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HomeMy WebLinkAboutR_7014_SCITY OF COSTA MESA JOHN WAYNE _, AIRPORT .l C ~,<),, :r a 'f> CITY OF IRVINE ' L._ __ _ RECORD DRAWINGS Th~!5€ R,;;,ccrd Dr-owing;; hCJve b;;-en pr-epar~d b<J citad on 1.h;;; best ci voilubls:: inform o tk;n. WJ1il~ t his information is believed to be reliable, City of hl ewport Beach is not r esponsible for it ~ occuracy, nor tlH, 1:on ors 0 1· om issions which may or may not 1·1ove bee n lncorpor(l ted into n 1ese pl ans. PUBLIC WORKS DEPARTMENT EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION C=:,) PR OJECT LOCATION SYMBOL -0-POWER POLE @ Sf:WER CLEANOUT @ UTILITY MANHOLE "°" FlRE HYDRANT Ill WATER METER Ill STREET LIGHT PULL BOX llll TRAFFlC SIGNAL PULL BOX ,:,.-0 STREET LIGHT 0 WATER VALVE (-GUY \\1RE ,,. SURVEY MONUMENT p SlGN @ VAULT \f:NT .. IRRIGATION CONTROL VALVE ABBREVIATIONS {IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE E ARV AIR RELIEF VALVE EC ACP ASBESTOS CEMENT PIPE ECR AC ASPHALT CONCRETE EVC BC BEGIN CURVE EOP BCR BEGIN CURVE REnJRN EXIST eve BEGIN VERTICAL CURVE FLG BU< BLOCK FE CATV CABLE TV FL Cl CAST IRON FM ~ CENTERLINE FO CNB CITY OF NElll'ORT BEACH G CL CLASS GV CLR CLEAR GB C&G CURB ANO GUffiR GE VICINITY MAP NOT TO SCALE llSl CABLE TV PULL BOX 0 CORING LOCATI ON ID ELECTRICAL PULL BOX ~ BUILDING --- -EXISTING CONSTRUCTION - ---RIGHT OF WAY LINE ----NEW CONSTRUCTION --_Ii,---CENTERLIN E ---SS ---Sf:WER LINE ----W---WATER LINE ---G---GAS LINE --E--ELECTR1CAL LINE -T-TELEPHONE LINE -CATV-CABLEVISION LINE ---TS ---TRAmC SIGNAL FO LINE ---COIA---AT&T FO CONDUIT ---SO---STORM DRAIN -x -x -x-FENCE EAST /ELECTRIC ENO CURVE ENO CURVE REnJRN EN@ VERTICAL CURVE EDGE OF PAVEMEN T ~t~~G FLANGED ENO FLOW LINE FORCE MAJN FIBER Ol'TIC GAS GATE VALVE GRADE BREAK GROOVED END IP&T LT MH MAX MJ MIN NG N NTS NO 0G PE PROP PB RCP IRON PIPE AND TAG LEFT MANHOLE MAXIMUM MECHANICAL JOINT MINIMUM NAnJRAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN ENO PROPOSED PULL BOX REINFORCED CONCRETE PIPE MAPPING ANGLE AND GRID FACTOR BASIS OF COORDINATE RET RT SCH s sea SHT SW s SCE SQ STL T w W/ RETAIN ING RIGHT SCHEDULE Sf:WER SE\1£R CLEANCXJT SHEET SlOEWALK SOOTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WI TH I FVPK J 2188769.57 J 6009640.53 J-<J.53.16.44 J 0.9999655105 J-24.356 J ALL COORDINATES AND DISTANCES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. AS USED IN TABLES ABOVE, HEIGHT REFERS TO THE VERTICAL VALUE OF THE CALIFORNIA GEODETIC COORDINATE OR EQUIVALENT ELLIPSOID HEIGHT USED TO CALCULATE THE COMBINATION FACTOR. IN THE EVENT THAT THE CAL CU LA TlONS ARE NOT ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED LOCALLY UPON THE FOLLOWING BENCHMARKS/CONTROL STATIONS AS PUBLISHED BY THE ORANGE COUNTY SURVEYOR (OCS): PERFORMED AT A "REAL" POINT IN THE SURVEY.THERE MAY BE NO STATION OR ELEVATION TO LIST. DISTANCES SHOWN HEREON OR INVERSED FROM COORDINATES SHOWN HEREON ARE IN REFERENCE TO CCS83. TO APPROXIMATE LOCAL GROUND DISTANCES DIVIDE BY THE COMBINATION FACTOR REFERENCED CSRC STATIONS CONNECTED FVPK 2188769.57 6048756.26 CSRC REFERENCE STATION THMS 2146978.45 6099553.09 CSRC REFERENCE STATION TRAK 2171992.61 6088761 .2 CSRC REFERENCE STATION CONTRACT NO. C-7807-2 ROJEC NO. 21 R12 APPROVED: LOCATION MAP NOT TO SCALE EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EOISOO COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES OI\IISlON ORANGE COUNTY SANITATION DISTRICT UNDERGROUND SER\IICE ALERT MESA WATER DISTRICT CHARTER COMMUNICATIONS CRO\\tl CASTILE IR\IINE RANCH WATER DISTRICT LAGUNA BEACH COUNTY WATER OISTRICT DAY (714) 634-5067 909) 329-9445 510) 64~2929 949) 644-3011 714) 593-7326 sool 422-4133 949 574-1000 1 714) 591-4871 724l 416-2193 949 453-5300 949 494-1040 DATE: {949) 644-3717 (800) 422-4133 {949) 631-1200 LEGEND 1 •• ... 'I COLO IAILL PAVEMENT SECTION -'-,-'-,-'-,-'-,-'-,-'-EXISTING UNOERL YING PCC c~·~TE t-1-1-1-1-1 Vl"I\A'U:. ™ §~iiiiiiil I EXISTING NATI VE SOIL EXISTING AGGREGATE BASE Sf:CTION EDGE MILL PAVEMENT SECTION NEW PCC PAVEMENT FlJLL DEPTH PAVEMENT REPAIR AC OVERLAY PAVEMENT SECTION GRIND EXISTING CONCRETE TRENCH BREAKLINE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFOR MED UNDER CONTIRACT SHALL BE CONSTIRUCTEO IN ACCORDANCE WITH THE "STANDARD SPECIF!CATIONS FOR PUBLIC WORKS CONSTIRUCTION ", 201 5 EDITION AND SUPPLEMEN TS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTIRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILI TIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTIRUCTION . 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FIN ISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250, UNLESS OTH ERWISE NOTED. 5. CONTIRACTOR SHALL ADJUST CITY UTILITIES {e.g. WATER VAULTS. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FlNISHEO GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT ANO CURB AND GUTTER SHALL JOIN ANO MA TCH LINE ANO GRADE OF EXISTING IMPR OVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY Of THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FDR IN THE SPECIF!CATIONS, OR VICE-VERSA , SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INOICA TED ANO CALLEO FOR IN BOTH . ANY WORK NOT INSTALLED ACCORDING TO ORAV.,NGS AND SPECIFICATIONS OR ORDINANCES ANO LAWS SHALL BE REPLACED AT CONTIRACTOR 'S EXPENSE. 9. RIGHT OF WAY SHOWN IS APPROXIMATE ANO FOR REFERENCE ONLY. 10. PLEASE NOTIFY THE ORANGE COUNTY SYSTEM PROTECTION OFFICE AT {71 4) 577-5084 AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF THE METIROPOLI TAN WATER OISTIRICT FACILITIES. I 1. EXISTING SHALLOW BURIED FIBER OPTIC LINES EXIST WITHIN PROJECT LIMITS. IN AREAS 111TH FULL DEPTH REMOVAL, CONTRACTOR TO VERIFY FlBER OPTIC UTILITY LOCATIONS AND PROTECT UTILITY PRIOR TO FU LL DEPTH DIG OUT OR OTHER CONSTIRUCTION WORK. CONSTRUCTION NOTES G) PROTECT IN PLACE (D PROTECT IN PLACE, SEE "EXCAVATION OETAJL • EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 (D CONCRETE SIDEWALK PER CNB ST0-180 © CONCRETE DRIVEWAY APPROACH PER CNB STD-160, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 © CONCRETE ALLEY APPROACH TYPE A PER CN8 STD-142, RECONSTIRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR OETAJLS" ON SHEET CD-009 © CONCRETE CURB ANO GllTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION. SEE "PAVEMENT REPAIR DETAJLS" ON SHEET CD-009 (D CONCRETE CURB ANO GUTTER TYPE C PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR OETAJLS" ON SHEET C0-009 © CONCRETE CROSS GllTTER PER CNB STD-185, RECONSTIRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS' ON SHEET CD-009 © REMOVE IIMROUNO FLASHERS @ CONCRETE CURB RAMP PER CNB ST0,181, RECONSTIRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 @ ADJUST MANHOLE TO GRADE @) REPLACE PULL BOX ANO ADJUST TO GRADE @) REPLACE UTILITY BOX COVER ® CONCRETE SPECIAL CROSS GllTTER PER CNB ST0-186, RECONSTIRUCT PAVEMENT SECTION. SEE "PAVEMENT REPAIR DETAILS' ON SHEET CD-009 @ PLACE 3/8" THICK EXPANSION JOINT MATERIAL @ EDGE MILL VARIABLE DEPTH @ GRIND EXISTING CONCRETE BACKFILL DOWN TO BE FLUSH WITH EXISTING PCC LAYER, APROXIMAlcLY 'Z' @ REPLACE PULL BOX WITH CN8 STD-204 AND ADJUST TO GRADE @) SAWCUT EXISTING PAVEMENT @ INSTALL NEW MANHOLE FRAME ANO COVER PER CNS ST0-318 ANO STD-J21 @ CONCRETE LOCAL DEPRESSION PER CNB STD-306, RECONSTRUCT PAVEMENT SECTION, SEE 'PAVEMENT REPAIR DETAILS" ON SHEET CD-009 @REPLACE UTILITY VALVE AND ADJUST VALVE COVER TO GRADE @REMOVE AJNO REINSTALL @ COLO MILL 'r AC PAVEMENT @ PLACE 2' ARHM FINISHED COURSE @ ROADWAY EXCAVATION FOR FlJLL DEPTH PAVEMENT SECTION (10,INCH EXCAVATION), ANO CONSTRUCT 2' ARHM FINISHED COURSE OVER 8" AC BASE COURSE @ REMOVE BRICK PAVERS BY HANO, RESET BRICK AFTER CONCRETE CONSTRUCTION IS COMPLETED @COLO MILL 21/2" AC PAVEMENT @ PLACE 1• MIN AC LEVELING COURSE, 1112' THICK ARHM FINISHED COURSE @ ROMJWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (8-INCH EXCAVATION), ANO CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 5 1/2" AC BASE COURSE @ ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6·1NCH EXCAVATION), AND CONSTRUCT 11/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 3 1/2" AC BASE COURSE @ ROMJWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (8-INCH EXCAVATION), ANO CONSTRUCT 'r ARHM FINISHED COURSE OVER 4' AC BASE COURSE @ REMOVE EXISTING PCC PAVEMENT @ ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION 16·1NCH EXCAVATION), AND CONSTIRUCT 4" BASE ANO 'r FINISHED COURSES UP TO MEET FINISHED GRADE @) CONCRETE SPANOREI. PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR OETAJLS" ON SHEET CD-009 E a. "' "' i '"' 0 -~ I "' "' "' ~ ;:;, "' .,, -" "\ .c ."1 :;; =";'""---------------t ~ Q. 0 SHT 1 2 3-14 15-19 20-32 REF. H TT-001 THRU 012 THRU 005 THRU 012 DESCRIPTION TITLE SHEET TYPICAL SECTI ONS & DETAILS PLAN & PROFILE GRADING PLAN CONSTIRUCTIDN DETAILS 5-a. E 5 0 0 0 ? 32 33-38 XS-001 ST-001 GR-001 CD-001 PD-001 PD-002 THRU 007 PAVEMENT DELINEATION NOTES AND LEGEND SIGNING & STIRIPING TIRAFFIC CONTIROL CONCEPTUAL PLAN TT-001 ~ 0 PROVIDED HEREON. C-7807-2 8: r------------------------,-=:::-:-=:-::-:-:--:::-:---------------------------.,------------------------------------.,.==::-:====--ir.::=='.""'::====---+===-====c,---,------------------------=-..:...=-=..:...-=-15-BENCHMARK PREPARED BY: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: EAST COAST HIGHWAY AND MARGUERITE AVENUE i CALL TOLL FREE 1-800-2127 -2600 BEFORE YOU DIG ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE NORTH AMERICAN ON. PAVEMENT REHABILITATION ~ VERTICAL DATUM OF 1988(NAVD88)BASEO LOCALLY UPON THE FOLLOWING ~1 / J~ " n E BENCHMARKS/CONTROL STATIONS AS PUBLISHED BY THE ORANGE 9.JSAN E. ).IQiAJ.51( ~ 't1IL Vi> c: COUNTY SURVEYOR(OCS): INTERNATIONAL No, 67916 ~ MIC MARTIN ARK vukw:, P.E. IC . SINACOR1, P.E. TITLE SHEET g BM7R54 OCS BM T,167•RS4 3 314• USCGS BRONZE DISK 89.105 2011 5 Hutton Centre Drive, &Ille 500 uo~-_-.;:3,:.0-_,2""3 / • DEPUTY PU C \\IJRl(S DIRECTOR DIRECTOR ASSISTANT CITY ENGINEER ,3. STAMPED .,.167 RESET 1954• IN CONG POST Sanl• Ana, CA 92707 ,v, MUNIOPAL Cl'ERATIOIIS UTILITIES DEPARTMEIH 1---------------------~-R--0-1-4--S--1 ~ INNWLYMCRNROFSEAWARDRDANDPCH :=~~i./i4.~'!,.sos DATE: M-,-'l. f DATE: /(}-S• 2/ DATE: t o-S-"Z..\ CITY OF NEWPORT BEACH f--_-_7 __ -__ :: 42.7"NE'LYOFPCH&229.7"N'LYOFSEAWARDRD PUBLIC WORKS DEPARTMENT SHEET 1 OF 38 ?' L_ ________________ ....1..--!==i=======================~=!:==='===:d...---...l.. __________________________ _1_ ______ ,L ______ ...1... ______ _1_ __ _:__::::::::_::..::.:::::::::.::::.:::..:::::.:.:~:'..:.'..--_l~~~:'.'.....:::~u R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 2 TYPICAL SECTIONS & DETAILS LEGEND EXISTING NATIVE SOIL COLD MILL PAVEMENT SECTION C-7807-2 XS-001 EXISTING AGGREGATE BASE SECTION AC OVERLAY PAVEMENT SECTION FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE CONSTRUCTION NOTES PROTECT IN PLACE EDGE MILL VARIABLE DEPTH COLD MILL 2" AC PAVEMENT PLACE 2" ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (10-INCH EXCAVATION), AND CONSTRUCT 2" ARHM FINISHED COURSE OVER 8" AC BASE COURSE COLD MILL 2 1/2" AC PAVEMENT PLACE 1" MIN AC LEVELING COURSE, 1 1/2" THICK ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (8-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 5 1/2" AC BASE COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 3 1/2" AC BASE COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 2" ARHM FINISHED COURSE OVER 4" AC BASE COURSE EDGE MILL PAVEMENT SECTION NOTES: 1. STREET CROSS SLOPES VARY. REFER TO GRADING PLANS FOR CONTOUR LINES. 2. REFER TO PLAN AND PROFILE SHEETS FOR LOCATIONS OF FULL DEPTH PAVEMENT REPAIR R/WR/W EAST COAST HIGHWAY STA 182+74.80 to STA 215+00.00 SCALE: NOT TO SCALE (PUBLIC STREET) MARGUERITE AVE STA 8+45.79 to STA 9+80.53 SCALE: NOT TO SCALE (PUBLIC STREET) R/W R/W R/W R/W MARGUERITE AVE STA 11+30.86 to STA 12+94.00 SCALE: NOT TO SCALE (PUBLIC STREET) W'LY E'LY MARGUERITE AVE STA 12+94.00 to STA 26+37.67 SCALE: NOT TO SCALE (PUBLIC STREET) R/W R/WW'LY E'LY R/W R/W W'LY E'LY EAST COAST HIGHWAY STA 151+52.27 to STA 182+74.80 SCALE: NOT TO SCALE (PUBLIC STREET) SCALE: NOT TO SCALE STA 215+00.00 to STA 228+00.00 EAST COAST HIGHWAY (PUBLIC STREET) R/W R/W SCALE: NOT TO SCALE STA 228+00.00 to STA 242+32.00 EAST COAST HIGHWAY (PUBLIC STREET) R/W * NO MEDIAN FROM STA 228+00.00 TO 228+69.72 STA 238+08.78 TO 242+32.00 R/W * NO MEDIAN FROM STA 215+00.00 TO 215+48.46 STA 227+66.35 TO 228+00.00 EAST COAST HIGHWAY STA 242+32.00 to STA 266+61.00 SCALE: NOT TO SCALE (PUBLIC STREET) R/W R/W CAMEO SHORES DR TO PELICAN POINT DR MORNING CANYON RD TO CAMEO SHORES DR MACARTHUR BLVD TO MARGUERITE AVE MARGUERITE AVE TO MORNING CANYON RD PELICAN POINT DR TO NEWPORT COAST DR ALLEY TO 5TH ST BAYSIDE DR TO ECH ECH TO ALLEY VAR 46' TO 1' PKWY EXIST BASE I IC :J· VAR 5' PKWY TD 10 SW EXIST BASE 28 29 28 29 VAR 45'TO 42' VAR 40' TD 32' WESTBOUND VAR 5' TD 15' MEDIAN VAR 5' TO 15' MEDIAN EXIST PCC PAVEMENT VAR 35' TO 44' 10' 1 ' SW I VAR 0.5% TO 4_5% j ····-,:.,_ __ tdii·~iai~-~~~a"-";;M;;;:;··· £~,:~~-• ;~~ ~••=•w-~¼";:--=·::::.~'TEXIST SW 1 EXIST PCC PAVEMENT 31 1 EXIST CURB EXIST MEDIAN AND GUTTER CURB EASTBOUND EXIST BASE VAR 31 'TO 51' VAR 0% TO 4.1% EXIST AC PAVEMENT VAR 7' ! 6' TO 5' 1 SW PKWY I rr--- ----r -______ _j • ~-,ctzy1,1.. .,··--~~r-...J 1---r -~ r ~EXIST SW lc:DEXIST CURB 1 EXIST PCC PAVEMENT 31 EXIST MEDIAN CURB EASTBOUND AND GUTTER 1 EXIST AC PAVEMENT EXIST BASE VAR 2' VAR o' I TD 1 ~ \/L.r? 12· TO ~ .• VAR 7'TO O' VAR 43'TO 30' VAR 21' TD 45' VAR 47' TO 30' VAR 14' TO 5' TO 8' ' I I SW PKWY 28 29 8c 45' TD 4' MEDIAN 28 29 VAR 0.2% TO 5.9% l VAR 0% TO 5.3% ------I-----, ----1~-I =•===1: ~===t'==~:--~=-~•~: EXIST.SW evJ-----J !i··~··~""'-~.s~-o/i,-~ii"'--•~Z =:=,f EXIST CURB 31 1 EXIST AC 1 EXIST PCC ® PAVEMENT PAVEMENT 1 EX I ST PCC AND GUTTER WESTBOUND PAVEMENT EXIST MEDIAN EASTBOUND EXIST BASE * NO MEDIAN CURB FROM STA 182+74,80 TO 183+20,89 STA STA 184+57.53 TO 186+27.95 STA STA 188+61.06 TO 189+30.04 STA STA VAR 50' TO 128' 191+60,37 194+61, 26 203+97. 47 213+73,44 TO 162+26. 7 TO 195+30,53 TO 204+92,09 TO 215+00,00 SW PKWY I I ----------------r _________ J ~~~rr:-------1 :_ \ L{DEXIST SW lcDEXIST CURB AND GUTTER EXIST AC PAVEMENT EXIST BASE VAR 51' TO 98' 77' 66' I VAR 58' TO 66' VAR 55' TD 57' I I I I I I I VAR 0% TO A NOTE: CRACK SEAL ONLY APPLIES FROM PELICAN POINT TO NEWPORT COAST DRIVE ''j -··-·-. ' y -----~ .. -. • -- ~s:u;::: J ••• ~ m;,=~:;:. :=~: ':::;~J~;;: :: -· .:):~;;,~:~~;y= ·~ ::~:~:'.,· -~):;'~ PAVEMENT WESTBOUND EASTBOUND PAVEMENT ---------- I 4' 10' I SW I I L-----r----~ ----J ----------~ SW I EXIST AC PAVEMENT 10' 8' 12' 25 24 26 VAR 0.4% TD 3.3% ----=··=-"-;""::·· 20' ~ 70' I 140' I VAR TO 12' 0.3% 3.2% --••O< -- EXIST BASE ~ I 70' 40' 12' 8' 26 8' 10' .. r------- EXIST AC PAVEMENT 10' EXIST AC PAVEMENT 4' SW ---------. " 1...--- I I I I ,___ 2' I 5 ------- EXIST AC ~~---"~f J---~•_; ~VARIABLE O" TO PAVEMENT :-j 2" EDGE MI LL PROPOSED AC OVERLAY DETAIL A SCALE: NOT TO SCALE LJ 12' VAR 65' TO 32' VAR 2' TO 45' VAR 31' TO 84' VAR 21' TO 11' SW MEDIAN 28 29 I ',,, ___ {___________ VAR O. 1 % TO 5% '----------==::::1L-~·-' '.'. . /., /. ,1 ._., ..... ,,,x.,,.,.,,.,, ... = .... ·==P== -----____ ....1..._ EX I ST SW -------------- EXIST CURB AND GUTTER 30 WESTBOUND EXIST AC PAVEMENT EXIST BASE I EXIST MEDIAN CURB * NO MEDIAN FROM STA 152+09,37 TO 153+06,77 STA STA 157+79.37 TO 159+81,05 STA STA 160+37.24 TO 161+o7,79 STA STA 164+05,69 TO 164+65,49 STA STA 165+09,81 TO 165+77,93 STA STA 171+24,99 TO 171+92,77 STA RECORD DRAWINGS lhe)S€ Re:cord D!·owlrHJ:"i hc--.1e be-en pt·ei:,ar-ed l)q;::ed en 1.h-e b~$l i;i vaii0ble infQrrno tion Wllil,;;: thJs information is believed to be r-elicble, City ot I\Jt2,1.·port Beach is not responsible for Its occun::icy, no1-tht:: &t-ror5 or omissions -whkh may or· rnay not hove be-e n l(lcorpCJrCJte-d In to ti-1ese plans. EASTBOUND 173+23.46 TO 173+52,13 174+14,30 TO 174+18,47 175+o0,83 TO 175+74,78 176+46,21 TO 177+10,19 178+73,49 TO 179+43,65 12+26,08 TO 182+74,80 EXIST BASE PREPARED BY: SW Michael Baker ~ VAR 70' TO 85'-5" 40' 14' 20' SW 20' 9'-6" I 1 VAR 4' -6" TO l5'-10" SW I l 24 25 VAR O . 4% VAR o. 3% 24 25 1 TD 3 . 3% TO 3. 2% 1 ------ ms, s, J -===~1':::. -~=~::1vms, Ma • ms, s, EXIST CURB PAVEMENT AND GUTTER AND GUTTER REVIEWED: t---+-----+-------------------+-----1 "~u_ SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DA VIS RCE 82033 ASSOCIATE CIVIL ENGINEER r=:-:=::::-....:S~M+:-'."=:::---.:::LN"-l----+------l-------------------l------lDATE __ Occ9,.._/0""7.,__/2c...1 __ _ CHECKED: DA TE· NC 09 /07 /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED D ."-rn c .c ,,! :::, C: □ rn ::, VJ E □ r--,.., " - -N " N N " Ol 0 □' ;< 'O -0 0 I VJ X I Ol Ol Ol Ol r-- / rn C: ,Q ~ u " VJ I X ./ > 0 ./ ;.:: 0.. rn C: □ L r-./ 0 0 ,0: ::3,- Ol Ol Ol Ol r-- / □ ~ □ 'O Cl. SHEET OF ./ I 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 40 20 40 80 120 SCALE: 1"=40' 0 3 CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 163+00 164+00 STA 151+52.00 TO 164+00.00 PLAN & PROFILE C-7807-2 MA T C H L I N E S T A 1 6 4 + 0 0 SE E S H E E T S T - 0 0 2 MA T C H L I N E S T A 1 6 4 + 0 0 SE E S H E E T S T - 0 0 2 ST-001 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE LEGENDCONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE CURB AND GUTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 ADJUST MANHOLE TO GRADE REPLACE UTILITY BOX COVER REPLACE UTILITY VALVE AND ADJUST VALVE COVER TO GRADE COLD MILL 2 1/2" AC PAVEMENT PLACE 1" MIN AC LEVELING COURSE, 1 1/2" THICK ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (8-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 5 1/2" AC BASE COURSE REMOVE EXISTING PCC PAVEMENT 1 2 6 11 13 22 28 29 30 33 110 110 120 120 110 110 120 120 FE R N L E A F A V E DH A L I A A V E M A C A R T H U R B L V D LL CL C LC 26 2 8 26 6 0 26 4 0 61 5 27 6 0 27 5 4 27 0 0 27 1 2 F E R N L E A F A V E EXIST R/W DH A L I A AV E EXIST R/W EXIST R/W EXIST R/W EXIST R/W C A R N A T I O N A V E 27" WATER MAIN (LBCWD)1 1 24" WATER MAIN 1 27" WATER MAIN (LBCWD)1 WATER VALVE22 WATER MH(LBCWD)11 151+52.00 BEG NEW PAVEMENT BEG NEW PAVEMENT CNB FO LINE 1 WASTEWATER1 1 WATER VALVE22 MH CONCRETE STRUCTURE (MNWD)1 SEWER MH (CNB)WATER VALVE 22 UTILITY BOX 13 WATER VALVE22 30' x 4' x 8" 15' x 10' x 8" 284' x 5' x 8" 6 28 29 BEGIN CURB & GUTTER FO LINE2 FO LINE2 FO LINE 30 30 30 28 29 10' x 12' x 8" 28 29 28 29 28 28 29 STORM DRAIN CURB RAMP SEE DETAIL ON SHEET CD-001 CROWN CASTLECONDUIT1 16" GAS LINE 1 36" MWD1 EAST COAST HIGHWAY TC EOP MEDIAN TC 27" WATER MAIN (LBCWD) 11 WATER MH (LBCWD) TRAFFIC LOOPS 1 28 29 2 158+42.70=158+54.10 EC 151+0 0 152+0 0 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164 30 28 29 11 MEDIAN EOP 28 29 28 29 END CURB& GUTTER 6 30 30 33 6BEGIN CURB& GUTTER BCR 162+00.50 ECR 162+13.73 30 MA C A R T H E R BL V D EXIST N'LY EOP PROFILE EXIST N'LY EOP PROFILE 15 1 + 5 2 . 8 3 (1 1 9 . 3 3 ) F S 15 2 + 0 0 . 0 0 (1 2 0 . 1 9 ) F S 15 3 + 0 0 . 0 0 (1 2 1 . 3 0 ) F S 15 4 + 0 0 . 0 0 (1 1 8 . 3 4 ) F S 15 5 + 0 0 . 0 0 (1 1 5 . 9 7 ) F S 15 6 + 0 0 . 0 0 (1 1 3 . 9 0 ) F S 15 7 + 0 0 . 0 0 (1 1 2 . 7 9 ) F S 15 8 + 0 0 . 0 0 (1 1 1 . 7 4 ) F S 15 2 + 5 0 . 0 0 (1 2 0 . 9 0 ) F S 15 3 + 5 0 . 0 0 (1 2 0 . 7 6 ) F S 15 4 + 5 0 . 0 0 (1 1 7 . 1 4 ) F S 15 5 + 5 0 . 0 0 (1 1 4 . 8 4 ) F S 15 6 + 5 0 . 0 0 (1 1 3 . 2 2 ) F S 15 7 + 5 0 . 0 0 (1 1 2 . 4 1 ) F S 15 8 + 5 4 . 6 7 (1 1 1 . 2 4 ) F S 15 9 + 0 0 . 0 0 (1 1 0 . 8 5 ) F S 16 0 + 0 0 . 0 0 (1 0 9 . 8 7 ) F S 15 9 + 5 0 . 0 0 (1 1 0 . 3 9 ) F S 16 1 + 0 0 . 0 0 (1 0 8 . 9 1 ) F S 16 2 + 0 0 . 0 0 (1 0 7 . 9 3 ) F S 16 3 + 0 0 . 0 0 (1 0 7 . 1 9 ) F S 16 4 + 0 0 . 0 0 (1 0 7 . 5 9 ) F S 16 1 + 5 0 . 0 0 (1 0 8 . 4 3 ) F S 16 2 + 5 0 . 0 0 (1 0 7 . 6 2 ) F S 16 3 + 5 0 . 0 0 (1 0 7 . 1 9 ) F S 16 0 + 4 3 . 2 0 B C R (1 0 9 . 4 6 ) F S 16 0 + 8 6 . 3 6 E C R (1 0 8 . 9 3 ) F S (1 0 8 . 9 3 ) (1 0 8 . 9 2 ) (1 0 8 . 9 3 ) (1 0 8 . 9 5 ) (1 0 8 . 9 3 ) E C R (1 0 8 . 9 4 ) B C R 17.94' /4=4.49' IDENTICAL POINT Δ (1.82%)(1.42%)(0.80%)(-1.09%) (-2.40%) (-2.34%) (-2.26%) (-1.88%)(-1.36%)(-0.87%)(-0.76%)(-1.33%)(-1.15%) (-2.62%)(-7.9 9 % ) (-4.38%) (-0.86%)(-0.92%)(-1.04%)(-0.91%) (-0.83%) (-0.96%)(-0.99%)(-0.63%)(-0.86%)(0.00%)(0.80%) 16 0 + 9 7 . 4 4 B C R (1 0 8 . 9 3 ) F S EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE 15 1 + 5 2 . 5 6 (1 1 8 . 8 2 ) F S 15 2 + 0 0 . 0 0 (1 1 9 . 8 2 ) F S 15 3 + 0 4 . 1 3 (1 2 0 . 4 2 ) F S 15 4 + 0 0 . 0 0 (1 1 8 . 6 7 ) F S 15 5 + 0 0 . 0 0 (1 1 5 . 9 7 ) F S 15 6 + 0 0 . 0 0 (1 1 4 . 3 1 ) F S 15 7 + 0 0 . 0 0 (1 1 3 . 3 3 ) F S 15 3 + 5 0 . 0 0 (1 1 9 . 8 8 ) F S 15 4 + 5 0 . 0 0 (1 1 7 . 1 0 ) F S 15 5 + 5 0 . 0 0 (1 1 5 . 0 4 ) F S 15 6 + 5 0 . 0 0 (1 1 3 . 8 0 ) F S 15 7 + 5 0 . 0 0 (1 1 2 . 8 4 ) F S 15 9 + 8 0 . 3 7 (1 1 0 . 3 1 ) F S 16 0 + 0 0 . 0 0 (1 1 0 . 1 3 ) F S 16 1 + 0 7 . 0 8 (1 0 8 . 9 6 ) F S 16 2 + 0 0 . 0 0 (1 0 8 . 2 9 ) F S 16 3 + 0 0 . 0 0 (1 0 7 . 8 3 ) F S 16 4 + 0 0 . 0 0 (1 0 8 . 3 4 ) F S 16 1 + 5 0 . 0 0 (1 0 8 . 6 2 ) F S 16 2 + 5 0 . 0 0 (1 0 7 . 9 8 ) F S 16 3 + 5 0 . 0 0 (1 0 7 . 9 7 ) F S 15 2 + 1 1 . 3 7 (1 2 0 . 0 0 ) F S 15 7 + 8 2 . 1 6 (1 1 2 . 1 8 ) F S 16 0 + 3 7 . 8 5 (1 0 9 . 6 9 ) F S (2.11%) (1.63%) (-1.17%)(-2.42%) (-3.14%) (-2.27%) (-1.85%)(-1.47%)(-1.01%)(-0.93%)(-1.00%)(-1.50%) (-0.92%) (-1.15%) (-0.75%)(-0.67%)(-0.62%)(-0.30%)(0.27%)(0.74%) (2.36%) EXIST S'LY MEDIAN PROFILE MA C A R T H E R BL V D FE R N I L E A F AV E FE R N I L E A F AV E EXIST S'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE 15 1 + 5 2 . 5 1 (1 1 8 . 9 8 ) F S 15 2 + 0 0 . 0 0 (1 1 9 . 9 2 ) F S 15 3 + 0 4 . 1 3 (1 2 0 . 4 2 ) F S 15 4 + 0 0 . 0 0 (1 1 8 . 1 4 ) F S 15 5 + 0 0 . 0 0 (1 1 5 . 8 3 ) F S 15 6 + 0 0 . 0 0 (1 1 4 . 2 3 ) F S 15 7 + 0 0 . 0 0 (1 1 3 . 2 8 ) F S 15 3 + 5 0 . 0 0 (1 1 9 . 4 7 ) F S 15 4 + 5 0 . 0 0 (1 1 6 . 9 4 ) F S 15 5 + 5 0 . 0 0 (1 1 4 . 8 7 ) F S 15 6 + 5 0 . 0 0 (1 1 3 . 6 9 ) F S 15 7 + 5 0 . 0 0 (1 1 2 . 6 8 ) F S 15 9 + 8 0 . 3 7 (1 1 0 . 3 1 ) F S 16 0 + 0 0 . 0 0 (1 1 0 . 0 9 ) F S 16 1 + 0 7 . 0 8 (1 0 8 . 9 6 ) F S 16 2 + 0 0 . 0 0 (1 0 8 . 2 5 ) F S 16 3 + 0 0 . 0 0 (1 0 7 . 9 1 ) F S 16 4 + 0 0 . 0 0 (1 0 8 . 4 5 ) F S 16 1 + 5 0 . 0 0 (1 0 8 . 4 6 ) F S 16 2 + 5 0 . 0 0 (1 0 7 . 9 5 ) F S 16 3 + 5 0 . 0 0 (1 0 8 . 0 6 ) F S 15 2 + 1 1 . 3 7 (1 2 0 . 0 0 ) F S 15 7 + 8 2 . 1 6 (1 1 2 . 1 8 ) F S 16 0 + 3 7 . 8 5 (1 0 9 . 6 9 ) F S (1.97%) (0.78%) (-2.07%) (-2.66%) (-2.40%) (-2.22%) (-1.92%)(-1.28%)(-1.08%)(-0.84%)(-1.18%)(-1.57%) (-1.11%)(-0.95%) (-1.17%)(-0.42%)(-0.59%)(-0.08%)(0.29%)(0.78%) (0.77%) EXIST S'LY EOP PROFILE PROP S'LY FL EXIST S'LY EOP PROFILE PROP S'LY FL 15 1 + 5 2 . 0 5 (1 1 6 . 4 1 ) F S 15 2 + 0 0 . 0 0 (1 1 7 . 4 5 ) F S 15 3 + 0 0 . 0 0 (1 1 7 . 8 7 ) F S 15 4 + 0 0 . 0 0 (1 1 6 . 1 8 ) F S 15 5 + 0 0 . 0 0 (1 1 3 . 0 8 ) F S 15 6 + 0 0 . 0 0 (1 1 1 . 7 9 ) F S 15 7 + 0 0 . 0 0 (1 1 1 . 2 7 ) F S 15 8 + 0 0 . 0 0 (1 1 0 . 9 4 ) F S 15 2 + 5 0 . 0 0 (1 1 7 . 9 0 ) F S 15 3 + 5 0 . 0 0 (1 1 7 . 3 0 ) F S 15 4 + 5 0 . 0 0 (1 1 4 . 3 4 ) F S 15 5 + 5 0 . 0 0 (1 1 2 . 4 1 ) F S 15 6 + 5 0 . 0 0 (1 1 1 . 5 5 ) F S 15 7 + 5 0 . 0 0 (1 1 1 . 1 6 ) F S 15 8 + 5 4 . 2 4 (1 1 0 . 6 0 ) F S 15 9 + 0 0 . 0 0 (1 1 0 . 1 0 ) F S 10 9 . 9 3 F L 16 0 + 0 0 . 0 0 (1 0 9 . 2 4 ) F S 10 9 . 0 7 F L 16 1 + 0 0 . 0 0 (1 0 8 . 2 8 ) F S 10 8 . 1 1 F L 16 2 + 0 0 . 