ ..; ..: 0, £ -;!: ~ "' ?;;" h Iii V, C -- < .. L=6' @ "' ~ ~ !!; "' c:, """' ~ "' " cl fb td ;:!; V, "' "'~ e:; "' ~ ~ :a: "' "' ~ L,j G°' C ~ 1li h c:,>--15 h V, "'V, V, -., j , ' ' 29+00 ._ _ ___, 4 I-+----( I 10201 S86"27'00"E 29 ------,-ii--® I / I --~ - - - I / / - -f---==--== ::::.,, == ;:=: == _-~DIN == == - --------- -- -_ -__ c_Jo_,N_ ---_--_ -_ -_ -_ -_ -_ -_--_ -_ ::i=;:::::::;;;===t===+:::::::'::=JO=IN=== ----!..l_ _ _j~----,--...J._ 1 ------___,,, ----T --\ --r I r I D cXJsr. _j I \, 11 \ , +-· c, i II l'ltirwA r "' ----+---/.-_ _ I , ., ! 1 1 <oc:, .• ~. "' "' -------- ---.,.....------- ---"----,,-.'"--- -.;.•_"T"" _____ - -------+---.-----'-----'-------I ~ EXIST. -~ -~ EXIST. EXIST. c, EXIST. f;J k1 DRIVEWAY ~ '-' " D:,~;AY Dg,:;AY DRIVEWAY DRIVEWAY c:, ~ DRIVEWAY ~~ ~J") ~~ ~....: "'i -f-~ c:, ~ ~ ,,., 1'~ (01.j_j ,:tG) • 0)~ Cl)~ ~'.:?: C\I ;±L,J 4 r------7~--.J I 1201 I t;; ·~ t;; ~ @fil ~ ~ © I 1113 I I 11011 I 1031 I 1--1--------{,f. /------ REVIEWED: 0 0 ci U) + g} t;; 88 CURB FACE AND 'MOTH OF EXISTING ROLLED CURB AND GUTTER VARIES THROUGHOUT THE PROJECT LIMITS 87 AT LOCATIONS WHERE THE PLAN IND/CA TES RECONSTRUCTION OF CURB AND GUTTER, CONTRACTOR TO RECONSTRUCT TO MATCH EXISTING CURB AND GUTTER UNLESS IND/CA TED OTHER'MSE. 86 85 84 PROFILE SCALE HORIZ. 1"=20' VERT. 1•=2' CONSTRUCTION NOTES REMOVE EXISTING PAVEMENT AND BASE AND EXCAVATE FOR PROPOSED SlRUCTURAL SECTION CONS/RUCT 4• THICK AC PA \/EMENT CONS1RUCT 6' THICK CRUSHED AGGREGATE BASE REMOVE EXISTING ROLLED CURB & GUTTER AND RECONS/RUCT PER DETAIL "A" SHEET 2, CURB FACE TO MATCH EXISTING REMOVE EXISTING CROSS GUTTER AND RECONS/RUCT PER CITY OF NEWPORT BEACH STD PLAN 185-L ADJUST EXISTING MANHOLE FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH SID PLAN 111-L REMOVE AND REPLACE W1TH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH STD 116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. REPLACE ALL CENTERLINE TIES, LOT CORNER PINS ETC., DISTURBED BY WORK. REMOVE 6' LONG PORTION OF EXISTING 8" VCP SEflfR AND RECONS/RUCT. JOIN TO EXISTING SEflfR PER DETAIL SHEET 2 DISPOSITION NOTES ~ PROTECT IN PLACE I AS-BUILTI C-4095 CENTERLINE CURVE DATA /1\ 02/23/10 AS BUILT l--+-----+-----------------------1 M~~~~ ~CE :62;4 STREET IMPROVEMENTS 0 RADIUS LENGTH DELTA 4 1000.00' 200.71' 11 ·30'00" TANGENT 100.69' CONSULTANTS, INC. CIVIL ENGINEERS 12J77 lewis St, 1101 Gorden Grove CA. 92840 P. 714-740-B840 r. 714-7W-8842 SURENDER M. DEWAN RCE J4559 EXP. 9/J0/09 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC NO. DA TE DESCRIPTION OF REVISIONS CHECKED: DATE: SD 03/31/09 t{INGS ROAD RECONSTRUCTION PROJECT FROM STA. 24+25.00 TO STA. 29+50.00 ©~uv (i)~ !;'.,'.l~t"JL9l(i)L9Ju IEl!E:~cc,:i PUBLIC WORKS DEPARTMENT R-5916-S SHEET 6 OF 17 94 9J 92 91 (0 1- ...J I <c c,O :c "' "' 9J (.) cl; 0) I-"' <x: 92 :::E g G'2 •a~ 91 0 "' -lO + <>J +~e en N 1-(/) 94 9J --- -- 92 J...':R::,~;;;1.J:::;1%::.,, _ .... -- 91 110201 ---<4\---I 110211 --1----- ------ JO+OO -- -- -- G'2 C, -;:::- "' <c +...; C, 0) "' ..__ [XIST. NL 'y FLOWL/N[ PROFILE: -------- PROPOSED FINISHED SURFACE@ CENTERLINE -- SCALE: 1=20' [X/ST. SL 'y FLO WUN[ PROFILE: ---- J1+00 110001 --.---- 100' V.C.-P/=95.12-ST J1+50 ;:;: C, ,:::- "' -+"' ~e_ PROPOSED SL'Y FLOIVLINE PROFILE 1 9201 _ J,__-+_!:R::_=0~.2:,:;7%:,._ ___ .....,._ §;~ Lu,.,., I ,.,., C, 'O C, 0) + ~ PROPOSED NL'Y FLOWLINE PROFILE EXISTING FINISH£D SURFACE@ CENTERLINE -- R-0.4J% PROPOSED SL'Y FLOWLINE PROFILE J2+00 I 910 1 ,=:=:__ __ _, 4 \--_,___,___ 1 9001 CONSULTANTS, INC. CIVIL ENGINEERS 12377 Lewi~ St. f101 Gorden GroVI! CA. 92840 P. 714-740-8840 F. 714-7-40-8842 SURENDER M. DEWAN RCE 34559 EXP. 9/30/09 . I I --+-- JJ+OO I --- -- 1 a10 1 [XIST. NL'Y FLOWUN[ PROFILE: ---+----- 100' V.C.-P/=~6.18-ST J4+00 §; f2. a, <c I o, C, 'O "' O> ~ PROPOSED FINISHED SURFACE@ CENTERLINE 8{2 +"' ... 0) ,.,., 'O 0) !,) (,) -c.:. 1.u-1 co C, 'O "' 0) + ;:!; [XIST. SL 'y FLOWL/N[ PROFILE: R=0.75% R 0.49% -----+---------.--I ;:;: C, to' "'"' • ;!; ;1; LPROPOSED SL'Y FLOVIL/NE e "' ..__ PROFILE J4+00 J5+00 1 710 1 IX) ... ------------.--,----,---'----------..... -.,. - ---·--i ~ I' EXIST. l I EXIST. II \ \ . B'x50' 6"AC . \ I\ /1\ 0R/1,f"WA n DRll'EWAY I J ::C -_ _; _ I.L ..L - - \ - -_, -------: -=.J,v ----bl---- - - ---cJOIN/ -~ 92J.J1' ~4.,__ "> ~ A\ KINGS ROAD I ==-'---l.-~_---j~-__.f:t:.