0 0 (1 0 7 . 4 7 ) F S 10 7 . 3 0 F L 16 3 + 0 0 . 0 0 (1 0 7 . 0 1 ) F S 10 6 . 8 4 F L 16 4 + 0 0 . 0 0 (1 0 7 . 6 1 ) F S 10 7 . 4 4 F L 15 9 + 5 0 . 0 0 (1 0 9 . 7 0 ) F S 10 9 . 5 3 F L 16 0 + 5 0 . 0 0 (1 0 8 . 7 7 ) F S 10 8 . 6 0 F L 16 1 + 5 0 . 0 0 (1 0 7 . 8 4 ) F S 10 7 . 6 7 F L 16 2 + 5 0 . 0 0 (1 0 7 . 1 0 ) F S 16 3 + 5 0 . 0 0 (1 0 7 . 2 1 ) F S 10 7 . 0 4 F L 15 8 + 6 2 . 4 2 (1 1 0 . 5 0 ) F S 11 0 . 3 3 F L BC R 1 6 2 + 0 0 . 5 0 (1 0 7 . 4 7 ) F S 10 7 . 4 0 F L 16 2 + 5 6 . 3 2 (1 0 7 . 1 1 ) F S 10 6 . 9 6 F L (2.17%)(0.91%)(-0.06%)(-1.15%)(-2.24%) (-3.67%) (-2.52%) (-1.35%)(-1.24%)(-0.48%)(-0.55%)(-0.22%)(-0.44%)(-0.82%) (-1.09%) -1.09%-0.81%-0.92%-0.93%-0.99%-0.87%-0.74% (-0.67%) -0.18%0.39%0.80% (1 0 8 . 9 3 ) (1 0 7 . 0 0 ) (1 0 7 . 2 0 ) 13' /4=3.24' IDENTICAL POINT Δ (1 0 7 . 4 7 ) BC R EC R 16 2 + 1 3 . 7 3 (1 0 6 . 8 1 ) F L BEGIN NEW PAVEMENT SIDEWALK REPLACEMENT LOOP HOMERUN INSTALL NEW ADVANCED LOOP CONDUIT -------- -------- ---- --------- ----T ------ RECORD DRAWINGS Tht:.s-e Rt::cord Drnwingt"; have be:en p repar.ed ba:::;ed on i he be d c1voiiuble in fc.rmc liCin_ Wll ilt:: this informa t ior, is believed t o be r elHJblej City of I\Jo3wport Beach is not respon sible for it s accuracy, not· tl"t \7 Eorrors 01· om issions which m-o y or· may not 1~,av,s bEen lr1cor por{1t<::d in to these plons. ------- L --- : : 0--------------e-----f-------------+-------------~"-t--~------+-------+-------+--------+-------+-------+-------+----+------i-----------+----------+----+-----+--------f---------•,-. ----+--------------+--------------<>---------------I - ·----., ----_--:_ /ss> ------ :.v \ :\~- ~)f < \\ \\ \ -- \ \ - I I \ \ --- \ \ \ \ --- -------- \ \ \ \ --- LJ PREPARED BY: Michael Baker --- \ \ I I :E D u I - 34•59'53• -- 7 __,, ~Q__ ..eJL_____JL . -----------t-Cl'.l+-----"' . '] _+ i=--']----;'~/~•;c~ _:--,,_'/~-~~~~[i- -n t >-·-·· \ \ \ \ \ 1600. oo· 977. 33 • 504. 44 • --[i---[i---[i---[i L cJ ___J__ ~ ~ n. o T ~ =t-r, □ ,,,✓----ss-,/ \ I C7 '7 I\ I~ L II \ ,;,J \ I \ \ \ N14°26'57"W 1754.69' REVIEWED: SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: >---+-------+--------------------+------t"~ik BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER 1---------S~M:...+------=LN-'-1---+-----l------------------+------l DATE __ 0_9~/0_7~/_21 __ _ CHECKED: NC DA TE09 /07 /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED C/1 [i □ \ SHEET OF .:,; "' 0 .J::. <.) ::;a C 0 "' :, (/) E 0 0 ..;- 0 -N '--(!) 0 .....__ 0 "' ~ " -0 0 I f-(/) I a, a, a, a, ,-.. -/ -:, g, 0 _J / > 0 / "" 0. "' C 0 L f-/ 0 0 -0: ;3--a, a, a, a, ,-.. / 0 -0 " 0. / :r: R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 170+00 171+00 172+00 173+00 174+00 40 20 40 80 120 SCALE: 1"=40' 0 4 175+00 176+00 MA T C H L I N E S T A 1 7 6 + 0 0 SE E S H E E T S T - 0 0 3 SE E S H E E T S T - 0 0 1 MA T C H L I N E S T A 1 6 4 + 0 0 164+00.00 TO 176+00.00 PLAN & PROFILE SIDEWALK-CASE 23 1 1 1 1 1 SIDEWALK-CASE 1 1 15 3 1 1 169+00164+00 165+00 166+00 167+00 168+00 C-7807-2 MA T C H L I N E S T A 1 7 6 + 0 0 SE E S H E E T S T - 0 0 3 CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT ST-002 ID E N T I C A L P O I N T LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE LEGEND 90 90 90 90 110 110 110 110 A V E G O L D E N R O D CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE SIDEWALK PER CNB STD-180 CONCRETE DRIVEWAY APPROACH PER CNB STD-160, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB AND GUTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 ADJUST MANHOLE TO GRADE INSTALL NEW MANHOLE FRAME AND COVER PER CNB STD-318 AND STD-321 CONCRETE LOCAL DEPRESSION PER CNB STD-306, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 REPLACE UTILITY VALVE AND ADJUST VALVE COVER TO GRADE COLD MILL 2 1/2" AC PAVEMENT PLACE 1" MIN AC LEVELING COURSE, 1 1/2" THICK ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (8-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 5 1/2" AC BASE COURSE REMOVE EXISTING PCC PAVEMENT 1 2 3 4 6 11 20 21 22 28 29 30 33 SE E S H E E T S T - 0 0 1 MA T C H L I N E S T A 1 6 4 + 0 0 28 0 0 28 1 6 28 2 4 6 1 2 6 1 2 1 / 2 28 5 4 28 5 2 28 5 0 28 4 6 28 3 6 28 2 8 29 0 0 29 0 8 29 1 2 29 2 0 29 3 4 29 4 8 30 0 0 30 2 6 30 5 0 30 4 0 30 3 8 31 1 1 30 2 4 28 6 7 28 6 5 28 5 5 28 5 3 29 0 5 29 1 5 A- D 2 9 1 9 29 2 9 29 3 1 29 3 3 29 3 9 29 3 7 29 3 5 30 0 7 30 2 1 30 2 5 30 2 7 30 4 9 EXIST R/W CURB RAMP SEE DETAIL ON SHEET CD-001 LLC G O L D E N R O D A V E 3 LLC LC CURB RAMP SEE DETAIL ON SHEET CD-001 DWY CURB RAMP SEE DETAIL ON SHEET CD-001 DWY EAST COAST HIGHWAY G O L D E N R O D A V E H E L I O T R O P E A V E IR I S A V E J A S M I N E A V E 5'x9' CASE 23 4'x6' CASE 2 3 3'x6' CASE 2 3 CASE 2 +7 3 4'-6"x5' CASE 2 3 8'x13' CASE 2 3 EXIST R/W EXIST R/WEXIST R/W EXIST R/W 3 DRIVEWAY APPROACH SEE DETAIL ON SHEET CD-008 DRIVEWAY APPROACH SEE DETAIL ON SHEET CD-008 18" CMP1 18" CIP WATER MAIN 1 27" WATER MAIN (LBCWD) 127" WATER MAIN (LBCWD) 124" CMP1 1 11 22 SEWER MH (CNB)11 22 11 22 11 11 20 20 6'x11' CASE 1 IR I S A V E 00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176 TRAFFIC SIGNAL FO LINE1 AT&T CONDUIT 1 AT&T CONDUIT 1 TRAFFIC SIGNAL FO LINE 1 TRAFFIC SIGNAL FO LINE 1 STORM DRAIN CHARTER FO LINE 1 SEWER MH(CNB) WATER MH(LCBWD) WATER VALVE WATER VALVE WATER MH (LBCWD) WATER VALVE DRIVEWAY APPROACH SEE DETAIL ON SHEET CD-008 WATER VALVE22 11 WATER MH SEWER MH (CNB) 11 SEWER MH (CNB)WATER VALVE22 WATER VALVE22 UTILITY BOX1 8' x 10' x 8" 720' x 10' x 8" 141' x 5' x 8" 1 TRAFFIC TRAFFIC LOOPS 1 1 LOOPS FO LINE2 30 30 30 10' x 8' x 8"30 30 30 29 29 29 CURB RAMP, SPANDREL AND CROSS GUTTER, SEE DETAIL ON SHEET CD-007 36" CMP 6 CURB RAMP, SPANDREL AND CROSS GUTTER, SEE DETAIL ON SHEET CD-001 6 3 1 WASTE WATER 26' x 10' x 8"30 4 CASE 1 6'x7'3 3 5'x7' CASE 1 5'x6' 131' x 5' x 8" STREET LIGHT 28 1 1TRAFFIC SIGNAL FO LINE 30745' x 10' x8" 3 CASE 1 5'x6'4 CNB FO LINE 1 DWY 4 LOOPS TRAFFIC 21 5'x5'3 12' x 8' x 8" 28 29 3 28 29 CURB RAMP, SPANDREL AND CROSS GUTTER, SEE DETAIL ON SHEET CD-002 EXIST R/W FO LINE2 28 6 7'x9' CASE 1 1 HE L I O T R O P E AV E 16" GAS LINE1 TC EOP MEDIAN TC MEDIAN EOP CASE 1 29 2928 29 28 29 29 28 2829 28 29 30 33 165+18.03 BCR 165+30.80 169+29.58 BCR 169+40.25 ECR 169+68.10 BCR 169+80.35 ECR 8'x8' CASE 2 3 DWY 4 30 30 30 30 30 30 11 30 30 30 16 4 + 4 6 . 7 5 B C R (1 0 8 . 7 0 ) F S 16 5 + 0 0 . 0 0 (1 0 8 . 5 0 ) F S 16 6 + 0 0 . 0 0 (1 0 9 . 1 1 ) F S 16 7 + 0 0 . 0 0 (1 0 9 . 9 2 ) F S 16 4 + 5 8 . 5 7 E C R (1 0 8 . 3 8 ) F S 16 5 + 5 0 . 0 0 (1 0 8 . 7 6 ) F S 16 6 + 5 0 . 0 0 (1 0 9 . 5 7 ) F S 16 7 + 5 0 . 0 0 (1 1 0 . 2 3 ) F S 16 9 + 0 0 . 0 0 (1 0 9 . 2 2 ) F S 17 0 + 0 0 . 0 0 (1 0 6 . 1 1 ) F S 17 1 + 0 0 . 0 0 (1 0 0 . 1 8 ) F S 16 8 + 5 0 . 0 0 (1 1 0 . 0 6 ) F S 16 9 + 5 0 . 0 0 (1 0 7 . 9 7 ) F S 17 0 + 5 0 . 0 0 (1 0 3 . 2 1 ) F S 17 1 + 5 0 . 0 0 (9 7 . 2 3 ) F S 16 7 + 8 3 . 5 8 B C R (1 1 0 . 2 7 ) F S 16 8 + 3 8 . 9 7 E C R (1 1 0 . 2 2 ) F S 16 4 + 0 0 . 0 0 (1 0 7 . 5 9 ) F S 16 9 + 6 4 . 8 0 (1 0 7 . 4 3 ) F S 10 7 . 2 6 F L 16 9 + 8 8 . 6 4 (1 0 6 . 5 1 ) F S 10 6 . 3 4 F L (-4.58% ) (0.25%)(0.51%)(0.71%)(0.91%)(0.71%)(0.62%)(0.11%) (-1.45%) (-1.68%) (-2.48%) (-3.54%) -4.00% (-3.42%) (-5.79 % ) (-6.05 % ) (-5.91 % ) (-5.81 % ) 16 4 + 0 6 . 7 1 B C R (1 0 7 . 9 7 ) F S 16 4 + 5 0 . 0 0 (1 0 8 . 3 8 ) F S 17 1 + 2 4 . 3 5 B C R (9 6 . 7 2 ) F S EXIST N'LY EOP PROFILE PROP N'LY FL 17 2 + 0 0 . 0 0 (9 4 . 3 2 ) F S 17 3 + 0 0 . 0 0 (8 7 . 5 0 ) F S 17 4 + 0 0 . 0 0 (8 4 . 8 0 ) F S 17 5 + 0 0 . 0 0 (8 4 . 6 0 ) F S 17 6 + 0 0 . 0 0 (8 7 . 9 9 ) F S 17 2 + 5 0 . 0 0 (9 0 . 5 4 ) F S 17 3 + 5 0 . 0 0 (8 5 . 8 3 ) F S 17 4 + 5 0 . 0 0 (8 4 . 2 3 ) F S 17 5 + 5 0 . 0 0 (8 5 . 9 2 ) F S (-7.5 5 % ) (-6.09 % ) (-4.66% ) (-1.76%)(-2.07%) (-1.15%)(0.75%)(2.63%) (4.15%) 17 1 + 8 6 . 3 8 E C R (9 2 . 8 8 ) F S 17 5 + 0 9 . 3 5 B C R (8 5 . 6 4 ) F S 17 5 + 7 1 . 7 6 E C R (8 8 . 1 9 ) F S EXIST N'LY EOP PROFILE ID E N T I C A L P O I N T 17 1 + 9 2 . 0 2 (9 3 . 3 6 ) F S 17 2 + 0 0 . 0 0 (9 2 . 7 9 ) F S 17 3 + 0 0 . 0 0 (8 7 . 0 4 ) F S 17 2 + 5 0 . 0 0 (8 9 . 5 8 ) F S 17 3 + 5 1 . 3 7 (8 5 . 3 4 ) F S 17 4 + 0 0 . 0 0 (8 4 . 6 8 ) F S 17 4 + 1 7 . 1 5 (8 4 . 8 6 ) F S 17 5 + 0 0 . 0 0 (8 5 . 7 6 ) F S 17 4 + 5 0 . 0 0 (8 4 . 7 6 ) F S 17 5 + 7 4 . 1 1 (8 8 . 4 9 ) F S 17 6 + 0 0 . 0 0 (8 9 . 5 0 ) F S 17 4 + 1 4 . 3 6 (8 4 . 6 9 ) F S 17 5 + 0 1 . 5 3 (8 5 . 8 3 ) F S 17 3 + 2 5 . 4 4 (8 6 . 1 0 ) F S (-7.3 2 % ) (-6.40 % ) (-5.09 % ) (-3.69%) (-1.35%) (0.07%)(0.18%) (2.01%) (4.36%) (3.89%) EXIST N'LY MEDIAN PROFILE 16 4 + 6 4 . 7 7 (1 0 8 . 8 7 ) F S 16 5 + 0 0 . 0 0 (1 0 9 . 0 6 ) F S 16 5 + 7 7 . 4 1 (1 0 9 . 7 0 ) F S 16 6 + 0 0 . 0 0 (1 0 9 . 7 4 ) F S 16 7 + 0 0 . 0 0 (1 1 0 . 2 6 ) F S 16 8 + 0 0 . 0 0 (1 1 0 . 7 6 ) F S 16 9 + 0 0 . 0 0 (1 0 9 . 6 3 ) F S 17 0 + 0 0 . 0 0 (1 0 5 . 2 2 ) F S 17 1 + 0 0 . 0 0 (9 9 . 5 1 ) F S 16 6 + 5 0 . 0 0 (1 0 9 . 9 6 ) F S 16 7 + 5 0 . 0 0 (1 1 0 . 5 5 ) F S 16 8 + 5 0 . 0 0 (1 1 0 . 5 3 ) F S 16 9 + 5 0 . 0 0 (1 0 7 . 7 3 ) F S 17 0 + 5 0 . 0 0 (1 0 2 . 3 7 ) F S 17 1 + 9 2 . 0 2 16 4 + 0 6 . 3 6 (1 0 8 . 4 9 ) F S 16 5 + 1 0 . 6 1 (1 0 9 . 1 6 ) F S 17 1 + 2 5 . 7 0 (9 7 . 9 1 ) F S 16 4 + 0 0 . 0 0 (1 0 8 . 3 4 ) F S (2.36%) (0.53%) (0.88%) (0.23%)(0.43%)(0.62%)(0.58%)(0.41%)(-0.44%)(-1.81%) (-3.80%) (-5.02 % ) (-5.71 % ) (-5.72 % ) (-6.22 % ) EXIST N'LY MEDIAN PROFILE 16 4 + 6 4 . 7 7 (1 0 8 . 8 7 ) F S 16 5 + 0 0 . 0 0 (1 0 9 . 1 2 ) F S 16 5 + 7 7 . 4 1 (1 0 9 . 7 0 ) F S 16 6 + 0 0 . 0 0 (1 0 9 . 8 0 ) F S 16 7 + 0 0 . 0 0 (1 1 0 . 2 8 ) F S 16 8 + 0 0 . 0 0 (1 1 0 . 8 4 ) F S 16 9 + 0 0 . 0 0 (1 1 0 . 0 7 ) F S 17 0 + 0 0 . 0 0 (1 0 6 . 0 5 ) F S 17 1 + 0 0 . 0 0 (1 0 0 . 0 5 ) F S 16 6 + 5 0 . 0 0 (1 1 0 . 0 0 ) F S 16 7 + 5 0 . 0 0 (1 1 0 . 5 9 ) F S 16 8 + 5 0 . 0 0 (1 1 0 . 8 6 ) F S 16 9 + 5 0 . 0 0 (1 0 8 . 5 2 ) F S 17 0 + 5 0 . 0 0 (1 0 3 . 0 4 ) F S 16 5 + 1 0 . 6 1 (1 0 9 . 1 6 ) F S 16 4 + 0 6 . 3 6 (1 0 8 . 4 9 ) F S 17 1 + 2 5 . 7 0 (9 7 . 9 1 ) F S 16 4 + 0 0 . 0 0 (1 0 8 . 4 5 ) F S (0.77%) (0.71%) (0.00%) (0.45%)(0.39%)(0.57%)(0.61%)(0.49%)(0.05%)(-1.58%) (-3.11%) (-4.94 % ) (-6.02 % ) (-5.99 % ) (-6.20 % ) 17 1 + 9 2 . 0 2 (9 3 . 3 6 ) F S 17 2 + 0 0 . 0 0 (9 2 . 9 3 ) F S 17 3 + 0 0 . 0 0 (8 7 . 1 1 ) F S 17 2 + 5 0 . 0 0 (8 9 . 8 3 ) F S 17 3 + 5 1 . 3 6 (8 5 . 3 4 ) F S 17 4 + 0 0 . 0 0 (8 4 . 5 2 ) F S 17 4 + 1 6 . 7 1 (8 4 . 9 7 ) F S 17 5 + 0 0 . 0 0 (8 5 . 7 7 ) F S 17 4 + 5 0 . 0 0 (8 4 . 7 7 ) F S 17 5 + 7 4 . 1 1 (8 8 . 4 9 ) F S 17 6 + 0 0 . 0 0 (8 9 . 3 9 ) F S 17 5 + 0 1 . 5 3 (8 5 . 8 3 ) F S 17 3 + 2 5 . 4 4 (8 6 . 1 2 ) F S (-5.68 % ) (-6.20 % ) (-5.44 % ) (-3.90%) (-1.69%)(2.20%)(-0.60%)(2.01%) (4.57%) (3.47%) EXIST S'LY MEDIAN PROFILE 16 5 + 0 0 . 0 0 (1 0 8 . 2 9 ) F S 10 8 . 1 2 F L 16 4 + 5 0 . 0 0 (1 0 7 . 9 8 ) F S 10 7 . 8 1 F L 16 5 + 8 3 . 0 2 E C R (1 0 8 . 8 4 ) F S 16 6 + 0 0 . 0 0 (1 0 9 . 0 0 ) F S 16 7 + 0 0 . 0 0 (1 0 9 . 6 2 ) F S 10 8 . 7 9 F L 16 8 + 0 0 . 0 0 (1 1 0 . 1 3 ) F S 10 9 . 3 0 F L 16 9 + 0 0 . 0 0 (1 0 8 . 9 7 ) F S 10 8 . 1 4 F L 17 0 + 0 0 . 0 0 (1 0 4 . 1 9 ) F S 10 4 . 0 2 F L 17 1 + 0 0 . 0 0 (9 8 . 3 0 ) F S 98 . 1 3 F L 16 6 + 5 0 . 0 0 (1 0 9 . 4 1 ) F S 16 7 + 5 0 . 0 0 (1 0 9 . 9 0 ) F S 10 9 . 0 7 F L 16 8 + 5 0 . 0 0 (1 0 9 . 9 6 ) F S 10 9 . 1 3 F L 16 9 + 5 0 . 0 0 (1 0 6 . 9 7 ) F S 10 6 . 1 4 F L 17 0 + 5 0 . 0 0 (1 0 1 . 2 3 ) F S 10 1 . 0 6 F L 17 1 + 5 0 . 0 0 (9 5 . 2 0 ) F S 95 . 0 3 F L 16 4 + 0 0 . 0 0 (1 0 7 . 6 1 ) F S 10 7 . 4 4 F L 16 6 + 6 7 . 7 0 (1 1 0 . 2 1 ) F S 10 9 . 3 8 F L 0.73%0.63%0.78%(0.94%)(0.83%) (0.81%) 0.20%0.56%0.44%-0.33%-1.98% -3.75% (-5.58 % ) -5.91 % -5.87 % -6.19 % -5.79 % 16 5 + 1 8 . 0 3 B C R (1 0 8 . 4 3 ) F S 10 8 . 2 6 F L 16 9 + 2 9 . 5 8 B C R (1 0 7 . 8 6 ) F S 10 7 . 6 9 F L 16 9 + 8 3 . 3 5 E C R (1 0 5 . 1 1 ) F S 10 4 . 9 4 F L -5.53% (-4.36 % ) 16 5 + 3 0 . 8 0 E C R (1 0 8 . 4 6 ) F S 10 8 . 4 3 F L 16 5 + 6 3 . 4 7 B C R (1 0 8 . 3 0 ) F S (0.94%) 10 7 . 4 8 10 7 . 4 7 10 7 . 4 9 BC R 1 0 7 . 6 9 EC R 1 0 7 . 4 7 Δ 11.67' /4=2.92' IDENTICAL POINT 10 5 . 2 7 10 5 . 3 6 10 5 . 1 3 BC R 1 0 5 . 2 2 EC R 1 0 4 . 9 4 12.25' /4=3.06'Δ IDENTICAL POINT (1 0 8 . 3 0 ) (1 0 8 . 3 4 ) (1 0 8 . 3 9 ) 12.77' /4=3.19' IDENTICAL POINT Δ (1 0 8 . 4 3 ) F S 10 8 . 2 6 F L BC R 16 5 + 1 8 . 0 3 (1 0 8 . 4 3 ) F S 10 8 . 2 6 F L 10 8 . 6 0 10 8 . 4 4 10 8 . 7 2 19.55' /4=4.88'Δ IDENTICAL POINT 16 5 + 3 0 . 8 0 E C R 16 5 + 6 3 . 4 7 B C R (1 0 8 . 3 0 ) F S 16 5 + 8 3 . 0 2 E C R (1 0 8 . 8 4 ) F S EXIST S'LY EOP PROFILE EXIST S'LY MEDIAN PROFILE PROP S'LY FL 17 2 + 0 0 . 0 0 (9 2 . 3 0 ) F S 92 . 1 3 F L 17 3 + 0 0 . 0 0 (8 6 . 4 7 ) F S 17 4 + 0 0 . 0 0 (8 3 . 1 8 ) F S 83 . 0 1 F L 17 5 + 0 0 . 0 0 (8 4 . 3 5 ) F S 84 . 1 8 F L 17 6 + 0 0 . 0 0 (8 8 . 2 3 ) F S 88 . 0 6 F L 17 2 + 5 0 . 0 0 (8 9 . 4 4 ) F S 89 . 2 7 F L 17 3 + 5 0 . 0 0 (8 4 . 0 5 ) F S 83 . 8 8 F L 17 4 + 5 0 . 0 0 (8 3 . 2 4 ) F S 83 . 0 7 F L 17 5 + 5 0 . 0 0 (8 6 . 2 8 ) F S 17 2 + 9 0 . 2 7 B C R (8 6 . 9 2 ) F S 86 . 7 5 F L 17 3 + 4 3 . 6 8 E C R (8 4 . 2 5 ) F S 84 . 0 8 F L 17 4 + 0 6 . 6 0 (8 3 . 1 2 ) F S 82 . 9 5 F L 17 4 + 2 6 . 5 2 (8 3 . 1 4 ) F S 82 . 9 7 F L 17 5 + 0 5 . 4 6 (8 4 . 4 8 ) F S 84 . 3 1 F L 17 5 + 6 5 . 4 5 (8 6 . 9 4 ) F S 86 . 7 7 F L -5.79 % -5.73 % -6.19 % (-5.11 % ) -2.79% -1.82%-0.50% (0.21%) 0.34%2.33% (4.12%)3.57% PROP S'LY FL PROP S'LY FL PROP S'LY FL 10 9 . 5 5 10 9 . 4 5 10 9 . 7 3 10 9 . 9 6 10 9 . 7 9 10 8 . 8 0 82 . 9 2 82 . 9 4 -0.9%0.4%2.22% RECONSTRUCT BOX CULVERT LID WITH ACCESS RAMP CURB RAMP AND SIDEWALK REPLACEMENT INSTALL NEW ADVANCED LOOP CONDUIT CROSS GUTTER SIDEWALK REPLACEMENT 1" THICK AC REPLACEMENT SIDEWALK REPLACEMENT SIDEWALK REPLACEMENT DRIVEWAY REPLACEMENT REPLACE CURB AND GUTTER CURB RAMP REPLACEMENT REMOVE CURB RAMP, CURB & GUTTER AND SPANDREL REPLACEMENT (INSIDE BOUNDARY) 1" THICK AC REPLACEMENT REPLACE SIDEWALK + CURB AND GUTTER PLANTED NEW KING PALM TREE SIDEWALK REPLACEMENT -- --- ---- ---- RECORD DRAWINGS The:s-e Ri;;:cord Dn:Jwing;; have be:e"' p1·epor~d b0~ed en ihe best ,:;1va il(Jble infQrrnolion. 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J-"_____,,,,_~~ -:-zr •- G "L I_J c \ \ \ \ \ \ \ A \ \ \ \ ( LJ I I I ( I~%~~] PREPARED BY: Michael Baker - , '\\\\ ,'~ \ ,/f 1 \ \ I i -~ -~--_..._I -'-c/~t · ~"'\,~ J ~ ·-·-<_ -..1-'-=-- }--;:::::::l-,-~*;::;:J:;(.-«G~~~~Wi~•·-·,··•·fPs·~.~-·-·~V/4~~~~:Jr-=~~~~rot:==~~~~~- , ,/- L APPROX CL STA TI ON~ (i' PER PLAN ( TYP) \i"'- EX I ST BUILDING/WALt EXIST SW 3/8" EXPANSION JOINT MATERIAL EXIST SW EXIST C8cG EXIST SW EXIST STREET TREE/IRRIGATION i EXIST SW EXIST C8cG EXIST STREET TREE/IRRIGATION I 1754.69' 0 --- DIMENSIONS PER PLAN N14'26'55"W REVIEWED: SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 0 ---DIMENSIONS PER PLAN t---+-----+------------------+-----l"~ik BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER r::-:=:=::--'S=M+.:-:-::::---"'LN-'-l---+-----1------------------t----l DATE __ Oc.c.9,_/0'-7.,_/2c..1 __ _ CHECKED: NC DA TE09 /07 /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED '---------'~ ---- -' SCALE: HORIZ: 1 "=40' VERT: 1"=8' "' "' C .c " ::;; C C "' ::, V) E C OC) st 0 -N ' <D 0 ' 0 o> '" u N 0 0 I f-V) I a, a, a, a, " -/ -::, g, C _J / > 0 / "" 0.. "' C C L f-/ 0 0 -0: ;3.-a, a, a, a, " / C -C u 0. SHEET OF / :r: CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 40 20 40 80 120 SCALE: 1"='40' 0 5 187+00 188+00 176+00 TO 188+50 PLAN & PROFILE C-7807-2 SE E S H E E T S T - 0 0 2 MA T C H L I N E S T A 1 7 6 + 0 0 MA T C H L I N E S T A 1 8 8 + 5 0 SE E S H E E T S T 0 0 4 SIDEWALK-CASE 23 1 1 1 1 1 SIDEWALK-CASE 1 1 15 3 1 1 ST-003 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE LEGEND 100 100 100 90 90 90 90 CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE SIDEWALK PER CNB STD-180 CONCRETE CURB AND GUTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 ADJUST MANHOLE TO GRADE PLACE 3/8" THICK EXPANSION JOINT MATERIAL INSTALL NEW MANHOLE FRAME AND COVER PER CNB STD-318 AND STD-321 REPLACE UTILITY VALVE AND ADJUST VALVE COVER TO GRADE COLD MILL 2 1/2" AC PAVEMENT PLACE 1" MIN AC LEVELING COURSE, 1 1/2" THICK ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (8-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 5 1/2" AC BASE COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 3 1/2" AC BASE COURSE 1 2 3 6 11 15 20 22 28 29 30 31 PP 32 0 0 31 0 0 31 4 0 32 2 2 41 6 41 8 32 5 0 3 2 4 4 33 0 0 33 2 6 33 3 0 33 4 4 33 4 8 33 3 4 34 0 0 34 2 0 34 2 4 34 2 6 31 0 1 31 0 7 31 2 1 31 2 7 31 4 1 31 3 7 31 3 5 32 0 1 33 4 7 33 3 7 33 3 3 33 3 1 32 2 1 33 1 5 34 0 1 34 0 7 34 0 9 3 4 1 1 34 1 9 34 5 1 34 3 5 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 00 177+0 0 182+00 183+00 184+00 185+00 186+00 187+00 188+00 178+00 179+00 180+00 181+00 EXIST R/W EXIST R/WEXIST R/W EXIST R/W EXIST R/W EXIST R/W M A R I G O L D A V E L CURB RAMP, SPANDREL AND CROSS GUTTER, SEE DETAIL ON SHEET CD-002 L A R K S P U R A V E SE E S H E E T S T - 0 0 2 MA T C H L I N E S T A 1 7 6 + 0 0 JA S M I N E A V E CURB RAMP AND SPANDREL, SEE DETAIL ON SHEET CD-003 LA R K S P U R AV E M A R I G O L D A V E S E E S H E E T S T 0 0 4 M A T C H L I N E S T A 1 8 8 + 5 0 CURB RAMP, SPANDREL AND CROSS GUTTER, SEE DETAIL ON SHEET CD-002 CL LCL LCL 3 3 5'x5' 176+0 8 . 4 9 BC 27" WATER MAIN (LBCWD)1 27" WATER MAIN (LBCWD)1 30" STORM DRAIN SEE SHEET ST-011 =10+79.26 MARGURITE AVE C 182+74.80 EAST COAST AVE C L L CASE 1 7'x7' 3 TRAFFIC SIGNAL FO LINE 1 SEWER (OCSD) 1 AT&T FO CONDUIT LINE 1 SEE SHEET ST-011 CNB FO LINE1 22 WATER MH (CNB)11 WATER VALVE22 WATER VALVE22 SEWER MH (OCSD)11 SEWER MH (CNB)11 20 WATER VALVE22 WATER VALVE WATER VALVE 22 WATER MH (LBCWD)11 UTILITY BOX 67' x 5' x 6" 141' x 10' x 6" 50' x 5' x 6" 10' x 17' x 8" 300' x 11' x 8" 60' x 15' x 8" 10' x 6' x 8" 8' x 12' x 8" 745' x 10' x 8" EXIST R/W FO LINE FO LINE2 FO LINE2 FO LINE2 30 100' x 5' x 8"30 30 30 30 30 30 31 31 31 28 29 28 CURB RAMP, SPANDREL AND CROSS GUTTER, SEE DETAIL ON SHEET CD-007 28 28 29 28 29 28 29 28 292829 6 6 CASE 1 7'x9' 16" GAS LINE1 4" GAS LINE 1 6" GAS LINE1 4" GAS LINE1 6" GAS LINE1 M A R G U E R I T E A V E N U E TC EOP MEDIAN TC MEDIAN EOP 3 28 6'x10' CASE 1 22 WATER VALVE 28 29 3CASE 2 5'x6' WATER VALVE CASE 2 CASE 2 5'x12'3 2 22 1 EAST CO A S T H I G H W A Y CNB FO LINE SEE NOTE1 AT&T FOCONDUIT LINE 1 SEWER MH (CNB)11 20 8"30 8"30 CURB RAMP AND SPANDREL, SEE DETAIL ON SHEET CD-003 180+04.38 ECR 179+88.90 BCR 180+21.15 BCR 180+38.76 ECR 182+48.35 BCR 1 182+84.94 ECR 22 4" GAS LINE SEWER MH (CNB)11 30 30 31 31 30 30 17 7 + 0 0 . 0 0 (9 1 . 1 2 ) F S 17 8 + 0 0 . 0 0 (9 4 . 2 8 ) F S 17 9 + 0 0 . 0 0 (9 7 . 5 2 ) F S 18 0 + 0 0 . 0 0 (9 8 . 8 6 ) F S 18 1 + 0 0 . 0 0 (9 9 . 1 2 ) F S 18 2 + 0 0 . 0 0 (9 7 . 3 5 ) F S 17 6 + 5 0 . 0 0 (8 9 . 5 8 ) F S 17 7 + 5 0 . 0 0 (9 2 . 6 5 ) F S 17 8 + 5 0 . 0 0 (9 5 . 9 3 ) F S 17 9 + 5 0 . 0 0 (9 8 . 4 5 ) F S 18 0 + 5 0 . 0 0 (9 9 . 1 9 ) F S 18 1 + 5 0 . 0 0 (9 8 . 5 3 ) F S 18 3 + 0 0 . 0 0 (9 4 . 9 4 ) F S 18 4 + 0 0 . 0 0 (9 6 . 1 0 ) F S 18 5 + 0 0 . 0 0 (9 8 . 7 3 ) F S 18 6 + 0 0 . 0 0 (1 0 1 . 1 3 ) F S 18 7 + 0 0 . 0 0 (1 0 3 . 1 0 ) F S 18 8 + 0 0 . 0 0 (1 0 5 . 0 0 ) F S 18 3 + 5 0 . 0 0 (9 5 . 1 1 ) F S 18 4 + 5 0 . 0 0 (9 7 . 4 3 ) F S 18 5 + 5 0 . 0 0 (1 0 0 . 0 8 ) F S 18 6 + 5 0 . 0 0 (1 0 2 . 1 7 ) F S 18 7 + 5 0 . 0 0 (1 0 4 . 0 6 ) F S 18 8 + 5 0 . 0 0 (1 0 6 . 0 0 ) F S 18 2 + 2 5 . 7 7 E C R (9 6 . 6 6 ) F S 18 2 + 9 2 . 7 7 B C R (9 4 . 8 3 ) F S 17 6 + 0 0 . 0 0 (8 7 . 9 9 ) F S (3.19%) (3.07%) (3.07%) (3.24%) (3.30%) (3.18%) (1.87%)(0.81%)(0.66%)(-0.14%)(-1.17%)(-2.37%) (-2.58%) (1.63%) (0.33%)(1.98%) (2.65%) (2.60%) (2.70%) (2.10%) (2.08%)(1.87%)(1.92%)(1.87%) (2.00%) 17 8 + 7 2 . 9 8 B C R (9 7 . 7 5 ) F S 17 9 + 4 4 . 3 9 E C R (9 8 . 7 2 ) F S 18 4 + 5 8 . 3 1 B C R (1 0 0 . 2 7 ) F S 18 4 + 1 5 . 6 7 E C R (1 0 1 . 6 0 ) F S EXIST N'LY EOP PROFILE EXIST N'LY EOP PROFILE MA R G U E R I T E AV E MA R G U E R I T E AV E 17 7 + 0 9 . 4 0 (9 3 . 5 3 ) F S 17 8 + 0 0 . 0 0 (9 6 . 4 5 ) F S 17 7 + 5 0 . 0 0 (9 4 . 9 9 ) F S 17 8 + 5 0 . 0 0 (9 7 . 6 4 ) F S 17 9 + 4 1 . 2 5 (9 9 . 2 9 ) F S 18 0 + 0 0 . 0 0 (9 9 . 8 4 ) F S 18 1 + 0 0 . 0 0 (9 9 . 2 6 ) F S 18 2 + 0 0 . 0 0 (9 6 . 9 5 ) F S 17 9 + 5 0 . 0 0 (9 9 . 2 8 ) F S 18 0 + 5 0 . 0 0 (9 9 . 8 2 ) F S 18 1 + 5 0 . 0 0 (9 8 . 2 6 ) F S 18 3 + 2 0 . 1 3 (9 5 . 6 0 ) F S 18 4 + 0 0 . 0 0 (9 6 . 5 6 ) F S 18 3 + 5 0 . 0 0 (9 5 . 7 5 ) F S 18 4 + 5 0 . 0 0 (9 7 . 3 5 ) F S 18 6 + 2 7 . 1 4 (1 0 2 . 4 3 ) F S 18 7 + 0 0 . 0 0 (1 0 4 . 2 2 ) F S 18 8 + 0 0 . 0 0 (1 0 6 . 0 6 ) F S 18 6 + 5 0 . 0 0 (1 0 2 . 9 8 ) F S 18 7 + 5 0 . 0 0 (1 0 5 . 2 3 ) F S 18 8 + 5 0 . 0 0 (1 0 6 . 7 1 ) F S 17 8 + 7 4 . 3 2 (9 8 . 1 5 ) F S 18 2 + 2 6 . 4 2 (9 6 . 5 9 ) F S 18 4 + 5 8 . 2 8 (9 8 . 3 5 ) F S 17 6 + 4 6 . 9 6 (9 1 . 0 8 ) F S 17 6 + 0 0 . 0 0 (8 9 . 5 0 ) F S (3.37%) (3.59%) (2.93%) (2.37%)(2.06%) (0.06%) (1.11%)(-0.04%)(-1.11%)(-1.99%) (-2.63%) (-1.37%) (0.48%)(1.63%)(1.58%)(2.74%) (2.41%)(2.48%) (2.02%)(1.67%)(1.89%) (2.63%) EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE JA S M I N E A V E LA R K S P U R AV E MA R G U E R I T E AV E 88 . 0 6 F L 17 7 + 0 7 . 8 8 (9 2 . 3 3 ) F S 92 . 1 6 F L 17 8 + 0 0 . 0 0 (9 5 . 2 2 ) F S 95 . 0 5 F L 17 9 + 0 0 . 0 0 (9 7 . 7 0 ) F S 97 . 5 3 F L 17 6 + 5 0 . 0 0 (9 0 . 1 3 ) F S 89 . 9 6 F L 17 7 + 5 0 . 0 0 (9 3 . 8 5 ) F S 93 . 6 8 F L 17 8 + 5 0 . 0 0 (9 6 . 3 5 ) F S 96 . 1 8 F L 17 9 + 5 0 . 0 0 (9 8 . 9 5 ) F S 98 . 7 8 F L 18 1 + 0 0 . 0 0 (9 9 . 5 9 ) F S 99 . 4 2 F L 18 2 + 0 0 . 0 0 (9 7 . 3 3 ) F S 97 . 1 6 F L 18 0 + 5 0 . 0 0 (9 9 . 8 9 ) F S 99 . 7 2 F L 18 1 + 5 0 . 0 0 (9 8 . 6 3 ) F S 98 . 4 6 F L 18 4 + 0 0 . 0 0 (9 6 . 4 8 ) F S 18 5 + 0 0 . 0 0 (9 8 . 3 4 ) F S 18 6 + 0 0 . 0 0 (1 0 1 . 0 2 ) F S 18 7 + 0 0 . 0 0 (1 0 3 . 2 9 ) F S 18 8 + 0 0 . 0 0 (1 0 5 . 6 8 ) F S 18 3 + 5 0 . 0 0 (9 5 . 8 7 ) F S 18 4 + 5 0 . 0 0 (9 7 . 2 0 ) F S 18 5 + 5 0 . 0 0 (9 9 . 5 5 ) F S 18 6 + 5 0 . 0 0 (1 0 2 . 2 2 ) F S 18 7 + 5 0 . 0 0 (1 0 4 . 4 2 ) F S 18 8 + 5 0 . 0 0 (1 0 6 . 5 3 ) F S 17 6 + 5 3 . 6 6 B C R (9 0 . 2 6 ) F S 90 . 0 9 F L 17 9 + 8 8 . 9 0 B C R (9 9 . 5 3 ) F S 99 . 3 6 F L 18 0 + 3 8 . 7 6 E C R (9 9 . 9 9 ) F S 99 . 8 2 F L 18 2 + 4 8 . 3 5 B C R (9 6 . 3 5 ) F S 96 . 1 8 F L 18 3 + 4 0 . 1 4 E C R (9 5 . 7 3 ) F S (9 9 . 6 5 ) (9 9 . 6 6 ) (9 9 . 5 7 ) BC ( 9 9 . 4 3 ) EC ( 9 9 . 4 9 ) 15.48' /4=3.87'ΔIDENTICAL POINT (9 9 . 8 4 ) (9 9 . 9 1 ) (9 9 . 6 0 ) EC ( 9 9 . 8 7 ) BC ( 9 9 . 3 1 ) 17.61' /4=4.40'Δ IDENTICAL POINT (9 5 . 7 0 ) (9 5 . 4 4 ) (9 6 . 5 3 ) BC ( 9 6 . 2 5 ) EC ( 9 5 . 2 3 ) 36.59' /4=9.15'Δ IDENTICAL POINT (9 5 . 4 8 ) (9 5 . 5 9 ) (9 5 . 3 4 ) EC ( 9 5 . 7 6 ) BC ( 9 5 . 1 3 ) 32.86' /4=8.22'Δ IDENTICAL POINT 17 6 + 0 0 . 0 0 (8 8 . 2 3 ) F S 88 . 0 6 F L 3.81% 3.55% 3.53% 2.75% 2.24% 2.71% 2.49%1.50%-0.80%-0.61%-1.92% -2.60% -2.03% (1.41%)(1.23%)(1.43%)(2.29%) (2.40%) (2.95%)(2.40%) (2.15%) (2.26%) (2.52%) (1.71%) 18 5 + 7 3 . 0 1 B C R (1 0 0 . 3 5 ) F S 18 6 + 2 8 . 0 5 E C R (1 0 1 . 7 9 ) F S EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE JA S M I N E A V E LA R K S P U R AV E MA R G U E R I T E AV E 17 7 + 0 9 . 4 0 (9 3 . 5 3 ) F S 17 8 + 0 0 . 0 0 (9 6 . 5 0 ) F S 17 7 + 5 0 . 0 0 (9 4 . 8 9 ) F S 17 8 + 5 0 . 0 0 (9 7 . 6 7 ) F S 17 9 + 4 1 . 4 2 (9 9 . 2 9 ) F S 18 0 + 0 0 . 0 0 (1 0 0 . 2 5 ) F S 18 1 + 0 0 . 0 0 (9 9 . 7 2 ) F S 18 2 + 0 0 . 0 0 (9 7 . 4 2 ) F S 17 9 + 5 0 . 0 0 (9 9 . 