~1::::=::::s-s--+I -_ 1 --·-::C ,,J • • ~ 1Y2XJY ~ IJJ z: . :::J 10'x15' 1' CMB _ -- []ill REVIEWED: -,---, __ _ <C ~ co w LLI :c (/) LLI LLI (/) LLI z ...J :c ~ <x: :::E 0 0 ci 0 + lO l"1 1-(/) 96 95 94 9J 96 95 94 9J NOTE:- CURB FACE AND WIDTH OF EXISTING ROLLED CURB AND GUTTER VARIES THROUGHOUT THE PROJECT LIMITS AT LOCATIONS WHERE THE PLAN IND/CA TES RECONSTRUCTION OF CURB AND GUTTER, CONTRACTOR TO RECONSTRUCT TO MATCH EXISTING CURB AND GUTTER UNLESS IND/CA TED OTHERWISE. 95 94 9J PROFILE SCALE HORIZ. 1"=20' VERT. 1•=2' CONSTRUCTION NOTES 0 0 G) 0 ® ® @ REMOVE EXISTING PA VEMF:NT AND BASF: AND F:XCAVA TF: FOR PROPOSF:D STRUCIURAL SF:CTION CONSTRUCT 4" mlCK AC PAVEMENT CONSTRUCT 6" mlCK CRUSHF:D AGGRF:GA TF: BASE RF:MOVE F:XISTING ROLLED CURB & GUTTF:R AND RECONSTRUCT PF:R DF:TAIL "A• SHffT 2, CURB F ACF: TO MATCH F:XISTING RF:MOVE F:XISTING DRIVEWAY AND RF:CONSTRUCT PF:R DETAIL SHffT 2, W1Dm PF:R PLAN ADJUST F:XISTING MANHOLF: FRAM£ AND COVER TO GRAD£ PF:R CITY OF NF:WPORT BF:ACH STD PLAN 111-L RF:MOVE 6' LONG PORTION OF F:XISTING 8" VCP SF:WF:R AND RF:CONSTRUCT. JOIN TO F:XISTING SF:WF:R PF:R DF:TAIL SHffT 2 DISPOSITION NOTES ~ PROTF:CT IN PLACF: I AS-BUILTI C-4095 /1\ 02/23/10 AS BUILT 1---l------l-----------------------j M~<;t~: R~E :62;4 KINGS ROAD RECONSTRUCTION PROJECT KINGS ROAD RECONSTRUCTION PROJECT FROM STA. 29+50.00 TO STA. 35+00.00 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC NO. DA 1£ DESCRIPTION OF REVISIONS CHECKED: DA1E: SD 03/31 /09 ©~ii'V @Ir li"J~tnJL9>@1Rlii' !Bl~~CIXI PUBLIC WORKS DEPARTMENT R-5916-S SHEET 7 OF 17 r-- 1-w w :c (/) w w (/) w z ....J :c ~ ~ :::aE 0 0 d 0 + LO I') 1-(/) 96 95 r-- 94 9J 95 ff: ~ "" 94 t 9J 96 95 --- 94 9J J5+00 I I I --{ EXIST. NL'Y FLOWLINE PROFILE -----------,1--- R-0.75% PROPOSED FINISHED SURFACE@ CENTERLINE ---- EXIST. SL 'y FL OWL/NE PROFILE I I I I 36+00 0 RADIUS i r;: a~ ~ "' "' l"S. +r1 Q ~~ "' ~~ I"") re PROPOSED NL'Y FLOr/1.. NE EXISTING FINISHED SURFACE@ CENTERLINE PROFILE R=0.85% ---r;: c:, o,' "' .., +...; ~~ PROPOSED SL'Y FLOWl../NE PROFILE -- --- R=0.62% ---:------ J7+00 I I I I I I 660 4 CENTERLINE CURVE DATA LENGTH DELTA TANGENT ', SCALE: 1=20' 5 1000.00' 218.17' 12·30•00" 109.52' 9J 92 91 ---- r;: -EXIST. NL'Y FLOWL/NE ~'o,' PROFILE ~ ~ ,,, ____ 94 9J 92 OJ (!) ii ~~(O' ~ (..) O') ;.. x...-s ~Llje ~ --o.._r--- -' PROPOSED NL'Y FLOWLINE ~ PROFILE d ~ -------- -------- -------- 50' V.C.-PI=! 1.50-ST J9+00 -------- 89 88 87 -------- EXIST. NL 'y FL OWL/NE I r---.. /PROFILE r;: --....___ c:,~ --....___ "' .., +o:; i:iie --....___ v --....___ ~ --....___ °'f, 'r-----.. "'< ) r;: --....___ 89 §° ~ 88 87 --....___ 50' V.C.-Pl=BB.64-ST J9+50 '-.. 100' V.C.-PI= J.18-ST JB+OO 9J en 1-w w :c (/) ----- 9J 92 91 90 ----__ l/ 38+00 DM§ CONSULTANTS, INC. CIVIL ENGINEERS 12377 Lewis St f101 Gorden Gro~ CA. 92840 P. 714-740--8840 r. 7l4-740-8J:!42 SURENOER M, DEWAN RCE 34559 EXP. 9/30/09 92 91 9J 92 91 --------------- 9J PROPOSED SL'Y FLOWLINE PROFILE 19 02/23/10 89 88 EXISTING FINISHED SURFACE@ CENTERLINE /4 r;: I ----c:, -"' "' + " ~~ -0 ~-:2 PROPOSED SL'Y FLOI\IUNE ~PROFILE ~ ----- PROPOSED SL'Y FLOWUNE PROFILE 39+00 AS BUILT 89 88 87 ~--------I, "' e . r;: "'§ EXIST. SL'Y FLOWL/NE '.;'::, PROFILE ~e 40+00 REVIEWED: w w (/) w z ....J :c ~ ~ :::aE 0 0 '° ('I + ~ 1-(/) l---l-----+------------------------1 M~<Z~1 R~E :62:4 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: SD 03/31 /09 86 85 84 BJ 89 88 87 86 86 85 84 BJ 82 NOTE:- CURB FACE AND W1DTH OF EXISTING ROLLED CURB AND GUTTER VARIES THROUGHOUT THE PROJECT LIMITS AT LOCATIONS WHERE THE PLAN IND/CA TES RECONSTRUCTION OF CURB AND GUTTER, CONTRACTOR TO RECONSTRUCT TO MATCH EXISTING CURB AND GUTTER UNLESS IND/CA TED OTHERW1SE. PROFILE SCALE HORIZ. 1"=20' VERT. 1•=2' CONSTRUCTION NOTES 0 0 0 0 © ® @ @ REMOVE EXIS11NG PAVEMENT AND BASE AND EXCAVA 7f FOR PROPOSED S7RUC1URAL SEC110N CONS7RUCT 4" 7HICK AC PAVEMENT CONS7RUCT 6" 7HICK CRUSHED AGGREGA 7f BASE REMOVE EXIS11NG ROLLED CURB & GUTlfR AND RECONS7RUCT PER DETAIL "A" SHEET 2, CURB FACE 1V MATCH EXIS11NG REMOVE EXIS11NG DRIVEWAY AND RECONS7RUCT PER DETAIL SHEET 2, W1D7H PER PLAN ADJUST EXIS11NG MANHOLE FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH sro PLAN 111-L ADJUST unuTY COVER TO GRADE (BY 07HERS) REMOVE AND REPLACE W17H NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH sm 116-L. 7HE SURVEY MARKER SHALL BE PR07EC7ED IN PLACE. REPLACE ALL CENTERLINE 11ES, LOT CORNER PINS ETC., DIS1URBED BY WORK. ADJUST EXIS11NG WATER VALVES AND 4TT VALVE BOX TO GRADE (BY 07HERS) ADJUST EXIS11NG LAMPOLE/TERMINAL CLEANOUT TO GRADE PER CITY OF NEWPORT BEACH sro PLAN 111-L DISPOSITION NOTES ~ PROTECT IN PLACE I AS-BUILTI C-4095 STREET IMPROVEMENTS KINGS ROAD RECONSTRUCTION PROJECT FROM 35+00.00 TO STA. 40+25.00 ©Dii"V ©IF L\'l~t':71,"§)@lf.lii" ~~A©IXI PUBLIC WORKS DEPARTMENT R-5916-S SHEET 8 OF 17 84 BJ o-, u, 81 85 tO 84 I-w w :c BJ (/J w 82 w (/J w z 81 ..J :c ~ <( 84 :::!; 0 0 BJ lli IN + 82 0 -.t- I- 81 (/J BO 79 78 ~ G: 0 <.!) G: u c:: K "' ~c' "(6 G: ..._____ <o --• "' 8 1:2 .