4 6 ) F S 18 0 + 5 0 . 0 0 (1 0 0 . 4 4 ) F S 18 1 + 5 0 . 0 0 (9 8 . 5 2 ) F S 18 3 + 2 0 . 1 3 (9 5 . 6 0 ) F S 18 4 + 0 0 . 0 0 (9 7 . 0 1 ) F S 18 3 + 5 0 . 0 0 (9 6 . 0 4 ) F S 18 4 + 5 0 . 0 0 (9 8 . 1 1 ) F S 18 6 + 2 7 . 1 4 (1 0 2 . 4 3 ) F S 18 7 + 0 0 . 0 0 (1 0 4 . 1 5 ) F S 18 8 + 0 0 . 0 0 (1 0 6 . 2 7 ) F S 18 6 + 5 0 . 0 0 (1 0 2 . 9 6 ) F S 18 7 + 5 0 . 0 0 (1 0 5 . 2 4 ) F S 18 8 + 5 0 . 0 0 (1 0 6 . 9 3 ) F S 17 6 + 4 6 . 9 6 (9 1 . 0 8 ) F S 17 8 + 7 4 . 3 2 (9 8 . 1 5 ) F S 18 2 + 2 6 . 4 2 (9 6 . 5 9 ) F S 18 4 + 5 8 . 2 8 (9 8 . 3 5 ) F S 17 6 + 0 0 . 0 0 (8 9 . 3 9 ) F S (3.58%) (3.35%) (3.22%) (2.33%)(1.98%) (1.99%) (1.58%)(0.38%)(-1.44%)(-2.40%) (-2.19%) (-3.15%) (1.44%)(1.94%) (2.20%) (2.96%) (2.33%)(2.37%) (2.19%) (2.06%)(1.33%) (0.93%) EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE 3.81% 1" THICK AC REPLACEMENT 20' x 30' SIDEWALK REPLACEMENT SIDEWALK REPLACEMENT 1" THICK AC REPLACEMENT 20' x 30' INSTALL NEW ADVANCE LOOP CONDUIT AND DLC INSTALL NEW SEWER TERMINAL CLEANOUT ABANDON SEWER MH PLUG FIBER OPTIC LINE CUT AND REPAIRED WITH NEW SPLICE SIDEWALK REPLACEMENT SIDEWALK REPLACEMENT 1" THICK AC REPLACEMENT 20' x 30'SIDEWALK REPLACEMENT 1" THICK AC REPLACEMENT 20' x 30' SIDEWALK REPLACEMENT RECORD DRAWINGS These Ri;:;:ccrd D:·-::;,w;r,g~; hove be-~n p repared b<J3ed en 1-h:e be~;t c.:1vaiioble inforrr1Dl10:-i 1N11ile thjs information is bcdievc-d to be rdic:ible, Ciky of hk·wport Beach is nol respo11$ible for ih occ1Jra cy, nor tf1,2, &rrors or omtssf0n8 wrilch :llay or ITIG.f not 1~,ov-e been lncorpo r\Jte-d into tl·1 ese pl-ens. -------- --- --- ------ _[i> -----· · .. ···· .. , e --- - -- r--::::..:---.;J' '' ~ 1-::c___ G :_ -( 0 •· ·· ·-. ·-. · .... / ., , ., ------------~-i 1~~~~~ ------ I I \ \ ..... ------- I I G:C:: I I I I I I I I I I I -- \ [D _l--- -- - I I I I I .- I \,?,;' .' -,kl AJ. .... J[· _ _,___ ____ ~ --~,s_~ 2 3 --- ---- --- _j N14°26'57°W 1754.69' - APPROX CL ST AT I ON ""'\ (i' PER PLAN ( TYP) ~ EXIST BUILDING/WALL EXIST SW - -- 3/8" EXPANSION JOINT MATERIAL EXIST SW EXIST C&G 43°14'53" 2100.00' 1585.12' 832.47' DIMENSIONS PER PLAN --- --- - - - \ - I I (')\ R/W_l__ EXIST SW ' EXIST STREET TREE/IRRIGATION - -- ---- - - --- ---- \ ~ ;..----c.,,----_,;,$ \ EXIST SW EXIST CicG • • EX I ST STREET C C -TREE/IRRIGATION DIMENSIONS PER PLAN -- --- -- --- \ \ \ ~ I \ \ \ - - - -- --- \ I I \ I \ I \ \ I I I I ------ -- SCALE: I I HORIZ: 1"=40' VERT: 1"=8' -"' en " .c u :::, C: " en ::, (f) E " <D IO 0 c,, 3: "' ,,; 0 0 ,!. (f) I a, a, a, a, r-- / ~ ::, g_ t i a. en C: " L ,--------------------------------.------------.-----,-----,-----------------------,-----.-------------,------------------------------------1~ RE'v1EWED: RE'v1EWED· / i'"'' ' t---+----+---------------------<----< ~:. /4') • ~a, ~ ";\'. . ' {,,Af rJ....fa--::, ·l,~rw'@~• °' PREPARED BY: Michael Baker SUSAN E. MICHALSKI RCE 67916 BEN DA 'v1S RCE 82033 ~ DESIGN ENGINEER'S NAME ASSOCIATE Cl'v1L ENGINEER :;::,-1---------------------------.----------1" DESIGNED: DRAWN: ~ t------------'S""M+--------L=-N'-t----11-----+-------------------+-----I DATE __ 0_9~/_07~/_2_1 ___ 1-----------1 -g_ CHECKED: DA TE· OF / NC 09/07 /21 NO. DA TE DESCRIPTION OF RE'v1SIONS APPROVED SHEET ._ ___________________________________________________________________________________________________ _. ____________________________________ _. ___________________________________ _. ________ _.:,: R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 40 20 40 80 120 SCALE: 1"=40' 0 6 200+00 201+00 90 188+50 TO 201+50 PLAN & PROFILE MA T C H L I N E S T A 2 0 1 + 5 0 SE E S H E E T S T - 0 0 5 C-7807-2 SE E S H E E T S T - 0 0 3 MA T C H L I N E S T A 1 8 8 + 5 0 MA T C H L I N E S T A 2 0 1 + 5 0 SE E S H E E T S T - 0 0 5 CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT 832.47 ----SIDEWALK-CASE 23 1 1 1 1 1 SIDEWALK-CASE 1 1 15 3 1 1 110 110 110 110 90 90 90 ST-004 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE LEGEND CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE SIDEWALK PER CNB STD-180 CONCRETE ALLEY APPROACH TYPE A PER CNB STD-142, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB AND GUTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 REMOVE IN-GROUND FLASHERS CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 ADJUST MANHOLE TO GRADE REPLACE UTILITY VALVE AND ADJUST VALVE COVER TO GRADE COLD MILL 2 1/2" AC PAVEMENT PLACE 1" MIN AC LEVELING COURSE, 1 1/2" THICK ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 3 1/2" AC BASE COURSE 1 2 3 5 6 9 10 11 22 28 29 31 29 USMAIL USMAIL 35 3 6 35 2 0 36 0 0 36 0 2 36 3 6 37 0 0 36 0 2 38 1 0 38 0 0 38 3 8 38 4 0 A 38 4 0 B 39 0 0 35 0 1 35 1 9 35 6 5 35 5 5 35 4 5 1 / 2 35 4 5 35 3 7 36 1 7 A - B 36 2 9 36 3 5 36 3 7 36 4 1 36 4 5 36 5 3 37 0 1 37 0 7 37 1 1 38 0 1 39 0 1 SE E S H E E T S T - 0 0 3 MA T C H L I N E S T A 1 8 8 + 5 0 EAST COAST HIGHWAY NA R C I S S U S AV E OR C H I D AV E OR C H I D AV E HA Z E L A V E HA Z E L A V E LLC NA R C I S S U S AV E PO I N S E T T I A AV E PO I N S E T T I A AV E EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 30" WATER 1 18" WATER MAIN 1 CURB RAMP AND SPANDREL SEE DETAIL ON SHEET CD-003 CURB RAMP, SPANDREL AND CROSS GUTTER SEE DETAIL ON SHEET CD-004 CURB RAMP, SPANDREL AND CROSS GUTTER SEE DETAIL ON SHEET CD-004 CURB RAMP, SPANDREL AND CROSS GUTTER, SEE DETAIL SHEET CD-004 CURB RAMP, SPANDREL AND CROSS GUTTER, SEE DETAIL SHEET CD-005 +3 9 5'x5' 22 11 11 22 11 11 11 22 22 PO P P Y AV E PO P P Y A V E WATER VALVE WATER VALVE WATER VALVE AT&T MH (BY OTHERS) WATER MH (LBCWD) STORM DRAIN MH (CNB) WATER MH (LBCWD)11 SEWER MH WATER METER TRAFFIC SIGNAL FO LINE 1 SEWER (OCSD) 1 1 CNB FO LINE 1 32' x 4' x 6" 12' x 6' x 6" 27' x 10' x 6" 13' x 10' x 6" 110' x 10' x 6" 6' x 4' x 6" 277' x 6' x 6" 1TRAFFIC LOOPS 1TRAFFIC LOOPS 2 FO LINE 2 FO LINE FO LINE 2 31 31 31 31 31 2829 2829 2928 2928 28 29 2829 CHARTER FO LINE 11 1 9 16" GAS LINE11 29 28 4" GAS LINE1 31 EOP TC MEDIAN EOP TC EOP 11WATER MH (LBCWD) (LBCWD) (OCSD) SEWER MH (OCSD)11STORM DRAIN MH (CNB) 31 116' x 6' x 6"31 CASE 2 3 SEWER MH (OCSD)11 2928 CURB RAMP AND SPANDREL, SEE DETAIL SHEET CD-003 CURB RAMP AND SPANDREL, SEE DETAIL ON SHEET CD-003 MEDIAN TC 2928 45' x 4' x 6" 201' x 4' x 6"12' x 4' x 6"SEWER MH (CNB) 28 WATER VALVESEWER28 22 11 29 31 6 3128 CNB FO LINE CROWN CASTLE CONDUIT 1 3131 SEWER MH (CNB) (CNB) SEWER1 1 5'x5' CASE 2 3 REBUILD CURB TO DRIVEWAY TRANSITION 6 WATER MH 31 31 31 31 31 31 31 31 31 18 9 + 0 8 . 1 0 B C R (1 0 6 . 6 0 ) F S 19 0 + 0 0 . 0 0 (1 0 6 . 2 0 ) F S 19 1 + 0 0 . 0 0 (1 0 5 . 6 2 ) F S 19 2 + 0 0 . 0 0 (1 0 5 . 2 8 ) F S 19 3 + 0 0 . 0 0 (1 0 4 . 7 7 ) F S 19 4 + 0 0 . 0 0 (1 0 4 . 4 2 ) F S 19 5 + 0 0 . 0 0 (1 0 3 . 8 3 ) F S 19 6 + 0 0 . 0 0 (1 0 3 . 6 3 ) F S 19 7 + 0 0 . 0 0 (1 0 3 . 3 6 ) F S 19 8 + 0 0 . 0 0 (1 0 2 . 4 1 ) F S 19 9 + 0 0 . 0 0 (9 9 . 3 0 ) F S 20 0 + 0 0 . 0 0 (9 5 . 3 7 ) F S 20 1 + 0 0 . 0 0 (9 1 . 7 0 ) F S 18 9 + 5 0 . 0 0 (1 0 6 . 4 6 ) F S 19 0 + 5 0 . 0 0 (1 0 5 . 9 3 ) F S 19 1 + 5 0 . 0 0 (1 0 5 . 4 9 ) F S 19 2 + 5 0 . 0 0 (1 0 5 . 0 6 ) F S 19 3 + 5 0 . 0 0 (1 0 4 . 5 7 ) F S 19 4 + 5 0 . 0 0 (1 0 4 . 1 8 ) F S 19 5 + 5 0 . 0 0 (1 0 3 . 6 7 ) F S 19 6 + 5 0 . 0 0 (1 0 3 . 5 1 ) F S 19 7 + 5 0 . 0 0 (1 0 2 . 9 3 ) F S 19 8 + 5 0 . 0 0 (1 0 1 . 3 3 ) F S 19 9 + 5 0 . 0 0 (9 7 . 3 1 ) F S 20 0 + 5 0 . 0 0 (9 3 . 4 9 ) F S 20 1 + 5 0 . 0 0 (9 0 . 5 9 ) F S 18 8 + 6 4 . 5 5 B C R (1 0 6 . 2 7 ) F S (1.50%) (-0.34%)(-0.51%)(-0.53%)(-0.62%)(-0.27%)(-0.42%)(-0.44%)(-0.57%)(-0.40%)(-0.30%)(-0.49%)(-0.70%)(-0.31%)(-0.08%)(-0.25%)(-0.30%)(-0.86%)(-1.03%)(-0.99%) (-4.25%) (-4.06%) (-4.00%) (-3.88%) (-3.76%) (-3.58%) (-2.22%) 18 8 + 7 9 . 4 0 E C R (1 0 6 . 4 4 ) F S 18 9 + 2 1 . 5 4 E C R (1 0 6 . 5 7 ) F S 19 1 + 6 8 . 3 4 B C R (1 0 5 . 5 4 ) F S 19 2 + 3 0 . 9 5 E C R (1 0 5 . 0 0 ) F S 19 4 + 7 3 . 1 8 B C R (1 0 4 . 0 2 ) F S 19 5 + 3 7 . 7 3 E C R (1 0 3 . 6 5 ) F S 19 9 + 2 0 . 8 8 B C R (9 8 . 4 7 ) F S 19 9 + 9 1 . 0 3 E C R (9 5 . 4 3 ) F S EXIST N'LY EOP PROFILE EXIST N'LY EOP PROFILE EXIST N'LY EOP PROFILE NA R C I S S U S A V E NA R C I S S U S A V E OR C H I D A V E OR C H I D A V E PO I N S E T T I A A V E PO I N S E T T I A A V E PO P P Y A V E PO P P Y A V E 18 9 + 2 9 . 3 1 (1 0 7 . 5 2 ) F S 19 0 + 0 0 . 0 0 (1 0 7 . 2 0 ) F S 19 1 + 0 0 . 0 0 (1 0 6 . 3 8 ) F S 18 9 + 5 0 . 0 0 (1 0 7 . 4 0 ) F S 19 0 + 5 0 . 0 0 (1 0 6 . 7 0 ) F S 19 1 + 5 0 . 0 0 (1 0 6 . 2 1 ) F S 19 2 + 2 6 . 1 1 (1 0 5 . 9 6 ) F S 19 3 + 0 0 . 0 0 (1 0 5 . 6 3 ) F S 19 4 + 0 0 . 0 0 (1 0 4 . 9 3 ) F S 19 2 + 5 0 . 0 0 (1 0 5 . 8 7 ) F S 19 3 + 5 0 . 0 0 (1 0 5 . 3 0 ) F S 19 4 + 5 0 . 0 0 (1 0 4 . 6 4 ) F S 19 5 + 2 9 . 7 7 (1 0 4 . 2 7 ) F S 19 6 + 0 0 . 0 0 (1 0 3 . 9 1 ) F S 19 7 + 0 0 . 0 0 (1 0 3 . 6 2 ) F S 19 5 + 5 0 . 0 0 (1 0 4 . 1 6 ) F S 19 6 + 5 0 . 0 0 (1 0 3 . 7 8 ) F S 19 7 + 5 0 . 0 0 (1 0 3 . 2 0 ) F S 19 8 + 3 6 . 6 5 (1 0 1 . 9 9 ) F S 19 9 + 0 0 . 0 0 (9 9 . 4 4 ) F S 20 0 + 0 0 . 0 0 (9 5 . 4 8 ) F S 20 1 + 0 0 . 0 0 (9 2 . 2 6 ) F S 19 8 + 5 0 . 0 0 (1 0 1 . 3 0 ) F S 19 9 + 5 0 . 0 0 (9 7 . 4 8 ) F S 20 0 + 5 0 . 0 0 (9 3 . 6 3 ) F S 20 1 + 5 0 . 0 0 (9 1 . 0 7 ) F S 18 8 + 6 1 . 8 0 (1 0 7 . 0 2 ) F S 19 1 + 6 1 . 0 5 (1 0 6 . 1 6 ) F S 19 4 + 6 1 . 9 7 (1 0 4 . 6 2 ) F S 19 7 + 6 6 . 0 7 (1 0 3 . 1 2 ) F S 18 8 + 5 0 . 0 0 (1 0 6 . 7 1 ) F S (2.63%) (-0.60%)(-0.40%)(-1.00%)(-0.64%)(-0.33%) (-0.42%) (-0.40%)(-0.48%)(-0.65%)(-0.74%)(-0.58%) (-0.23%) (-0.53%)(-0.50%)(-0.27%)(-0.32%)(-0.83%) (1.14%) (-5.16 % ) (-3.72%) (-3.92%) (-3.99%) (-3.70%) (-2.75%) (-2.38%) EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE 18 9 + 2 9 . 3 1 (1 0 7 . 5 2 ) F S 19 0 + 0 0 . 0 0 (1 0 7 . 3 9 ) F S 19 1 + 0 0 . 0 0 (1 0 6 . 5 5 ) F S 18 9 + 5 0 . 0 0 (1 0 7 . 5 6 ) F S 19 0 + 5 0 . 0 0 (1 0 6 . 9 7 ) F S 19 1 + 5 0 . 0 0 (1 0 6 . 2 3 ) F S 19 2 + 2 6 . 1 1 (1 0 5 . 9 6 ) F S 19 3 + 0 0 . 0 0 (1 0 5 . 6 3 ) F S 19 4 + 0 0 . 0 0 (1 0 4 . 9 5 ) F S 19 2 + 5 0 . 0 0 (1 0 5 . 9 1 ) F S 19 3 + 5 0 . 0 0 (1 0 5 . 3 4 ) F S 19 4 + 5 0 . 0 0 (1 0 4 . 7 1 ) F S 19 5 + 2 9 . 7 7 (1 0 4 . 2 7 ) F S 19 6 + 0 0 . 0 0 (1 0 3 . 8 9 ) F S 19 7 + 0 0 . 0 0 (1 0 3 . 5 0 ) F S 19 5 + 5 0 . 0 0 (1 0 4 . 1 5 ) F S 19 6 + 5 0 . 0 0 (1 0 3 . 7 3 ) F S 19 7 + 5 0 . 0 0 (1 0 3 . 1 1 ) F S 19 8 + 3 6 . 6 5 (1 0 1 . 9 9 ) F S 19 9 + 0 0 . 0 0 (9 9 . 2 5 ) F S 20 0 + 0 0 . 0 0 (9 5 . 3 2 ) F S 20 1 + 0 0 . 0 0 (9 2 . 1 4 ) F S 19 8 + 5 0 . 0 0 (1 0 1 . 2 1 ) F S 19 9 + 5 0 . 0 0 (9 7 . 2 7 ) F S 20 0 + 5 0 . 0 0 (9 3 . 5 5 ) F S 20 1 + 5 0 . 0 0 (9 1 . 1 5 ) F S 18 8 + 6 1 . 8 0 (1 0 7 . 0 2 ) F S 19 1 + 6 1 . 0 5 (1 0 6 . 1 6 ) F S 19 4 + 6 1 . 9 7 (1 0 4 . 6 2 ) F S 19 7 + 6 6 . 0 7 (1 0 3 . 1 2 ) F S 18 8 + 5 0 . 0 0 (1 0 6 . 9 3 ) F S (0.93%) (0.18%)(-0.33%)(-0.84%)(-0.85%)(-0.63%) (-0.61%) (-0.23%)(-0.54%)(-0.58%)(-0.78%)(-0.49%) (-0.71%) (-0.59%)(-0.51%)(-0.32%)(-0.46%)(-0.79%) (0.10%) (-5.80 % ) (-3.92%) (-3.97%) (-3.91%) (-3.54%) (-2.82%) (-1.98%) EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE NA R C I S S U S A V E NA R C I S S U S A V E OR C H I D A V E OR C H I D A V E PO I N S E T T I A A V E PO I N S E T T I A A V E PO P P Y A V E PO P P Y A V E 18 9 + 0 0 . 0 0 (1 0 6 . 8 8 ) F S 19 0 + 0 0 . 0 0 (1 0 6 . 8 9 ) F S 19 1 + 0 0 . 0 0 (1 0 6 . 0 7 ) F S 19 2 + 0 0 . 0 0 (1 0 4 . 9 5 ) F S 19 3 + 0 0 . 0 0 (1 0 4 . 5 1 ) F S 19 4 + 0 0 . 0 0 (1 0 3 . 9 3 ) F S 19 5 + 0 0 . 0 0 (1 0 3 . 3 2 ) F S 19 6 + 0 0 . 0 0 (1 0 2 . 8 9 ) F S 19 7 + 0 0 . 0 0 (1 0 2 . 2 4 ) F S 19 8 + 0 0 . 0 0 (1 0 1 . 4 5 ) F S 19 9 + 0 0 . 0 0 (9 8 . 2 1 ) F S 20 0 + 0 0 . 0 0 (9 4 . 3 4 ) F S 94 . 1 7 F L 20 1 + 0 0 . 0 0 (9 1 . 2 6 ) F S 91 . 0 9 F L 18 9 + 5 0 . 0 0 (1 0 7 . 1 8 ) F S 19 0 + 5 0 . 0 0 (1 0 6 . 5 3 ) F S 19 1 + 5 0 . 0 0 (1 0 5 . 5 1 ) F S 19 2 + 5 0 . 0 0 (1 0 4 . 7 4 ) F S 19 3 + 5 0 . 0 0 (1 0 4 . 3 7 ) F S 19 4 + 5 0 . 0 0 (1 0 3 . 6 2 ) F S 19 5 + 5 0 . 0 0 (1 0 3 . 1 1 ) F S 19 6 + 5 0 . 0 0 (1 0 2 . 5 7 ) F S 19 7 + 5 0 . 0 0 (1 0 1 . 9 4 ) F S 19 8 + 5 0 . 0 0 (1 0 0 . 1 9 ) F S 19 9 + 5 0 . 0 0 (9 6 . 2 1 ) F S 96 . 0 4 F L 20 0 + 5 0 . 0 0 (9 2 . 8 0 ) F S 92 . 6 3 F L 20 1 + 5 0 . 0 0 (9 0 . 2 7 ) F S 90 . 1 0 F L 18 8 + 6 7 . 7 9 B C R (1 0 6 . 7 6 ) F S 19 9 + 4 4 . 2 5 E C R (9 6 . 4 6 ) F S 96 . 2 9 F L (0.69%)(0.61%)(-0.58%)(-0.72%)(-0.92%)(-1.14%)(-1.11%)(-0.41%)(-0.47%)(-0.27%)(-0.89%)(-0.61%)(-0.60%)(-0.42%)(-0.45%)(-0.64%)(-0.65%)(-0.59%)(-0.99%)(-2.53%) (-3.95%) (-3.92%) -4.61% -3.73% -3.09% -3.07% -1.99% 18 9 + 2 0 . 3 5 E C R (1 0 7 . 0 5 ) F S 19 1 + 5 6 . 2 1 B C R (1 0 5 . 3 6 ) F S 19 4 + 6 3 . 5 4 B C R (1 0 3 . 5 1 ) F S 19 5 + 2 0 . 2 9 E C R (1 0 3 . 2 0 ) F S 19 8 + 9 7 . 8 9 B C R (9 8 . 2 0 ) F S EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE PROP S'LY FL 1" THICK AC REPLACEMENT 20' x 30' DRIVEWAY + CURB AND GUTTER REPLACEMENT 1" THICK AC REPLACEMENT 20' x 30' 1" THICK AC REPLACEMENT 20' x 30' 1" THICK AC REPLACEMENT 20' x 30' 1" THICK AC REPLACEMENT 20' x 30' SIDEWALK REPLACEMENT SIDEWALK REPLACEMENT SIDEWALK REPLACEMENT SIDEWALK REPLACEMENT SIDEWALK REPLACEMENT FIBER OPTIC LINE REPAIR, CONTRACTOR HIT FO AT WATER VALVE, REPLACED FO FROM POPPY TO SEAWARD ------ ----------- T -- ---- -- -- -----T ----'- ----i--------i-------t---------t--------t-------t-------+-------+--+-------,-------+-------+-------+-------+-------+-+-----+-------t-------+-------~-------1---------------1---------------"-----------=-=,__,,-+-------+---------,-------+- I I 1 I I . _ _Jl -w- 0 0 0 0 0 0 0 0 0 0 0 0 I I I I I I I I I !/_ I I -------------- RECORD DRAWINGS Thes-e Record Drewing~; hove be:e:1 prepar-ed bo~ed en 1.he best c1voik1b le inforrnc lion. 'Nhilt: this informutio11 is believed to be reliabl e, Cit y of I\J,e,1;porl Beach i::. nd responsible for it ::: occuracy, not-li1'2 6rrors or omission s which rnoy or· m ay not 1-1av€ been ln corpornt ed i11t o tl·1 ese plcn s. I I I I I ,, -L __ I I I ---- I I 'I ,' ,' ' ' ' .> r;-, -•-_J '· I I I I I ------------ 7 ----- 7 ' ------ ---::,:,;-.:.--=::_1u-~ I I r------;(0<s J I I ; ; ' f / I I I I I ( ' ,~ -f' I "' !fr r I I/' ,1/ ' ~I ' ff1 .!J_; --- --7 I - SCALE: I I HORIZ: 1 "=40' VERT: 1"=8' --+--- ,/---/ ---------_:::-_·----~_-:__·_~_::µ"( w ."'I) •. c-:1 I 0 / ~ .ss -r:. I I I I I I ---==-~ ~ ' ,-l.'...1-;-1 ~ I ,_!_1 I 1+1 1 ---------~ I I I I -1-1--1-1-1 -I-I- I I I I I I I "' f--I r-1 ! ss -C[ I I I I I 43 14'53" 2100.00' 1585.12' 4 N57 41 50'W 997.46 I 111,-,Gr-·:-. 1-1 ,_, 'Tl ;-IJ'l~I' ,_, 1-, I I I I s APPROX CL ST A TI ON "\ Ci' PER PLAN ( TYP) \i"'-3/8" EXPANSION JOINT MATERIAL EX I ST BUILDING/WALt ~--'---~'----~-" EXIST SW EXIST SW '•_,;__I'' EXIST C&:G ----, -------------- DIMENSIONS PER PLAN LJ EXIST SW EXIST STREET TREE/IRRIGATION , ___ / 1 -CDM- ct I I I I DIMENSIONS PER PLAN 1 I I I I EXIST SW __ j EXIST C&:G EXIST STREET TREE/ IRR I GA T ION 7 e " I I I I r:, I !i I I I ~ ~ >-'>< -COM E 0. -N I() o> '" 'O -.: 0 0 ,!_ V) I a, a, a, a, r---:;--::, g, f f CL "' C: " r------------------------------,.R:::E::-:Vl:=EWE::=D:-:--------r---,------,--------------------,---r=:-c-::-:=,--------..--------------------------------1~ t-----+-----+---------------------+-----l"~il-I PREPARED BY: Michael Baker SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER a, a, a, r---t-------------------------.-----------1:;-" -r==:::::-.....:::SM"-t-::-:-:=---LN:::..:....i---+-----+-------------------t-----1 DATE __ 0'--'9-'-/-'-07_,_/""21____ ~---------1.g CHECKED: DA TE· o. NC 09 /07 /21 NO. DA TE DESCRIPTION OF REVISIONS APPROVED SHEET OF / _____________________________________________ ...._ ________________________ .....1 ___ ..:.:.;:;..i.._.....;.....;_ ..... _.1.... ___ ...... _________________ ..L... __ ...1.. ________ ....1. ___________________ ....1. ______ ....J:r: CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE SIDEWALK PER CNB STD-180 CONCRETE CURB AND GUTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 ADJUST MANHOLE TO GRADE INSTALL NEW MANHOLE FRAME AND COVER PER CNB STD-318 AND STD-321 REPLACE UTILITY VALVE AND ADJUST VALVE COVER TO GRADE COLD MILL 2 1/2" AC PAVEMENT PLACE 1" MIN AC LEVELING COURSE, 1 1/2" THICK ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 3 1/2" AC BASE COURSE 1 2 3 6 11 20 22 28 29 31 40 20 40 80 120 SCALE: 1"=40' 0 7 212+00 213+00 MA T C H L I N E S T A 2 1 3 + 5 0 SE E S H E E T S T - 0 0 6 SE E S H E E T S T - 0 0 4 MA T C H L I N E S T A 2 0 1 + 5 0 PLAN & PROFILE 201+50 TO 213+50 C-7807-2 SE E S H E E T S T - 0 0 4 MA T C H L I N E S T A 2 0 1 + 5 0 MA T C H L I N E S T A 2 1 3 + 5 0 SE E S H E E T S T - 0 0 6 01°04'20" 5000.00' 93.57' N56°37'30"W -- 1029.43' 01°06'12" 5000.00' 96.28' 46.79' 48.14' -- SIDEWALK-CASE 1 1 15 3 1 1 ST-005 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE LEGEND 90 90 90 90 110 110 110 110 401 (1-1 38 4 0 B 41 0 0 41 0 2 41 0 4 4200 4202 4204 4216 4218 4220 4232 4234 4236 4128 4130 4132 4112 4114 4116 4144 4146 4148 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 S E A W A R D R D EAST COAST HIGHWAY LCL CLL CASE 1 4'x15' SEA W A R D RD CURB RAMP SEE DETAIL ON SHEET CD-005 3 EXIST R/W EXIST R/W EXIST R/W EXIST R/WEXIST R/W EXIST R/W +9 0 27" WATER MAIN (LBCWD) 1 18" WATER MAIN +2 7 11 22 22 22 11 11 11 22 20 TRAFFIC SIGNAL FO LINE 1 8" SEWER CNB 1 AT&T CONDUIT 1 TRAFFIC SIGNAL FO LINE 1 CHARTER FO LINE 1 1 8" SEWER CNB 1 11 WATER MH(LBCWD) 11 SEWER MH (CNB) WATER VALVE SEWER MH(OCSD) WATER VALVE WATER MH (LCBWD) AT&T MH(BY OTHERS) WATER VALVE WATER VALVEWATER MH (LCBWD) STORMDRAIN MH (CNB)24" SEWER (OCSD)1 90' x 4' x 6" 58' x 5' x 6" 50' x 10' x 6" 52' x 8' x 6" 27' x 3' x 6" 201' x 4' x 6" 2FO LINE 2FO LINE 31 31 31 31 31 31 31 3167' x 12' x 6" 520' x 6' x 6"28 29 28 29 28 29 28 29 EVENING CANYON RD 6 6 6 1 28 29 4" GAS LINE1 16" GAS LINE1 TRAFFIC SIGNAL FO LINE CROWN CASTLE FIBER 1DRAINAGE INLET1 11 SEWER MH (OCSD) DRAINAGEINLET 1 DRAINAGE INLET 1 1SCE MH DRAINAGE INLET 1 11 20 TC EOP TC EOP TCEOP TC EOP 316" MEDIAN EOP MEDIANEOP 31 31 20 2 + 0 0 . 0 0 (8 9 . 6 1 ) F S 20 3 + 0 0 . 0 0 (8 8 . 1 3 ) F S 20 4 + 0 0 . 0 0 (8 9 . 1 1 ) F S 20 5 + 0 0 . 0 0 (9 1 . 5 1 ) F S 20 6 + 0 0 . 0 0 (9 3 . 0 2 ) F S 20 7 + 0 0 . 0 0 (9 4 . 8 1 ) F S 20 8 + 0 0 . 0 0 (9 6 . 5 3 ) F S 20 9 + 0 0 . 0 0 (9 8 . 4 0 ) F S 21 0 + 0 0 . 0 0 (1 0 0 . 1 8 ) F S 21 1 + 0 0 . 0 0 (1 0 1 . 9 6 ) F S 21 2 + 0 0 . 0 0 (1 0 3 . 7 6 ) F S 21 3 + 0 0 . 0 0 (1 0 5 . 5 0 ) F S 20 2 + 5 0 . 0 0 (8 8 . 5 5 ) F S 20 3 + 5 0 . 0 0 (8 8 . 3 7 ) F S 20 4 + 5 0 . 0 0 (8 9 . 8 4 ) F S 20 5 + 5 0 . 0 0 (9 2 . 2 4 ) F S 20 6 + 5 0 . 0 0 (9 3 . 9 6 ) F S 20 7 + 5 0 . 0 0 (9 5 . 7 0 ) F S 20 8 + 5 0 . 0 0 (9 7 . 4 9 ) F S 20 9 + 5 0 . 0 0 (9 9 . 2 6 ) F S 21 0 + 5 0 . 0 0 (1 0 1 . 0 6 ) F S 21 1 + 5 0 . 0 0 (1 0 2 . 8 7 ) F S 21 2 + 5 0 . 0 0 (1 0 4 . 7 0 ) F S 21 3 + 5 0 . 0 0 (1 0 6 . 2 8 ) F S 20 1 + 5 0 . 0 0 (9 0 . 5 9 ) F S (-1.96%) (-2.11%)(-0.84%)(-0.63%)(1.63%)(1.48%)(1.46%) (3.33%) (1.46%)(1.57%)(1.87%)(1.72%)(1.77%)(1.66%)(1.91%)(1.83%)(1.72%)(1.84%)(1.77%)(1.79%)(1.82%)(1.80%)(1.87%)(1.61%)(1.56%) 20 4 + 2 1 . 2 5 B C R (8 9 . 2 6 ) F S EXIST N'LY EOP PROFILE EXIST N'LY EOP PROFILE SE A W A R D R D 20 2 + 0 0 . 0 0 (9 0 . 2 5 ) F S 20 2 + 5 0 . 0 0 (8 9 . 3 6 ) F S 20 3 + 0 2 . 4 2 (8 8 . 8 8 ) F S 20 3 + 5 0 . 0 0 (8 9 . 2 4 ) F S 20 4 + 9 1 . 9 9 (9 2 . 1 0 ) F S 20 5 + 0 0 . 0 0 (9 2 . 1 8 ) F S 20 6 + 0 0 . 0 0 (9 3 . 9 9 ) F S 20 7 + 0 0 . 0 0 (9 5 . 7 5 ) F S 20 8 + 0 0 . 0 0 (9 7 . 4 6 ) F S 20 9 + 0 0 . 0 0 (9 9 . 2 4 ) F S 21 0 + 0 0 . 0 0 (1 0 1 . 0 2 ) F S 21 1 + 0 0 . 0 0 (1 0 2 . 7 8 ) F S 21 2 + 0 0 . 0 0 (1 0 4 . 6 2 ) F S 21 3 + 0 0 . 0 0 (1 0 6 . 4 1 ) F S 20 5 + 5 0 . 0 0 (9 3 . 0 7 ) F S 20 6 + 5 0 . 0 0 (9 4 . 9 2 ) F S 20 7 + 5 0 . 0 0 (9 6 . 5 9 ) F S 20 8 + 5 0 . 0 0 (9 8 . 3 6 ) F S 20 9 + 5 0 . 0 0 (1 0 0 . 1 2 ) F S 21 0 + 5 0 . 0 0 (1 0 1 . 9 2 ) F S 21 1 + 5 0 . 0 0 (1 0 3 . 7 2 ) F S 21 2 + 5 0 . 0 0 (1 0 5 . 5 3 ) F S 21 3 + 5 0 . 0 0 (1 0 7 . 2 6 ) F S 20 3 + 9 7 . 6 4 (9 0 . 5 5 ) F S 20 2 + 9 8 . 4 9 (8 8 . 8 7 ) F S 20 1 + 5 0 . 0 0 (9 1 . 0 7 ) F S (-1.63%)(-1.79%)(-1.01%)(0.76%)(2.77%)(1.05%) (1.78%)(1.84%)(1.87%)(1.66%)(1.67%)(1.74%)(1.80%)(1.77%)(1.76%)(1.80%)(1.78%)(1.72%)(1.90%)(1.78%)(1.82%)(1.76%)(1.70%) EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE SE A W A R D R D 20 2 + 0 0 . 0 0 (9 0 . 3 9 ) F S 20 2 + 5 0 . 0 0 (8 9 . 5 8 ) F S 20 3 + 0 2 . 4 2 (8 8 . 8 8 ) F S 20 3 + 5 0 . 0 0 (8 9 . 4 4 ) F S 20 4 + 9 1 . 9 9 (9 2 . 1 0 ) F S 20 5 + 0 0 . 0 0 (9 2 . 2 3 ) F S 20 6 + 0 0 . 0 0 (9 4 . 0 0 ) F S 20 7 + 0 0 . 0 0 (9 5 . 7 9 ) F S 20 8 + 0 0 . 0 0 (9 7 . 6 2 ) F S 20 9 + 0 0 . 0 0 (9 9 . 3 8 ) F S 21 0 + 0 0 . 0 0 (1 0 1 . 1 1 ) F S 21 1 + 0 0 . 0 0 (1 0 2 . 9 4 ) F S 21 2 + 0 0 . 0 0 (1 0 4 . 7 4 ) F S 21 3 + 0 0 . 0 0 (1 0 6 . 5 1 ) F S 20 5 + 5 0 . 0 0 (9 3 . 0 6 ) F S 20 6 + 5 0 . 0 0 (9 4 . 9 1 ) F S 20 7 + 5 0 . 0 0 (9 6 . 6 9 ) F S 20 8 + 5 0 . 0 0 (9 8 . 5 1 ) F S 20 9 + 5 0 . 0 0 (1 0 0 . 2 3 ) F S 21 0 + 5 0 . 0 0 (1 0 1 . 9 8 ) F S 21 1 + 5 0 . 0 0 (1 0 3 . 8 2 ) F S 21 2 + 5 0 . 0 0 (1 0 5 . 6 5 ) F S 21 3 + 5 0 . 0 0 (1 0 7 . 3 3 ) F S 20 3 + 9 7 . 6 4 (9 0 . 5 5 ) F S 20 1 + 5 0 . 0 0 (9 1 . 1 5 ) F S (-1.52%)(-1.61%)(-1.33%)(1.16%)(1.64%)(1.61%) (1.67%)(1.88%)(1.81%)(1.76%)(1.80%)(1.86%)(1.79%)(1.74%)(1.70%)(1.76%)(1.74%)(1.91%)(1.77%)(1.83%)(1.82%)(1.74%)(1.63%) EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE 20 2 + 0 0 . 0 0 (8 9 . 5 3 ) F S 89 . 3 6 F L 20 3 + 0 0 . 0 0 (8 8 . 1 7 ) F S 20 4 + 0 0 . 0 0 (8 9 . 6 9 ) F S 20 5 + 0 0 . 0 0 (9 1 . 2 6 ) F S 20 6 + 0 0 . 0 0 (9 3 . 2 0 ) F S 93 . 0 3 F L 20 7 + 0 0 . 0 0 (9 5 . 1 1 ) F S 94 . 9 4 F L 20 8 + 0 0 . 0 0 (9 6 . 8 6 ) F S 96 . 6 9 F L 20 9 + 0 0 . 0 0 (9 8 . 6 3 ) F S 98 . 4 6 F L 21 0 + 0 0 . 0 0 (1 0 0 . 4 3 ) F S 10 0 . 2 6 F L 21 1 + 0 0 . 0 0 (1 0 2 . 1 6 ) F S 10 1 . 9 9 F L 21 2 + 0 0 . 0 0 (1 0 3 . 8 1 ) F S 10 2 . 7 8 F L 21 3 + 0 0 . 0 0 (1 0 5 . 4 7 ) F S 10 5 . 3 0 F L 20 2 + 5 0 . 0 0 (8 8 . 5 8 ) F S 88 . 4 1 F L 20 3 + 5 0 . 0 0 (8 8 . 4 0 ) F S 20 4 + 5 0 . 0 0 (9 0 . 3 3 ) F S 20 5 + 5 0 . 0 0 (9 2 . 1 3 ) F S 20 6 + 5 0 . 0 0 (9 4 . 1 8 ) F S 94 . 0 1 F L 20 7 + 5 0 . 0 0 (9 6 . 0 4 ) F S 95 . 8 7 F L 20 8 + 5 0 . 0 0 (9 7 . 7 5 ) F S 97 . 5 8 F L 20 9 + 5 0 . 0 0 (9 9 . 5 6 ) F S 99 . 3 9 F L 21 0 + 5 0 . 0 0 (1 0 1 . 2 8 ) F S 10 1 . 1 1 F L 21 1 + 5 0 . 0 0 (1 0 2 . 9 5 ) F S 10 2 . 7 8 F L 21 2 + 5 0 . 0 0 (1 0 4 . 6 6 ) F S 10 3 . 6 4 F L 21 3 + 5 0 . 0 0 (1 0 6 . 5 2 ) F S 20 1 + 5 0 . 0 0 (9 0 . 2 7 ) F S 90 . 1 0 F L 20 2 + 6 2 . 6 8 (8 8 . 3 8 ) F S 88 . 2 1 F L 20 5 + 8 9 . 8 9 (9 3 . 1 5 ) F S 92 . 9 8 F L 21 3 + 3 0 . 2 5 (1 0 5 . 9 8 ) F S 10 5 . 8 1 F L -1.49%-1.89% -1.06% (-0.72%)(0.45%)(2.57%) (1.28%)(1.87%)(1.74%)(2.68%) -0.03% 1.96%1.86%1.86%1.65%1.77%1.77%1.85%1.75%1.69%1.77%1.58%1.71%1.71%1.59% 1.83%(2.59%) PROP S'LY FL SE A W A R D R D SE A W A R D R D EXIST S'LY EOP PROFILEPROP S'LY FL INSTALL NEW ADVANCED LOOP CONDUIT AND DLC CABLE RECORD DRAWINGS These Ri;:;:ccrd D:·-::;,w;r,g~; hove be-~n p repared b<Jsed en 1-h:e be~;t c.:1vaiioble inforrr1~_Jtlo:-i 1N11ile t h js information is bcdievc-d to be rdi c:ible, Ciky o f hk·wport Beach is nol respo11$ible for ih occ1Jracy, nor tf1,2, &rrors or omtssf0n8 which may or ITIG.f not 1~,ov-e been lncorpo r\Jte-d into tl·1 ese pl-ens. I D D -- -- ----. -- - \I -1-1-1 1-1-1--1-1-1 1-1-1- I ::c □ u I I --- - -- r ~ \ (/) t:l - u \ -- - - ---- --- - I I ~ - I 5 6 7 -- -- \ \ \ \ I I I I -fslM - :s::::_,: . t() I') - ------------ -------------- --------------------------------------------------------------------------- I I I --~ __ -<'§\_-, -----------=---~--~----=±1=mr~ <~~~~a 1- ",i□J I'\ ----------- .·~ ~ ---- APPROX CL ST AT I ON~ lj' PER PLAN ( TYP) \"'- EX I ST BUILDING/WALt EXIST SW / -. -. ss ---.--- 3/8" EXPANSION JOINT MATERIAL EXIST SW EXIST CicG DIMENSIONS PER PLAN -------m / ~ i I,--;:--;-'. --~I''':':':=::"' -::::':-:';z"'.:=s:::::'::"::::':'_;;:=:===~'s_'G"::',-':':' -=,=·==::!:' ----------- -- SCALE: HORIZ: 1 "=40' VERT: 1"=8' _J I I I t .:,; "' 0 .i::. <.) ::;a C 0 "' :, (/) E 0. ~ IO N o> '" -0 iri D D ,!_ (/) I a, a, a, a, " :;--:, g, f f 0.. "' C 0 r------------------------------,.R:::E::-:Vl:=EWE::=D:-:--------r---,------,--------------------,---r=:-c-::-:=,--------..--------------------------------1~ t----+-----+---------------------+------l"~il-I PREPARED BY: Michael Baker SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER a, a, a, " t------------------------.-----------1:;-o -r==:::::-.....:::SM"-t-::-:-:=---LN:::..:....i--+-----+--------------------t-------1 DATE __ 0'--'9-'-/-'-07_,_/""21____ ~---------1.g CHECKED: DA TE· "-NC 09 /07 /21 NO. DA TE DESCRIPTION OF REVISIONS APPROVED SHEET OF / _____________________________________________ ...._ ________________________ .....1 ___ ..:.:.;:;..i.._.....;.....;_ ..... _.1.... ___ ...... _________________ ..L... __ ...1.. ________ ....1. ___________________ ....1. ______ ....J:r: CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 213+50-214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 8 225+00 226+00 MA T C H L I N E S T A 2 2 6 + 5 0 SE E S H E E T S T - 0 0 7 SE E S H E E T S T - 0 0 5 MA T C H L I N E S T A 2 1 3 + 5 0 PLAN & PROFILE 213+50 TO 226+50 40 20 40 80 120 SCALE: 1"=40' 0 C-7807-2 SE E S H E E T S T - 0 0 5 MA T C H L I N E S T A 2 1 3 + 5 0 N57°43'42"W -- 1719.61' 01°06'12" 5000.00' 96.28' 46.79' -- CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 ADJUST MANHOLE TO GRADE REPLACE UTILITY VALVE AND ADJUST VALVE COVER TO GRADE COLD MILL 2 1/2" AC PAVEMENT PLACE 1" MIN AC LEVELING COURSE, 1 1/2" THICK ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 3 1/2" AC BASE COURSE 1 2 11 22 28 29 31 ST-006 LEGEND FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE LEGEND 110 140 110 140 110 140 110 140 ID E N T I C A L P O I N T ID E N T I C A L P O I N T ID E N T I C A L P O I N T ID E N T I C A L P O I N T SE E S H E E T S T - 0 0 7 MA T C H L I N E S T A 2 2 6 + 5 0 EXIST R/W EXIST R/W EXIST R/W EXIST R/W LCL LCL 27" WATER MAIN (LBCWD) 1 18" WATER (LBCWD)1 18" WATER (LBCWD) 1 11 22 WATER VALVE WATER MH(LBCWD)11 11 MO R N I N G CA N Y O N R D WATERVALVE MO R N I N G CA N Y O N R D SEWER (OCSD) 1 AT&T CONDUIT 1 707' x 13' x 6' 520' x 6' x6" 80' x 6' x 6"22' x 4' x 6" TRAFFIC LOOPS1 TRAFFIC LOOPS1 FO LINE 2 31 31 31 31 31 31 28 29 28 29 28 214+61.79 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 253' x 12' x 6" 22' x 6' x 6" SEWER MH(CNB) 28 22 13" GAS LINE 12" GAS LINE 116" GAS LINE 1CROWN CASTLE FIBER EAST COAST HIGHWAYWATER MH (LBCWD) 124" SEWER (OCSD) DRAINAGE INLET 1 11 SEWER MH (OCSD) DRAINAGE INLET 1 EOP TC EOP TC MEDIAN EOP MEDIAN TC 29 28 29 21 4 + 0 0 . 0 0 (1 0 7 . 0 6 ) F S 21 5 + 0 0 . 0 0 (1 0 7 . 8 9 ) F S 21 6 + 0 0 . 0 0 (1 0 9 . 4 4 ) F S 21 7 + 0 0 . 0 0 (1 1 1 . 7 1 ) F S 21 8 + 0 0 . 0 0 (1 1 4 . 7 6 ) F S 21 9 + 0 0 . 0 0 (1 1 7 . 6 6 ) F S 22 0 + 0 0 . 0 0 (1 2 0 . 8 0 ) F S 21 5 + 5 0 . 0 0 (1 0 8 . 1 8 ) F S 21 6 + 5 0 . 0 0 (1 1 0 . 5 4 ) F S 21 7 + 5 0 . 0 0 (1 1 3 . 3 6 ) F S 21 8 + 5 0 . 0 0 (1 1 6 . 2 2 ) F S 21 9 + 5 0 . 0 0 (1 1 9 . 1 8 ) F S 22 0 + 5 0 . 0 0 (1 2 2 . 5 7 ) F S 21 3 + 5 0 . 0 0 (1 0 6 . 2 8 ) F S (1.61%)(0.83%)(-0.55%)(2.86%)(2.53%) (2.20%) (2.35%) (3.30%) (2.80%) (2.92%) (2.88%) (3.04%) (3.24%) (3.54%) (3.81%) EXIST N'LY EOP PROFILE MO R N I N G CA N Y O N R D 22 1 + 0 0 . 0 0 (1 2 4 . 4 7 ) F S 22 2 + 0 0 . 0 0 (1 2 8 . 3 8 ) F S 22 3 + 0 0 . 0 0 (1 3 2 . 1 9 ) F S 22 4 + 0 0 . 0 0 (1 3 5 . 5 1 ) F S 22 5 + 0 0 . 0 0 (1 3 8 . 3 6 ) F S 22 6 + 0 0 . 0 0 (1 4 0 . 6 9 ) F S 22 1 + 5 0 . 0 0 (1 2 6 . 4 1 ) F S 22 2 + 5 0 . 0 0 (1 3 0 . 3 3 ) F S 22 3 + 5 0 . 0 0 (1 3 3 . 8 6 ) F S 22 4 + 5 0 . 0 0 (1 3 6 . 9 5 ) F S 22 5 + 5 0 . 0 0 (1 3 9 . 6 3 ) F S 22 6 + 5 0 . 0 0 (1 4 1 . 7 5 ) F S (3.81%) (3.88%) (3.93%) (3.90%) (3.73%) (3.33%) (3.31%) (2.88%) (2.82%) (2.54%) (2.12%) (2.11%) EXIST N'LY EOP PROFILE 21 5 + 4 7 . 9 1 (1 0 9 . 6 6 ) F S 21 6 + 0 0 . 0 0 (1 1 0 . 4 0 ) F S 21 7 + 0 0 . 0 0 (1 1 2 . 5 1 ) F S 21 8 + 0 0 . 0 0 (1 1 5 . 4 3 ) F S 21 9 + 0 0 . 0 0 (1 1 8 . 2 0 ) F S 22 0 + 0 0 . 0 0 (1 2 1 . 4 2 ) F S 21 5 + 5 0 . 0 0 (1 0 9 . 6 7 ) F S 21 6 + 5 0 . 0 0 (1 1 1 . 3 3 ) F S 21 7 + 5 0 . 0 0 (1 1 4 . 0 7 ) F S 21 8 + 5 0 . 0 0 (1 1 6 . 6 9 ) F S 21 9 + 5 0 . 0 0 (1 1 9 . 8 2 ) F S 22 0 + 5 0 . 0 0 (1 2 3 . 1 1 ) F S 21 3 + 7 3 . 5 4 (1 0 7 . 8 2 ) F S 21 3 + 5 0 . 0 0 (1 0 7 . 2 6 ) F S (2.40%) (0.91%) (1.47%)(1.86%) (2.36%) (3.11%) (2.73%) (2.51%) (3.02%) (3.24%) (3.19%) (3.38%) (3.61%) EXIST N'LY MEDIAN PROFILE 22 1 + 0 0 . 0 0 (1 2 4 . 9 2 ) F S 22 2 + 0 0 . 0 0 (1 2 8 . 8 2 ) F S 22 3 + 0 0 . 0 0 (1 3 2 . 7 2 ) F S 22 4 + 0 0 . 0 0 (1 3 6 . 2 4 ) F S 22 5 + 0 0 . 0 0 (1 3 9 . 2 4 ) F S 22 6 + 0 0 . 0 0 (1 4 1 . 4 4 ) F S 22 1 + 5 0 . 0 0 (1 2 6 . 8 7 ) F S 22 2 + 5 0 . 0 0 (1 3 0 . 8 1 ) F S 22 3 + 5 0 . 0 0 (1 3 4 . 5 5 ) F S 22 4 + 5 0 . 0 0 (1 3 7 . 7 8 ) F S 22 5 + 5 0 . 0 0 (1 4 0 . 4 0 ) F S 22 6 + 5 0 . 0 0 (1 4 2 . 3 9 ) F S (3.61%) (3.92%) (3.90%) (3.97%) (3.83%) (3.64%) (3.39%) (3.07%) (2.93%) (2.32%) (2.07%)(1.91%) EXIST N'LY MEDIAN PROFILE 22 1 + 0 0 . 0 0 (1 2 5 . 0 1 ) F S 22 2 + 0 0 . 0 0 (1 2 8 . 9 0 ) F S 22 3 + 0 0 . 0 0 (1 3 2 . 6 7 ) F S 22 4 + 0 0 . 0 0 (1 3 6 . 1 8 ) F S 22 5 + 0 0 . 0 0 (1 3 9 . 1 2 ) F S 22 6 + 0 0 . 0 0 (1 4 1 . 4 3 ) F S 22 1 + 5 0 . 0 0 (1 2 6 . 9 0 ) F S 22 2 + 5 0 . 0 0 (1 3 0 . 7 9 ) F S 22 3 + 5 0 . 0 0 (1 3 4 . 6 4 ) F S 22 4 + 5 0 . 0 0 (1 3 7 . 6 5 ) F S 22 5 + 5 0 . 0 0 (1 4 0 . 3 8 ) F S 22 6 + 5 0 . 0 0 (1 4 2 . 4 3 ) F S (3.56%) (3.79%) (4.00%) (3.77%) (3.76%) (3.94%) (3.08%) (2.94%) (2.94%) (2.52%) (2.11%) (1.99%) EXIST S'LY MEDIAN PROFILE 21 5 + 4 7 . 9 1 (1 0 9 . 6 6 ) F S 21 6 + 0 0 . 0 0 (1 1 0 . 8 1 ) F S 21 7 + 0 0 . 0 0 (1 1 2 . 6 5 ) F S 21 8 + 0 0 . 0 0 (1 1 5 . 6 8 ) F S 21 9 + 0 0 . 0 0 (1 1 8 . 5 6 ) F S 22 0 + 0 0 . 0 0 (1 2 1 . 5 9 ) F S 21 5 + 5 0 . 0 0 (1 1 0 . 1 1 ) F S 21 6 + 5 0 . 0 0 (1 1 1 . 6 0 ) F S 21 7 + 5 0 . 0 0 (1 1 4 . 1 5 ) F S 21 8 + 5 0 . 0 0 (1 1 7 . 0 6 ) F S 21 9 + 5 0 . 0 0 (1 2 0 . 1 5 ) F S 22 0 + 5 0 . 0 0 (1 2 3 . 2 3 ) F S 21 3 + 7 3 . 5 4 (1 0 7 . 8 2 ) F S 21 3 + 5 0 . 0 0 (1 0 7 . 3 3 ) F S (1.71%)(21 . 2 1 % ) (1.40%)(1.59%)(2.09%) (3.01%) (3.06%) (2.76%) (2.99%) (3.19%) (2.88%) (3.28%) (3.56%) EXIST S'LY MEDIAN PROFILE MO R N I N G CA N Y O N R D MO R N I N G CA N Y O N R D 21 4 + 0 0 . 0 0 (1 0 7 . 4 8 ) F S 21 5 + 0 0 . 0 0 (1 0 8 . 2 5 ) F S 21 6 + 0 0 . 0 0 (1 0 9 . 9 0 ) F S 21 7 + 0 0 . 0 0 (1 1 2 . 0 1 ) F S 21 8 + 0 0 . 0 0 (1 1 4 . 5 5 ) F S 21 9 + 0 0 . 0 0 (1 1 7 . 4 3 ) F S 22 0 + 0 0 . 0 0 (1 2 0 . 6 1 ) F S 21 5 + 5 0 . 0 0 (1 0 8 . 9 1 ) F S 21 6 + 5 0 . 0 0 (1 1 0 . 8 2 ) F S 21 7 + 5 0 . 0 0 (1 1 3 . 1 1 ) F S 21 8 + 5 0 . 0 0 (1 1 6 . 0 3 ) F S 21 9 + 5 0 . 0 0 (1 1 8 . 9 5 ) F S 22 0 + 5 0 . 0 0 (1 2 2 . 4 4 ) F S 21 3 + 5 0 . 0 0 (1 0 6 . 5 2 ) F S (2.59%) (1.90%) (1.40%)(1.33%)(1.97%)(1.83%)(2.39%) (2.19%) (2.89%) (2.96%) (2.80%) (3.04%) (3.31%) (3.67%) (3.63%) EXIST S'LY EOP PROFILE MO R N I N G CA N Y O N R D 22 1 + 0 0 . 0 0 (1 2 4 . 2 6 ) F S 22 2 + 0 0 . 0 0 (1 2 8 . 2 6 ) F S 22 3 + 0 0 . 0 0 (1 3 2 . 2 1 ) F S 22 4 + 0 0 . 0 0 (1 3 5 . 5 6 ) F S 22 5 + 0 0 . 0 0 (1 3 8 . 2 4 ) F S 22 6 + 0 0 . 0 0 (1 4 0 . 1 7 ) F S 22 1 + 5 0 . 0 0 (1 2 6 . 2 3 ) F S 22 2 + 5 0 . 0 0 (1 3 0 . 2 5 ) F S 22 3 + 5 0 . 0 0 (1 3 3 . 9 7 ) F S 22 4 + 5 0 . 0 0 (1 3 7 . 0 1 ) F S 22 5 + 5 0 . 0 0 (1 3 8 . 9 5 ) F S 22 6 + 5 0 . 0 0 (1 4 1 . 3 5 ) F S (3.63%) (3.95%) (4.05%) (3.98%) (3.94%) (3.51%) (3.18%) (2.90%) (2.46%) (1.42%)(2.16%)(2.53%) (2.36%) EXIST S'LY EOP PROFILE RECORD DRAWINGS lhe.se R-2c.;0r d Drcwlr;g~; have b8en p r·epared b CJ5;,ed on ihB bt:sl c1voik.Jble inforrno l'icin Wll il-2- this informa tio11 is believed t o be rdicble, Ci ty of hlewpor t Beach is not re5ponc;;ible for ih occurncy, nor U~t: t:1·rors or omissi<rns wf;ich nloy or rnoy not r1ove been lr1co rpo rc1teD in to t1-1eee plc-ns . ----- -- I - I ' ' I - " I r --- (;'.) cJ I I I ----- - --'---+'~GI,, LJ I I [777 ~ --- -- I I I r ----- ------ ------- ------ --- ---- ---- -- ---. ---+--~ ((, C· ;, ~ -- COM .. ' 7 8 - - - - - -- -- --\ -- \ I I \ G G G "' \ - - - - - - - - - I I - I - - -- I I I -----;-----< -- ,- -- I I I I I I --- - -- -v---v----v---v----v---v----v---v--ss---ss----ss---ss---ss---ss- -ss----ss- ------ ------- ----- ------ I -- ---- ---- ---- --- - SCALE: - HORIZ: 1 "=40' VERT: 1"=8' -=-+-~---~J---~~__::±=!.LI==-~-~-=4~-=== -~-=~r "ro-'="'==!_==I __ :'.'i,"la c . ss t2fi-1G ---. ,- ·I G -v---=c -v--v-~ G m .... -ss--·--rs_,----ss--ss----ss---- --ssss~ - SJc.----~..,...----S-l----=,----~±-----1----&cl----~-----,-----';---~-~~===--------Iv------------ -"' "' 0 ..<:: '-' ~ C 0 "' ::, V) E C. 0 N .;,: o> '" u co 0 0 ,!. V) I m m m m " :;--::, g, f f 0.. "' C 0 L ,------------------------------------..-------------,-----,-------r---------------------------,----...... -------------,----------------------------------------1~ REVIEWED: REVIEWED· / L ~~--------------~-~~~ I m PREPARED BY: Michael Baker SUSAN E. MICHALSKI RCE 67916 BEN DAVIS RCE 82033 ~ DESIGN ENGINEER'S NAME ASSOCIATE CIVIL ENGINEER ;;-1----------------------------,-----------1 o DESIGNED: DRAWN: -1------------'S"'M'-+--------LN=--1--+----l---------------------l-----l DATE __ 0_9~/_07~/_2_1 ___ 1----------1 -g_ CHECKED: DA TE· OF / NC 09 /07 /21 NO. DA TE DESCRIPTION OF REVISIONS APPROVED SHEET --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------:r: R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 9 238+00 239+00 MA T C H L I N E S T A 2 3 9 + 5 0 SE E S H E E T S T - 0 0 8 PLAN & PROFILE 226+50 TO 239+50 40 20 40 80 120 SCALE: 1"=40' 0 C-7807-2 MA T C H L I N E S T A 2 3 9 + 5 0 SE E S H E E T S T - 0 0 8 CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT N57°40'42"W -- 1719.61' -- 2000.00' 287.17' 142.96' --5895.52'-- 08°10'37" N49°30'05"W SE E S H E E T S T - 0 0 6 MA T C H L I N E S T A 2 2 6 + 5 0 ST-007 LEGEND FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE EDGE MILL EXISTING PAVEMENT LIMITS 140 140 S E E S H E E T S T - 0 0 6 M A T C H L I N E S T A 2 2 6 + 5 0 140 140 140 140 140 140 CONSTRUCTION NOTES PROTECT IN PLACE ADJUST MANHOLE TO GRADE EDGE MILL VARIABLE DEPTH PLACE 2" ARHM FINISHED COURSE COLD MILL 2 1/2" AC PAVEMENT PLACE 1" MIN AC LEVELING COURSE, 1 1/2" THICK ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 3 1/2" AC BASE COURSE 1 11 16 25 28 29 31 EXISTING BRICK PAVERS 22 7 + 0 0 . 0 0 (1 4 2 . 7 5 ) F S 22 7 + 5 0 . 0 0 (1 4 3 . 4 2 ) F S 22 9 + 0 0 . 0 0 (1 4 4 . 4 7 ) F S 23 0 + 0 0 . 0 0 (1 4 4 . 8 0 ) F S 23 1 + 0 0 . 0 0 (1 4 5 . 4 1 ) F S 23 2 + 0 0 . 0 0 (1 4 5 . 3 8 ) F S 23 3 + 0 0 . 0 0 (1 4 5 . 1 2 ) F S 23 4 + 0 0 . 0 0 (1 4 4 . 3 4 ) F S 23 5 + 0 0 . 0 0 (1 4 3 . 0 8 ) F S 23 6 + 0 0 . 0 0 (1 4 0 . 9 7 ) F S 23 7 + 0 0 . 0 0 (1 3 9 . 4 6 ) F S 23 8 + 0 0 . 0 0 (1 3 8 . 2 7 ) F S 23 9 + 0 0 . 0 0 (1 3 7 . 1 7 ) F S 22 9 + 5 0 . 0 0 (1 4 4 . 6 4 ) F S 23 0 + 5 0 . 0 0 (1 4 5 . 1 7 ) F S 23 1 + 5 0 . 0 0 (1 4 5 . 5 3 ) F S 23 2 + 5 0 . 0 0 (1 4 5 . 2 8 ) F S 23 3 + 5 0 . 0 0 (1 4 4 . 7 9 ) F S 23 4 + 5 0 . 0 0 (1 4 3 . 9 0 ) F S 23 5 + 5 0 . 0 0 (1 4 1 . 9 4 ) F S 23 6 + 5 0 . 0 0 (1 4 0 . 1 6 ) F S 23 7 + 5 0 . 0 0 (1 3 8 . 8 8 ) F S 23 8 + 5 0 . 0 0 (1 3 7 . 6 2 ) F S 23 9 + 5 0 . 0 0 (1 3 6 . 6 2 ) F S 22 7 + 5 9 . 1 0 E C R (1 4 3 . 5 4 ) F S 22 8 + 7 7 . 4 8 B C R (1 4 4 . 7 2 ) F S (1 4 5 . 1 7 ) (1 4 4 . 9 6 ) (1 4 5 . 5 2 ) EC ( 1 4 4 . 7 2 ) BC ( 1 4 6 . 1 5 ) IDENTICAL POINT 44.72' /4=11.18'Δ (1 4 4 . 5 5 ) (1 4 3 . 9 6 ) (1 4 5 . 2 1 ) BC ( 1 4 3 . 5 4 ) EC ( 1 4 5 . 9 3 ) 46.55' /4=11.64'Δ IDENTICAL POINT 22 6 + 5 0 . 0 0 (1 4 1 . 7 5 ) F S (2.00%)(1.34%) (1.25%) (-1.08%) (0.33%)(0.32%)(0.75%)(0.48%)(0.23%)(-0.29%)(-0.21%)(-0.30%)(-0.66%)(-0.90%)(-0.89%)(-1.63%) (-2.28%) (-1.95%) (-1.62%)(-1.39%)(-1.17%)(-1.23%)(-1.30%)(-0.89%)(-1.11%) EXIST N'LY EOP PROFILE EXIST N'LY EOP PROFILE CA M E O HI G H L A N D S D R CA M E O HI G H L A N D S D R 22 7 + 0 0 . 0 0 (1 4 3 . 2 0 ) F S 22 7 + 5 0 . 0 0 (1 4 3 . 9 1 ) F S 22 8 + 6 9 . 3 6 (1 4 5 . 3 5 ) F S 22 9 + 0 0 . 0 0 (1 4 5 . 5 0 ) F S 23 0 + 0 0 . 0 0 (1 4 5 . 5 1 ) F S 23 1 + 0 0 . 0 0 (1 4 5 . 1 7 ) F S 23 2 + 0 0 . 0 0 (1 4 4 . 7 2 ) F S 23 3 + 0 0 . 0 0 (1 4 3 . 8 6 ) F S 23 4 + 0 0 . 0 0 (1 4 3 . 0 5 ) F S 23 5 + 0 0 . 0 0 (1 4 1 . 7 5 ) F S 23 6 + 0 0 . 0 0 (1 4 0 . 6 4 ) F S 23 7 + 0 0 . 0 0 (1 3 9 . 5 5 ) F S 23 8 + 0 0 . 0 0 (1 3 8 . 5 4 ) F S 22 9 + 5 0 . 0 0 (1 4 5 . 6 2 ) F S 23 0 + 5 0 . 0 0 (1 4 5 . 3 8 ) F S 23 1 + 5 0 . 0 0 (1 4 5 . 0 8 ) F S 23 2 + 5 0 . 0 0 (1 4 4 . 3 1 ) F S 23 3 + 5 0 . 0 0 (1 4 3 . 4 8 ) F S 23 4 + 5 0 . 0 0 (1 4 2 . 5 4 ) F S 23 5 + 5 0 . 0 0 (1 4 1 . 1 6 ) F S 23 6 + 5 0 . 0 0 (1 4 0 . 1 4 ) F S 23 7 + 5 0 . 0 0 (1 3 9 . 0 5 ) F S 22 6 + 5 0 . 0 0 (1 4 2 . 3 9 ) F S 22 7 + 6 6 . 8 9 (1 4 4 . 2 4 ) F S 23 8 + 0 8 . 8 8 (1 3 8 . 3 8 ) F S (1.61%)(1.42%) (2.20%) (0.50%)(0.23%)(-0.21%)(-0.27%)(-0.43%)(-0.17%)(-0.72%)(-0.81%)(-0.91%)(-0.76%)(-0.87%)(-1.02%)(-1.56%)(-1.19%)(-1.04%)(-1.00%)(-1.19%)(-0.99%)(-1.01%) (-1.95%)EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE EXIST N'LY MEDIAN PROFILE 22 7 + 0 0 . 0 0 (1 4 3 . 1 9 ) F S 22 7 + 5 0 . 0 0 (1 4 3 . 9 8 ) F S 22 8 + 6 9 . 3 6 (1 4 5 . 3 5 ) F S 22 9 + 0 0 . 0 0 (1 4 5 . 2 2 ) F S 23 0 + 0 0 . 0 0 (1 4 5 . 2 9 ) F S 23 1 + 0 0 . 0 0 (1 4 4 . 9 0 ) F S 23 2 + 0 0 . 0 0 (1 4 4 . 2 3 ) F S 23 3 + 0 0 . 0 0 (1 4 3 . 2 9 ) F S 23 4 + 0 0 . 0 0 (1 4 2 . 4 4 ) F S 23 5 + 0 0 . 0 0 (1 4 1 . 3 8 ) F S 23 6 + 0 0 . 0 0 (1 4 0 . 3 7 ) F S 23 7 + 0 0 . 0 0 (1 3 9 . 6 2 ) F S 23 8 + 0 0 . 0 0 (1 3 8 . 3 1 ) F S 22 9 + 5 0 . 0 0 (1 4 5 . 3 1 ) F S 23 0 + 5 0 . 0 0 (1 4 5 . 1 7 ) F S 23 1 + 5 0 . 0 0 (1 4 4 . 5 5 ) F S 23 2 + 5 0 . 0 0 (1 4 3 . 7 7 ) F S 23 3 + 5 0 . 0 0 (1 4 2 . 8 0 ) F S 23 4 + 5 0 . 0 0 (1 4 1 . 9 5 ) F S 23 5 + 5 0 . 0 0 (1 4 0 . 8 6 ) F S 23 6 + 5 0 . 0 0 (1 4 0 . 0 1 ) F S 23 7 + 5 0 . 0 0 (1 3 9 . 0 8 ) F S 22 7 + 6 6 . 8 9 (1 4 4 . 2 4 ) F S 23 8 + 0 8 . 8 8 (1 3 8 . 3 8 ) F S 22 6 + 5 0 . 0 0 (1 4 2 . 4 3 ) F S (1.52%)(1.58%) (1.56%) (-0.43%)(0.19%)(-0.04%)(-0.25%)(-0.54%)(-0.70%)(-0.64%)(-0.91%)(-0.97%)(-0.97%)(-0.72%)(-0.98%)(-1.15%)(-1.04%)(-0.99%)(-0.73%)(-0.78%)(-1.06%)(-1.55%) (0.81%) EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE EXIST S'LY MEDIAN PROFILE 22 7 + 0 0 . 0 0 (1 4 2 . 3 7 ) F S 22 7 + 5 0 . 0 0 (1 4 3 . 0 6 ) F S 22 9 + 0 0 . 0 0 (1 4 4 . 5 0 ) F S 23 0 + 0 0 . 0 0 (1 4 4 . 4 2 ) F S 23 1 + 0 0 . 0 0 (1 4 3 . 9 3 ) F S 23 2 + 0 0 . 0 0 (1 4 2 . 8 0 ) F S 23 3 + 0 0 . 0 0 (1 4 1 . 9 9 ) F S 23 4 + 0 0 . 0 0 (1 4 1 . 1 0 ) F S 23 5 + 0 0 . 0 0 (1 4 0 . 3 0 ) F S 23 6 + 0 0 . 0 0 (1 3 9 . 4 1 ) F S 23 7 + 0 0 . 0 0 (1 3 8 . 5 0 ) F S 23 8 + 0 0 . 0 0 (1 3 7 . 5 5 ) F S 23 9 + 0 0 . 0 0 (1 3 6 . 7 1 ) F S 22 9 + 5 0 . 0 0 (1 4 4 . 6 2 ) F S 23 0 + 5 0 . 0 0 (1 4 4 . 1 1 ) F S 23 1 + 5 0 . 0 0 (1 4 3 . 1 8 ) F S 23 2 + 5 0 . 0 0 (1 4 2 . 3 7 ) F S 23 3 + 5 0 . 0 0 (1 4 1 . 5 7 ) F S 23 4 + 5 0 . 0 0 (1 4 0 . 7 7 ) F S 23 5 + 5 0 . 0 0 (1 3 9 . 8 5 ) F S 23 6 + 5 0 . 0 0 (1 3 8 . 9 6 ) F S 23 7 + 5 0 . 0 0 (1 3 8 . 0 3 ) F S 23 8 + 5 0 . 0 0 (1 3 7 . 1 6 ) F S 23 9 + 5 0 . 0 0 (1 3 6 . 2 5 ) F S 22 7 + 6 5 . 3 7 B C R (1 4 2 . 9 9 ) F S 22 8 + 8 1 . 5 0 E C R (1 4 4 . 4 3 ) F S (1 4 2 . 6 2 ) (1 4 2 . 4 5 ) (1 4 2 . 7 7 ) BC ( 1 4 2 . 9 3 ) EC ( 1 4 2 . 3 2 ) 33.33' /4=8.33' IDENTICAL POINT Δ (1 4 3 . 9 0 ) (1 4 4 . 2 0 ) (1 4 3 . 3 4 ) EC ( 1 4 4 . 4 3 ) BC ( 1 4 2 . 9 0 ) 47.78' /4=11.95' IDENTICAL POINT Δ 22 6 + 5 0 . 0 0 (1 4 1 . 3 5 ) F S (2.04%)(1.37%) (-0.45%) (0.37%) (0.23%)(-0.40%)(-0.60%)(-0.37%)(-1.51%)(-0.75%)(-0.86%)(-0.76%)(-0.84%)(-0.94%)(-0.66%)(-0.94%)(-0.89%)(-0.88%)(-0.89%)(-0.94%)(-0.93%)(-0.96%)(-0.78%)(-0.91%)(-0.92%) EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE CA M E O HI G H L A N D S D R CA M E O HI G H L A N D S D R 23 9 + 0 0 . 0 0 13 7 . 9 1 F S 23 8 + 5 0 . 0 0 13 8 . 3 5 F S 23 9 + 5 0 . 0 0 13 7 . 4 2 F S 23 8 + 0 8 . 9 0 (1 3 8 . 4 5 ) F S JO I N E X I S T (-1.71%) -0.23%-0.87%-0.99% EXIST CL PROFILE PROP CL PROFILE 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 EXIST R/W LCL EXIST R/W EXIST R/W EXIST R/W LCL 27" WATER MAIN (LBCWD) 1 27" WATER MAIN (LBCWD) 1 18" WATER MAIN 8" WATER MAIN 1 STORM DRAIN MH11 AT&T CONDUIT 1 24" SEWER (OCSD) 1 TRAFFIC SIGNAL FO LINE 1 95' x 6' x 6" 14' x 12' x 6" 89' x 9' x 6"31 31 31 31 707' x 13' x 6" 28 29 28 29 2928 162829 25 16" GAS LINE 1 4" GAS LINE 1 CROWN CASTLE FIBER 1 1 SCE MH 11 SEWER MH (OCSD) 11 AT&T MH (BY OTHERS) DRAINAGE INLET 1 DRAINAGE INLET118" STORM DRAIN 1 1 STORM DRAIN MH 1 DRAINAGE INLET DRAINAGE INLET 1 SEWER MH (OCSD)11 11 EOP EOP TC MEDIANEOP EAST COAST HIGHWAY EXISTING PAVERS AND PREFORMED TRAFFIC LOOPS BENEATH. DAMAGE TO PAVERS OR LOOPS SHALL BE REPLACED IN KIND BY THE CONTRACTOR EXISTING PAVERS AND PREFORMED TRAFFIC LOOPS BENEATH. DAMAGE TO PAVERS OR LOOPS SHALL BE REPLACED IN KIND BY THE CONTRACTOR EXISTING PCC PAVEMENT EXISTING PCC PAVEMENT C A M E O H I G H L A N D S D R I V E C A M E O S H O R E S R O A D - \ I I I -- - -- ----(/) \- \ I I I \ I I ' ---------' LJ - - I _,,y,r-' 0 - - \ I I \ \ -- ------ ------ \ ~- I ----- I I \ I ---l- -- -- ---- ---- ----- ---- ------- \ I I I I _1---- - -- I A --x-- N - ---- '<I-- -- --- --- -·x·-+-- -- ------- --><-->< =----roM-= ] I I I ----------{ -----------I RECORD DRAWINGS rf:t:.s-e R,;;:c,;:;rd D,·owir,g~; hq \1e be2en pt·ei:,ar,;;d b1Js12d on i h;;; bi2s t ,::ivaiioble inforrnc tion Wll il-2 l hi;;:: info rrnol ior1 is b c:lic;:v~d t ~) b~ r~lioblE::::, City o f hJ,;;wp0 1t Beoch i::,: not re~pon::;;10:~ fo r-i~:::: occt.n-acy, no1· Ut t; t:n ors or om!ssi0n;;; which nloy or· rna,f not t-1av-e been lr1corpo rot ed into tl·1es-e plor,:;;;, ----- ----- --IX->< ~ ------ I I I I I I I ----- -- SCALE: HORIZ: 1 "=40' VERT: 1"=8' ~ l_ --© ----------- ===A --------- --------- ------------------ -"- "' " ..c: (.) :a; C: 0 "' ::, (/) E " ... I!) a, o> '" "O r-: 0 0 ,!_ (/) I a, a, a, a, " :;--::, g, f f 0.. "' C: " L .------------------------------------..-------------.-----,-------r---------------------------,----...... -------------,----------------------------------------1~ REVIEWED: REVIEWED· / L ~~--------------~-~~~ I a, PREPARED BY: Michael Baker SUSAN E. MICHALSKI RCE 67916 BEN DAVIS RCE 82033 ~ DESIGN ENGINEER'S NAME ASSOCIATE CIVIL ENGINEER ;;-1------------------------------,------------1" DESIGNED: DRAWN: -1------------'S"'M'-+--------LN=--1--+----J-----------------------I-----I DATE __ 0_9~/_07~/_2_1 ___ 1-----------1 -g_ CHECKED: DA TE· OF / NC 09 /07 /21 NO. DA TE DESCRIPTION OF REVISIONS APPROVED SHEET --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------:r: R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION PE L I C A N PO I N T D R 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 CONSTRUCTION NOTES PROTECT IN PLACE ADJUST MANHOLE TO GRADE EDGE MILL VARIABLE DEPTH PLACE 2" ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 2" ARHM FINISHED COURSE OVER 4" AC BASE COURSE 1 11 16 25 32 40 20 40 80 120 SCALE: 1"=40' 0 10 251+00 252+00 239+50 TO 252+50 PLAN & PROFILE MA T C H L I N E S T A 2 5 2 + 5 0 SE E S H E E T S T - 0 0 9 SE E S H E E T S T - 0 0 7 MA T C H L I N E S T A 2 3 9 + 5 0 C-7807-2 SE E S H E E T S T - 0 0 7 MA T C H L I N E S T A 2 3 9 + 5 0 MA T C H L I N E S T A 2 5 2 + 5 0 SE E S H E E T S T - 0 0 9 CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT N49°30'05"W -- 5896.52 -- ST-008 LEGEND FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE EDGE MILL EXISTING PAVEMENT LIMITS 130 130 130 120 120 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 EAST COAST HIGHWAY EX R/W PE L I C A N PO I N T D R EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W LCL LCL 27" WATER MAIN (LBCWD) 1 AT&T MH (BY OTHERS)11 21" SEWER (OCSD) 1 AT&T CONDUIT 1 40' x 12' x 6"25 3216 16" GAS LINE 1 4" GAS LINE 1 2" GAS LINE 1 AT&T 1 DRAINAGE INLET 1 DRAINAGE INLET 1 AT&T MH(BY OTHERS)11 EOP TC EOP TC TRAFFIC LOOPS 1 EOPTC EOPTC 24 0 + 0 0 . 0 0 (1 3 6 . 1 2 ) F S 24 1 + 0 0 . 0 0 (1 3 5 . 6 6 ) F S 24 0 + 5 0 . 0 0 (1 3 6 . 1 0 ) F S 24 3 + 0 0 . 0 0 (1 3 3 . 8 2 ) F S 24 4 + 0 0 . 0 0 (1 3 3 . 6 0 ) F S 24 5 + 0 0 . 0 0 (1 3 3 . 4 6 ) F S 24 6 + 0 0 . 0 0 (1 3 3 . 2 5 ) F S 24 7 + 0 0 . 0 0 (1 3 2 . 9 6 ) F S 24 8 + 0 0 . 0 0 (1 3 2 . 6 7 ) F S 24 9 + 0 0 . 0 0 (1 3 2 . 3 8 ) F S 25 0 + 0 0 . 0 0 (1 3 2 . 1 0 ) F S 25 1 + 0 0 . 0 0 (1 3 1 . 6 6 ) F S 25 2 + 0 0 . 0 0 (1 3 0 . 8 0 ) F S 24 2 + 5 0 . 0 0 (1 3 3 . 9 9 ) F S 24 3 + 5 0 . 0 0 (1 3 3 . 5 9 ) F S 24 4 + 5 0 . 0 0 (1 3 3 . 4 3 ) F S 24 5 + 5 0 . 0 0 (1 3 3 . 3 7 ) F S 24 6 + 5 0 . 0 0 (1 3 3 . 0 9 ) F S 24 7 + 5 0 . 0 0 (1 3 2 . 8 0 ) F S 24 8 + 5 0 . 0 0 (1 3 2 . 5 3 ) F S 24 9 + 5 0 . 0 0 (1 3 2 . 2 1 ) F S 25 0 + 5 0 . 0 0 (1 3 1 . 9 7 ) F S 25 1 + 5 0 . 0 0 (1 3 1 . 3 0 ) F S 24 1 + 4 2 . 5 6 E C R (1 3 5 . 2 1 ) F S 24 2 + 4 8 . 3 7 B C R (1 3 3 . 9 9 ) F S (1 3 5 . 3 2 ) (1 3 5 . 6 3 ) (1 3 5 . 0 2 ) BC ( 1 3 4 . 9 8 ) EC ( 1 3 5 . 9 5 ) 44.11' /4=11.03'Δ IDENTICAL POINT (1 3 4 . 3 6 ) (1 3 4 . 1 3 ) (1 3 4 . 7 9 ) EC ( 1 3 3 . 9 9 ) BC ( 1 3 4 . 9 8 ) 55.9' /4=13.98'Δ IDENTICAL POINT 23 9 + 5 0 . 0 0 (1 3 6 . 6 2 ) F S 25 2 + 5 0 . 0 0 (1 3 0 . 0 8 ) F S (-0.99%)(-0.05%)(-0.88%)(-1.05%) (-0.18%) (-0.33%)(-0.46%)(0.01%)(-0.34%)(0.07%)(-0.18%)(-0.25%)(-0.30%)(-0.26%)(-0.33%)(-0.26%)(-0.27%)(-0.30%)(-0.35%)(-0.21%)(-0.26%)(-0.64%)(-0.70%)(-1.01%)(-1.44%)EXIST N'LY EOP PROFILE EXIST N'LY EOP PROFILE EXIST N'LY EOP PROFILE PE L I C A N PO I N T D R 24 0 + 0 0 . 0 0 13 6 . 8 6 F S 24 1 + 0 0 . 0 0 13 5 . 1 1 F S 24 2 + 0 0 . 0 0 13 5 . 4 4 F S 24 3 + 0 0 . 0 0 13 4 . 9 4 F S 24 4 + 0 0 . 0 0 13 4 . 7 5 F S 24 5 + 0 0 . 0 0 13 4 . 4 2 F S 24 6 + 0 0 . 0 0 13 4 . 1 2 F S 24 7 + 0 0 . 0 0 13 3 . 7 7 F S 24 8 + 0 0 . 0 0 13 3 . 4 4 F S 24 9 + 0 0 . 0 0 13 3 . 0 5 F S 25 0 + 0 0 . 0 0 13 2 . 7 8 F S 25 1 + 0 0 . 0 0 13 1 . 9 5 F S 25 2 + 0 0 . 0 0 13 0 . 2 5 F S 24 0 + 5 0 . 0 0 13 6 . 4 0 F S 24 1 + 5 0 . 0 0 13 5 . 7 2 F S 24 2 + 5 0 . 0 0 13 5 . 1 9 F S 24 3 + 5 0 . 0 0 13 4 . 8 2 F S 24 4 + 5 0 . 0 0 13 4 . 6 0 F S 24 5 + 5 0 . 0 0 13 4 . 1 9 F S 24 6 + 5 0 . 0 0 13 3 . 9 1 F S 24 7 + 5 0 . 0 0 13 3 . 5 7 F S 24 8 + 5 0 . 0 0 13 3 . 2 5 F S 24 9 + 5 0 . 0 0 13 2 . 8 8 F S 25 0 + 5 0 . 0 0 13 2 . 4 8 F S 25 1 + 5 0 . 0 0 13 1 . 1 3 F S 25 2 + 5 0 . 0 0 12 9 . 3 1 F S 23 9 + 5 0 . 0 0 13 7 . 4 2 F S -1.12%-0.90%-0.59%-0.77%-0.57%-0.50%-0.49%-0.24%-0.15%-0.29%-0.36%-0.46%-0.15%-0.41%-0.28%-0.41%-0.26%-0.37%-0.41%-0.35%-0.19%-0.60%-1.07%-1.63%-1.77% -1.87% EXIST CL PROFILE EXIST CL PROFILE PE L I C A N PO I N T D R PROP CL PROFILE 24 0 + 0 0 . 0 0 (1 3 5 . 7 7 ) F S 24 1 + 0 0 . 0 0 (1 3 4 . 8 1 ) F S 24 0 + 5 0 . 0 0 (1 3 5 . 1 8 ) F S 24 3 + 0 0 . 0 0 (1 3 4 . 0 7 ) F S 24 4 + 0 0 . 0 0 (1 3 3 . 5 6 ) F S 24 5 + 0 0 . 0 0 (1 3 3 . 3 1 ) F S 24 6 + 0 0 . 0 0 (1 3 2 . 9 2 ) F S 24 7 + 0 0 . 0 0 (1 3 2 . 5 9 ) F S 24 8 + 0 0 . 0 0 (1 3 2 . 2 6 ) F S 24 9 + 0 0 . 0 0 (1 3 1 . 9 6 ) F S 25 0 + 0 0 . 