-; <o . .-; + GS co ..._____ + 77 ~ 00 -i::J 00 :a:: t:. $ ~ .,. '--Co ~ <.!) G: ~ ;;; ~ 72 ..: ~~ " G: ~ ~ u .,. ; t2 76 + . .,: G: i::J " "' 0 " PROPOSED NL 'y FLOV,'LJNE ,?~., "· ~ ..., "' <o N '---7i ,¢.,, .... '"' ~ "i .............. "' I PROFILE ~ ~ ,, I .... " 00 ..: <o ~~ n:, 7'-- .............. I ,u f/ .............. ~·' I ~ ~-N u" ..... 00 7n :!- LPROPOSED NL'Y FLOWLINE ~ )<:1....J ,v ~ G: ,. ' -kit:_ .,. c,; 74 R' <o " <.!) G: ~ ~ "' -~~ -ei ~ ..., N ~ ~ 1:2 ~ "' • <ti <'.t-PROFILE G: ..._____ '---+ <o + i::J " 7J 2 co' 7J c;: ..: -~ -~ ..,. '-0, :fi 1:2 ~ ~ \"'. + ..-; 55 0, I 8 ~ "' 0 ~ EXIST. NL'Y FLOWLINE '-$ ~ ~ ~ 79 72 PROFILE EXIST. NL 'y FLOWLINE G: 0 .,. t:.l c;: PROFILE ..._____ 78 71 :fi 0 "" ..._____ PROPOSED NL'Y FLOVr'LJNE c;: "' " co' + ~ ..._____ PROFILE -.,. ..,. '---..._____ 0 1:2 " 0 77 + 0 '-0 1:2 ..._____ ~ <o /2>~-sr ~ :;:i ~ ·.9J_,,. -PROPOSED FINISHED EXISTING FINISHED EXISTING FINISHED . ..,. -76 8 t2 00 SURFACE@ CENTERLINE SURFACE@ CENTERLINE SURFACE@ CENTERLINE $ K c;: <o ..: 76 c3' 72 " ..,. ~ ~ u cc 2 t2 §: 1:2 ..: 0 1:2 I 00 "' 75 ~ 1:2 ~ " 71 ~ ~ + ~ 00 -c,; -;;:-..-; c,; ..._____ ..,. ~ 0 "' "' <o c;: + • + ..._____ -ei "' <o ~ <o ( EXIST. SL'Y FLOWUNE 74 <'.t-... ~9 70 :'.-l ..,. .,: PROFILE EXISTING FINISHED ::--..:.::-?.,,, I ~ ~ 1:2 co <"'. ·.9J c;: SURFACE@ CENTERLINE ~ ~ c3' 1:2 ~ <o ..._____ 78 2 -;::, ~ 1:2 ..., 0 ..,. ~ . + ~ ..._____ ~ ~ "' -8 7J~ "--... ~ ~ ~ ~ '- "--... 2 <.!) c;: 77 '- "--... gj ~-;;::-u"' ~ <.!) c;: + >;:oi ~°N -uJ " ~ PROPOSED FINISHED ..,. '-c;: 76 u"' "--... ;;; ><~ G: ~ SURFACE@ CENTERLINE "--... ~ kit:_ ~ "--... ~ ~ d 75 <.!) c;: g:i co ~R ~ u<o ~ "N 74 i::J ..... ,fl~ '- ~ • -'.J.,,. ~ ...., . ~ c:: 7J 2 R' "--... "' "<. G: + ~ 77 -2 ~ ..,. '--- ~ ..-; t:. 76 EXIST. SL 'y FL OWL/NE PROPOSED SL'Y FLOVILINE PROFILE PROFILE c;: 75 PROPOSED SL'Y FLOVIL/NE "' co I- LI.I LI.I :c en _I LI.I LI.I en 41+00 t--------f----{41-----------+-l "-------..../ "'"' "1 "'"'\"~· c:, 6 PROFILE <o ~ 74 42+00 19 1--+-+-<4 }--,=,---I 16'x12' 6"AC LI.I z ::i --;::::~;::41~_N_8_1·03'00'.J"E~:.._____:_:l(:::_lN.:_:G:;;;S2~~~:!:::::::~~~:V::~,::,;4;,;;_2..,::-J· --~ 2 J :c ~ <C ~ 14'x54' B"AC 10'x14' 6"AC _cJOIN 8-1-1 == == == =--::::;i;:==j;;;::==:..__ ___________ ,---=;::;t:====::::::i JO \ irl I I I I I ,-l I - - -~ _...__..1 .... 1 .... 1 _.. ___ J __ , _____ I __ .,...:::;__--+---,- o EX/Sc V DRl~WAY --"'",;-------+--- - EX/Sc DRl~WAY EX/Sc DRIVEWAY - ~ 71 70 69 -- 1:2 R' <o ..: " $ <o ..: " c;: o,' <o ~ '--- 4J+OO JS'xss· 6"Ac .43 ---t - --- 72 71 70 ---SEE DETAIL THIS SHEET .. .~f, / ~-----1-. ----'-·~ 72 71 I 5031 ~"' .. " 4}----+-------1 4 CENTERLINE CURVE DATA DMS 0 RADIUS LENGTH DELTA TANGENT CONSULTANTS1 INC. 6 500.00' 113.45' 13'00'00" 56.97' C I V I L ENGINEERS 12377 Lewis St. f101 Gorden Greve c.-.. 92840 P, 714-7-40-8840 r. 714-740-8842 SCALE: 1=20' 7 150.00' 274.89' 105·00'00" 195.48' SURENDER M. DEWAN RCE 34559 EXP. 9/30/09 ~ 1:2 " I ~ 0 "' "' c,; ~ $ <o $ ;p~ ...., ·.J6 c:: '?" ~ °N ..... c,; $ e "' <::; "' -,.~ f!:! ~CJ /....~~ "'~ /ij "' 0 o,' "' ..., $ c,; e <.!) c;: ~°N u 0 :,.,,: oi "-'e ~ ~ 0 ~ ~ "' g gg $ + ,p"S ~ -S.i, '?" lj>~ • -'-2. ...., . c:: 55 co' ..., . + ~ ~ ai I.I,(). ~9, ~ - . 34559 9/30/ PROPOSED NL'Y FLOVILINE ~ 1:2 PROFILE $ 1';; <ti 8 t2 <o ! ~ ~ 1:2 r-.: + ~ 2 1:2 <o ~ ~ t2 + ~ r-.: c;: <o ~ ! " ~ -;::, co "' <o co "' R=f.24% <o $ ~ G: R=0.84% R c;: .,. c;: r-.: ~ 0, <o 0 c;: i r-.: 2 ~ ~ R' <o + 18 "' ~ ! t 100' V.C.-PI= 7.23-ST 44+00 §: ~ ~ ~ uJ $ ~ 0, ..,. 18 <ti <o 8 1:2 + ..,. ! " ~ 1:2 ..,. r-.: <o + ~ 1:2 ..,. ..,. r-.: ~ -;::, u <o ..,. cc $ <ti I 1:2 ~-e -1:2 o,' =-3_=0, 6 7% -1:2 --;;:-<o - "" 1:2 0, 0, r-.: ~ $ r-.: <o "' 0 -;::, 1:2 e + r-.: "' 0 R' ..,. e ! ~ <.!) c;: ..,. r-.: " ~R e i co e UCO ..,. • r-.: i::J <o PROPOSED FINISHED "- ~ SURFACE@ CENTERLINE [ EXIST. SL'Y FLOWUNE ..._____ PROFILE . -c;: - ~ ~ c;: --- $ r-.: 8 ---e co c;: c;: co ~ co' 0 -;;:-c;: ~ ..., ~ ..., ~2 i co co e e + . ..,. ..,. ... <o ... e 44+00 8 1:2 ~ ;,; co 0 R=0.92% <o ~ I-w w c;: :c ..,. (/J ..., co w <o w (/J w z :J :c ~ <( :::!; 0 0 0 0 + LO -.t- 8 t2 I-(/J ~ K "' co <o 1:2 " "' co <o --c;: ..., 00 Lei <o 45+00 14 69 /EXIST. FG 68 PROPOSED AC/AB 68 •. •.. 