0 0 (1 3 1 . 6 5 ) F S 25 1 + 0 0 . 0 0 (1 3 0 . 7 3 ) F S 25 2 + 0 0 . 0 0 (1 2 9 . 0 9 ) F S 24 2 + 5 0 . 0 0 (1 3 4 . 1 8 ) F S 24 3 + 5 0 . 0 0 (1 3 3 . 9 1 ) F S 24 4 + 5 0 . 0 0 (1 3 3 . 4 1 ) F S 24 5 + 5 0 . 0 0 (1 3 3 . 0 6 ) F S 24 6 + 5 0 . 0 0 (1 3 2 . 7 5 ) F S 24 7 + 5 0 . 0 0 (1 3 2 . 4 8 ) F S 24 8 + 5 0 . 0 0 (1 3 2 . 1 5 ) F S 24 9 + 5 0 . 0 0 (1 3 1 . 9 0 ) F S 25 0 + 5 0 . 0 0 (1 3 1 . 3 0 ) F S 25 1 + 5 0 . 0 0 (1 2 9 . 9 9 ) F S 25 2 + 5 0 . 0 0 (1 2 8 . 0 6 ) F S 24 1 + 2 9 . 6 3 B C R (1 3 4 . 5 6 ) F S 24 2 + 2 5 . 7 5 E C R (1 3 3 . 8 9 ) F S (1 3 4 . 2 9 ) (1 3 3 . 8 9 ) (1 3 4 . 4 6 ) BC ( 1 3 4 . 5 6 ) EC ( 1 3 3 . 4 4 ) (1 3 3 . 6 8 ) (1 3 3 . 8 1 ) (1 3 3 . 4 8 ) EC ( 1 3 3 . 8 9 ) BC ( 1 3 3 . 2 8 ) 24.92' /4=6.23'Δ IDENTICAL POINT IDENTICAL POINT 42.89' /4=10.72Δ 23 9 + 5 0 . 0 0 (1 3 6 . 2 5 ) F S (-0.96%)(-1.18%)(-0.74%)(-0.85%)(1.17%)(-0.22%)(-0.31%)(-0.70%)(-0.30%)(-0.21%)(-0.49%)(-0.27%)(-0.34%)(-0.32%)(-0.23%)(-0.44%)(-0.22%)(-0.37%)(-0.13%)(-0.51%)(-0.69%)(-1.14%)(-1.49%)(-1.80%)(-2.06%) EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE PE L I C A N PO I N T D R "' l[) G ,5 -G--.s:_G_ G - □ I -w□J---_WDJ-----.=c -W □J-7 --- ------ ~ -~~~~~:::~ --~ -"' -'='-------r---~--+---------✓ ~ ~ □ □ -----------i ts -,-/------,'- -m/\----_ -//·/./"• ·.,. -W □J- G; 6 / ~ -i G,, 4-/--l G M ff ]' St ,., CEIM =-W□J-_-W □J- <.. ,:""'7:--c·-c-~.---· ··._, 6 ---- SCALE: J JS / HORIZ: 1 "=40' VERT: 1"=8' -"' "' 0 --<= '-' ~ C 0 "' ::, V) E "-0 I') .;,: o> '" -0 o:i 0 0 ,!_ V) I a, a, a, a, " :;- -::, g, f f 0.. "' C 0 L ,------------------------------------..-------------,-----,-------r---------------------------,----...... -------------,----------------------------------------1~ REVIEWED: REVIEWED· / RECORD DRAWINGS Th~:s<;; R,;;:ccrd Drowln g ~i h.::ve be-en prq: .. are d b<.J.;;cd on {he bed c:1vo ilCJble inforrno tk,n. WJi il ~ this information i:s bi:::liE:ved to b,;;; relmble, City of I\Jewpvrt Beach i::. net r~sponsiblc;: for i-t:::: occ1.ffacy, nor th,;: t:nors or omissions wr!lch nloy or· rr1a/ not lr1ave been lr1corpo r\1te-d into theee pk:1ns. PREPARED BY: Michael Baker L ~~--------------~-~~~ I a, SUSAN E. MICHALSKI RCE 67916 BEN DAVIS RCE 82033 ~ DESIGN ENGINEER'S NAME ASSOCIATE CIVIL ENGINEER ;;-1----------------------------,-----------1 o DESIGNED: DRAWN: -1-------------'S"'M'-+--------LN=--1--+----l----------------------l----l DATE __ 0_9~/_07~/_2_1 ___ 1----------1 -g_ CHECKED: DA TE· OF / NC 09 /07 /21 NO. DA TE DESCRIPTION OF REVISIONS APPROVED SHEET --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------:r: R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 CONSTRUCTION NOTES PROTECT IN PLACE ADJUST MANHOLE TO GRADE EDGE MILL VARIABLE DEPTH PLACE 2" ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 2" ARHM FINISHED COURSE OVER 4" AC BASE COURSE 1 11 16 25 32 40 20 40 80 120 SCALE: 1"=40 0 11 252+50 TO 262+00 PLAN & PROFILE SE E S H E E T S T - 0 0 8 MA T C H L I N E S T A 2 5 2 + 5 0 C-7807-2 SE E S H E E T S T - 0 0 8 MA T C H L I N E S T A 2 5 2 + 5 0 CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT N49°30'05"W -- 5896.52 -- MA T C H L I N E S T A 2 6 2 + 0 0 SE E S H E E T S T - 0 1 0 MA T C H L I N E S T A 2 6 2 + 0 0 SE E S H E E T S T - 0 1 0 ST-009 LEGEND FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE EDGE MILL EXISTING PAVEMENT LIMITS 120 120 120120 120 120 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 EXIST R/W EXIST R/W EXIST R/W 27" WATER MAIN (LBCWD) 1 21" SEWER OCSD 1 AT&T CONDUIT 1 31' x 6' x 6" 93' x 6' x 6" MH (LBCWD)1 32 32 25 16 16 4" GAS LINE 1 CROWN CASTLE FIBER 1 MH AT&T (BY OTHERS) 11 DRAINAGE INLET 1 MH AT&T (BY OTHERS) 11DRAINAGE INLET 1 DRAINAGE INLET 1DRAINAGE INLET 1DRAINAGE INLET 1 EOP EOP TC EAST COAST HIGHWAY TC 25 3 + 0 0 . 0 0 (1 2 9 . 2 9 ) F S 25 4 + 0 0 . 0 0 (1 2 7 . 2 7 ) F S 25 5 + 0 0 . 0 0 (1 2 5 . 7 5 ) F S 25 6 + 0 0 . 0 0 (1 2 4 . 7 0 ) F S 25 7 + 0 0 . 0 0 (1 2 4 . 2 2 ) F S 25 8 + 0 0 . 0 0 (1 2 4 . 3 3 ) F S 25 9 + 0 0 . 0 0 (1 2 5 . 0 1 ) F S 26 0 + 0 0 . 0 0 (1 2 6 . 2 7 ) F S 26 1 + 0 0 . 0 0 (1 2 7 . 8 7 ) F S 26 2 + 0 0 . 0 0 (1 2 9 . 2 5 ) F S 25 3 + 5 0 . 0 0 (1 2 8 . 2 8 ) F S 25 4 + 5 0 . 0 0 (1 2 6 . 3 5 ) F S 25 5 + 5 0 . 0 0 (1 2 5 . 1 0 ) F S 25 6 + 5 0 . 0 0 (1 2 4 . 3 3 ) F S 25 7 + 5 0 . 0 0 (1 2 4 . 3 4 ) F S 25 8 + 5 0 . 0 0 (1 2 4 . 5 8 ) F S 25 9 + 5 0 . 0 0 (1 2 5 . 6 0 ) F S 26 0 + 5 0 . 0 0 (1 2 7 . 0 9 ) F S 26 1 + 5 0 . 0 0 (1 2 8 . 5 9 ) F S 25 2 + 5 0 . 0 0 (1 3 0 . 0 8 ) F S (-1.59%) (-2.02%) (-2.01%) (-1.84%)(-1.21%)(-1.30%)(-0.79%)(-0.75%)(-0.21%)(0.24%)(-0.02%)(0.49%)(0.88%)(1.17%)(1.34%)(1.63%)(1.57%)(1.45%)(1.32%) EXIST N'LY EOP PROFILE EXIST N'LY EOP PROFILE 25 3 + 0 0 . 0 0 12 8 . 3 2 F S 25 4 + 0 0 . 0 0 12 6 . 5 9 F S 25 5 + 0 0 . 0 0 12 5 . 6 9 F S 25 6 + 0 0 . 0 0 12 5 . 3 6 F S 25 7 + 0 0 . 0 0 12 5 . 3 8 F S 25 8 + 0 0 . 0 0 12 6 . 0 3 F S 25 9 + 0 0 . 0 0 12 7 . 2 8 F S 26 0 + 0 0 . 0 0 12 8 . 6 7 F S 26 1 + 0 0 . 0 0 12 9 . 9 2 F S 26 2 + 0 0 . 0 0 13 1 . 1 8 F S 25 3 + 5 0 . 0 0 12 7 . 4 1 F S 25 4 + 5 0 . 0 0 12 5 . 9 4 F S 25 5 + 5 0 . 0 0 12 5 . 5 0 F S 25 6 + 5 0 . 0 0 12 5 . 2 9 F S 25 7 + 5 0 . 0 0 12 5 . 5 3 F S 25 8 + 5 0 . 0 0 12 6 . 6 2 F S 25 9 + 5 0 . 0 0 12 8 . 0 0 F S 26 0 + 5 0 . 0 0 12 9 . 3 2 F S 26 1 + 5 0 . 0 0 13 0 . 5 5 F S 25 2 + 5 0 . 0 0 12 9 . 3 1 F S -1.99% -1.82%-1.63%-1.31%-0.50%-0.37%-0.29%-0.13%0.17%0.31%0.99%1.20%1.32%1.43%1.34%1.31%1.20%1.26%1.27% EXIST CL PROFILE EXIST CL PROFILE PROP CL PROFILE PROP CL PROFILE 25 3 + 0 0 . 0 0 (1 2 7 . 1 1 ) F S 25 4 + 0 0 . 0 0 (1 2 5 . 5 9 ) F S 25 5 + 0 0 . 0 0 (1 2 4 . 4 7 ) F S 25 6 + 0 0 . 0 0 (1 2 4 . 1 6 ) F S 25 7 + 0 0 . 0 0 (1 2 4 . 1 7 ) F S 25 8 + 0 0 . 0 0 (1 2 4 . 8 1 ) F S 25 9 + 0 0 . 0 0 (1 2 6 . 1 1 ) F S 26 0 + 0 0 . 0 0 (1 2 7 . 7 1 ) F S 26 1 + 0 0 . 0 0 (1 2 9 . 1 7 ) F S 26 2 + 0 0 . 0 0 (1 3 0 . 1 2 ) F S 25 3 + 5 0 . 0 0 (1 2 6 . 3 2 ) F S 25 4 + 5 0 . 0 0 (1 2 5 . 0 6 ) F S 25 5 + 5 0 . 0 0 (1 2 4 . 2 4 ) F S 25 6 + 5 0 . 0 0 (1 2 4 . 2 8 ) F S 25 7 + 5 0 . 0 0 (1 2 4 . 3 8 ) F S 25 8 + 5 0 . 0 0 (1 2 5 . 2 9 ) F S 25 9 + 5 0 . 0 0 (1 2 6 . 8 7 ) F S 26 0 + 5 0 . 0 0 (1 2 8 . 4 7 ) F S 26 1 + 5 0 . 0 0 (1 2 9 . 6 2 ) F S 25 2 + 5 0 . 0 0 (1 2 8 . 0 6 ) F S (-1.91%)(-1.58%)(-1.45%)(-1.07%)(-1.18%)(-0.45%)(-0.17%)(0.24%)(-0.23%)(0.42%)(0.86%)(0.96%)(1.64%)(1.53%)(1.68%)(1.52%)(1.39%)(0.90%)(1.00%) EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE ---- ;cc ' I . ----------(0 RECORD DRAWINGS ~ ~ ~ ~ □ . " Th€~s-e Ro;:;:cor c.J Dr·:::rwlr,g::; have be-en pI·epur,;,>d bi.;,i;;:ed en t h~ bf.'s t c;1voik.1ble :n forrnation 1N11iltt this informa tion is beli<;;ved t o be ndioble, Cit y of I\J,;;wpor t Beach is net responsibl<:;: for i~:s occut-acy, nor tl:t: tlTors or omtssf0ns which mvy or ma,t not 1-1ov€ been lr1cor-porc1ted into these pl-or:s. -- COM G 'Gf-/ i -f-G-+ --,' --+ J_/ PREPARED BY: Michael Baker ,:.= .. , ___ i """7"""------+- COM COM REVIEWED: SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: =- COM .COM cmF cr:JM COM t---+-----+------------------+-------l"~ik BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER r::-:=:=::--'S=M+.:-:--::::----=LN"-f---+-------l---------------------l-------l DATE __ Oc..c9.,_/0'-7.,_/2c...1 __ _ CHECKED: NC DA TE09 /07 /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED SCALE: HORIZ: 1 "=40' VERT: 1"=8' II "'-<J) D ..c (.) :a; C D <J) :, if) E Q_ -I') .;,: -N '-. 0 ~ 0, 0 o> '" 'D 0, 0 0 I f-if) I 0, 0, 0, 0, ,-.. -/ -:, g, D _J / > 0 / "" 0. <J) C D L f-/ 0 0 -0: ;3--0, 0, 0, 0, ,-.. / D -D 'D Q_ SHEET OF / :r: R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 262+00 263+00 264+00 265+00 266+00 267+00 CONSTRUCTION NOTES PROTECT IN PLACE ADJUST MANHOLE TO GRADE EDGE MILL VARIABLE DEPTH PLACE 2" ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 2" ARHM FINISHED COURSE OVER 4" AC BASE COURSE 1 11 16 25 32 40 20 40 80 120 SCALE: 1"=40 0 12 262+00 TO 266+46.69 PLAN & PROFILE SE E S H E E T S T - 0 0 9 MA T C H L I N E S T A 2 6 2 + 0 0 C-7807-2 SE E S H E E T S T - 0 0 9 MA T C H L I N E S T A 2 6 2 + 0 0 CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT N49°30'05"W -- 5896.52 -- ST-010 LEGEND FULL DEPTH PAVEMENT REPAIR EXISTING UNDERLYING PCC CONCRETE EDGE MILL EXISTING PAVEMENT LIMITS 130 130 130 130 130 130 NE W P O R T CO A S T D R . 266+46.69 END NEW PAVEMENT 264+91.00 END NEW PAVEMENT EXIST R/W 27" WATER MAIN (LBCWD) 1 AT&T CONDUIT 94' x 23' x 6" 30' x 12' x 6" 1 EXIST CITY OF NEWPORT BEACH / CALTRANS BOUNDARY EXIST CITY OF NEWPORTBEACH / CALTRANS BOUNDARY 32 32 25 EXIST R/W 16 16 1625 25 16 262+00 263+00 264+00 265+00 266+00 267+00 268+00 116" GAS LINE 1CROWN CASTLE FIBER 1 12" WATER IRWD 11 AT&T MH (BY OTHERS) 21" SEWER (OCSD) 1 ST A T E PA R K TRAFFIC LOOPS 1 TRAFFIC LOOPS 1 10" GAS LINE 1 TRAFFIC LOOPS 1 EOP TC EAST COAST HIGHWAY EOP TC 22GAS 26 3 + 0 0 . 0 0 (1 3 0 . 1 8 ) F S 26 4 + 0 0 . 0 0 (1 3 1 . 3 3 ) F S 26 5 + 0 0 . 0 0 (1 3 2 . 1 7 ) F S 26 6 + 0 0 . 0 0 (1 3 2 . 5 9 ) F S 26 2 + 5 0 . 0 0 (1 2 9 . 7 6 ) F S 26 3 + 5 0 . 0 0 (1 3 0 . 7 0 ) F S 26 4 + 5 0 . 0 0 (1 3 1 . 6 2 ) F S 26 5 + 5 0 . 0 0 (1 3 2 . 5 8 ) F S 26 6 + 5 0 . 0 0 (1 3 2 . 7 8 ) F S 26 2 + 0 0 . 0 0 (1 2 9 . 2 5 ) F S 26 6 + 6 1 . 0 0 (1 3 2 . 6 4 ) F S (1.02%)(0.84%)(1.04%)(1.25%)(0.59%)(1.09%)(0.83%)(0.02%)(0.37%) (-1.22%) EXIST N'LY EOP PROFILE 26 3 + 0 0 . 0 0 (1 3 1 . 1 6 ) F S 26 4 + 0 0 . 0 0 (1 3 2 . 1 0 ) F S 26 5 + 0 0 . 0 0 (1 3 2 . 4 2 ) F S 26 6 + 0 0 . 0 0 (1 3 1 . 7 9 ) F S 26 2 + 5 0 . 0 0 (1 3 0 . 6 6 ) F S 26 3 + 5 0 . 0 0 (1 3 1 . 2 8 ) F S 26 4 + 5 0 . 0 0 (1 3 2 . 4 3 ) F S 26 5 + 5 0 . 0 0 (1 3 2 . 0 2 ) F S 26 6 + 5 0 . 0 0 (1 3 1 . 7 1 ) F S 26 2 + 0 0 . 0 0 (1 3 0 . 1 2 ) F S 26 6 + 6 1 . 0 0 (1 3 1 . 6 8 ) F S (1.09%)(0.99%)(0.24%)(1.65%)(0.65%)(-0.01%)(-0.11%)(-2.15%)(0.41%)(-1.36%)(-0.70%)(0.46%) (-0.32%) EXIST S'LY EOP PROFILE 26 3 + 0 0 . 0 0 13 2 . 3 8 F S 26 4 + 0 0 . 0 0 13 3 . 0 1 F S 26 5 + 0 0 . 0 0 13 3 . 3 1 F S 26 6 + 0 0 . 0 0 13 2 . 9 8 F S 26 7 + 0 0 . 0 0 (1 3 2 . 0 6 ) F S 26 8 + 0 0 . 0 0 (1 3 0 . 9 0 ) F S 26 2 + 5 0 . 0 0 13 1 . 8 2 F S 26 3 + 5 0 . 0 0 13 2 . 7 3 F S 26 4 + 5 0 . 0 0 13 3 . 2 8 F S 26 5 + 5 0 . 0 0 13 3 . 1 4 F S 26 6 + 5 0 . 0 0 (1 3 2 . 5 0 ) F S 26 7 + 5 0 . 0 0 (1 3 1 . 5 9 ) F S 26 2 + 0 0 . 0 0 13 1 . 1 8 F S 26 6 + 4 6 . 3 2 (1 3 2 . 5 3 ) F S JO I N E X I S T 1.30%1.05%0.78%0.45%0.58%0.06%-0.28%-0.31%-1.02% (-0.83%) (-0.89%)(-0.94%)(-1.36%) EXIST CL PROFILEPROP CL PROFILE EXIST CL PROFILE RECORD DRAWINGS These Rt:cord Drnwings hove be:e,i preµo.ro::d bm:aod c-n i ht best c1vuliub le informa tion_ WJ1ilE: t his inforrn otlor, is b<;lieved to b-e relJc,ble, Cit y of Newport Beoch Is net r-esponsiblc2 for its accuracy, nN th-E: &rrors 01· omtssions which may or 1·nay not 1·1ave been lncorpornted Into H1ese plons. --- . "' <D - ---- -- "' +-----=----'\------- PREPARED BY: --.- ~ Michael Baker --/ ii ,.-_ .-j .;;::· ''' , / \ I REVIEWED: t---+-----+------------------+------l"~ik SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER r::-:=:=::--'S=M+.:-:--::::----=LN.:..,.._-+------l--------------------1-------l DATE __ Oc..c9.,_/0'-7.,_/2c...1 __ _ CHECKED: NC DA TE09 /07 /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED SCALE: HORIZ: 1 "=40' VERT: 1"=8' "'-<J) D ..c [ffiJ - - - (.) :a; C D <J) :, if) E □ Q_ I') I') ~ -N ' a I') ' a, a "' ~ 'O a -0 I f-if) I a, a, a, a, " -/ -:, g, D _J / > 0 / "" 0.. <J) C D L f-/ 0 0 -0: ;3--a, a, a, a, " / D -D 'O Q_ SHEET OF / :r: R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 8+45.63 TO 18+00 PLAN & PROFILE 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 LINE/CURVE DATA TABLE MA T C H L I N E S T A 1 8 + 0 0 SE E S H E E T S T - 0 1 2 13 C-7807-2 MA T C H L I N E S T A 1 8 + 0 0 SE E S H E E T S T - 0 1 2 SIDEWALK-CASE 23 1 1 1 1 1 SIDEWALK-CASE 1 1 15 3 1 1 ST-011 NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR LEGEND 100 100 100 100 100 100 SEE SHEET ST-003 SEE SHEET ST-003 GRIND EXISTING CONCRETE TRENCH CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE SIDEWALK PER CNB STD-180 CONCRETE DRIVEWAY APPROACH PER CNB STD-160, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE ALLEY APPROACH TYPE A PER CNB STD-142, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB AND GUTTER TYPE C PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 ADJUST MANHOLE TO GRADE PLACE 3/8" THICK EXPANSION JOINT MATERIAL GRIND EXISTING CONCRETE BACKFILL DOWN TO BE FLUSH WITH EXISTING PCC LAYER, APROXIMATELY 2" SAWCUT EXISTING PAVEMENT REPLACE UTILITY VALVE AND ADJUST VALVE COVER TO GRADE COLD MILL 2" AC PAVEMENT PLACE 2" ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (10-INCH EXCAVATION), AND CONSTRUCT 2" ARHM FINISHED COURSE OVER 8" AC BASE COURSE COLD MILL 2 1/2" AC PAVEMENT PLACE 1" MIN AC LEVELING COURSE, 1 1/2" THICK ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (8-INCH EXCAVATION), AND CONSTRUCT 1 1/2" ARHM FINISHED COURSE OVER A 1" MIN AC LEVELING COURSE OVER A 5 1/2" AC BASE COURSE 1 2 3 4 5 7 10 11 15 17 19 22 24 25 26 28 29 30 8+ 4 5 . 7 0 (9 6 . 4 1 ) F S 9+ 0 0 . 0 0 (9 4 . 8 5 ) F S 8+ 5 0 . 0 0 (9 6 . 1 5 ) F S 9+ 5 0 . 0 0 (9 4 . 7 5 ) F S 11 + 4 0 . 2 9 (9 5 . 8 9 ) F S 12 + 0 0 . 0 0 (9 9 . 2 6 ) F S 13 + 0 0 . 0 0 (1 0 2 . 7 6 ) F S 14 + 0 0 . 0 0 (1 0 6 . 1 8 ) F S 11 + 5 0 . 0 0 (9 6 . 6 5 ) F S 12 + 5 0 . 0 0 (1 0 1 . 1 2 ) F S 13 + 5 0 . 0 0 (1 0 4 . 4 5 ) F S 14 + 5 0 . 0 0 (1 0 7 . 8 1 ) F S 16 + 0 0 . 0 0 (1 1 0 . 8 0 ) F S 17 + 0 0 . 0 0 (1 1 3 . 0 4 ) F S 18 + 0 0 . 0 0 (1 1 5 . 0 9 ) F S 15 + 5 6 . 3 1 E C R (1 0 9 . 9 5 ) F S 16 + 5 0 . 0 0 (1 1 1 . 9 0 ) F S 17 + 5 0 . 0 0 (1 1 4 . 0 2 ) F S 9+ 7 2 . 7 5 (9 5 . 2 0 ) F S (-5.95 % ) (-2.61%) (-0.20%) (1.93%)(7.86% ) (5.20%) (3.73%) (3.28%) (3.37%) (3.46%) (3.27%) (4.02%) (2.47%)(2.18%) (2.29%) (1.96%) (2.14%) 14 + 9 5 . 7 5 B C R (1 0 9 . 3 5 ) F S EXIST W'LY EOP PROFILE EXIST W'LY EOP PROFILE EXIST W'LY EOP PROFILE EA S T C O A S T H W Y 2N D A V E USMAIL USMAIL USMAIL PP 7 3 X 7 7 3250 3244 3300 3326 3221 3315 40 0 41 6 41 6 1 / 2 41 8 41 8 1 / 2 42 0 42 2 42 2 1 / 2 42 4 42 4 1 / 2 42 6 42 6 1 / 2 42 8 42 8 1 / 2 41 5 41 5 1 / 2 41 7 41 7 1 / 2 41 9 42 1 42 3 42 5 (1 - 2 ) 4 2 7 50 1 50 1 1 / 2 50 3 50 3 1 / 2 50 5 50 0 50 0 1 / 2 50 2 50 2 1 / 2 50 4 50 4 1 / 2 50 6 50 6 1 / 2 50 8 50 8 1 / 2 51 0 51 0 1 / 2 51 2 51 2 1 / 2 51 4 51 4 1 / 2 51 6 50 5 1 / 2 50 7 LLC L 5 CASE 2 4'x20' 3 3 CASE 2 4'x39' CASE 2 4'x6' LL EXIST R/W EXIST R/W CASE 1 4'x15' EX R/W EXIST R/W EA S T C O A S T H I G H W A Y 5 4 4 STA 8+45.63 BEGIN NEW PAVEMENT 19 WATER VALVE WATER22VALVE 22 11 11 11 22 ℄ 7 10+79.26 MARGUERITE AVE C =182+74.80 EAST COAST AVE C CURB RAMP SEE DETAIL ON SHEET CD-006 CURB RAMP SEE DETAIL ON SHEET CD-006 CURB RAMP SEE DETAIL ON SHEET CD-006 CURB RAMP SEE DETAIL ON SHEET CD-006 C&G ALLEY C&G C&G DRIVEWAY APPROACH SEE DETAIL ON SHEET CD-008 ALLEY APPROACH SEE DETAIL ON SHEET CD-009 ALLEY APPROACH SEE DETAIL ON SHEET CD-009 WATER VALVE WATER MH (LCCWD) SEWER MH(CNB) WATER VALVE DWY DWY C&G 1 WATER LINE 1 AT&TCONDUIT 3 1 WATER LINE 1500' x 24' x 13" EXIST R/W EXIST R/W 2928 26 10' x 6' x 8"30 300' x 11' x 8"30 24 25 24 25 25 24 25 FO2LINE 2FO LINE 24 25 24 25 24 25 CASE 2 4'x15' CASE 2 4'x20' 22 B A Y S I D E D R I V E L L ALLEY MARGUERITE AVENUE 116" GAS LINE 16" GAS LINE 4" GAS LINE 16" GAS LINE 13" GAS LINE CROWN CASTLE1CONDUIT 12" GAS LINE 1 WATER LINE 1 WATERLINE 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 3 5 ALLEY ALLEY APPROACH SEE DETAIL ON SHEET CD-008 TC EOP TC EOP17 1 2ND AVENUE 2N D A V E N U E 2N D A V E N U E SEWER MH (CNB) 3EXIST PCC UNDER AC PAVEMENT 11 SEWER MH (CNB) 26 26 26 26 26 9+ 0 0 . 0 0 (9 5 . 1 7 ) F S 10 + 0 0 . 0 0 (9 5 . 9 8 ) F S 11 + 0 0 . 0 0 (9 5 . 4 0 ) F S 12 + 0 0 . 0 0 (9 9 . 6 3 ) F S 13 + 0 0 . 0 0 (1 0 3 . 3 1 ) F S 14 + 0 0 . 0 0 (1 0 6 . 6 2 ) F S 15 + 0 0 . 0 0 (1 0 9 . 7 9 ) F S 16 + 0 0 . 0 0 (1 1 1 . 2 7 ) F S 17 + 0 0 . 0 0 (1 1 3 . 3 6 ) F S 18 + 0 0 . 0 0 (1 1 5 . 5 1 ) F S 8+ 5 0 . 0 0 (9 6 . 4 8 ) F S 9+ 5 0 . 0 0 (9 5 . 1 6 ) F S 10 + 5 0 . 0 0 (9 5 . 9 1 ) F S 11 + 5 0 . 0 0 (9 6 . 8 6 ) F S 12 + 5 0 . 0 0 (1 0 1 . 8 0 ) F S 13 + 5 0 . 0 0 (1 0 4 . 9 3 ) F S 14 + 5 0 . 0 0 (1 0 8 . 3 4 ) F S 15 + 5 0 . 0 0 (1 1 0 . 4 7 ) F S 16 + 5 0 . 0 0 (1 1 2 . 4 0 ) F S 17 + 5 0 . 0 0 (1 1 4 . 4 7 ) F S (-5.56 % ) (-0.02%)(-1.03%) (5.52%) (4.34%) (3.02%) (3.25%) (3.38%) (3.45%) (2.89%) (1.36%)(1.61%)(2.26%) (1.91%)(2.23%) (2.06%) (0.61%)(5.52%)(1.17%)(-1.15%)(-3.66%)(-1.68%)(0.96%)(2.40%) EXIST CL PROFILE EXIST CL PROFILE EXIST CL PROFILE 8+ 4 6 . 1 3 (9 6 . 4 4 ) F S 9+ 0 0 . 0 0 (9 4 . 9 3 ) F S 8+ 5 0 . 0 0 (9 6 . 2 6 ) F S 9+ 5 0 . 0 0 (9 4 . 9 5 ) F S 11 + 2 0 . 8 9 (9 5 . 0 2 ) F S 12 + 0 0 . 0 0 (9 9 . 2 1 ) F S 99 . 0 4 F L 13 + 0 0 . 0 0 (1 0 2 . 5 5 ) F S 14 + 0 0 . 0 0 (1 0 5 . 8 8 ) F S 11 + 5 0 . 0 0 (9 6 . 3 8 ) F S 12 + 5 0 . 0 0 (1 0 1 . 0 5 ) F S 10 0 . 8 8 F L 13 + 5 0 . 0 0 (1 0 4 . 2 3 ) F S 14 + 5 0 . 0 0 (1 0 7 . 5 0 ) F S 16 + 0 0 . 0 0 (1 1 0 . 7 7 ) F S 17 + 0 0 . 0 0 (1 1 2 . 8 8 ) F S 18 + 0 0 . 0 0 (1 1 5 . 0 7 ) F S 16 + 5 0 . 0 0 (1 1 1 . 8 3 ) F S 17 + 5 0 . 0 0 (1 1 3 . 9 6 ) F S 11 + 9 2 . 2 6 (9 8 . 8 9 ) F S 98 . 7 2 F L 12 + 1 2 . 2 1 (9 9 . 5 6 ) F S 99 . 3 9 F L 12 + 4 7 . 6 1 (1 0 0 . 9 6 ) F S 10 0 . 7 9 F L 12 + 6 7 . 5 3 (1 0 1 . 6 2 ) F S 10 1 . 4 5 F L (-4.61%) (-2.66%) (0.03%)(0.74%) (4.70%) (5.53%) 4.13%2.87% (3.96%) 3.32% (3.36%) (3.36%) (3.31%) (3.24%) (3.36%) (1.79%)(2.13%) (2.11%) (2.15%) (2.21%) 9+ 7 2 . 7 5 (9 5 . 1 2 ) F S 14 + 9 4 . 0 4 B C R (1 0 9 . 3 5 ) F S 15 + 5 3 . 6 3 E C R (1 0 9 . 7 5 ) F S EXIST E'LY EOP PROFILE EXIST E'LY EOP PROFILE EXIST E'LY EOP PROFILE EA S T C O A S T H W Y EA S T C O A S T H W Y 2N D A V E EXIST E'LY EOP PROFILE EXIST E'LY EOP PROFILE PROP E'LY FLOWLINE PROP E'LY FLOWLINE ADDITIONAL DIGOUT RECORD DRAWINGS The!.se R,;::::cord DnJwing~; ha,1e bt-ef:I prepar~d bu sed on i.ht best c1vaiiC1ble lnforrnoliDn Wll il-E:< this inforrno tior, is be:li<:;:v-ed to b<2 rdicble, City of I\J,ewpo rt Beoch is not responsibl<:;: for l~s occurncy, nN lilt; srrors or om issions which may or· n1ay not hav-e been lr1corpornted into tl·1ese plons. I I I \Q ~ I I llk ',;-----<,'\I, I ',' i·r=i ·, ,J 't. \ _ Jl'it l --\.::---I -' - ' ,,,,1 ~+-~-.... - I I I I I I, : I I I I !1t1: APPROX CL ST AT ION~ (i' PER PLAN ( TYP) \"- EX I ST BUILDING/WAL~ EXIST SW ·. • .... • ;{/ ,/ ==~g;\,~,Y,V ~""'' --c#~ ~ 11 I I I 3/8" EXPANSION JOINT MATERIAL ,i. I R/W_l__ EXIST SW EXIST SW EXIST CicG EXIST STREET TREE/IRRIGATION -f I / ·, -/ .• -! I i i' ' ' .. ' _.__ ' ' ' }------=-' ! ---~ : ", ~-.I.' L__l I I I '' EXIST SW EXIST CicG EXIST STREET TREE/IRRIGATION I G1 I I G1 I :k : 1-+-C) I I I 1 I I . . v N i . 0 -~DJ . 0 N . CX) I ' I 0 <O N ·• 0 - . v I I I i 1 DJ . r-- 0 N -. . -\ X J T -I ~ BEARING/DELTA RADIUS LENGTH N40° 35' 14"E 201.80' N39"29'09"E 33_54' N40°34'43"E 1832.60' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4020 0 40 BO l'------'~,___-1 __ 1- scALE, 1 "=40 ' 120 I SCALE: HORIZ: 1 "=40' VERT: 1"=8' r----------------------------r-:::RE:::-Vl::E::::Wf.=D:-: -------ir--r----,------------------,----r::R-::-EVl-,,E:cWf.-::D:-·------,--------------------------- o--D-IM_E_N_S_IO_N_S_P_E_R-PL_A_N __ 0 DIMENSIONS PER PLAN PREPARED BY: Michael Baker t---+-----+------------------+-------I ~fi_ SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER r::-:=:=::--'S=M+.:-:-::::---"'LN"-i---+-------l---------------------1-------l DATE __ Oc..c9.,_/0'-7.,_/2c...1 __ _ CHECKED: DA TE· NC 09 /07 /21 NO, DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF -"' " 0 _c (.) ::!' C 0 " ::, 1/) E C. v 0 .. - -N '-<O 0 '-0 "' ,. ,:, --0 I f-1/) I a, a, a, a, r-- -/ -::, g, 0 _J / > 0 / "" a. " C: 0 L f-/ 0 0 -0: ;3--a, a, a, a, ,-... / 0 -0 ,:, C. / :r: R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION CONSTRUCTION NOTES PROTECT IN PLACE CONCRETE SIDEWALK PER CNB STD-180 CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 ADJUST MANHOLE TO GRADE COLD MILL 2" AC PAVEMENT PLACE 2" ARHM FINISHED COURSE ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (10-INCH EXCAVATION), AND CONSTRUCT 2" ARHM FINISHED COURSE OVER 8" AC BASE COURSE 1 3 10 11 24 25 26 SIDEWALK-CASE 23 1 1 1 1 1 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 14 18+00 TO 26+37.75 PLAN & PROFILE SE E S H E E T S T - 0 1 1 MA T C H L I N E S T A 1 8 + 0 0 28+00 LINE/CURVE DATA TABLE C-7807-2 SE E S H E E T S T - 0 1 1 MA T C H L I N E S T A 1 8 + 0 0 ST-012 NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR LEGEND 110 110 110 110 110 110 18 + 5 0 . 0 0 (1 1 6 . 1 8 ) F S 19 + 3 3 . 7 4 B C R (1 1 7 . 3 8 ) F S 20 + 0 0 . 0 0 (1 1 8 . 5 4 ) F S 21 + 0 0 . 0 0 (1 2 0 . 2 6 ) F S 22 + 0 0 . 0 0 (1 2 1 . 9 4 ) F S 23 + 0 0 . 0 0 (1 2 3 . 3 4 ) F S 24 + 0 0 . 0 0 (1 2 5 . 6 1 ) F S 25 + 0 0 . 0 0 (1 2 8 . 6 6 ) F S 26 + 0 0 . 0 0 (1 3 3 . 2 3 ) F S 19 + 5 0 . 0 0 (1 1 7 . 6 9 ) F S 20 + 5 0 . 0 0 (1 1 9 . 3 4 ) F S 21 + 5 0 . 0 0 (1 2 1 . 1 0 ) F S 22 + 5 0 . 0 0 (1 2 2 . 9 1 ) F S 23 + 5 0 . 0 0 (1 2 4 . 4 9 ) F S 24 + 5 0 . 0 0 (1 2 6 . 9 8 ) F S 25 + 5 0 . 0 0 (1 3 0 . 6 5 ) F S 18 + 0 0 . 0 0 (1 1 5 . 0 9 ) F S (2.19%) (2.11%) (1.90%) (1.70%)(1.61%)(1.83%)(1.68%)(1.69%)(1.94%)(0.86%)(2.29%) (2.25%) (2.73%) (3.35%) (3.99%) (5.15%) (5.05%) 26 + 3 7 . 5 5 (1 3 5 . 1 3 ) F S 18 + 7 6 . 1 2 E C R (1 1 6 . 7 3 ) F S 23 + 1 1 . 7 0 E C R (1 2 3 . 4 2 ) F S EXIST W'LY EOP PROFILE EXIST W'LY EOP PROFILE EXIST W'LY EOP PROFILE 5T H A V E 19 + 0 0 . 0 0 (1 1 7 . 5 9 ) F S 20 + 0 0 . 0 0 (1 1 8 . 8 8 ) F S 21 + 0 0 . 0 0 (1 2 0 . 6 6 ) F S 22 + 0 0 . 0 0 (1 2 2 . 3 4 ) F S 23 + 0 0 . 0 0 (1 2 3 . 8 4 ) F S 24 + 0 0 . 0 0 (1 2 5 . 9 9 ) F S 25 + 0 0 . 0 0 (1 2 8 . 8 1 ) F S 26 + 0 0 . 0 0 (1 3 3 . 4 8 ) F S 27 + 0 0 . 0 0 (1 3 7 . 3 4 ) F S 18 + 5 0 . 0 0 (1 1 6 . 6 2 ) F S 19 + 5 0 . 0 0 (1 1 8 . 0 9 ) F S 20 + 5 0 . 0 0 (1 1 9 . 7 7 ) F S 21 + 5 0 . 0 0 (1 2 1 . 4 8 ) F S 22 + 5 0 . 0 0 (1 2 3 . 2 1 ) F S 23 + 5 0 . 0 0 (1 2 4 . 8 6 ) F S 24 + 5 0 . 0 0 (1 2 7 . 2 6 ) F S 25 + 5 0 . 0 0 (1 3 1 . 0 7 ) F S 26 + 5 0 . 0 0 (1 3 5 . 7 1 ) F S 27 + 5 0 . 0 0 (1 4 0 . 0 7 ) F S 18 + 0 0 . 0 0 (1 1 5 . 5 1 ) F S (2.24%) (1.93%)(1.00%)(1.59%)(1.77%)(1.79%)(1.63%)(1.73%)(1.73%)(1.27%)(2.03%) (2.26%) (2.55%) (3.09%) (4.52%) (4.83%) (4.47%) (3.26%) (5.46%) (6.77% ) EXIST CL PROFILE EXIST CL PROFILE 5T H A V E 18 + 5 0 . 0 0 (1 1 6 . 1 4 ) F S 20 + 0 0 . 0 0 (1 1 8 . 4 4 ) F S 21 + 0 0 . 0 0 (1 2 0 . 1 2 ) F S 22 + 0 0 . 0 0 (1 2 1 . 7 9 ) F S 19 + 5 0 . 0 0 (1 1 7 . 5 7 ) F S 20 + 5 0 . 0 0 (1 1 9 . 3 1 ) F S 21 + 5 0 . 0 0 (1 2 0 . 9 4 ) F S 22 + 5 0 . 0 0 (1 2 2 . 6 4 ) F S 24 + 0 0 . 0 0 (1 2 5 . 4 4 ) F S 25 + 0 0 . 0 0 (1 2 8 . 2 6 ) F S 26 + 0 0 . 0 0 (1 3 3 . 0 4 ) F S 23 + 5 0 . 0 0 (1 2 4 . 2 8 ) F S 24 + 5 0 . 0 0 (1 2 6 . 6 5 ) F S 25 + 5 0 . 0 0 (1 3 0 . 4 8 ) F S 26 + 3 7 . 5 8 (1 3 4 . 7 7 ) F S 18 + 0 0 . 0 0 (1 1 5 . 0 7 ) F S (2.14%)(1.73%) (1.26%) (1.73%)(1.75%)(1.63%)(1.64%)(1.69%)(1.69%) (1.83%) (1.92%) (2.32%) (2.41%) (3.23%) (4.43%) (5.13%) (4.59%) 18 + 7 5 . 9 8 B C R (1 1 6 . 8 4 ) F S 19 + 3 4 . 1 5 E C R (1 1 7 . 3 9 ) F S 22 + 5 3 . 8 2 B C R (1 2 2 . 7 1 ) F S 23 + 1 3 . 7 0 E C R (1 2 3 . 