67 ·,,;. " .d. •. 66 66 65 • 64 62 69 68 10 67 66 68 67 66 65 .... ; B NOTE:- 6 4 LAlERAL "A" H0RZ.:1"=2' VERT: 1"=2' 2 CURB FACE AND WID1H OF EXISTING ROLLED CURB AND GUTTER VARIES 11-/ROUGHOUT 11-/E PROJECT LIMITS 0 AT LOCATIONS WHERE 11-/E PLAN IND/CA TES RECONSTRUCTION OF CURB AND GUTTER, CONTRACTOR TO RECONSTRUCT TO MATCH EXISTING CURB AND GUTTER UNLESS IND/CA TED 011-/ERWISE. PROFILE SCALE HORIZ. 1"=20' VERT . 1"=2' CONSTRUCTION NOTES REMOVE EXISTTNG PAVEMENT AND BASE AND EXCAVATE FOR PROPOSED smUCTURAL SECTTON DISPOSITION NOTES 0 ® 0 0 ® 0 ® @ CONSffiUCT 4" THICK AC PAVEMENT ROAD 07' EX/Sc DRl~WAY 1 02/23/10 QJ PROTECT IN PLACE ® AS BUILT REVIEWED: CONSmUCT 6" THICK CRUSHED AGGREGATE BASE REMOVE EXISTTNG ROLLED CURB & GUTTER AND RECONSmUCT PER DETAIL "A" SHEET 2, CURB FACE TO MATCH EXISTTNG REMOVE EXISTTNG DRIVEWAY AND RECONSmUCT PER DETAIL SHEET 2, l\1DTH PER PLAN REMOVE EXISnNG PCC CONCRETE AND DRAIN PIPE ADJUST EXISnNG MANHOLE FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH sm PLAN 111-L REMOVE EXISnNG CATCH BASIN AND BACKFILL 111TH AC. BACK FILL STORM DRAIN LATERAL 111TH SLURRY AND PLUG AT UPSffiEAM CONsmucr CURB OPENING CATCH BASIN 111TH MANHOLE IN GUTTER PER CITY OF NEWPORT BEACH sm PLAN 300-L-A CONSmUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH sm PLAN 304-L CONSmUCT 18"¢ RCP STORM DRAIN CONSmUCT JUNCnON smUCTURE N0.2 PER CITY OF NEWPORT BEACH sm PLAN 311-L CONSmUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH sm PLAN 182-L CONSmUCT mANSJnON FROM ROLLED CURB & GUTTER TO CURB AND GUTTER, TYPE A(6" CF) PER CITY OF NEWPORT BEACH sm PLAN 182-L REMOVE AND REPLACE 111TH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH sm 116-L. THE SURVEY MARKER SHALL BE PROTECTED IN PLACE. REPLACE ALL CENTERLINE nES, LOT CORNER PINS ETC., DISTURBED BY WORK. ADJUST EXISnNG WATER VAL \/ES AND 4TT VAL VE BOX TO GRADE (BY OTHERS) 17 ~ I AS-BUILT! n n ------__j L_ L :=-,-- C-4095 STREET IMPROVEMENTS 1---1-----1-------------------------IM~<Z~d. RCE :62:4 KINGS ROAD RECONSTRUCTION PROJECT FROM STA. 40+25.00 TO STA. 45+00.00 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TE: SD 03 31 09 ©Diiif Olf L\'l~t':J'[.§)@l?Jii !Bl~A©l:=:l PUBLIC WORKS DEPARTMENT R-5916-S SHEET 9 OF 17 Ol f-w w :c (11 w w (11 w z :J :c ~ < :::;; 0 0 ci 0 + ~ f- (11 69 68 66 65 69 69 68 67 66 65 R=0.56% .• -----,._ -- 45+00 ' ' SCALE: 1 =20' EXIST. NL'Y FLOWLINE~ PROFILE -__,__ r;: C,-;:::-"' .., + cx:i <o <o ..,.'- 120' V.C.-P/=66.84-ST 46+10 ---r-- EXISTING FINISHED SURFACE@ CENTERLINE - ,? PROPOSED FINISHED SURFACE@ CENTERLINE EXIST. SL'Y FLOWLINE PROFILE ------ 46+00 " '--........ '-~ t, -......... '-'~1:1,------- &:l I c:, c:, <c <o + <o .... g :g i .... V, 7J 72 71 [2 74 -;;,--o; 7J ~ 72 71 74 7J 72 71 70 2~ +"' " "' r;: .... ..: " in' "' .::: '- [2 R- "' ..: " '- "~ §J0 ~ §Jo/ r;: o' co ~ '- 72 71 70 g !2 it " "' .... ..: " / EXIST. NL 'y FLOWLINE-----.. / / PROFILE ./ EXISTING FINISHED SURFACE@ CENTERLINE ~ [2 I ~ C, "' ~ it ..,. PROPOSED FINISHED SURFACE@ CENTERLINE / / §Jo/ 79 78 ~ I 77 8~ ii'; <o .... " " 76 79 78 77 2[2 / d~ / C) r;; / it.::: / ..,." EXIST. SL'Y FLOWLINE ~ / PROFILE y / / r;: / c:, <o "' C> / it "' t-... .... '-/ 79 / / 78 77 76 r;: 77 " "' " " 76 "~ 75 r;: " "' " " 78 [2 78 oii' "' " " 77 r;: ~ 76 " " 75 / / r;: ~ " " EXIST. NL'Y FLOWLINE PROFILE 50' V. C. -Pl=B0.40-ST 48+50 - PROPOSED NL 'Y Fl.Ol'iLINE PROFILE ffi {2 I c:, c:,- PROPOSED FINISHED ~ 1;,i SURFACE@ CENTERLINE ~ 82 81 80 ~ ~ f-w w :c (11 w w (11 w z BJ ....I :c 82 ~ < :::;; 81 0 0 ci 80 l{) + Ol -.;I- f-(11 EXISTING FINISHED SURFACE@ CENTERLINE / r;: / c:,-;:::-"' .., ~ +o; / co" .... '- EXIST. SL'r FLOWLINE PROFILE -- PROPOSED SL'Y Fl.OWL/NE PROFILE "' -d i ~ (Or,: (0 r;: 1 ~~ -'<I;;:;-C, c.., <o $ ~-= >;:d we we ;;g; 82 ~ s,l R"'1.49% 81 r;: Ceo "' c:, + . 80 C>-.... co PROPOSED SL 'Y Fl.01'/LINE PROFILE 47+00 48+00 49+00 EXIST. 6'x17' 6"AC [@] ..c:!_OIN_ 7 EXIST. 7 --\ ... ... \ EXIST. DRIVEWAY --...!.._ _ _!_..::::.:::;::::;.,_---,- .,, .,, NOTE:- CURB FACE: ANO WIDTH OF E:XISTTNG ROLLED CURB AND GUTTE:R VARIES THROUGHOUT TH£ PROJECT LIMITS AT LOCA TTONS WHERE: TH£ PLAN IND/CA TES R£CONS1RUCTTON OF CURB AND GUTTE:R, CONTRACTOR TO R£CONS1RUCT TO MATCH [XISTTNG CURB AND GUTTE:R UNLESS IND/CA TED OTHE:R'MS[. PROFILE SCALE HORIZ. 