5 1 ) F S EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE EXIST S'LY EOP PROFILE 5T H A V E P P EXIST R/W EXIST R/W EXIST R/W MARGUERITE AVE LLC LLLC EXIST R/W +9 6 CASE 2 4'x5' +2 6 CASE 2 4'x5' +0 6 AT&T MH(BY OTHERS)11 CURB RAMP SEE DETAIL ON SHEET CD-006CURB RAMP SEE DETAIL ON SHEET CD-006 1 AT&T CONDUIT 26+37.75 ENDNEW PAVEMENT 24 25 25 25 25 00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28 1500' x 24' x 13" CASE 2 4'x4' 24 4'x9' CASE 2CASE 2 4'x9' CASE 2 3'x4' 24 24 EXIST R/W C 3 3 3 3 3 L 51 6 1 / 2 51 8 52 0 52 0 1 / 2 60 1 60 1 1 / 2 60 3 60 3 1 / 2 60 5 60 0 33 1 0 60 2 60 2 1 / 2 60 4 60 4 1 / 2 60 6 60 6 1 / 2 60 8 60 8 1 / 2 61 0 61 0 B 61 4 61 4 B 61 6 61 6 1 / 2 61 8 61 8 1 / 2 62 0 62 2 33 3 0 70 0 70 2 70 2 1 / 2 70 4 70 4 1 / 2 70 6 70 6 1 / 2 70 8 70 8 1 / 2 71 0 71 0 1 / 2 71 2 71 2 1 / 2 70 1 70 1 1 / 2 70 3 70 3 1 / 2 70 7 32 5 1 52 1 32 5 1 62 1 CURB RAMP SEE DETAIL ON SHEET CD-007 CURB RAMP SEE DETAIL ON SHEET CD-007 CURB RAMP SEE DETAIL ON SHEET CD-006 EXIST R/W 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 1 6" GAS LINE 26 TC EOP EOP TC 3R D A V E N U E 3R D A V E N U E 4T H A V E N U E 4T H A V E N U E 5T H A V E N U E 5T H A V E N U E 25 3 24 25 26 26 26 26 ADDITIONAL DIGOUT ADDITIONAL DIGOUT ADDITIONAL DIGOUT RECORD DRAWINGS These Rt:ccrd Drawing:5; ha,.,e be,,en pr-ep□.r<::d bused c-n i ht: be~~l ,::ivaliuble information \11.lhil t: l hi;;: inforrnotlor, is beli€:ved to b<2 r-elicble, City of l\lewport Beoch Is net responsiblc2c for Its cc curacy, nor llH, -&t-rors 01-omissions wh ich may or niay not hav-e been lr1corpornted Into t 1-1 ese plans. . 0 • r--- ~' EXIST SW - EXIST STREET TREE/ I RR I GA TI ON r DIMENSIONS PER PLAN EXIST SW EXIST C&G EXIST STREET TREE/ IRRIGATION I I I c~elel! j!;=\..~lt!;;2c,~=rt L J1) @ I c:, "' I BEARING/DELTA RADIUS N40°34'43"E LENGTH 1832.60' 0 0 0 0 0 0 0 40 I 20 0 ~ ' ' LJ 40 I SCALE: 1"=40' SCALE: 80 120 I HORIZ: 1 "=40' VERT: 1"=8' -" "' " .c -~ :::;; C: " "' ::, V) E C. a, 0 .. - -N '--(!) 0 '--0 "' ~ " N 0 ,!_ V) I a, a, a, a, r---:;--::, g, f f 0. "' C: " r-----------------------------,.R:::E::-:Vl:=EWE::=D:-:--------r---,-----,--------------------,---r=:-,-::-:=,--------..--------------------------------1~ 0 0 -0: REVIEWED: PREPARED BY: Michael Baker SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: ~fi_ BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER ;:, a, a, a, a, ,.__ 1----------------------..----------1/ " -SM ~ " 1---------1" DATE 09/07 /21 CHECKED: NO. DATE DESCRIPTION OF REVISIONS APPROVED NC DA TE09 /07 /21 SHEET OF ;;, _____________________________________________ ...._ ________________________ .....1 ___ ..:.:.;:;..i.._.....;.....;_1.-_.1.... ___ ...... _________________ ..L... __ ...1.. ________ ....1. ___________________ ....1. ______ ....J:r: 40 20 40 80 120 SCALE: 1"=40' 0 15 R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION STA 151+52.00 TO 176+00 GRADING PLAN C-7807-2 MA T C H L I N E S T A 1 7 6 + 0 0 SE E S H E E T G R - 0 0 2 MA T C H L I N E S T A 1 6 4 + 0 0 SE E B E L O W MH SE E A B O V E MA T C H L I N E S T A 1 6 4 + 0 0 GR-001 LEGEND BREAKLINE 11 0 115 120 1 1 5 FE R N L E A F A V E DH A L I A A V E M A C A R T H U R B L V D 158+42.70=158+54.10 EC 151+ 0 0 152+0 0 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 LL CL C LLC FE R N L E A F AV E EXIST R/W DH A L I A AV E EXIST R/W EX R/W EXIST R/W C A R N A T I O N A V E 154+36.82 38.58 LT EL 117.71 154+50.00 37.36 LT EL 117.33 155+00.00 33.23 LT EL 116.11 153+11.6 8 72.45 LT EL 121.04 153+50. 0 0 70.23 LT EL 120.6 8 154+00.00 66.65 LT EL 119.09 154+50.00 62.37 LT EL 117.58 155+00.00 58.52 LT EL 116.18 155+16.26 57.32 LT EL 115.76 158+38.65 18.75 LT EL 111.77 A 159+00.00 18.69 LT EL 111.27 A 159+50.00 18.68 LT EL 110.75 A 160+00.00 18.72 LT EL 110.16 A 160+50.00 18.43 LT EL 109.70 A 161+00.00 18.59 LT EL 109.18 A 161+50.00 18.86 LT EL 108.71 A 162+00.00 18.78 LT EL 108.34 A 162+50.00 18.82 LT EL 107.94 A 163+00.00 18.92 LT EL 107.77 A 163+50.00 18.90 LT EL 107.90 A 164+00.00 18.90 LT EL 108.24 157+50.00 20.79 LT EL 112.81 158+00.00 19.35 LT EL 112.15155+50.00 29.36 LT EL 115.13 156+00.00 26.32 LT EL 114.35 156+50.00 23.76 LT EL 113.77 157+00.00 22.17 LT EL 113.08 EAST COAST HIGHWAY 85 8 5 90 110 110 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 A 164+50.00 18.89 LT EL 108.62 A 165+00.00 18.89 LT EL 108.90 A 165+50.00 18.89 LT EL 109.05 A 166+00.00 18.75 LT EL 109.54 A 166+50.00 18.66 LT EL 109.87 A 167+00.00 18.60 LT EL 110.20 A 167+50.00 18.65 LT EL 110.46 A 167+82.42 18.67 LT EL 110.58 A 165+00.00 18.97 RT EL 109.09 A 164+67.17 19.01 RT EL 108.91 A 167+00.00 18.98 RT EL 110.24 A 166+50.00 19.10 RT EL 109.94 A 166+00.00 19.14 RT EL 109.70 A 165+50.00 19.06 RT EL 109.37 A 170+50.00 19.01 RT EL 101.78 A 170+00.00 19.10 RT EL 104.76 A 169+50.00 19.22 RT EL 107.23 A 169+00.00 19.41 RT EL 109.51 A 168+50.00 19.47 RT EL 110.58 A 168+00.00 19.31 RT EL 110.77 A 167+50.00 19.09 RT EL 110.61 A 171+00.00 18.92 RT EL 98.73 A 171+50.00 18.92 RT EL 95.82 A 172+00.00 18.94 RT EL 92.91 A 172+50.00 18.99 RT EL 89.81 A 172+89.22 18.86 RT EL 87.51 EXIST R/W EXIST R/W GO L D E N R O D AV E H E L I O T R O P E A V E HE L I O T R O P E AV E IR I S A V E IR I S A V E JA S M I N E AV E G O L D E N R O D A V E EAST COAST HIGHWAY RECORD DRAWINGS Th,;:.se R,;:ccrd DP::iwln g s hc,_1e be-e.-i p1·epGr-2d bo::,ed on ihe be~d c;1voii0b le inforrnolion _ \AJJ-Jil,;;, thlr.: inforrnotiori i::; b<5eli,e,ved t(, be r €1iob l e, City o f I\Jo;;wport Deoch is not rt;spo11sibi,:;, for it::: occu rncy, nor· tht: &rrors ot· om tssi0n8 which may or rr1Cl.f not 1·1ove been lr1corpornted into t1·1ese plcns. I I I I I ---.. ' // __ ,,,.;,<· -· ./ ~ \ I \ \ // \ \ \ \ ' ' \ .ll I I I Lr , I -. -Al\ . . .. L I-•• / \ I I , , y ...______ □ / , , / ] __________ ..,,___ I - I I I I I I n I I / __ /_ . ..-· • I I ---- \ \ \ \ \ ' \ \ I \ \ ' ) ~,,~1,' !\ \ \ \ \ \ \ \ \ \ \ \ / I I \ \ : 'v,, I \ \ \ \ I " 1---1--------1-------+-------+-------1-------+-------'-+-------1-------+---c--r·"'+----11 "' .. . II - 1Y l l \ \ \ \ ' , ( . /0 -+--/-!-. 0 \ \ \ \ \ \ \ ' \ \ " a) "' \ \ l I ~~~---=r:r=--":~~ri,J~;---4;::::::~~ ~__.+/ ,P.JI' J-11 .. __________ ....., _________ ...... _________________________ .....,_________ \ I I I I I I I I -----/' / f / { J ) /-----------------------------------'---,-.-+-i----i -□ □ ---= -----~ .LUL-- \ --======--=-...:..=:=::::.Jl--;;;.....--::"""'."7· --====------i-===----':··~===8 -1-±=-n □ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ I I I I . N ,,.. -( / // .' i ~-i= -~--~-= ~~~--~---j==---t--r--J..-~~t;t=,lr r=pj-~~~~· ~~~~\ /( \~ [::J □ \ \ \ \ \ \ \ \ \ \ \ \ \ \ J PREPARED BY: Michael Baker \ \ \ REVIEWED: SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: I I \ \ \ \ 1---+-----+-------------------+------l"~a_ BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER t---------S~M:...+--------=LN-'-l---+-----1-------------------+----l DATE __ 0_9~/0_7~/_21 __ _ CHECKED: NC DATEi:Jg/o? /21 NO. DATE DESCRIPTION OF REV1SIONS APPROVED "' " 0 .c -~ ::;; C: 0 " :, V) E 0 r-- "' "' -N ........ N N ........ "' 0 "' ;o 'O -0 0 I a:: (.? I "' 0) 0) 0) r-- / "' C: 'O 0 L (.? / > 0 / ;;,: Q. " C: 0 L t-/ 0 0 < ~ 0) "' "' 0) r-- / 0 -0 'O 0. SHEET OF / I 40 20 40 80 120 SCALE: 1"=40' 0 16 R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION STA 176+00 TO 201+00 GRADING PLAN C-7807-2 MH SE E A B O V E MA T C H L I N E S T A 1 8 8 + 0 0 MA T C H L I N E S T A 2 0 1 + 0 0 SE E S H E E T G R - 0 0 3 SE E S H E E T G R - 0 0 1 MA T C H L I N E S T A 1 7 6 + 0 0 S E E B E L O W M A T C H L I N E S T A 1 8 8 + 0 0 SEE ST-011 SEE ST-011 GR-002 LEGEND BREAKLINE 100 100 90 95 10 0 105 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 176+00 177+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+0 0 178+00 179+00 180+00 181+00 A 185+50 . 0 0 18.71 LT EL 100.4 1 A 185+6 5 . 3 5 18.75 LT EL 100. 7 7 A 186+13 . 7 7 7.69 LT EL 102.0 3 A 186+50 . 0 0 7.87 LT EL 102.8 2 A 187+00 . 0 0 7.96 LT EL 104.0 1 A 187+14 . 8 3 7.92 LT EL 104.3 3 A 188+50 . 0 0 25.67 RT EL 107.2 8 A 188+0 0 . 0 0 23.39 RT EL 106.4 9 A 187+5 0 . 0 0 21.79 RT EL 105.2 4 A 187+0 0 . 0 0 21.86 RT EL 104.0 9 A 186+50 . 0 0 22.90 RT EL 102.8 9 A 186+00 . 0 0 25.05 RT EL 101.6 8 A 185+5 0 . 0 0 28.57 RT EL 100.4 4 A 185+50 . 0 0 5.03 RT EL 100.5 2 A 185+00 . 0 0 9.65 RT EL 99.38 A 185+00 . 0 0 33.09 RT EL 99.21 A 184+5 5 . 6 3 19.37 RT EL 98.24 A 184+50 . 0 0 38.57 RT EL 98.06 A 184+00 . 0 0 44.61 RT EL 97.13 A 183+5 0 . 0 0 50.88 R T EL 96.23 A 182+00.00 61.32 RT EL 97.73 A 181+50.00 62.52 RT EL 98.99 A 181+00.00 63.08 RT EL 100.10 A 180+50.00 61.09 RT EL 100.56 A 180+ 0 0 . 0 0 54.03 R T EL 100 . 2 9 A 179+ 5 0 . 0 0 46.93 R T EL 99. 4 7 A 179+ 0 0 . 0 0 39.46 R T EL 98. 3 2 A 178+ 5 0 . 0 0 32.92 R T EL 97. 2 4 A 178+ 0 0 . 0 0 27.74 R T EL 96.1 4 A 177+ 5 3 . 0 5 23.86 R T EL 94.7 5 A 185+08 . 1 2 18.76 LT EL 99.36 A 182+50.00 60.38 RT EL 96.73 A 185+6 6 . 8 6 3.71 RT EL 100. 9 5 A 183+00.00 56.70 RT EL 96.20 L A R K S P U R A V E JA S M I N E A V E LA R K S P U R AV E M A R I G O L D A V E M A R I G O L D A V E NARCISSUSAVE N A R C I S S U S A V E EXIST R/W EXIST R/W EXIST R/W EXIST R/W EXIST R/W L A R K S P U R A V E EAST COAST HIGHWAY N A R C I S S U S A V E 95 105 105 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 A 192+50.00 18.88 LT EL 105.57 A 193+00.00 18.98 LT EL 105.31 A 193+50.00 19.02 LT EL 105.13 A 194+00.00 18.91 LT EL 104.83 A 194+50.00 18.91 LT EL 104.50 A 194+66.81 18.92 LT EL 104.38 A 198+32.82 18.81 LT EL 102.23 A 198+50.00 18.74 LT EL 101.68 A 199+00.00 18.76 LT EL 99.72 A 199+50.00 18.74 LT EL 97.71 A 200+00.00 18.80 LT EL 95.75 A 200+50.00 18.80 LT EL 93.81 A 201+00.00 18.80 LT EL 92.22 A 201+00.00 19.48 RT EL 91.94 A 200+50.00 19.52 RT EL 93.33 A 200+00.00 19.62 RT EL 95.04 A 199+50.00 19.42 RT EL 96.93 A 199+00.00 19.37 RT EL 98.91 A 198+50.00 19.30 RT EL 100.89 A 198+00.00 19.26 RT EL 101.93 A 197+50.00 19.22 RT EL 102.75 A 197+00.00 19.20 RT EL 103.11 A 196+50.00 19.02 RT EL 103.46 A 196+00.00 18.97 RT EL 103.77 A 195+50.00 19.14 RT EL 104.04 A 195+00.00 19.26 RT EL 104.19 A 194+50.00 19.16 RT EL 104.66 A 194+50.00 7.91 RT EL 104.73 A 194+67.25 7.91 RT EL 104.63 A 194+00.00 19.00 RT EL 104.89 A 194+00.00 7.89 RT EL 105.00 A 193+92.48 7.89 RT EL 105.05 A 193+50.00 19.06 RT EL 105.13 A 193+00.00 19.07 RT EL 105.42 A 192+50.00 18.92 RT EL 105.77 A 192+00.00 18.96 RT EL 105.78 A 191+50.00 19.38 RT EL 106.29 A 191+00.00 20.97 RT EL 106.69 A 190+50.00 23.49 RT EL 107.15 A 190+00.00 25.99 RT EL 107.55 A 189+50.00 27.29 RT EL 107.73 A 189+ 0 0 . 0 0 26.82 R T EL 107 . 2 5 A 188+ 5 0 . 0 0 25.67 R T EL 107 . 2 8 A 188 + 0 0 . 0 0 23.39 R T EL 106 . 4 9 A 192+26.44 18.78 LT EL 105.66NARCISSUSAVE NA R C I S S U S A V E EXIST R/W EXIST R/WEXIST R/W EAST COAST HIGHWAY NA R C I S S U S A V E OR C H I D A V E OR C H I D A V E PO I N S E T T I A AV E PO P P Y A V E PO P P Y A V E HA Z E L A V E HA Z E L A V E PO I N S E T T I A AV E I ' RECORD DRAWINGS Tht:se Recore~ Drnwings hove b t:ecl pr eµored ba5ed on 1he best c1voiiublt: informa tion_ Whil e lh i:; in form a tion is beli.=:,veci t o b-e relJcble, Cit y of I\Je wp ort Beach is not r-espo11sible for it ~ occ,.ffacy, nor U:.6 &rrors 01· emissions which may or ma ,Y not 1~1ovs bEen lr1corpor(1t -2d int o the3e pkms . \ ~ -- ---- ---- ---- n t fl. I l,f I I , . ·-· n ,...., --....;F-- I • ' I I --- ,• .. . L u I V -:--~;;.:....:..::....::..::..::.:::::.::::__1:1----:.,.;;;;;..--------=--==- I ( I - ' V --------- \ ' r n n n \-c===n•tj'J::::::'.C-::-:'.'.A.~t• ~-~~~::z:::-:::;:;:,,JJ~~~~-=-Jt-, IS>' /U .. '• '• ·--.. --. --------,,--·,<-- --,-- ---,Ito, ---=.:.::.--~ --.I---- --,---, ,cc.===--=....:::===LI .=....:::==--5---------,:-.a""I. ----===------=~}_j__ C --'-~ - -----« ____. L.J u LI u -.. - ---- ---- I --,-.l I I \ I n , n • ----------------------. :;;;;...-==---------J---------------1--------J. l •/ I ( " . . L.J L.J u u --- L-• u I ' \ ---- ---- ---- \ \ \ \ \ \ \ I I I I 1 lt -/1-,,1,..... / / .v .,) 'y _,___· _· .. _ \\ --;--+ --\~ ~\, __ • ,___ +- --~-L· _· __ ,;_I ..J.,_L ;_' _...L._: __ L_/: _....1...--1---·- I I I I I I -- \ \ \ \ .,<',,?' \ •, -.--·-- L "' " 0 .c -~ ::;; C: 0 " :, V) E 0 "' m o> ~ 'O N 0 0 I a:: (.? I m m m m ,.._ / o> C: 'O t' ~ 0 -;; 0.. " C: 0 r------------------------------,.R:::E:::Vl:=EWE::=D:-,-------r---,-----,-------------------,----r=:-,-::-:-:::,--------..-------------------------------1~ l--+------1--------------------+-----l "~a_ I PREPARED BY: Michael Baker SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER m m m ,.._ 1------------------------.---------1/ 0 -r:'.".=:::::---"'SM"-t-=--:-:=---L:::.N'-l----+----+--------------------1----1 DATE __ 0'--'9.,_/-'--07_,_/""21____ ~--------1.g CHECKED: DATE· o. NC 09/07 /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF / _____________________________________________ ...._ ________________________ .....1 ___ ..:.:.;:~_.....;___;_....__.J.... ___ ..1... _________________ ..L... __ ..J.. ________ ....1. ___________________ ....L ______ .....JI 40 20 40 80 120 SCALE: 1"=40' 0 17 R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION STA 201+00 TO 225+50 GRADING PLAN C-7807-2 SE E S H E E T G R - 0 0 2 MA T C H L I N E S T A 2 0 1 + 0 0 MA T C H L I N E S T A 2 1 3 + 0 0 SE E B E L O W SE E A B O V E MA T C H L I N E S T A 2 1 3 + 0 0 MA T C H L I N E S T A 2 2 5 + 5 0 SE E S H E E T G R - 0 0 4 GR-003 LEGEND BREAKLINE 90 90 90 95 100 105 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 A 201+00.00 18.80 LT EL 92.22 A 201+50.00 18.88 LT EL 91.04 A 202+00.00 18.94 LT EL 90.16 A 202+50.00 18.98 LT EL 89.28 A 203+00.00 19.10 LT EL 88.66 A 203+50.00 19.20 LT EL 89.20 A 204+00.00 19.25 LT EL 89.99 A 204+50.00 19.35 LT EL 90.69 A 205+00.00 19.46 LT EL 91.90 A 205+50.00 19.57 LT EL 92.83 A 206+00.00 19.93 LT EL 93.71 A 206+50.00 20.14 LT EL 94.64 A 207+00.00 20.16 LT EL 95.53 A 207+50.00 20.21 LT EL 96.41 A 208+00.00 20.14 LT EL 97.30 A 208+50.00 20.19 LT EL 98.20 A 209+00.00 20.21 LT EL 99.06 A 209+50.00 20.16 LT EL 99.92 A 210+00.00 20.12 LT EL 100.82 A 210+50.00 20.11 LT EL 101.74 A 211+00.00 20.13 LT EL 102.64 A 211+50.00 20.11 LT EL 103.52 A 212+50.00 19.80 RT EL 105.23 A 212+00.00 19.76 RT EL 104.35 A 211+50.00 19.80 RT EL 103.50 A 211+00.00 19.78 RT EL 102.69 A 210+50.00 19.79 RT EL 101.80 A 210+00.00 19.74 RT EL 100.96 A 209+50.00 19.81 RT EL 100.04 A 209+00.00 19.82 RT EL 99.18 A 208+50.00 19.81 RT EL 98.35 A 208+00.00 19.72 RT EL 97.42 A 207+50.00 19.72 RT EL 96.55 A 207+00.00 19.77 RT EL 95.64 A 206+50.00 19.85 RT EL 94.78 A 206+00.00 19.83 RT EL 93.92 A 205+50.00 19.86 RT EL 92.96 A 205+00.00 19.68 RT EL 92.03 A 204+50.00 19.62 RT EL 90.48 A 204+00.00 19.68 RT EL 90.29 A 203+50.00 19.53 RT EL 89.28 A 203+00.00 19.47 RT EL 88.74 A 202+50.00 19.63 RT EL 89.38 A 202+00.00 19.59 RT EL 90.24 A 201+50.00 19.57 RT EL 90.97 A 201+00.00 19.48 RT EL 91.94 A 212+00.00 20.15 LT EL 104.48 A 212+50.00 20.07 LT EL 105.33 EXIST R/W EXIST R/W EXIST R/W EXIST R/W SEA W A R D R D EAST COAST HIGHWAY S E A W A R D R D 110 115 1 2 0 1 2 5 13 0 135 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00213+00 214+00 B 218+50.00 32.40 RT EL 116.34 B 218+50.00 19.98 RT EL 116.60 B 216+50.00 31.73 RT EL 111.01 B 216+50.00 19.80 RT EL 111.31 B 216+00.00 31.69 RT EL 110.04 B 216+00.00 19.87 RT EL 110.29 B 215+50.00 31.72 RT EL 109.13 B 215+50.00 19.95 RT EL 109.47 B 215+00.00 19.81 RT EL 108.24 A 214+00.00 19.70 RT EL 107.77 A 213+50.00 19.85 RT EL 107.02 A 213+00.00 19.81 RT EL 106.14 B 217+00.00 20.23 LT EL 112.29 B 218+00.00 20.17 LT EL 115.25 B 217+46.86 31.47 LT EL 113.44 B 217+50.00 31.55 LT EL 113.55 B 218+00.00 31.37 LT EL 114.99 B 218+50.00 31.41 LT EL 116.43 B 219+00.00 31.91 LT EL 117.97 B 221+00.00 19.86 LT EL 124.83 B 221+00.00 32.90 LT EL 124.71 B 221+50.00 19.78 LT EL 126.81 B 221+50.00 32.78 LT EL 126.67 B 222+00.00 19.76 LT EL 128.81 B 222+00.00 32.74 LT EL 128.65 B 222+50.00 19.68 LT EL 130.81 B 222+50.00 32.85 LT EL 130.59 B 223+00.00 19.71 LT EL 132.69 B 223+00.00 32.90 LT EL 132.45 B 223+50.00 19.76 LT EL 134.47 B 223+50.00 33.07 LT EL 134.15 B 224+00.00 19.74 LT EL 136.10 B 224+00.00 33.29 LT EL 135.84 B 224+50.00 33.34 LT EL 137.26 B 225+00.00 19.70 LT EL 139.04 B 225+00.00 33.33 LT EL 138.69 B 221+00.00 20.21 RT EL 124.74 B 220+50.00 20.12 RT EL 122.89 B 218+00.00 20.10 RT EL 115.19 B 225+00.00 32.97 RT EL 138.73 B 218+00.00 32.27 RT EL 114.92 B 217+00.00 19.85 RT EL 112.39 B 217+00.00 31.73 RT EL 112.13 B 217+50.00 19.95 RT EL 113.74 B 217+50.00 32.29 RT EL 113.36 B 219+00.00 32.55 RT EL 117.75 B 219+00.00 20.08 RT EL 118.06 B 219+50.00 20.06 RT EL 119.60 B 219+50.00 32.49 RT EL 119.26 B 220+00.00 20.08 RT EL 121.18 B 220+50.00 32.50 RT EL 122.69 B 220+00.00 32.53 RT EL 120.88 B 224+00.00 32.99 RT EL 135.81 B 223+50.00 32.85 RT EL 134.23 B 221+00.00 32.64 RT EL 124.51 B 221+50.00 32.73 RT EL 126.50 B 223+00.00 32.83 RT EL 132.54 B 222+00.00 20.21 RT EL 128.74 B 222+50.00 32.70 RT EL 130.53 B 222+00.00 32.73 RT EL 128.57 B 221+50.00 20.22 RT EL 126.72 B 222+50.00 20.28 RT EL 130.73 B 222+72.45 20.34 RT EL 131.61 B 224+50.00 19.71 LT EL 137.58 B 224+50.00 33.19 RT EL 137.26 B 218+50.00 19.91 LT EL 116.60 B 219+00.00 19.98 LT EL 118.09 B 219+50.00 20.01 LT EL 119.65 B 220+00.00 20.03 LT EL 121.28 B 220+50.00 19.87 LT EL 122.97 B 219+50.00 32.35 LT EL 119.43 B 220+00.00 32.67 LT EL 121.06 B 220+50.00 32.84 LT EL 122.80 B 217+50.00 20.13 LT EL 113.76 A 213+00.00 20.03 LT EL 106.16 A 213+50.00 19.86 LT EL 107.02 B 215+00.00 20.00 LT EL 108.14 B 215+50.00 20.19 LT EL 109.13 B 216+00.00 20.36 LT EL 110.11 B 216+50.00 20.37 LT EL 111.12 A 214+00.00 19.79 LT EL 107.64 EXIST R/W EXIST R/W MO R N I N G CA N Y O N R D EAST COAST HIGHWAY MO R N I N G CA N Y O N R D RECORD DRAWINGS The:.se Rt;;:ccr d D:owlng~1 hcve be-en p 1·eµu r-ed bo::::,ed 01~ {h;5 be st ,:;1voiioble in T(,;rrncl kin. WJ-iilo;;: this inforrnotiori is believed to be nelioble, City of I\J~wport 8eoc.h is not re sponsible for its: occ\.Jrocy, nN thtc t,rrors ot· om issions which moy or· mq,1 not 1~1cJV-e b€en lr1corpornted In to tl·1ee¢ plone. 0 --- t=====~===~:~==~=~~;~:=::7;::::::::::::::~" ;:--""--J,--, __ ---__ ---__ ==-=--===----------l---- ~/ ------- \ T J_ ', ----\ / / / / / --' -___ /-/ L PREPARED BY: Michael Baker I I I I •, -- ---',. . ,--- ---',. -\ .,- b . -- -1 _ _.,----~ ;----,. --·---. -,--- - --(- / I . . . . . . ~ _\\_ '-- + I -I- I ' -+-' ' ' -/-'- - REVIEWED: 1---+-----+------------------+------l"~a_ SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER r::-:=:=::-....:S::.:M+:-:--::::----'='LN"-i---+-------l--------------------t------l DATE __ 0'--9,.._/0'--7.,__/2c...1 __ _ CHECKED: NC DATEi:Jg/o? /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED / -: \ / / SHEET "" "' 0 ,C C.) ~ C: 0 "' :, Vl E 0 - 0 -N '--N N '--Ol 0 o> ~ 'O "' 0 0 I a:: (.? I Ol Ol Ol Ol ,.._ / o> C: 'O 0 L (.? / > 0 / ;;,: 0.. "' C: 0 L t-/ 0 0 < ~ Ol Ol Ol Ol ,.._ / 0 -0 'O Q, OF / I 40 20 40 80 120 SCALE: 1"=40' 0 18 R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION STA 225+50 TO 249+50 GRADING PLAN C-7807-2 MA T C H L I N E S T A 2 4 9 + 5 0 SE E S H E E T G R - 0 0 5 SE E S H E E T G R - 0 0 3 MA T C H L I N E S T A 2 2 5 + 5 0 MA T C H L I N E S T A 2 3 7 + 5 0 SE E B E L O W SE E A B O V E MA T C H L I N E S T A 2 3 7 + 5 0 GR-004 LEGEND BREAKLINE 140 140 145 145 145 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 B 228+50.00 19.25 LT EL 144.84 B 229+00.00 19.38 LT EL 145.10 B 229+50.00 19.40 LT EL 145.19 B 230+00.00 19.23 LT EL 145.32 B 230+50.00 19.19 LT EL 145.38 B 231+00.00 18.97 LT EL 145.37 B 231+50.00 19.09 LT EL 145.23 B 231+56.14 32.89 LT EL 145.41 B 232+00.00 19.00 LT EL 144.91 B 232+00.00 32.57 LT EL 145.25 B 232+50.00 19.36 LT EL 144.54 B 232+50.00 32.70 LT EL 144.99 B 233+00.00 32.99 LT EL 144.65 B 233+00.00 19.75 LT EL 144.20 B 233+50.00 20.15 LT EL 143.78 B 233+50.00 33.40 LT EL 144.24 B 234+00.00 20.38 LT EL 143.29 B 234+00.00 34.34 LT EL 143.70 B 234+50.00 20.69 LT EL 142.77 B 234+50.00 36.10 LT EL 143.21 B 235+00.00 20.85 LT EL 141.94 B 235+00.00 38.17 LT EL 142.34 B 235+50.00 39.46 LT EL 141.37 B 236+00.00 40.14 LT EL 140.62 B 236+50.0 0 41.15 LT EL 139.95 B 237+00.0 0 41.95 LT EL 139.34 B 235+50.00 20.89 LT EL 141.15 B 236+00.00 20.88 LT EL 140.49 B 236+50.00 20.95 LT EL 139.96 B 237+00.0 0 20.86 LT EL 139.38 EL 138.92 B 225+50.00 19.73 LT EL 140.20 B 226+00.00 19.57 LT EL 141.26 B 226+50.00 19.50 LT EL 142.20 B 227+00.00 19.51 LT EL 143.14 B 227+50.00 19.53 LT EL 143.83 B 228+00.00 19.32 LT EL 144.38 B 225+50.00 33.21 LT EL 139.92 B 226+50.00 33.15 LT EL 141.93 B 227+00.00 33.33 LT EL 142.89 B 227+50.00 33.50 LT EL 143.56 B 227+55.55 33.49 LT EL 143.61 B 226+00.00 33.22 LT EL 140.91 B 227+16.91 33.45 RT EL 143.12 B 227+00.00 33.37 RT EL 142.88 B 226+50.00 33.24 RT EL 142.01 B 226+00.00 33.17 RT EL 141.01 B 225+50.00 32.91 RT EL 139.89 EXIST R/W EXIST R/W CA M E O HI G H L A N D S DR CA M E O SH O R E S RO A D EAST COAST HIGHWAY 13 5 133134 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 B 244+00.00 6.61 LT EL 134.56 B 244+50.00 6.48 LT EL 134.44 B 245+00.00 7.29 LT EL 134.26 B 245+50.00 7.59 LT EL 134.07 B 246+00.00 7.62 LT EL 133.89 B 246+50.00 7.71 LT EL 133.71 B 247+00.00 7.65 LT EL 133.57 B 247+50.00 7.55 LT EL 133.39 B 248+00.00 7.59 LT EL 133.26 B 248+50.00 7.63 LT EL 133.07 B 249+00.00 7.63 LT EL 132.85 B 237+50.00 42.66 LT EL 138.80 B 238+00.00 20.29 LT EL 138.48 B 238+00.00 42.87 LT EL 138.15 B 238+50.00 19.85 LT EL 138.03 B 238+50.00 43.81 LT EL 137.65 B 239+00.00 19.70 LT EL 137.56 B 239+00.00 43.96 LT EL 137.19 B 239+50.00 19.62 LT EL 137.10 B 239+50.00 43.94 LT EL 136.74 B 240+00.00 19.59 LT EL 136.66 B 239+97.07 44.03 LT EL 136.31 B 240+50.00 19.55 LT EL 136.19 B 238+00.00 8.14 LT EL 138.55 B 237+91.93 8.18 LT EL 138.60 B 238+50.00 7.94 LT EL 138.20 B 239+00.00 7.91 LT EL 137.76 B 239+50.00 7.78 LT EL 137.21 B 240+00.00 7.59 LT EL 136.75 B 240+50.00 7.54 LT EL 136.28 B 241+00.00 7.54 LT EL 135.96 B 241+50.00 7.53 LT EL 135.55 B 242+00.00 7.52 LT EL 135.26 B 242+50.00 7.57 LT EL 134.99 B 243+00.00 7.48 LT EL 134.77 B 243+50.00 7.49 LT EL 134.63 B 237+50.00 20.73 LT EL 138.92 EXIST R/W EXIST R/W EXIST R/W PE L I C A N PO I N T D R EAST COAST HIGHWAY PE L I C A N PO I N T D R RECORD DRAWINGS lhes1= Ri;;:c:ord D!-ow1r,g~; hC\'e b~en prq~_.u,ed bu;;:ed on th:;:; best c;1vuiiubl1;:: in fQrm~tlon_ Whi l~ th j;;: inforrnotior. is bEcli<2cved to bB r<;!licble, City of I\J,:cwport Beach i~ not responsible; fo r its occuracy, nN th.:. t:-rrors or omtssion~ which moy or-rna:1 not have b e-en lr1corpor\1te-d Into thee~ plorLs, • - --.~/ - -----, ...,L_ --//' -/~.,___ -- / \ ------ C .. - 1 I I ' ) ----- u - ( I X I -1!!1 i=i \ ----; " V ,,, .... V .. . ---l. • .. ,, t, 'H V )t ----' --'-' Cl .. --.. -.. . I ., . --. - - • • ---- -~ -X-X--X-X X --x-x--x -><--x--x - .. -----1--------------x__J ~Q~ ~ -1/M □ - • ,----; t---- i:---____:::_, --11---- ~ 1~-----r--,-c:::1:___~ -____ // - n a D•.J:::f' . -------------,.----------------------------- ------------------------- --------------- -,,__ - -_,_ - ----;•-----~------------~--~ ,__ - -.... ,.. - ----,__ - -_,,.. - - --= --,___ --------I f---- ----- ,_ -------------------___ __, = ' I ~ a - ----- • - - -f------- E 0 a, N 0 o> ~ "O -st' 0 0 I a:: (.? I a, a, a, a, ,.._ / o> C "O t' ~ 0 -;; Q. "' C 0 r------------------------------,.R:::E::-:Vl:=EWE::=D:-:-------r---,------,-------------------,----r=:-,-::-:-:::,--------..--------------------------------1~ l--+-------1--------------------+----l"~a_ I PREPARED BY: Michael Baker SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER a, a, a, ,.._ 1------------------------.----------1/ 0 -r:'.".==:-:::::----"'SM"-t7".".=---L:::.N'-l----+----+-------------------I----I DATE __ 0'--'9-'-/-'-07_,_/""21____ ~---------1.g CHECKED: DATE· o. NC 09/07 /21 NO. DATE DESCRIPTION OF REV1SIONS APPROVED SHEET OF / _____________________________________________ .._ ________________________ ---1 ___ ..:.:.;:~ _ __;__;_..,__.1.-___ ..f....-----------------..L...--....I..--------....I.-------------------....I.------.....JI 40 20 40 80 120 SCALE: 1"=40' 0 19 R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION STA 249+50 TO 266+49.69 GRADING PLAN C-7807-2 SE E S H E E T G R - 0 0 4 MA T C H L I N E S T A 2 4 9 + 5 0 MA T C H L I N E S T A 2 6 0 + 0 0 SE E B E L O W SE E A B O V E MA T C H L I N E S T A 2 6 0 + 0 0 GR-005 LEGEND BREAKLINE 125 125 125 1 3 0 12 8127126 1 2 6 12 7 12 8 1 2 9 13 1 132 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 B 249+50.00 7.69 LT EL 132.71 B 250+00.00 7.72 LT EL 132.56 B 250+50.00 7.64 LT EL 132.26 B 251+00.00 7.66 LT EL 131.76 B 251+50.00 7.62 LT EL 130.95 B 252+00.00 7.62 LT EL 130.09 B 252+50.00 7.65 LT EL 129.14 B 253+00.00 7.60 LT EL 128.15 B 253+50.00 7.71 LT EL 127.19 B 254+00.00 7.53 LT EL 126.34 B 254+50.00 7.45 LT EL 125.78 B 255+00.00 7.65 LT EL 125.49 B 255+50.00 7.69 LT EL 125.26 B 256+00.00 7.61 LT EL 125.14 B 256+50.00 7.52 LT EL 125.09 B 257+00.00 7.56 LT EL 125.17 B 257+50.00 7.46 LT EL 125.37 B 258+00.00 7.49 LT EL 125.83 B 258+50.00 7.59 LT EL 126.46 B 259+00.00 7.96 LT EL 127.08 B 259+50.00 8.84 LT EL 127.73 EXIST R/W EXIST R/W EXIST R/W EXIST R/WEXIST R/W EAST COAST HIGHWAY 130 131 132 130 129 260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 B 260+00.00 9.29 LT EL 128.40 B 260+50.00 9.64 LT EL 129.09 B 261+00.00 9.66 LT EL 129.72 B 261+50.00 9.59 LT EL 130.31 B 262+00.00 9.56 LT EL 130.96 B 262+50.00 9.55 LT EL 131.56 B 263+00.00 5.43 LT EL 132.22 B 263+50.00 5.51 LT EL 132.59 B 264+00.00 5.52 LT EL 132.85 B 264+50.00 5.49 LT EL 133.11 B 265+00.00 5.43 LT EL 133.14 B 265+50.00 4.23 LT EL 132.96 B 266+00.00 0.71 LT EL 132.72 B 266+46.68 2.58 RT EL 132.49 B 266+50.00 2.58 RT EL 132.47 B 265+30.64 5.60 LT EL 133.06 EXIST R/W EXIST R/W EXIST R/W NE W P O R T CO A S T DR ST A T E PA R K EAST COAST HIGHWAY RECORD DRAWINGS Thi::se Ri;;;cord Di·owing ;; hqve bo;e~ p1·epur~d bq~t;::d en i.h~ be;~d. ,:;1vqii<;,Jble lnfQrrnolii;)n. WJ-i il>;;: this information i:s believed to be rd iqble, City of I\Jo;:wporl Beach i:5 not r~:spo11~iblc:;, fo, ih occurncy, nor· til t:' t:r rors ot· om issi<Jns which may or may not 1·1ove b-een lncorpor-:::1ted Into t1·1ese plons. a /--- _\_ ]- ------• ~ PREPARED BY: Michael Baker / .--'. . / L_ I I I I / / / . () / "D • 1 1 • • t ~ ~ -- I REVIEWED: SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: -- a .... -I • ) , / 1---+------+------------------+------l"~a_ BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER r::-:=:=::-....:S::.:M+:-:--::::----'='LN"-i----+-------l----------------------l-------l DATE __ 0'-9,..../0'-7.,_/2c...1 __ _ CHECKED: NC DATEi:Jg/o? /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED / ,:,< '" " ..c: -~ ::. C " '" ::, (f) E " a, ... 0 -N '--N N '--a, 0 o> ~ 'O I{) 0 0 I a:: (.? I a, a, a, a, ,.._ / o> C 'O " L (.? / > 0 / ;;,: 0.. '" C " L t-/ 0 0 < ~ a, a, a, a, ,.._ / " -" 'O Q_ SHEET OF / I CURB RAMP # 1 SCALE: 1" = 5' SEE SHEET ST-001 R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 20 CONSTRUCTION DETAILS CURB RAMP #2 SCALE: 1" = 5' SEE SHEET ST-002 CURB RAMPS # 3 & 4 SCALE: 1" = 5' SEE SHEET ST-002 CURB RAMPS # 5 & 6, AND CROSS GUTTER SCALE: 1" = 5' SEE SHEET ST-002 C-7807-2 LINE/CURVE DATA TABLE CD-001 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE SIDEWALK PER CNB STD-180 CONCRETE CURB AND GUTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CROSS GUTTER PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 ADJUST MANHOLE TO GRADE REPLACE PULL BOX AND ADJUST TO GRADE SAWCUT EXISTING PAVEMENT INSTALL NEW MANHOLE FRAME AND COVER PER CNB STD-318 AND STD-321 REMOVE AND REINSTALL ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 4" BASE AND 2" FINISHED COURSES UP TO MEET FINISHED GRADE CONCRETE SPANDREL PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 1 2 3 6 8 10 11 12 19 20 23 34 35 EAST COAST HIGHWAY GO L D E N R O D A V E FE R N L E A F A V E EAST COAST HIGHWAY HE L I O T R O P E A V E EAST COAST HIGHWAY EAST COAST HIGHWAY IR I S A V E N U E 164+08.77 49.28 LT 108.95 FS 11)-.Wlfill!LMl::l 164+03.95 51.54 LT (109.18) FS JOIN EXIST 164+05.63 46.80 LT 108.85 FS 164+06.74 42.45 LT (108.62) FS J 164+16.91 51.33 LT (108.90) TC ( 108. 12) FL JOIN EXIST ~ (2.2%) 164+16.93 49.64 LT 108.86 TC 108. 13 FL JOIN EXIST ~ ( p •. / 164+18.94 51.30 LT (108.34) LIP JOIN EXIST l 19 34 \\I~ 1 JL_ -164+03.89 42.47' LT (108.68) FS UTILITY 12 BOX RAMP #2 CASE "H" lO I I 164+14.87 : J LL -• 1 STREE LIGHT FO UTILITY 1 BOX 41.54' LT 108.20 TC 108.20 FL ~ SEWER MH 11 20 (OCSO) 164+06.72 38.17' LT (108.48) TC ( 107 .88) FL JOIN EXIST 164+06.71 35.99' LT 164+08.67 38.20' LT 108.48 TC 107.96 FL 39.06' LT 108.08 TC 108.08 FL ( 107. 97) LIP JOIN EXIST 160+37.36 50.06 LT -(110.45) FS- 160+46.21 54.83' LT (110.17) FS 160+42.51 I 54.83 LT ( 110. 24) FS \ .. 160+43.50 .48.06 LT 0 110.29 FS -\' 160+46.21 54.97' LT (110.18) FS 1 STOP SIGN 50.83' LT 110.21 FS (4.8%) FO LINE 2 1160+56.45 151.43 LT (109.83) TC 1 (109.02) FL JOIN EXIST I 109.65 TC 109.09 FL 160+42.78 44.17' LT (110.17) FS 160+37.43 44.06 LT (110.21) FS ·~·~ .. --. 160+56. 20 BCR 20.48' LT 109.11 FL ~---! \I BOX ~I ~ -T _ _1 -LIGHT :~--L.L.l~C---~ ~38.08 LT (109.83) TC (109.36) FL JOIN EXIST RECORD DRAWINGS 160+54.47 42.42' LT 109.28 TC 109.28 FL \160+51.88 39.65' LT 109.34 TC 109.34 FL 160+46.30 ECR 37.89' LT 109 .33 FL The.st Record Drnwing~; hc ~re bt:-en preµu.r~d bu:Jed on ih t best c1vuliuble :n forrna tion _ Wh ile th is informa tior, is b-elieve-D to b~ re liable, City of l'ckiwport Be ach Is not re sponsible for its occuracy. nor t11~ 8t-rors 01· om issions which m-ay or· may nc-t 1~,ave been ln corpor-c1ted in to th ese plor:s. RAMP #1 10 CASE H 19 34 FO LINE 2 l....._----- 167+86.63 62.67 LT (111.47) FS JOIN EXIST 167+86.63 55.56 LT (111.33) FS JOIN EXIST 111.14TC PRIVATE SIGN RETAINING CURB~~ 167+79.42 49.45 LT (111.42) FS JOIN EXIST 12 TRAFFIC UTILITY BOX ~ • I ' I I I I I ' 3 167+93.85 62.75 LT (111.23) T ( 111. 60) FL JOIN EXIST ~ 23. STOP . SIGN l \) ,-;:--,_ . \ ·• a.1< • I . 167+80.97 42.08 LT (111.00) FS JOIN EXIST 167+83.51 42.08 LT -~.' / u . I ~ . 1· V " .. II V • ,-. • ': .'\ 1:/ ( 110. 95) FS JOIN EXIST 1 STREET LIGHT 167+83.56 / 38.05' LT (110.80) TC (110.17) FL JOIN EXIST 167+83.58 35.88 LT (110.27) LIP JOIN EXIST 167+94.85 54.77 LT (111.00) TC (110.42) FS JOIN EXIST 167+94.87 53.32 LT 110.72TC 110.41 FS 167+91.92 41.16' LT 110.30 TC 110.30 FL FO LINE 2 167+85.38 ECR 37.94 LT 110.83 TC 110.20 FL 171+34.15 49.48 LT 96.55 TC 95.91 FS 167+94.82 55.65 LT (110.44) LIP JOIN EXIST 167+94.87 BCR 48.56 LT 110.51 TC 110.31 FL 167+94.13 44.61 LT 110.35 TC 110.35 FL 19 34 171+33.94 59.48 LT (96.61) TC (96.61) FS JOIN EXIST 96.80 TC 96.26 FS RETAINING CURB 171+24. 16 49.80 LT ---------1 97.38) TC (97.38) FS JOIN EXIST 1 . 110.54 FL 110.68 LIP JOIN EXIST '' 168+24.61 51.71'LT ( 111. 11 ) TC ( 110.53) FL JOIN EXIST ( 1 . 5%) - 168+34.30 51. 79 LT (111.25) FS JOIN EXIST 168+34.57 47.51 LT 111.14 FS 168+38.85 51.78' LT (111.25) FS JOIN EXIST {111.16) FS "'· -.l a" . ~ 1f:~!: Lt~ A //~ (111.06) FS 110.42 FL _/C/,•',•'-i, . 1 ~ / -:l~n~~~+~9~§'7iL::it!<-0--~\\~\--1>~§;J c: ✓-·b /"'" ~ : 110.36 FL I>" ·• 10 RAMP 4 CASE "H" ~-. : 6,0JtA C..--r<:8+37. 28 44.34' LT 111.03FS 23 SIGN 168+38.94 37.98 LT ( 110. 75) TC (110.12) FL JOIN EXIST -/FO LINE®_ 168+28.82 40.50 LT 110.35 TC 110.35 FL r--.....,;w _ _J \ 168+38.97 35.81' LT \( ,,. ~ 0 V • ...... 11 I 171+38.58 59.55' LT (96.52) TC (96.52) FS JOIN f XIST . . I I I .,._,_ RETAINING CURB LI- 168+35.97 EC . 1 LT 110.82 TC 110.20 FL 96.39 TC 95.72 FS 171+43.61 49.80' LT (96.28) TC (95.60) FL JOIN EXIST 110. 75 TC 110.15 FL (110.22) LIP JOIN EXIST REMOVE EXISTING TREE, STUMP AND GRIND, GRADE NEW TREE WELL, 5'x5' 94.51 LIP JOIN EXIST 19 34 171+74.99 42.93 LT 94.08 TC 94.08 FL EXIST CROS GUTTER V ---- 93.83 FL A 0 0 0 0 0 0 0 0 0 0 0 0 0 v· 171+73.66 • (94.41) TC (95. 10) FL 'JOIN EXIST . ~ A @ @ @ @ ® @ ® t> BEARING/DELTA RADIUS 87°53'48" 10.94' 84°50'45" 9.24' 86°36'08" 10.65' 88°26'02" 11 . 92' 87°43'54" 12.35' 92"32'20" 9.90' 171+83.44 (94.60) FS JOIN EXIST 171+83.46 50.19 LT (94.38) FS 171+86.32 . 1 L (94. 13) FS JOIN EXIST 171+79.89 47.62 LT 94.57 FS 171+82.66 44.73 LT 94.23 FS 171+86.38 38.32 LT (93.50) TC (92.82) FL JOIN EXIST LENGTH 16.79' 13.69' 16. 10' 18.39' 18.91' 15.99' ----lU~Itil L..,I_i_TYL...,(Dl BOX 171+24.35 35.87' LT (96.72) LIP JOIN EXIST L~L...2(:_ __ l__---¥~'--+_:,,_----"~4~------.,~L..--\--l--.L:.L-__ __:,_ _ _.L:__~~-~---'71--....:>.f----1<:....lr__,.,~3.20 FL PREPARED BY: Michael Baker 171+28.62 37.92' LT 96.93 TC 96.72 FL JOIN EXIST REVIEWED: SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 171+34.94 38.44 LT (96.66) TC (95.98) FL JOIN EXIST FO LINE 2 171+77.72 93.69 TC 93.69 FL 35 1---+-----+------------------+------l"~a_ BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER r::-:=:=::---'S::.:M+:-:--::::---""LN"-i---+------1--------------------1------l DATE __ 0'-9,_/0'-7.,_/2c...1 __ _ CHECKED: DATE· NC 09/07 /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED FO LINE 2 l....._----- -"' "' 0 .c C.) ~ C: 0 "' :, Vl E 0 0 I') IX) ~ N ' N N ' CJ) 0 "' ;o 'O ~ 0 0 I 0 u I CJ) CJ) CJ) CJ) ..... / 0 -" 0 / > 0 / ;;,: Q. "' C: 0 L t--/ 0 0 < ~ CJ) CJ) CJ) CJ) " / 0 -0 'O Q_ SHEET OF / I R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION CONSTRUCTION DETAILS SEE SHEET ST-003 SCALE: 1" = 5' SEE SHEET ST-003 C-7807-2 21 SCALE: 1" = 5' LINE/CURVE DATA TABLE CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE CROSS GUTTER PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 ADJUST MANHOLE TO GRADE REPLACE PULL BOX AND ADJUST TO GRADE SAWCUT EXISTING PAVEMENT INSTALL NEW MANHOLE FRAME AND COVER PER CNB STD-318 AND STD-321 REPLACE UTILITY VALVE AND ADJUST VALVE COVER TO GRADE REMOVE AND REINSTALL ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 4" BASE AND 2" FINISHED COURSES UP TO MEET FINISHED GRADE CONCRETE SPANDREL PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 1 2 8 10 11 12 19 20 22 23 34 35 CD-002 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR CURB RAMPS # 9 & 10, AND CROSS GUTTER CURB RAMPS # 7 & 8, AND CROSS GUTTER SCALE: 1" = 5' SEE SHEET ST-02 CURB RAMPS # 11 & 12, AND CROSS GUTTER JA S M I N E A V E EAST COAST HIGHWAY EAST COAST HIGHWAY LA R K S P U R A V E EAST COAST HIGHWAY M A R I G O L D A V E 178+83.26 60.96' LT 99.84 TC 99.84 FS -~ ~~cc-~~ ~-~ JOIN EXIST 178+8 ~ ·48 ~ -RETAINING ~' 53.20 LT URB 99.45 TC 98.53 FS 178+78. 12 50.51 LT 99.24 TC 98.23 FS ~-~~ 178+73.00 49.52 LT (99.00) TC (99.00) FL JOIN EXIST -------178+72. 98 38.25 LT (98.19)TC (97.55) FL JOIN EXIST 175+12.37 55.81' LT (88.38) TC (88.38) FS JOIN EXIST FO LINE 2 RETAINING CURB 175+1~.59 =~-- ~> -->~----<'"i~: f~ ~~ T I (97.75) LIP JOIN EXIST ' I I I STOP SIGN ~······· • I I I [> I IJ. __ -1>-----.6.1 ' ~ I> /1 ··--· ••••• ·····.~ ... ,:-,· tr, ' ~' ·.1 , /1 I RAMP #9 10 . CASE "F". . • 175+16.22 55.74' LT (88.34) TC (88.34) FS JOIN EXIST 87.57 TC 85.11 FL STOP 1 SIGN 175+21.05 49.59' LT (87.57) TC (86.98) FL 175+10.20 49.91 LT _______ (87.32) TC (87.32) FS JOIN EXIST ~==::;::;:*::::f'1~--i's~1-'10 IN EX I ST 175+10.54 I> (99.19) LIP JOIN EXIST 178+91 .68 63.99' LT (99.64) TC (99.04) FL JOIN EXIST 19 34 178+89.65 47.52' LT 98.31 TC 98.31 FS (98.08) LIP JIN EXIST SEWER MH 1 1 20 (OCSD) 88.71 LIP JOIN EXIST 175+51.07 58.09' LT 89.19 TC 88.55 FL 19 34 175+53.78 44.17' LT 88.31 TC 88.31 FL 44.25 LT (86.83) TC (86.83) FS JOIN EXIST RAMP 7 CASE "E" lO CD UTILITY BOX RETAINING CURB ~ \.!./ LIGHT ---(86.58) FL --. 19 34 FO LINE 2 RECORD DRAWINGS 86.00 fl 85-:gO FL (86.15) SEWER MH 1 1 20 (DCSD) rhe~.se Ri;;:corci Drow;r,g~; hc·.'e b,s,en prepared bc.ised en i.he bed i:.1vailoble in forrnclion . Wi1il12 lhi:s informatio11 is be:liE:veci b) be reliable, Ci ty of hlewport Beach is nol responsible: for its occuracy, nor U1t: 'orrors ot· omtssfon::; wrdch may or may not 1·1av-e been ln cor-pornted into tl·1 ese plc-ns. I> t> .• {:,. I> 175+56.56 41.24 LT 88.25 TC 88.25 FL 19 34 /1 35 179+25.92 58.41' LT (99.59) TC (99.02) FL JOIN EXIST JOIN EXIS 179+27.62 4 . 98.84 TC 98.84 FL 175+50.97 62.79 LT (89.27) TC 3.0% (88.63) FL JOIN EXIST ·• ' [> /1 • I> ' /1 • \ I I ' [> t>.o • I \I ,1 (2.9%) ·1'~.': "'11179+34.75 r> I 51.79' LT ··/ •. 99.52 TC 9.03 FS I /) [> I I FO LINE 2 175+61.35 62.94' LT (89.57) FS JOIN EXIST /1 I I I I I ' I I I I I I (89.32) FS JOIN EXIST 175+61 .06 52.02 LT 89.23 FS /1 179+34.69 58.45 LT (98.83) TC (98.83) FL JOIN EXIST PHONEBOOTH 179+34.85 48.95 LT 99.50 TC 98.82 FS 179+38.11 49.45 99.54 TC 98.99 FL /1 ' [> ·• 179+42.42 ' /1 /) • /1 179+30.26 40.89' LT 98.79 TC 98.79 FL ... lr ... 48.95 LT (99.51) TC (99.51) FS ~ &<! r-- .., ~ 98. 72) LIP (89.35) FS JOIN EXIST 175+71. 57 50.55' LT (89.52) FS JOIN EXIST • t,._· /1 [> 175+64.02 .~ STREET 23 · 49.28 LT 89.23 FS SIGN '' •· I> /1 l • • .I> '7 ' /1 . --:..-:._--:.._--• 175+71. 76 37.89' LT (88.61) TC (87.99) FL 175+67. 17 JOIN EXIST FO LINE 2 38.11' LT 88.19 LIP 88.71 TC JOIN EXIST 88.06 FL REVIEWED: 2 FO 185+59.30 LINE 51.28'LT (101.61) FS 185+56.52 50.34 LT , -----( 101.50) FS 1 185+60.58 46.55 LT 101.22 FS 100.49 FS TRAFFIC 12 UTILITY BOX 100.97 --Fs I 1 STREET 1 ---==-LIGHT -. ,'. ' 184+58.31 />j' 37.86' LT (100.78) TC ( 100. 18) FL JOIN EXIST I I I I I I I I I I I I I I ,I " 1' ,, ,, ,, ,\ " I' ,, ,, ,, ,, " ,, ,, " " " 'I ,, \, \\ CD STOP 1,1, I I I I 185+69.50 51.86 LT (101.44) TC ( 100.86) FL 101.40 TC 186+00.72 49.20' LT (101.83) TC ( 101.22) FL JOIN EXIST 101.77 TC 101.22 FL 1 SIGN"" ,,,,,,, ,, --~-~(=1 =· 8=%~l=~"'"lr-;;:ris:::-n " l---,19 34 4 A © ® @ @ 3 ® ® 100.99 LIP JOIN EXIST185+67.88 186+01.84 l--+-i 43. 16 L T----"143'<-._ 5:rio~· 1L1T,-.....:~<::',) ,...?.--100.70 TC 101.31 TC 185+64.96 40.09' LT 100.40 TC 100.80 FL 4 BEARING/DELTA 87°58'25" 84°56'51" 104•49'55• 97' 36 '45" 96°14'30" 80' 40' 10" 100. 70 FL 101 .31 FL EXIST CROSS GUTTER (100.51) LIP RADIUS LENGTH 12.00' 18.45' 12.00' 17.79' 20.00' 36.60' 12.37' 20.44' 11 . 41 ' 19. 17' 9.56' 13.46' 0 0 0 0 0 0 0 0 0 0 0 0 186+04.61 40.05 LT 101.31 TC 101.31 FL PREPARED BY: 1---+-----+-------------------+-----l"~a_ Michael Baker SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER 1---------S~M:...+--------=LN-'-l---+-----l------------------+------l DATE __ 0_9~/0_7~/_21 __ _ CHECKED: NC DATEi:Jg/o? /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED 101 .87 TC 101 .39 FL <I 186+10.88 49.73 LT ( 102. 10) FS 186+14.95 49.85 LT (102.23) FS 186+14.44 -41.86' LT- 102. 10 FS .\( 101 .60) LIP JOIN EXIST SHEET OF -"' " " .r:. .!e :::;; C " " ::, VJ E " I{) .., <Xi ~ N '-N N '-0) 0 "' :. 'O N 0 0 I 0 u I 0) 0) 0) 0) r-- / " -" 0 / > 0 / ;;,: 0.. " C " L t-/ 0 0 < ~ 0) 0) 0) 0) " / " -" 'O Q_ / I R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 22 CONSTRUCTION DETAILS CURB RAMPS # 15 & 16 SCALE: 1" = 5' SEE SHEET ST-004 CURB RAMP # 17 SCALE: 1" = 5' SEE SHEET ST-004 CURB RAMPS # 13 & 14 SCALE: 1" = 5' SEE SHEET ST-003 CURB RAMP # 18 SCALE: 1" = 5' SEE SHEET ST-004 C-8707-2 LINE/CURVE DATA TABLE CD-003 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 REPLACE PULL BOX AND ADJUST TO GRADE REPLACE PULL BOX WITH CNB STD-204 AND ADJUST TO GRADE SAWCUT EXISTING PAVEMENT REMOVE AND REINSTALL REMOVE BRICK PAVERS BY HAND. RESET BRICK AFTER CONCRETE CONSTRUCTION IS COMPLETED ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 4" BASE AND 2" FINISHED COURSES UP TO MEET FINISHED GRADE CONCRETE SPANDREL PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 1 2 10 12 18 19 23 27 34 35# 1 5 EAST COAST HIGHWAY NA R C I S S U S A V E N U E MA R I G O L D A V E EAST COAST HIGHWAY OR C H I D A V E EAST COAST HIGHWAY OR C H I D A V E N U E EAST COAST HIGHWAY (106.76) LIP JOIN EXIST STREET SIGN -=----=--= 188+67.37 57.84' RT (107.39) FS 188+73.60 54.51' RT 107.21 FS 185+73.01 45.38 RT (106.68) TC (106.21) FL JOIN EXIS=T~_ I 7 I 71 i UTILITY 7~-~ ~ N 185+77.75 51.43' RT 100.83 FS (100.94) FS 101.05 FS 45.26' RT (107.00 TC) (106.60 FL) JOIN EXIST RAMP #15 CASE "H" 10 106. 65 ,,-iF=fL~~~ -1□6.62 -- FL 188+77.49 , _J--'/r--50. 72' RT " 106.83 TC ( 1. 9%) (100.35) LIP JOIN EXIST 185+76.71 45.49' RT 100.68 TC 100.34 FL <J • / ;<,i. • 4 ~". ,_:; <J <:,· • G ? .• L!.. • A / .A 185+80.31 -.54.03 RT 100.92 FS ' I I I I I ' I I I I I ' I I I I I I ' I I I I I (0.6%) 186+86.53 56.51' RT 101.00 TC 100.62 FL JOIN EXIST t<---~106.83 FL -- ( 106. 79) LIP 19 34 188+79. 54.86'RT 106.83 TC 106.76 FL 106.96 JOIN EXIST 188+79.62 58.01' RT (107.16 TC) (106.91 FL) JOIN EXIST 185+80.92 47.16 RT 100.50 TC 100.50 FL 100.62 LIP JOIN EXIST 100.50 FL 100.54 FL JOIN EXIST .65) LIP EXIST l'-~- i---1.19 34 185+83.85 49.80' LT 100.56 TC 100.56 FL 185+85.98 53.77' RT 100.83 TC 100.63 FL 100.70 LIP JOIN EXIST RECORD DRAWINGS Tht:5f.: Rt::ccrd Di-ow;r,g ;; hcve b~eri p1-e1,:iur~d b1J:::a:::d on ih:;; br;::,d. ,:;1vuilab lc inforrnction. Wh ile this in forrn otiori is believed t o be nelicble, City of l\lo;wport 8eoch is not rl'.:spon sibl.=;, for it:s occ t.ffacy, nor· thE: &r rors or· om issiQns which moy or may not have b-een lncorpor-:::1ted Into tl·1ese plons. 189+13.60 48.48' RT 107.00 TC) 107.00 FL) 106.92 LIP JOIN EXIST 46.57' 107.00 TC 107.28 FL 19 34 107.05 IP 189+20.35 46.39 RT (107.40 TC) ( 10LOO FL)_ 10 RAMP 16 CASE "'R' 106.89 FL TEET LIGHT@) PULL BOX"------- 189+10.82 51.28 RT 107.07 TC 107.07 FL 19 34J--->-j 106.98 LIP 107. 16 LIP JOIN EXIST 189+08.71 <J . <1 0.6% ./·.: 189070 : \ J ------ / •• 52.77' RT ~ " . ( 107. 45) FS 189+20. 16 58.20' (107.58) FS 56.91' RT 107.53 TC 106.99 FL I I "!STOP CD SIGN I 189+14.91 55.57' (107.52) FS I I 189+08.64 58.41' RT (107.51 TC) (106.98 FL) JOIN EXIST 101.42 LIP JOIN EXIST 101.36 FL JOIN EXIST 186+17.44 47.92 RT 101 .61 TC 101 .61 FL ( 101.43) LIP EXIST 186+15.57 55.31 RT 101.50 TC 102. 13 FL II 186+20.06 44.95' RT 101.68 TC 101.68FL I I I I ii I >.<f A "e·';'- • ~-~-.· ~ - ·<I (101.79) LIP JOIN EXIST 186+28.05 42.28' RT 102. 14 TC 101.73 FL JOIN EXIST t 186+27.07 I " g~ 42.31' RT I" ~ 106.12 TC 101.75 FL 186+26.94 51.33 RT 102.32 FS 19 34 --"1~J._-cJ,h--~"r-,;~L!.~---"<;~~ 11 n (3.3%) ts: 102.53 FS 186+14.45 11_ ~-- 56 .42 ' RT 11 ' 101.56 LIP 1111 "',STOP JOIN EXIST 1,1 SIGN I\ 186+15.70 11'1 56.28' RT 11 101. 50 TC 1,1 102.13 FL ii JOIN EXIST 1i,1 11 I\ 'I 11 1, 1, 11 1, I ,/ I/ I\ 1, 11 I PREPARED BY: CD Michael Baker I I I I I I I I I I I I I I I I I I I I 186+24.32 54.29" RT 102.31 FS -- 195+68.34 49.43' LT ( 106. 28)TC ( 106. 28)FS JOIN EXIST RETAINING CURB 191+78.83 57.34' LT (106.23)TC (106.23)FS JOIN EXIST RETAINING CURB 191+77.70 49.26' LT 106.22 TC 105.55 FS I I I I I I I I I I --I '' I I I I I I I I ' I I . I ~1. "l /). o.:i ---X ==~>~····====....6X-==~c:t:3:=~=;:E.=i==~~A I> 8.0% 12 UTILITY BOX I I I I I I I I I I I I I ;, I ,I I " I " I I 11 I 1, I 'I ,, ,, " ,: "- 1( 11 I/ I/ 1/ '1 II II ,, :, 191+82.74 56.82' LT ( 106.21 )TC ( 106.21 )FS JOIN EXIST I I I I I I ' I I ' I 191+81.65 49.16' LT 106.16 TC 105.56 FS STOP 1 SIGN 191+86.70 49.37' LT ( 105. 99 )TC (105.33)FL JOIN EXIST 105.37 LIP JOIN EXIST 191+71.68 41.87' LT 106.07 TC 105.63 FS JOIN EXIST ~"a.~.·-·_ ". ',,, 19 35 105.34 LIP JOIN EXIST L 191+68. 17 37.67' LT ~==r 105. 95) TC /). I I --1--:====t,j--y7 Rl;TAINING CURB- _J ( 105. 19) FS 1 STREET ~ ( 105.27) FL JOIN EXIST JOIN EXIST --LIGHT i ~-k-::~~~~~~;::~~·-~/).;c-~· =~vef'~1~0~5 -~2 '._!__ 7_t:_LF®FO LINE/ REVIEWED: 105.54 LIP JOIN EXIST 191+56.21 37.08 RT (105.85) TC (105.28) FL JOIN E;_XIST _ 42.16' RT 105.94 FS It<! N N 45.13' RT 105.96 FS 191+56.16 50.62' RT (106.12) FS 105.97 TC 105.21 FL 12 18 STREET LIGHT "'-'=PULL BOX 105.36 LIP " JOIN EXIST 191+57. 19 19 34 38.07' RT 105.85 TC 105.27 FL LI • 1/1 ' I I I I I ' I I I I I ' I I I I I I <1 .<1 1.6% 191+75. 17 37.86' LT 105.98 TC 105.37 FL 191+65.25 38.51 RT 105. 19 TC 105. 19 FL " 191+63.32 50.84' RT (106.01) FS 191+75.25 41.81' LT 106.03 TC 105. 19 FS 105.03 FL 105.40 LIP JOIN EXIST 105.09 LIP 105.01 FL JOIN EXIST -191+70. 79 42. 18' RT 105. 12 TC 105. 12 FL .F-,---++--1----=-=~35 ' I I ' 191+73.30 49.99' RT 105.85 TC 105.20 FL 105.26 LIP JOIN EXIST 191+73. 10 51.98' RT (105.58) TC ( 105. 15) FL JOIN EXIST _··~~.:~\~rlMl.?, REVIEWED: /4) ~:==~==========~=~~(Liv:_ SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: 09/07/21 l---~S~M4-______ .!:!LN.!...i-----i----+-------------------t----DATE_......c..~~---- CHECKED: NC DATE09107121 NO. DATE DESCRIPTION OF REVISIONS APPROVED 0 0 0 0 0 0 0 0 0 0 @ @ ® @ ® © ® BEARING/DELTA 91•45'37" 95•50• 14" 88°36'39" 90•19•22" 78°05' 19" 80°40' 10" D ~ RADIUS 12.37' 12.24' 12.59' 11.84' 12.00' 11. 29' LENGTH 19.82' 20.48' 19.47' -"' 18.66' " " .r:. 16.35' .!e :::;; 18. 91' C " " :, VJ E " 0) "l <Xi ~ N '-N N '-0) 0 "' :. -0 ,,; 0 0 I 0 u I 0) 0) 0) 0) ,.... / " -" 0 / > 0 / ;;,: Q. " C " L t--/ 0 0 < ~ 0) 0) 0) 0) ,.... / " -" -0 Q_ SHEET OF / I CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE SIDEWALK PER CNB STD-180 CONCRETE CROSS GUTTER PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 REPLACE PULL BOX AND ADJUST TO GRADE REPLACE PULL BOX WITH CNB STD-204 AND ADJUST TO GRADE SAWCUT EXISTING PAVEMENT REMOVE AND REINSTALL ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 4" BASE AND 2" FINISHED COURSES UP TO MEET FINISHED GRADE CONCRETE SPANDREL PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 1 2 3 8 10 12 18 19 23 34 35 R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 23 CONSTRUCTION DETAILS SCALE: 1" = 5' CURB RAMPS # 21 , 22 & CROSS GUTTER SCALE: 1" = 5' CURB RAMPS # 23 , 24 & CROSS GUTTER SCALE: 1" = 5' SEE SHEET ST-004 C-7807-2 LINE/CURVE DATA TABLE CD-004 LEGEND NEW PCC PAVEMENT FULL DEPTH PARVEMENT REPAIR SEE SHEET ST-004 SEE SHEET ST-004 CURB RAMPS # 19 & 20, AND CROSS GUTTER PO I N S E T T I A A V E N U E EAST COAST HIGHWAY PO I N S E T T I A A V E N U E EAST COAST HIGHWAY EAST COAST HIGHWAY HA Z E L D R I V E ; ; ; ; ; ; ; ' ; \ 4 . ·y~ <1 o· 194+70.43 194+75.72 49.99' LT • 49.30 L (104.77) FS 104.72 FS ~ 4 4., -TS ~~~-~ . --_/ ~ ' I I I ) ; ; ~ TOP ; ; N 194+78.80 57.26' LT ( 104.87) FS ~ ., 194+78. 74., 4 51.92 LT 104.76 FS 4 ·4 F~ Ffl 103.83 2 LINE 4 .,. 194+73. 18 38.74' LT (104.58 TC) (103.99 FL) JOIN EXIST 194+74.63 39.17' LT 104.47 TC 104.00.FL . 4 r 11 I I I I I I I I I J I I I J I I I 194+89.56 52.90' LT ( 104.58 TC) (103.99 FL) JOIN EXIST 104.01 LIP 103.75 FL 4. • , /) 35 (103.43) LIP • /) • " • A (103.77) LIP 1/) (103.21) LIP (103.91 LIP) IN EXIST 19 34 •• 103.70 FL "· 183.60 F I I I '< 195+12.63 I I I I I I ;, 195+21.65 59.81' LT (103.83 TC) (104.36 FL) (2.0%)JOIN EXIST V 195+30.42 59.77' LT (104.58) TC (104.58) FS . ~·. • A . /----___ RETAINING V . TO· . 2 LINE A 195+28.93 38.50' LT 103.60 TC 103.60 FL V· A A 19 34 A V 195+28.98 49.52 LT 104.40 TC 103.81 FS ; 6. l% A </ V A s--7 , r~- CURB ~ 195+37.73 49 .48 LT 104.80 TC 104.80 FS UTILITY 18 BOX STREET 23 SIGN TS 195+37.68 37.85 LT (104.22 TC) (103.55 FL) J OIN E'.XI$i- 195+19.25 38.04 RT 103.61 TC 103.04 FL /) RETAINING CURB 199+20.90 49.44 LT (99.79) TC (99.79) FS 199+34.77 49.21 LT 99.10 TC 98.43 FS 4.4% 98.47 LIP JOIN EXIST 199+36.47 61.09' LT 100.72 TC 100.72 FS ' .. 