1"=20' CONSTRUCTION NOTES REMOVE: EXISTING PA VE:MENT AND BASE AND EXCA VA IE FOR PROPOSfD STRUCTURAL SECTION CONSTRUCT 4• THICK AC PA VE:MENT CONSTRUCT 6" THICK CRUSI/ED AGGREGA IE BASE REMOVE: EXlSTING ROLLED CURB & GUT/ER AND RECONSTRUCT PER DETAIL "A" Sf/ffT 2, CURB FACE TO MATCH EXISTING VERT. 1"=2' REMOVE: EXISTING DRIVEWAY AND RECONSTRUCT PER DETAIL SHEET 2, fl1DTH PER PLAN REMOVE: AND REPLACE mm NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CITY OF NEWPORT BEACH STD 116-L. THE SURVEY MARKER SHALL BE PRO/EC/ED IN PLACE. REPLACE ALL GEN/ERLINE TIES, LOT CORNER PINS ETC., DIS1URBED BY WORK. ADJUST EXISTING WA/ER VALVES AND 4TT VALVE: BOX TO GRADE (BY OTHERS) ORl~WAY DRl~WAY• 01[] 1120 1 I 124 I I 128 I CENTERLINE CURVE DATA DM§ 0 RADIUS LENGTH DELTA TANGENT CONSULTANTS 1 INC. 7 150.00' 274.89' 1 os·oo'oo" 195.48' C I V I L ENGINEERS 12J77 Lewis SL #101 Garden Grove CA 92840 P. 714-740-8840 f". 71-4-740-8S42 8 150.00' 294.52' 112 '30' 00" 224.49' SURENDER M. DEWAN RCE 34559 EXP. 9/30/09 02/23/10 AS BUILT REVIEWED: ~ <o NO. 34559 l---+------+----------------------1 M~~~~;4 9/3ot. ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TE: SD 03 31 09 I AS-BUILTI C-4095 STREET IMPROVEMENTS KINGS ROAD RECONSTRUCTION PROJECT FROM STA. 45+00.00 TO STA. 49+50.00 t'C D"iiV © Ir li\'l ~ t':7[.9) © Im "ii IBl ~ ~ t'C IXI PUBLIC WORKS DEPARTMENT R-5916-S SHEET 1 Q OF 1 7 BJ ---r;:' 82 --~ ~ r;:' 81 ~ -co 0 ,.... 3l 12 I-w I "' c:, 0, w a ~ :::c c5 (/) c:, "' 12 w"' BJ w ;j; c:, -(/) .,. ~ Ra=1.64% 12 w 82 z "' 0, ::J 12 ~ :::c c:, 81 ~ -~ <( :::;; 0 0 . 0 I!) + Cl st- I-(/) 82 --r;:' ---:;;:--81 0, -r;:' e co' a 80 -e 50 SCALE: 1=20' co "'r;:' PROPOSED NL'Y FLOWI./NE <o ""'co' d PROFILE co (.) "' c5 """" "' 1.ue q R"z.63% 85 "'r;:' "'r;:' ~ ""e::-EXIST. SL 'y FL OWL/NE r;:' ~ o; (.) "' PROFILE EXIST. SL 'y FL OWL/NE <lt!;;:,-0, -~ (.)" + • " PROFILE -~ 84 -1j co -+ X cci "' -..:-... -we ~ co "'r;:' "' -2 ~ -"""" --r;:' r:.,'f' ~ BJ ---(.) "' -.,,2,14% r;:' c:, ~ + >c: LO "' §)<;5 -we c:, ~ ~ ~ "' r;:' "' ~ -,;::-~ " -co "' 86 -" R"z.63% -e -r;:' - ~ c' 85 "' r;:' + <ci 3l 1:2 -e "' "' 6 K 0, 50' V.C.-PI= . 47-ST 52+00 50' v.c. PROPOSED FINISHED a ... 84 "' I.O co SURFACE@ CENTERUNE c5 co P/=88.05 "' 86 ST 52+50 3l 1:2 §: 12 6 K ~ ~ l2 0::, §: ~ ~ "> 85 12 ~ -c:, 12 ~ " 0, 0::, R-2 407,-...:: 12 i ~ c:, 0::, " "' --= Lu ~ -+ co ~ ~ <o 3l 12 ~ .. ~ 12 "' " :fl 84 ~ ~ + co g c' ---Ra=1.90% ~ "' -c:, co -l2 12 + ~ ~ (j 1:2 + -~ --" 6 r-.: "' ~ ~ a ,;::-c:, R=1.16% ~ 0::, "' :fl ~ ~ "> c5 l2 e (.) "' co R 86 12 .!. "' 12 " c:, "' " e "' <o ~ a + <ci 0, PROPOSED FINISHED 85 -co + ~ "'~ EXISTING FINISHED l2 LO SURFACE@ CENTERUNE SURFACE@ CENTERLINE 84 : ~i:iti:1~:i~RL/NE ~ "' r;:' EXIST. NL'Y FLOWLIN 85 ~ ""c- ::i "'r;:' (.) <o PROFILE ~-:::-+ ~cci "> -1.ue 3l ~ ~ 0::, "' 84 ""I.O q EXIST. NL'Y FLOWL/NE -~ "'r;:' LO we -:fl -~ " "";;:;-q ---PROFILE -'-' a -... "' ""I.O r;:' BJ + co -we R.,,z.02% r;:' ~ ~ -r;:' ~ "' ~ -~ ~ " -"I° " 0::, -a <ci -"' 304% 0, r;:' e ~ ~ R~. -:;;:-85 ~ "--+ to --e "' PROPOSED SL'Y FLOll /NE 84 r;:' PROFILE "I° "' ... BJ e 51 52 52+50 * --7---____ _cl9IN __ ----'+f-_,t--..,_ --_./.__ --~ I,\ 1 --~1---+::==...I--.-J.-~ ~ _) ---' "' t1 0 ... 0 ~ I-' "" <0 cl -...: "' .... £ "'x ~ + +Lu -;;; :z :'.'.~ 1-0 \;;\ V) ..., "'0 6 uEl CENTERLINE CURVE DATA 0 RADIUS LENGTH DELTA TANGENT 8 150.00' 294.52' 112·30•00" 224.49' 9 150.00' 162.32' 52·00'00" 90.13' "' "' C)-1 ::i ~ + ...; "' "' +ii !'> --" "' "" " I-"' "' "" 4 \ I I \ I I I I CONSULTANTS. INC. CIVIL ENGINEERS 12J77 Lni~ St. f101 Gorde!1 Gnm! CA. 92840 F'. 714-740-8840 F. 714-740-6842 SURENDER M. DEWAN RCE 34559 EXP. 9f30f09 88 87 86 I-w w :::c (/) (/) i!: w w (/) 89 w z ::J 88 :::c ~ <( 87 :::;; 0 0 ci I!) + C\I I!) I-(/) 88 87 86 I-w w :::c (/) (/) i!: w w (/) w z ::J :::c ~ <( :::;; 0 0 ci I!) + C\I I!) I-(/) J_EXIST. SL'Y FLOWLINE PROFILE 88 ------r;:' --r;:' -c:, ~ 87 "' ~ ~ " " r;:' e co ~ "' c:, 86 ~ " e 50' v.c . P/=88.05 ST 52+50 §: l2 Lu ~ EXISTING FINISHED ~ 12 I 3l 12 ~ " 6 ~ SURFACE@ CENTERLINE ~ 12,__ ~ -co 89 0, + " ~ c:, " 3l 12 ~ ~~ 0::, ;:f; 0::, :fl~ ~ 18 ~ "' ~ ~ 88 --+ ~ 12 f-' ---B.=t.6az 12 "' EXIST. CROSS 87 ~ ~ ;;:,,,,... >< R=1.14% L,j ~ ~ ~ GUTTER R ;;; " -c:: .J7z ~ 0::, 12 86 PROPOSED FINISHED ~ ;;:;-~ l2 "' R :::, ,. ~-SURFACE@ CENTERUNE ~ <ci " (i. :,.,, <o .. e ~ ~ :, ... ,. 85 12 ~(2 ------<o oi !r)' I.O O::,K 12 e + . ,_.., "' ~ .,,e I.O 0::, 88 !EXIST. NL' FLOWLINE PROFILE -87 -r;:' -- ~ ~ r;:' -~ " -86 0::, <o -"' -<ci -co l e;:' to' "' I.O e 52+50 * 53 I 245 I []QI] I I 12J7 I ;/ ---:-.--.------~ If ~~--------=---\ --------/ I ---_ t., --I ½OINIW-7 / \-::::. -<Jo1N c:, @ ;;,:1sT 3 +94.56 CLIFF DR = ---__-~ -ST 5 + 26.17 KINGS RD 1/ ---KINGS PLACE o-.N61'27'QO"H 54 101.08' -. I ;,.----g s3_---r-:::._-t-1 r:uF• ~ -1 -- ~ -- ~ 1 2 ' I I; I NOTE:- CURB FACE AND WIDTT-1 OF EXISTING ROLLED CURB AND GUT1ER VARIES 71-IROUGHOUT TH£ PROJECT LIMITS AT LOCATIONS WHERE THE PLAN IND/CA TES RECONSTRUCTION OF CURB AND GUTTER, CONTRACTOR TO RECONSTRUCT TO MATCH EXISTING CURB AND GUT1ER UNLESS IND/CA TED OTHERWISE. PROFILE SCALE HORIZ. 1"=20' VERT. 1"=2' SCALE: 1=20' CONSTRUCTION NOTES 1 NO. REMOVE EXISTING PAVEMENT AND SASE AND EXCAVA7E FOR PROPOSED STRUCTURAL SECTION CONSTRUCT 4" 7HICK AC PAVEMENT CONSTRUCT 6" 71/ICK CRUSHED AGGREGA 7E SASE REMOVE EXISTING ROLLED CURS & GUTTER AND RECONSTRUCT PER DETAIL "A" SHEE:T 2, CURS FACE TD MATCH EXISTING ADJUST EXISTING MANHOLE FRAME AND COVER TD GRADE PER CITY OF NEWPORT SEACH SID PLAN 111-L 02/23/10 AS BUILT DA lE DESCRIPTION OF REVISIONS REVIEWED: CONSTRUCT FULL DEP7H AC, 1' WIDE ADJUST UTILITY COVER TO GRADE (SY 071/ERS) REMOVE EXISTING CROSS GUTTER SPANOERAL AND RECONSTRUCT PER CITY OF NEWPORT SEACH SID PLAN 186-L ADJUST EXISTING WA7ER VALVES AND 4TT VALVE BOX TD GRADE (BY 071/ERS) I AS-BUil Ti STREET IMPROVEMENTS C-4095 KINGS PLACE RECONSTRUCTION PROJECT FROM STA. 49+50.00 TO CLIFF DRIVE DESIGNED: DRAWN: SD NC CHECKED: DA lE: SD 03 31 09 ~DiiV @fF [',.'J~t':71P@IR!ii !EJ~A~~ PUBLIC WORKS DEPARTMENT R-5916-S SHEET 11 OF 17 SCALE: 1=20' SCALE: 1 =20' • \ 10 If! & ~ I --~(.) I .. - - • ---......:"'i-"'~----.L :::::! J_ ---------------------..----------------------- ,,.,. "'· /2011 1 will .... /2001 j @fil 11921 I 11100 I ~ ~ ;t I 1911 I I I 11620 I \ 1901 I I I 116101 .., .... :u ~ !./)l,J LI.I ....,1------t--""T'"----➔ ---------- - ------------- - L,J ------;--!==l I l I I m ------l _l --=---=---_----'_l~-=--=-~-= = _J-_ _.,, __ \ __ 7 _____ ~ ---::::::: ::::::: ::,:::. _. 17 __ _ 4;..._.. ___ KINGS R01D --'--------1 ~ ------~ '§§------:::,....-----.... ,...--;::::,--;::::,.----___________ ~ ________ t ___ ~. _go: .,, .. ,Gs ~o~O ,6 ---:::::: -:::::: -;:::. ,~ -;::.:. -::::. -::::. -----_-__ -_ -_ -_ -__ ·= i---\ -----\ --I-~ i 1'11' ---:::: -.-I -------,------ - ---!-------------t------r-.- 1/ ,,----;;:. ---:::: ---\ __ ..1.----- - I I ---In -----' ---L- -------(' --;::::, ...--f '"'\ --;::::,_ -1/'\ - .....---: --~ ---~ -_ P5 _. ,... ---,.... -:----------------- 11621 1 -------r--------------'.....l._ __ -- [IfilJ COl:'..JSY~l!JlCYDOL\'l L'..JOYIES @ INSTALL 4" YELLOW LANE LINE WITH RAISED MARKER (DETAIL 9) @ INSTALL PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) ® INSTALL 12" SOLID WHITE STOP BAR. (THERMOPLASTIC) -- (6) INSTALL 4" DOUBLE YELLOW LINE PER CALTRANS STD. 29. (THERMOPLASTIC) @ PAINT ROLLED CURB GREEN (SEE PLAN FOR LOCATION) ® PAINT ROLLED CURB RED (SEE PLAN FOR LOCATION) @ PAINT HOUSE NUMBERS ON ROLLED CURB (IN CONSULTATION WITH HOMEOWNERS) CONSULTANTS, INC. CIVIL ENGINEERS 1~77 Lewis SL 1101 Gcrden Gro~ CA. 92MO P. 7\4-740-6840 F. 714-740-8642 SURENDER M. DEWAN RCE 34559 EXP. 9/30/09 RE\llEWED: ANTONY BRINE, RCE 45521 CITY TRAmC ENGINEER 1--N-O ........ _D_A_TE--+-D-E-SC-R-IP-TIO_N_O_F_R_E\ll_S_IO_N_S ____________ -IDATE: ______ _ RE\llEWED: M~~~~ R~E :2;4 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC CHECKED: DA TE: SD 03 31 09 GIEL'..JIE!flAL L'JOYIES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 2002 EDITION. 2. ALL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. -ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. -ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. -ALL STOP BARS TO BE 12" WHITE @ 1/2 UNLESS OTHERWISE NOTED. 3. STRIPING AND MARKERS SHOULD BE 2 COATS RAPID DRY PAINT W/GLASS BEADS FOR REFLECTION. (SEE SPEC.) LIE GIEL'..J!O ~~1 "STOP" TO BE INSTALLED PER A24D . I AS-BUILTI STREET IMPROVEMENTS STRIPING PLAN KINGS ROAD RECONSTRUCTION PROJECT FROM CLIFF DRIVE TO STA. 19+00 C U"ii" V O IF [;\'I~ t"J I?@ l?l "ii" !:ID~ AC D-0 PUBLIC WORKS DEPARTMENT R-5916-S SHEET 12 OF 17 ' I I I ' COL'..'1$'ii'LsJUJCTDOL'..'I L'..'IOTIES I \15201 I I I @JJ @ INSTALL 4" YELLOW LANE LINE WITH RAISED MARKER (DETAIL 9) @ INSTALL· PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) ® INSTALL 12" SOLID WHITE STOP BAR. (THERMOPLASTIC) I I (6) INSTALL 4" DOUBLE YELLOW LINE PER CALTRANS STD. 29. (THERMOPLASTIC) @ PAINT ROLLED CURB GREEN (SEE PLAN FOR LOCATION) @ PAINT ROLLED CURB RED (SEE PLAN FOR LOCATION) ® PAINT HOUSE NUMBERS ON ROLLED CURB (IN CONSULTATION WITH HOMEOWNERS) I • I I J O!JD I 1501 I /1201/ CONSULTANTS, INC. CIVIL ENGINEERS mn Lewis SL ,,01 Garden Gro~ CA 92840 P. 714-740-8840 f'. 714-740-8842 S\JRENDER M. DEWAN RCE 34559 EXP. 9/30/09 11421 1 ' \14001 ffiill 11110 1 ------' ', mm 1 11131 ' 113101 -- I-;;; 8 i :g 6:l + Cl: ~ :a: <3 111011 1--~ "' ' REVIEWED: ANTONY BRINE, RCE 45521 CITY TRAFFIC ENGINEER 2 ~ ~ "' 1-- "' 1--1---~1--------------------~ATE: NO. DATE DESCRIPTION OF REVISIONS ------- @ill 110201 v ... I-t,J t,J :::c: Cl) t,J t,J Cl) t,J z ::I :::c: ~ <C ~ 0 0 • 0 It) + O> C\I --I-Cl) 1-- ~ 6:l Cl: \ 1031 \ C, as REVIEWED: DESIGNED: DRAVM: SD NC CHECKED: DA TE: , , , SD 03,31,09 \ SCALE: 1=20' G!EL'..'IIE~Al L'..'IOTIES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL 8£ PER STAT£ OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 2002 EDITION. 2. ALL STRIPING SHALL 8£ REFLECTOR/ZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL THERMOPLASTIC STRIPING MUST 8£ REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL EXISTING PAVEMENT MARKERS MUST 8£ REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. -ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR 8£ 3M SERIES 290 MARKERS. -ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL 8£ CERAMIC. -ALL STOP BARS TO 8£ 12" WHIT£ @ 1/2 UNLESS OTHERWISE NOTED. 3. STRIPING AND MARKERS SHOULD 8£ 2 COATS RAPID DRY PAINT W/GLASS BEADS FOR REFLECTION. (SE£ SPEC.) ' [' :--1 ' SCALE: 1=20' I AS-BUILT[ STREET IMPROVEMENTS STRIPING PLAN KINGS ROAD RECONSTRUCTION PROJECT FROM STA. 19+00 TO STA. 29+50 ~ 0 "ii" V © IF L\'l ~ t':7 L9' © !Rl "ii" ~ ~ ~ ~ c,:J PUBLIC WORKS DEPARTMENT R-5916-S SHEET 1 3 OF 17 I 11000 I 110211 110111 I I ' I Q§JJ j - I J COt\'ISTli'UJCTIOL'J L'JOTIES ® INSTALL 4" YELLOW LANE LINE WITH RAISED MARKER (DETAIL 9) @ INSTALL PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) @ INSTALL 12" SOLID WHITE STOP BAR. (THERMOPLASTIC) (6) INSTALL 4" DOUBLE YELLOW LINE PER CALTRANS STD. 29. (THERMOPLASTIC) @ PAINT ROLLED CURB GREEN (SEE PLAN FOR LOCATION) @ PAINT ROLLED CURB RED (SEE PLAN FOR LOCATION) 110011 I ® PAINT HOUSE NUMBERS ON ROLLED CURB (IN CONSULTATION WITH HOMEOWNERS) 19201 j 910 1 1 911 I 1 901 1 I @qJ \ SCALE: 1 =20' CONSULTANTS. INC. CIVIL ENGINEERS 12377 l.etlb St. #101 Garden Grove CA. 92840 P. 714-740-6840 F. 714-740-8842 SURENDER M. DEWAN RCE 34559 EXP. 9/30/09 I 9oo 1 1800 I 1 811 I I 53o I lliIJ 1 111 I 1 510 1 REVIEl'IED: ANTONY BRINE, RCE 45521 CITY TRAFFlC ENGINEER 1----1-----4-----------------------1 DATE: DATE DESCRIPTION OF REVISIONS -------NO. 1 110 1 REVIEl'IED: I-en M~<Z~~:4 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC CHECKED: DA TE: , 1 , ,, SD 03,31,09 ' ffi SCALE: 1 = 20' GIEL\llEIFUAL L\'IOTIES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 2002 EDITION. 2. ALL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. -ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. -ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. -ALL STOP BARS TO BE 12" WHITE @ 1/2 UNLESS OTHERWISE NOTED. 3. STRIPING AND MARKERS SHOULD BE 2 COATS RAPID DRY PAINT W/GLASS BEADS FOR REFLECTION. (SEE SPEC.) I AS-BUil Ti STREET IMPROVEMENTS STRIPING PLAN KINGS ROAD RECONSTRUCTION PROJECT FROM STA. 29+50 TO STA. 40+25 ©DiiV @~ 1:'J~t':7[.9)@1?Jii ~~A©c,-0 PUBLIC WORKS DEPARTMENT R-5916-S SHEET 14 OF 17 ... In 1 soJ I SCALE: 1=20' SCALE: 1=20' ... ... ' COL\'ISYlrl.UlCYDOl:'J !:'JOY~$ ® INSTALL 4" YELLOW LANE LINE WITH RAISED MARKER (DETAIL 9) @ INSTALL PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) @ INSTALL 12" SOLID WHITE STOP SAR. (THERMOPLASTIC) ' 8 INSTALL 4" DOUBLE YELLOW LINE PER CALTRANS STD. 29. (THERMOPLASTIC) @ PAINT ROLLED CURB GREEN (SEE PLAN FOR LOCATION) ® PAINT ROLLED CURB RED (SEE PLAN FOR LOCATION) ® PAINT HOUSE NUMBERS ON ROLLED CURB (IN CONSULTATION WITH HOMEOWNERS) [mJ I 120 I / 124 J CONSULTANTS. INC. CIVIL ENGINEERS mn le'II'~ St. 1101 (4den Q-uve CA. 928,CO P. 7\4-740-8840 r, 714-740-ll842 SURENDER M, OE'l'IAN RCE 34559 EXP. 9/30/09 Qfil QiIJ / 128 I ,, ,, RE'v1E'M:D: ANTONY BRINE, RCE 45521 CITY TRAmC ENGINEER l--1----l----,----:-::-:::-:::-:-::,-:-:c-::---------------j DATE: ______ _ NO. DATE DESCRIPTION OF RE'v1SIONS RE'v1E'M:D: 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 2002 EDITION. 2. ALL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLACED WITH NEW MARKERS, . UNLESS OTHERWISE SHOWN. -ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. -ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. -ALL STOP BARS TO BE 12" WHITE @ 1/2 UNLESS OTHERWISE NOTED. 3. STRIPING AND MARKERS SHOULD BE 2 COATS RAPID DRY PAINT W/GLASS BEADS FOR REFLECTION. (SEE SPEC.) I AS-BUILT! M~c;t~~~ R;E :62~4 STREET IMPROVEMENTS STRIPING PLAN KINGS ROAD RECONSTRUCTION PROJECT FROM STA. 40+25 TO STA. 49+50 ASSISTANT CITY ENGINEER DESIGNED: DRAV.N: SD NC CHECKED: DA TE: SD 03 31 09 ©Oii'V @Ir C'-'l~t"J[,§)@rffiii IBl~~©IXl PUBLIC WORKS DEPARTMENT R-5916-S SHEET 15 OF17 SCALE: 1=20' COL'JID"ii"L",HUJCYiOL'J t\'.lOYI!~ @ INSTALL 4" YELLOW LANE LINE WITH RAISED MARKER (DETAIL 9) @ INSTALL PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) @ INSTALL 12" SOLID WHITE STOP BAR. (THERMOPLASTIC) 8 INSTALL 4" DOUBLE YELLOW LINE PER CALTRANS STD. 29. (THERMOPLASTIC) @ PAINT ROLLED CURB GREEN (SEE PLAN FOR LOCATION) @ PAINT ROLLED CURB RED (SEE PLAN FOR LOCATION) ® PAINT HOUSE NUMBERS ON ROLILED CURB (IN CONSULTATION WITH HOMEOWNERS) @I} I 225 I I I I I 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 2002 EDITION. 2. ALL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC, UNLESS OTHERWISE INDICATED. -ALL THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY. -ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY OR OVERLAY AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. -ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. -ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. -ALL STOP BARS TO BE 12" WHITE @ 1/2 UNLESS OTHERWISE NOTED. 3. STRIPING AND MARKERS SHOULD BE 2 COATS RAPID DRY PAINT W/GLASS BEADS FOR REFLECTION. (SEE SPEC.) f.} "STOP" TO BE INSTALLED PER A24D. DMI§ CONSULTANTS. JINC. CIVIL ENGINEERS 12377 lewis St 1101 Gac:n Grffli CA. 92840 P. 714--740-040 F. 714-740-8342 I 237 I REVIEV.rn: ANTONY BRINE, RCE 45521 CITY TRAFFIC ENGINEER t---t-----t----------------------tDATE: NO. DATE DESCRIPTION OF REVISIONS -------SURENDER tJ. OE\"/AN RCE 3-4559 EJ<P. 9730/09 I 245 I REVIEWED: ~-4"w ~ • MIHAELJ. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: SD NC CHECKED: DATE: SD 03 31 09 I I I AS-18UILTI STR°EET IMPROVEMENTS STRIPING PLAN KINGS ROAD RECONSTRUCTION PROJECT FROM STA. 49+50 TO CLIFF DR. ©Diiif @~ L\'l~t':7L9>@00ii IID[!~©IXI PUBLIC WORKS DEPARTMENT R-5916-S SHEET 16 OF 17 EX. CURB & GUTTER EX. CURB & GUTTER / / / EX. CURB & GUTTER EX. CURB & GUTTE INSTALL R1-1 SIGN REMOVE EXISTING R1-1 SIGN EX. CURB & GUTTE / WHITE 3 DET 21 (32') ...................... ,...---, ................ .............. ·_·.-:.-.-.-.-.... .-. ~-./ ......... INSTALL R1-1 SIGN SCALE 111=20' EX. CURB & GUTTER EX. CURB & GUTTER SIGN EX. CURB & GUTTER ' ~ 18' 18';-( 1.5' 30' CONSTRUCTION NOTES CD PROTECT-IN-PLACE EXISTING IMPROVEMENT @ G) G ® REMOVE CONFLICTING STRIPING INSTALL 12" STOP BAR IN WHITE PAINT INSTALL PAVEMENT LEGEND IN WHITE PAINT INSTALL TRAFFIC CIRCLE SIGN PER DETAIL "A" (3 FT HEIGHT MEASURED FROM BOTTTOM OF SIGN) (!) INSTALL/REPLACE SIGNS AS INDICATED REMOVE SIGNS AS INDICATED C) ® ® PAINT CHANNELIZATION AS INDICATED (PER DETAIL BELOW) INSTALL RUBBER BARRIER CURB {SUPERFLEX CURB BY TRAFFIC LOGIX) PER SPECIFICATION @) INSTALL SYNTHETIC GRASS (LUXURY LAWN BY POL YTURF, INC.) PER SPECIFICATION DETAIL "A" I' 0.625' 2.25' R3.25' 4' R5.50' R 1.50' <TYP) RUBBER BARRIER CURB GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS SHALL BE PERFORMED UNDER THE CONTRACT, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION," 2000 EDITION, AND SUPPLEMENTS TO DATE. 2. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006, EDITION OR M.U.T.C.D. 2003 EDITION AND CA SUPPLEMENT. 3. THE CONTRACTOR IS REQUIRED TO USE "TRAFFIC LOGIX" SUPERFLEX CURB. CONTACT ERIC PETRAZNKY FROM "TRAFFIC LOGIX" AT (866) 915-6449 EXT. 244. - 4. THE CONTRACTOR IS REQUIRED TO USE "POL YTURF, INC." FOR THE SYNTHETIC_ GRASS WITHIN TRAFFIC CIRCLE. CONTACT KAROLEEN ALEXANDER AT (949) 551-4696. EXISTING PAVEMENT 3" SANTA ANA AVENUE CLAY STREET EXISTING PAVEMENT 3" r-35".6"7 ~======= -=====±==--=--=======~ I I L----------------------------~ ~---SYNTHETIC GRASS "'-R2.25' 2.25' (SEE SPECS)--~ (SEE SPECS) 10.25' 4• >----24'----< * BLACK LEGEND ON WHITE BACKGROUND (REFLECTORIZED) I 4.25' 4.75' I 2.25' 0,25' <TYPJ ARROW HEAD DETAIL (TYP) 5' ~ 32' CHANNELIZATION DETAIL SCALE: 1" = 20' No. 45521 . 12-31-08 CJVU, 1 02/23/10 AS-BUILT DATE BY DESCRIPTION TRAFFIC CIRCLE N. T. S. ~ CLAY STREET ~-36' DIAMETER EXISTING 1 CURB~,' TRAFFIC CIRCLE PLAN VIEW N. T. S. APPROVED DATE Cl1Y TRAFFIC ENGINEER R.C.E. NO. 45521 I I I SANTA ANA AVENUE I AS-BUILT I TRAFFIC CIRCLE SANTAANA AVENUE@ CLAY STREET APP'o. DESIGNED 18 DRAWN BL CITY OF NEWPORT BEACH R-5916-S 1--~-~---RE_VI_S_IO-NS-----~--+=cH""'E=CK=ED,---1-=D-,-,ATE=----I 18 03/30/09 PUBLIC WORKS DEPARTMENT SHEET 17 OF 1 7