199+46.03 59.48'LT 11 ~~~~~:::.....~J ~x---, ( 100. 49 TC) (98.82 FL) JOIN EXIST (2,0%L_ .. ,, ,, ' ,, ' .. ' ' ' /) 199+74.37 60.26' LT 199+76.38 60.04 LT (99.50 TC) (98.93 FL) JOIN EXIST ( 97. 67) LIPl\'r:--fr----,---..--JO IN EXIST 4 4 3 r--~y~· -fl~/' •• 4 • " ..,. . ~1 · t ,1> . . . 199+32.86 37.89 LT 98.20 FS " FO 2 LINE " • 19 34 99.79 LIP JOIN EXIST STREET 23 SIGN 199+43.96 47.66' LT 98.40 FS 97.92 LIP RETAINING CURB 199+75.29 50.37 LT 98.20 TC 97.53 FL 199+76. 19 44.92 LT 97 .61 TC 96.71 FL JOIN EXIST I> (96.89) FL /) EXIST CROSS 8 GUTTER • 4 lO RAMP #24 .• CASE "H". •4 " (96.52 FL 0 0 0 0 0 0 0 0 0 0 199+78.75 41.16' LT 97.23 TC 96.33 FL JOIN EXIST 12 18 TRAFFIC =·=1TILITY BOX (103.51 JOIN EXIST 194+63.54 37.95' RT 194+64.01 37.95 RT 104.02 TC 103.35 F 19 34 EXIST CROSS 8 GUTTER 40.09 RT 03. 10 FS 103.20 195+20.29 38.03' RT (103.61 TC (103.04 FL) JOIN EXIST 0 ( 104.01 TC) -(103.35 FL) JOIN EXIST 194+66. 17 46.26 RT 104.08 FS ------- --103.20 FL 194+75.24 45.20' RT 103.36 TC 103.36 FL 194+75.•91 52.09 RT 0 ·--, 104.00 TC ~7 ,._...J.7~~· 4F·~·:::~"~-~~Lit j 103.34 FL 1 PLAN~R 72 _5%; 194+75.68 :: 54.63' RT '' ,, ( 104.02 TC) !: (103.40 FL) // JOIN EXIST :: ,, ,, .. ,, ,, ,, ,. ,, ,, ,, " ' ' ' ' '"' ,_ ,/ "' ,,_ (103.49) LIP JOIN EXIST RECORD DRAWINGS Th€:.se Re;::ccrd Dn::iwln-g~; hC '-'C b1;:en p 1·ei.:,w-ed bQ:$td 01~ 1-he best ,:;1voiiob le in fQrrnc l k in . WJ-i il'2c this inforrnotiori is belie ved t o be rel icble, City of 1-..Jcwport 8eoch is net responsible for its accuracy, not· tht: &rror5 ot· omissions 1kdch fTlay or· may not hove been lr1corpo1c1ted l11to t1-1ese pk:-ns. , TS · 103.10 FL I 19 34 195+0J.33 50.49 RT I JOIN EXIST ",._ .. -----: __ ._<{~~-.. • 103.7 TC l! • " -- Ts~_,---;;:;---Ts-----'lT~s:== 4 ~; 195+18.78 43.45' RT 103.68 FS 195+15.70 TRAFFIC UTILITY BOX STREE1 1 LIGHT L @ BEARING/DELTA ® 54°11'28" ~ 98"17'40" ® 97•02'53" ® 81°02'36" @ 79°03'26" ® 98°58' 15" 1ro.1~ . 4 < '--7--jf;::L_~c.:::_-<1~_:____..:::· ~~.,__~J_ I /I I I • 103.35 LIP ii (0~.3%)~ I 46.62' RT 103.69 FS JOIN/EXIST ii ~ I :: SIGN I 195+06. 16 ,: I 51 .65 RT :: (103.72 TC) :: / ( 103. 18 FL) :i / JOIN EXIST /; I ,, ,, ,, " ~ " "'t ,, " " ,, ,, I ,, ,, ,, PREPARED BY: Michael Baker L r ' I D ~ REVIEWED: 1---+-----+-------------------+------l"~a_ SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER 1---------S~M:..+---------=LN-'-l---+-----l------------------+------l DATE __ 0_9~/0_7~/_21 __ _ CHECKED: DATE· NC 09/07 /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED RADIUS LENGTH 23.78' 22.49' 12.50' 21.45' 11 . 61 ' 19.66' 13.44' 19.01' 11 .70' 16. 15' 11. 00' 18.43' 199+81. 14 59.44'LT (99.55 FS) JOIN EXIST 199+80. 12 50.36'LT 98.08 TC 98.08 FS ' /) (98.02 FS 199+91.09 50.65' LT (97.72) FS 199+84.68 45.73 LT 97.39 FS STREET • LIGHT SHEET 199+91.05 41.71 LT (96.70) FS JOIN EXIST OF -"' '" " .r:. .!e :::;; C " '" ::, VJ E " I') st <Xi ~ N '-N N '-0) 0 "' :. -0 ""' 0 0 I 0 u I 0) 0) 0) 0) ,-... / " -" 0 / > 0 / ;;,: Q. '" C " L t-/ 0 0 < ~ 0) 0) 0) 0) ,-... / " -" -0 0. / I CONSTRUCTION NOTES PROTECT IN PLACE PROTECT IN PLACE, SEE "EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE DETAIL" ON SHEET CD-009 CONCRETE CURB AND GUTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE SPECIAL CROSS GUTTER PER CNB STD-186, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 SAWCUT EXISTING PAVEMENT ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 4" BASE AND 2" FINISHED COURSES UP TO MEET FINISHED GRADE CONCRETE SPANDREL PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 1 2 6 10 14 19 34 35 R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 24 CONSTRUCTION DETAILS CURB RAMP # 27 SCALE: 1" = 5' SEE SHEET ST-005 CURB RAMPS # 25 , 26 & CROSS GUTTER SCALE: 1" = 5' SEE SHEET ST-004 C-7807-2 LINE/CURVE DATA TABLE CD-005 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR EAST COAST HIGHWAY HA Z E L A V E SEA W A R D A V E EAST COAST HIGHWAY (98.20) LIP 198+97.89 38.06 RT (98.56) TC (98.00) FL -JOIN EXIST UTILITY EQUIPMENT ' ' ' ' 198+99.20 44.52 RT 98.70 TC 98.70 FS 198+97.79 49.08' RT (98.80) FS 198+99. 17 48.76' RT 98.80 TC 98.80 FS 204+23.90 51.97 LT 90.02 TC 89.89 FS 204+25. 19 48. 18 LT 89.81 TC 89.81 FS 204+19. 15 50.21 LT (89.91) TC (89.91) FS 2 FO LINE ' ' ' 204+25. 19 48.18 LT 90.02 TC 89.89 FS __ 1_-::;:::;::~::- -_-~_::.::::::::---t- 204+21 .25 39.23 LT (89.72) TC (89.20) FL JOIN EXIST 89.26 LIP JIN EXIST l> }' . > I> 199+02.52 38.86 RT 98.55 TC 97.98 FL 7.3% l> . ~ ' I I I RETAINING CURB ! ' ' ' ' ' ' ' ' I I I ' ' ' ' ' I I I ' I I I I I ' ! ' ' ' ' ' ' ' ' ' 204+35.04 58.81 LT 90.24 TC 90.24 FS 204+29.41 50.11' LT 89.88 TC 9.88 FS 19 34 204+27.63 41.04' LT 89.22 TC 89.22 FL EXIST CROSS 14 19 34 GUTTER .97 .56 FL i, ·I> 97 .19 FL. ·.% • '·s,.~ . '··. • ' 89 .53 LIP JOIN EXIST 204+43. 16 50.23' LT (90.07) TC (89.42) FS JOIN EXIST 204+32.85 43.22 LT 89.27 TC 89.27 FL 89.85 TC 89.37 FL RAMP #27 10 CASE "H" 199+34.99 40.62 RT 96.43 TC 96.43 FL 199+41.20 38.30 RT 96.92 TC 96.28 FL 199+44.25 37.92' RT (96.92) TC (96.28) FL QIN EXIST 96.31 LIP JOIN EXIST (96.77) s STREET 1 LIGHT UTILITY 199+41 . 29 --...,B~O~X,=.!...'-'---{ • • 142.96 RT 199+09.08 44.62 RT 97.98 TC 97.98 FL (97.94) LIP , In TN Fl/T<;T 199+10.48 48.86' RT (98.80) TC (98. 10) FL 199+30.39 50.92 RT 97.17 TC 96.67 FL t>/ .. ~--ILL- ~ I> L . l> -~ ~ !:i" 96. 90 FS ~ 199+38.79 46.30' RT 97.08 FS TRAFFIC UTILITY 12 BOX Ji~t}~X I;~T¥rn°7 t~': ~, ,:.~GC:[.22%iur-·"'"~----I:,... _____ j_1:> ' ,, 96.82 FS (96.92) -, FS -0 (97.33) FS ' ,, ! 1: 199+30.23 !/ 51. 78 RT /: (97. 15) TC :; (96.69) FL ,, JOIN EXIST ,, ., i,1 " " " ., i,i ,, ,, ,, /,1 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 97.38 FS ' ' ' ' I ' ' ' ' ' PREPARED BY: Michael Baker I L 7 ' RECORD DRAWINGS Thes-e R1:,ccrd Drcwlr;g~; h.:Fle b,sen pr·epwr~d ba:sed on the besi. c1vCJi l0ble infCirrnotion. Wl1 il>2 this information i::o believed to be rdicble, City of I\Jewpo ,t Beach is net respo11 sible for ib: occurncy, nor tht: t:1-rors or omissio11s wr:ich nloy or rnay not 1-,□ve been lncorporcited into ti-1ese plans. RE'v1EWED: SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 0 0 0 0 0 0 0 0 RE'v1EWED: © ® @ © BEN DA'v1S RCE 82033 ASSOCIATE Cl'v1L ENGINEER BEARING/DELTA 84°36' 18" 75•20•57• 33•33'50• D ~ t---------S~M'-+------=LN-'-t------+-----1---------------------+-----l DATE __ 0_9~/0_7~/_21 __ _ CHECKED: NC DATE09/0l /Zl NO. DATE DESCRIPTION OF RE'v1SIONS APPROVED RADIUS LENGTH 12. 51' 18.47' 10.73' 14. 11' 42.45' 24.87' -" en 0 ..<:: u Si=: C: 0 en ::, (/) E Q_ N 0 0 ~ ~ N ' .,., 0 ' 0 "' ;, " .,; 0 0 I 0 u I 0, 0, 0, 0, ,-... / 0 ~ " 0 ./ > 0 ./ "" a. en C: 0 L t---./ 0 0 <( ;3- 0, 0, 0, 0, ,-... / 0 ~ 0 " Q_ SHEET OF ./ :r: R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 25 CONSTRUCTION DETAILS CURB RAMPS #28, #29, #30 & #31 SCALE: 1" = 5' SEE SHEET ST-011 CURB RAMP #33 SCALE: 1" = 5' SEE SHEET ST-012 CURB RAMP #34 SCALE: 1" = 5' SEE SHEET ST-012 C-7807-2 CURB RAMP #32 SCALE: 1" = 5' SEE SHEET ST-012 LINE/CURVE DATA TABLE CD-006 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR CONSTRUCTION NOTES CONCRETE CURB AND GUTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB AND GUTTER TYPE C PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 SAWCUT EXISTING PAVEMENT REMOVE AND REINSTALL ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 4" BASE AND 2" FINISHED COURSES UP TO MEET FINISHED GRADE 6 7 10 19 23 34 3RD AVENUE 3RD AVENUE MA R G U E R I T E A V E N U E 3RD AVENUE MA R G U E R I T E A V E N U E 2ND AVENUE MA R G U E R I T E A V E N U E 2ND AVENUE MA R G U E R I T E A V E N U E 2ND AVENUE MA R G U E R I T E A V E N U E 2ND AVENUE MA R G U E R I T E A V E N U E - 15+56.33 29.96' LT (110.74) FS 15+56.33 33.94' LT (110.73) FS 15+55.35 33.93' LT (110.71) FS -- 15+56.31 I 19.80' RT • • (110.38) TC . I (109.79) FL I JOIN EXIST ,, • ,( r9 109.95) LIP . ( /JOIN EXIST STREET 23 (2.5%) SIGN r-➔-:-----f=:::::';-.,----#---fub l ,, . I " I <1 !/!I, • ' A ,,, I I · I .J· 11· I Li ii ' • /' '1 ,, 15+38.71 33.82 RT • 4 ~ .• RAMP 28 CASE H" lO 15+43.57 23.71' LT (110.07) TC_~=;:--~......,..= 4 (109.51) FL JOIN EXIST 109.63 TC (109.65) LIP JOIN EXIST (103.36) LIP JOIN EXIST 15+08.99 33.96' RT (109.77) TC ( 109.17) FL JOIN EXIST 14+97.37 33.84' LT (110.15) FS 14+95.75 33.80' LT (110.10) FS : A 19 34 (2.5%) 15+40.96 26.88' LT 109.59 TC 109.59 FL 109.63 FL 15+06.30 26.22' LT 109.27 TC 109.27 FL I I \\ ' RAMP 30 CASE "H" lO 15+03.57 23.28' RT 109.26 TC 109.26 FL 14+95.75 29.97' RT (110.8) FS 14+95.75 1 20.00' RT (109.77) TC (109.17) FL JOIN EXIST RECORD DRAWINGS (109.36) LIP JOIN EXIST Th€::;-e R,;:;:cor d Di-owlr:g~; hcF1e be-en prei:,o.r'.'!d bo::.ed en i.he best c:1valk.1ble infQrrnclie;n_ While2 th is inforrnotiori is believed to be reliable, City of 1\k iwport Beoch is not responsible for its occur acy~ nor tht-&rrors or omissio n8 which m-ay or· may not have been lncorpornted into ti-1 ese plans. 15+53.63 19.78 RT (110.42) TC (109.75) FL 109.75 LIP JOIN EXIST I I 110.60 FS (110.72) FS I I 118.12 FSI 118.19 FS I I (2.5%) 19+33.74 19.80' RT (117.83) TC (117.22) FL 19+34.15 19.89 RT (117.84) TC (117.28) FL 117 .39 LIP JOIN EXIST 118.13 FS (1.1%) I ~,----- -_j -'71 I I I ,I I <1 l _J 117.91 TC 117. 24 FL 1/---11 I ,1 . I 19+29.18 29.25' RT I I 4 ,, (2.3%) 2.3%) I I ,, " I • Li --...,,-_'Z;_ A P. -':'i 15+43.92 23.37' LT 109.65 TC 109.65 FL <1 RAMP #29 lO CASE "H" 15+41.16 26.40' LT 109.62 TC 109.62 FL 15+06.46 26.22' RT 109.29 TC 109.29 FL 15+02.95 22.63' RT 109.25 TC 109.25 FL 23 STOP SIGN <1 ,, ,, . • -~ <1 . Lio)' . 6 19 34 . . 109.84 TC 109.17 FL • ,, 6' -~-,,-.. ~-,\ I_-~ • 109.35 LIP JOIN EXIST 14+94.08 19.89' RT 109.78 TC 109.15 FL I I I A Li I :il I ' I I I (2.2%) -14+96.93- 27.55 RT (109.93) FS PREPARED BY: Michael Baker . <1 I . ,, I • l.<J /. 15+38.69 33.95' RT (110.15) TC (109.55) FL -- 19+18.45 33.88 RT ( 117 .60) TC ( 117 .03) FL I I ' I I I ~ll I ~1 "' ~I '"" ' • <1 . • Li <1 19 34 19+22.92 24.39' RT 117.11 TC 117.11 FL RAMP 32 10 CASE "H" 19+20.48 10 RAMP #33 CASE H 19+23.61 23.65' RT 117.10 TC 117.10 FL Li L~c-n1.-17-:;_ 14 LIP JOIN EXIST 20.65' RT 117.07 TC 117.07 FL <1 ,, · ill (109.72) LIP JOIN EXIST (109.56) LIP JOIN EXIST 15+08.82 34.04' RT ~(109.97) TC-15+04.93 33.99' RT (109.31)FL ( 110.05) FS 15+05.03 38.29' RT ( 110.29) FS . ,, <1, 15+00.77 38.24' RT 18+87.00 27.46' RT 116. 70 TC 116. 70 FL I 4 19 34 (116.87) LIP JOIN EXIST 18+88.90 34.48' RT (117.36) TC -c 116.69TTL- 4 _ j~-~-LI _ (110.37) FS 18+84.56 24.26' RT 116. 70 TC 116. 70 FL I 15+00. 17 31.36' RT Li (109.98) FS 14+97.08 33.90' RT ( 110.08) FS \ 14+93.64 I 33.87' RT \ (110.01) FS RAMP 34 lO CASE "H" 23 STOP SIGN 116.84 LIP JOIN EXIST ,, (3.6%) " I ' / • -:I.. Li : I ~ I . • I ,d -=-., ,, • 4. I i 4 ,, I I I I I 18+75.38 33.95' RT 18+76.95 33.98' RT (117.50) FS 18+75.98 19.96' RT 117.20 TC 116. 62 FL ( 117 .50) FS RE\1EWED: 18+75.54 30.12' RT ( 117 .59) FS I I REVIEWED: t--t-----+----------l---------1 ~fil:_ SUSAN E. MICHALSKI RCE 679161--t----+--------------------1------1 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DA\1S RCE 82033 ASSOCIATE Cl\1L ENGINEER ~mm_S;;;;M'--t;;-;;-;,~--=LN"-t---t-------jf----------------------1-----lDATE __ 0_9/'-0"-7'-'/2::.c.1 __ _ I CHECKED: DA TE· NC 09 /07 /21 NO. DATE DESCRIPTION OF RE\1SIONS APPROVED 0 0 0 0 0 0 @ © @ ~ ® ® @ 0 I I ' ' ' ' \ • I> /J. l> • :AP. '),. • I . . ' ·. : I> O,t '1" 117 .84 FS ( 118.06) FS 19+25. 65 ----- 32 · 77 ' RT 117.70 FS - • 1~" ~ ,;r -~g~~:-~~--- 1 -· r 35.92' RT • .c -(117.59) TC ~~~" ( 116. 98) FL ----- I I I I I 23 STOP SIGN BEARING/DELTA 84°02•45• 86°42'23" so•37'53• 86° 42' 51" 70•42'45• 89°08'02" 117.59 TC 117.03 FL RADIUS 15.00' 15.00' 14.88' 14.50' 15.50' 15' LENGTH 22.00' 22.70' 20.94' 21.94' 19. 13' 23.34' 117.11 LIP JOIN EXIST SHEET OF :;; (/) 0 .c 0 :;; C: 0 (/) ::, (/) E 0 "' LO OC) ~ "' '-"' "' '-O> 0 0, ,. u <O 0 0 I 0 u I O> O> O> O> r--~ ./ 0 -" 0 ./ > 9-,= (L (/) C: 0 L f--./ 0 0 <( u ./ O> O> O> O> r-- :;;- 0 -0 u a. ./ :r R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 26 CONSTRUCTION DETAILS CURB RAMP # 35 SCALE: 1" = 5' SEE SHEET ST-012 CURB RAMP # 36 SCALE: 1" = 5' SEE SHEET ST-012 C-7807-2 LINE/CURVE DATA TABLE CD-007 CROSS GUTTER #1 SCALE: 1" = 5' SEE SHEET ST-002 CONSTRUCTION NOTES PROTECT IN PLACE CONCRETE CURB AND GUTTER TYPE A PER CNB STD-182, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CROSS GUTTER PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE CURB RAMP PER CNB STD-181, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 SAWCUT EXISTING PAVEMENT REMOVE AND REINSTALL ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 4" BASE AND 2" FINISHED COURSES UP TO MEET FINISHED GRADE CONCRETE SPANDREL PER CNB STD-185, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 1 6 8 10 19 23 34 35 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR SCALE: 1" = 5' SEE SHEET ST-003 CROSS GUTTER #2 4T H A V E N U E MARGUERITE AVENUE MA R G U E R I T E A V E N U E 4TH AVENUE 34 8 19 1 IR I S AV E N U E 19 34 35 35 JA S M I N E AV E N U E 34 34 8 19 19 35 35 RECORD DRAWINGS Th ~~;:;e R~c.:orc.J Dr-owing::i h,:;vc b ~>;:;n p1·~i:,,areci b<.;.1;;.ed on {hcf. C,,c::;,l i;:1voik1ble inkirrr1o li,;m. Wll il,;;: this inforrnotiori is bel ieved to be r€1ioble:, Ci~y of I\J~wport Beoch is not responsible for it s accuracy, nor U1E< &rrors or omt-ss[ons wrdch may or may not 1~1ov,2, been 111co r.po1cJte-d into t1·1ese plons. 22+98.69 32.32 LT ( 123.86) TC ( 123.27) FL JOIN EXIST I ' (124.31) FS 123.36 LIP JOIN EXIST 19 34 123.87 TC 123.30 FL 23+01 .05 26.38 LT 123.32 TC 123.32 FL (123.29) LIP 123. 186 FL 123.194 FL 23+13.70 19.87 RT ( 123.99) TC (123.43) FL 123.51 LIP JOIN EXIST 6 ,---.... 23+01.13 26.13' RT 123. 18 TC 123. 18 FL ( 123.30) LIP 19 34 (124.29 FS (3.3%) i -, 1/ ._, -~-b!;--•• 23 STOP SIGN 124.09 TC 123.42 FL 19 34 23+07.69 32.72 LT 124.,03 FS (124.27) FS 23+10.46 29.74 LT 124.03 FS ( 123.42 JOIN EXIST 123.93 TC 123.35 FL ' 23+10.45 27.51' RT 123.98 FS ( 1. 1%) 124. 14 FS _ 123.78 TC 123.11 FL 23 STOP SIGN 23+07.29 31.39' RT 123.97 FS 124.32 FS 124. 14 FS 22+98.41 38.31' RT (123.51) TC (123.2) FL 117.11 LIP JOIN EXIST ' (86.87) LIP JOIN PROPOSED CURB 8c GUTTER I) ' -~-~----i-• __ r ~---------~,:~:-"-:~-°'Sa¾~ \-, 1-1 L _J _J )JQj 86.20 FL 86.30 LIP 86.00 FL (86. 13) LIP '7 84.62 FL 84.43 LIP 84.67 LIP JOIN EXIST CURB 8c GUTTER ~· LOOP'---' : F I I I .• (84. 16) LIP JOIN PROPOSED CURB 8c GUTTER . ' --·' 84.qO Fl ITT 1--, __ I 0 0 0 0 0 0 0 0 (86.17) FL 11 86.75 LIP JOIN EXIST CURB 8c GUTTER (90. 18 LIP JOIN PROPOSED CURB 8c GUTTER C ,-- L 90.60 FL I'-; I I I-. 90.77 FL 92. 12 FL (90.78 LIP 92.09 LIP 92.17 LIP ------------JOIN EXIST 91.04 LIP JOIN EXIST CURB 8c GUTTER CURB 8c GUTTER 92. 1 FL 92.46 FL JOIN PROPOSED CURB 8c GUTTER @ ® ® BEARING/DELTA 83°32'47" 86°39'47" RADIUS LENGTH 14.5' 21.21' 15' 22.69' .,, "' " .r:. .!e :::;; C: " "' ::, VJ E " I{) I{) <Xi "' :. 'O ,...: 0 0 I 0 u I m m m m ,-... / " -" ~ 0 -;; 0.. "' C: " r------------------------------,.R:::E::--:Vl:=EWE::=D:-:--------r---,------,--------------------,---r=:-,-::-:-:::,--------..--------------------------------1~ l--+-------1--------------------+-----l"~a_ I PREPARED BY: Michael Baker SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER m m m ,-... 1------------------------.----------1/ " -r::'.=:::::----"'SM"-t-=--:-:=---L:::.N'-l---+----+-------------------1-----1 DATE __ 0'--'9.,_/-'-07_,_/-"21____ ~---------1.g CHECKED: DATE· a_ NC 09/07 /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF / _____________________________________________ .._ ________________________ ....1 ___ ..:.:.;:~_....;___;_..__.1.... ___ ..J....-----------------..L...--...I..--------....I.-------------------....I.------...JI CONSTRUCTION NOTES PROTECT IN PLACE CONCRETE SIDEWALK PER CNB STD-180 CONCRETE DRIVEWAY APPROACH PER CNB STD-160, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 CONCRETE ALLEY APPROACH TYPE A PER CNB STD-142, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 SAWCUT EXISTING PAVEMENT REMOVE AND REINSTALL ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 4" BASE AND 2" FINISHED COURSES UP TO MEET FINISHED GRADE 1 3 4 5 19 23 34 R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 27 CONSTRUCTION DETAILS SCALE: 1" = 5' SEE SHEET ST-002 C-7807-2 SCALE: 1" = 5' SEE SHEET ST-002 DRIVEWAY #1 DRIVEWAY #2 SCALE: 1" = 5' SEE SHEET ST-011 DRIVEWAY #4 SCALE: 1" = 5' SEE SHEET ST-011 DRIVEWAY #5 SCALE: 1" = 5' SEE SHEET ST-002 DRIVEWAY #3 CD-008 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR SCALE: 1" = 5' SEE SHEET ST-011 ALLEY #1 99.05 TC 99.01 FL 99.59 TC (99.16) FL JOIN EXIST (99.62) FS JOIN EXIST I> I}'] 99.46 FS ~t / 'Ci (99.68) FS JOIN EXIST 0 0 0 0 0 0 0 99.29 TC 99.25 FL (99.14) LIP JOIN EXIST (99.59) TC (99.10) FL JOIN EXIST 100.06 FS (99.90) FS JOIN EXIST ll'!t'· ... I • I -I I 4 . LO t, V LO L ~t t, . r--- /_\ LO \j Ct:'.,o <"f-> . ID. [ .. iC:. b [·, '. b- b 100.02 FS JOIN EXIST (, . 19 34 I 4 >-"' ~ N ~ . 19 34 ... m N -m -< f-8' U1 l. t·, " . I> I>- 't.~ I " t·-. 00 ,,/ 0 b " / 0 ("; l• " I> 10. "' b 97.78 TC 97.74 FL 97.90 TC (97.50) FL JOIN EXIST 98. 15 FS (97.90) FS JOIN EXIST (98.03) FS JOIN EXIST 89.95 TC 89.91 FL 90.48 TC (90.05) FL JOIN EXIST 19 34 4 I) 88.04 TC 88.00 FL _,_· ----\• -~-(_9_0_~-:~~-;=-2=F=:=s.2~>,;.=.-.=~=-t~===,==,=-,====-,~.===_::~=-=-=-=-=-=,~~=r-=_=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=,-=.-=-=-=-;;----:.=====~~t~,~~=.-i~/-/i1~:===~~""l• _8_8 ___ 4_5_F~s= JOIN EXIST\ ,· t· ' (90.72) FS JOIN EXIST " ID . ID Ct'. 0 ;; f-- "' . ID ;,'] "i \> ,_;,, (88.31) FS JOIN EXIST . l t~ CASE 1 3 5'X7' (88.45) FS JOIN EXIST 108.08 FS JOIN EXIST ( 107 .35) FS JOIN EXIST ( 106. 75) TC (106.09) FL JOIN EXIST (106.17 LIP JOIN EXIST 105.90 TC 105.86 FL l· I> 107.09 FS I,• 99.84 TC 4 99.80 FL 101.78TC 95.79 LIP JOIN EXIST (100.00) LIP JOIN EXIST (100.51) TC (99.93) FL JOIN EXIST /11 100.66 FS ( 100.81) FS JOIN EXIST (101.30) LIP JOIN EXIST ( 101.86) TC (101.21) FL JOIN EXIST 102.46 FS (102.23) FS JOIN EXIST :ill . in + N -< f-U1 >- ~ 10 19 34 10 m -8' 101.74FL 101. 92 LIP JOIN EXIST ( 101 .83) TC (102.47) FL JOIN EXIST i 102.56 FS 102.68 FS JOIN EXIST (96.33) TC (95.78) FL JOIN EXIST 95.44 FS JOIN EXIST R=5'~ 96.52 FS \1\1• JOIN EXIST 1 1 .c, 7 96.51 FS JOIN EXIST I 1t~ ,. (100.84) FS JOIN EXIST RECORD DRAWINGS ( 102.29) FS JOIN EXIST Tht:5-t Record Dn:iwtng;; hove been prei.;i□r';;d bu:;1:;d on -the bed c1voiluble ln fc;rm~ licH). While-. th is informa tior1 is belit::ved t o be relj able, City of I\Jev.'po rt B each is nd respo11sibie for its accuracy, nm· t l10 t:rrors ::w emissions which rnvy or may net 1~1ave been lnccrpor-c1t ed Into t1"1ese plcns. (102.74) FS JOIN EXIST PREPARED BY: Michael Baker REVIEWED: ~tt'rlk11c. . --~!!2,, .. . ,/V,lf:.t·""' 1---+-----+------------------+-----l"~a_ SUSAN E. MICHALSKI RCE 679161---+-----+------------------+-----I DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER r:::-:=::::-....;S"'M+.:-:--::::----=LN"-f---+-----1-------------------+----l DATE _....;0:..:.9,_/0:..c.7.t...:/2::..:1 __ _ CHECKED: NC DATEi:Jg/o? /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED -L' "' . <O " ID ID :) 5 w ::l <O < N ID ID r---0 + • 10 N - ,. IC• l ->-r---"" . 0 <O r---" + Ol Ol <D <D -r--- < "' f-8' U) 4 ~8' ·'.l 106.06 FS I r r 106.30 FS JOIN EXIST ( 105.80) FS JOIN EXIST (105.35) TC 104.71 FL JOIN EXIST (104.85) LIP JOIN EXIST 105.98 TC 104.94 FL STREET 23 SIGN U1 ~-~-=ccd'---_,.,;~bcc-~='-. (95.14) LIP JOIN EXIST . 0 fi r,c,• -,, I I 95.76 TC (95. 13) FL JOIN EXIST " Ol ... 95.99 FL JOIN EXIST (96.04) FL JOIN EXIST I 96.03 FS JOIN EXIST (96.12) FS JOIN EXIST .,, " " .r:. .!e :::;; C " " ::, U) E " 00 ID <Xi -N '-N N '-Ol 0 "' :. .,, <Xi 0 0 I 0 u I Ol a, a, Ol r--- / " -" 0 / > 0 / ;;,: Q. " C " L t-/ 0 0 < ~ Ol a, a, Ol ,.._ / " -" .,, 0. SHEET OF / I R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 28 CONSTRUCTION DETAILS C-7807-2 SCALE: 1" = 5' SEE SHEET ST-011 ALLEY #2 SCALE: 1" = 5' SEE SHEET ST-011 ALLEY #3 CONSTRUCTION NOTES CONCRETE SIDEWALK PER CNB STD-180 CONCRETE ALLEY APPROACH TYPE A PER CNB STD-142, RECONSTRUCT PAVEMENT SECTION, SEE "PAVEMENT REPAIR DETAILS" ON SHEET CD-009 SAWCUT EXISTING PAVEMENT ROADWAY EXCAVATION FOR FULL DEPTH PAVEMENT SECTION (6-INCH EXCAVATION), AND CONSTRUCT 4" BASE AND 2" FINISHED COURSES UP TO MEET FINISHED GRADE 3 5 19 34 NO SCALE EXCAVATION DETAIL - EXISTING FIBER OPTIC LINE NO SCALE PAVEMENT REPAIR DETAIL CD-009 LEGEND NEW PCC PAVEMENT FULL DEPTH PAVEMENT REPAIR EXISTING NATIVE SOIL AC OVERLAY PAVEMENT SECTION NO SCALE PAVEMENT JOIN DETAIL NOTE: CONTRACTOR SHALL REMOVE ASPHALT CONCRETE AND EXPOSE CITY FIBER OPTIC LINE PRIOR TO RECONSTRUCTING CURB AND GUTTER, AND ANY OTHER IMPROVEMENTS (96.16) LIP JOIN EXIST (96.63) TC (95.99) FL JOIN EXIST 96.99 FL 19 34 5 >- ~ c.o ...J ,.-(0 <C i\ ~ "'"' ,-,---'-----,,--;:-------,-----.._+--.;!:. ~ ~-..,.--c------.~---....,f----,--""''------" (98.44) LIP JOIN EXIST (99.03) TC (98.38) FL JOIN EXIST --J R=10' 97.48 FS JOIN EXIST ii 97.67 FS JOIN EXIST ' . 1> 1> A 4. 7'. ~· "" A . 0 1> •, ..,. 'b." A ~t • . I> • . V ·, 97.57 FL JOIN E !ST 102.74 FS JOIN EXIST 102.67 FS JOIN EXIST I I I> ~t • A - I -' • 1> A ~ r-- . Ul . 1> 1> A 9.3' 1> A 1> I> to, 97.41 FL A 1> A· 1> A· 102.72 FL JOIN EXIST 1> t:, 1> • .,. t:, 1> 1> A 9.6.;. 1> 1>' t:, 1> . <D o> ~ A· ·a, . ,,.,. . r<) L . r<) 6 ~ 1> 1> " .. ( 102. 17) (101.59) FL JOIN EXIST ( 101. 82 LIP JOIN EXIST 101.97 FL RECORD DRAWINGS --Ul re .... > ~ "' ~ "' 5: + OJ . ~ > 0) r ~ r f'l -< s The se Ri;;;cor d Drewin g;; hove b.sen pr·ep ar-eci b-o~ed on i.he best c1vuikJble inforrnc tion. Wh il8 this informotior1 is believed to be reliabl e, City o f I\Jew po1l Beach is nd r~spo11sibl<.:: fo, its occurncy, nor tilt: E::tTors or om tssio11s which may or may not 1·1ave been lncorpor(1ted Int o tl·1ese pkm s. • ' I I . t:, 1> R=10' 98.45 FS JOIN EXIST 98.49 FS JOIN EXIST 103.18 FS JOIN EXIST R=5' ( 103. 15) TC ( 102.58) FL JOIN EXIST 102.62 LIP JOIN EXIST PREPARED BY: Michael Baker • • • . .. CURB AND -- GUTTER REMOVAL • • • .. . .. . • • • • •• 2" CONDUIT, CITY -- OF NEWPORT BEACH FIBER OPTIC LINE (PROTECT IN PLACE) COLD MILL ASPHALT CONCRETE AND AC OVERLAY • 24" AC SLOT PATCH 5'-0" MIN LIMITS :::J OF COLD PLANE ~ g a:: 0 w u a. (/) u.. Zz 0 O<( F...J ~ c3a_ :::; '3 ...J w z ...J >-::::, ~ <( Ul 1½" MIN .......................................................................... 7 11 =111= =111 I I 11 I I 11 111 111 Ill= =111= =111= -II I I 11 I I 11 I I 11 I Ill Ill Ill -11 ~-EXISTING PAVEMENT EXIST 1" MIN FROM BOTTOM OF PROPOSED OR EXIST AC (WHICHEVER IS HIGHER) EXIST PAVEMENT NATIVE SOIL NEW CURB AND GUTTER -- • . . • • • " • • . . ... .• ... ... . . • • FULL DEPTH AC OVER _ _,,, COMPACTED SUBGRADE. THICKNESS OF AC SHALL MATCH EXISTING AC AND BASE MATERIAL 2'-0" UNLESS OTHERWISE SHOWN ~-ASPHALT CONCRETE OVERLAY PER PLAN w z ...J >-::::, ~ <( (/) ~-EXISTING PAVEMENT 0 0 0 0 REVIEWED: 1---+-----+-------------------+-----l"~a_ SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER t---------S~M:...+----------=LN-'-l---+------1-------------------+-------l DATE __ 0_9~/0_7~/_21 __ _ CHECKED: NC DATEi:Jg/o? /21 NO. DATE DESCRIPTION OF REVISIONS APPROVED "" "' 0 .c C.) ~ C: 0 "' :, Ul E 0 ~ 0 "' ~ N '-N N '-"' 0 "' :. "O "' 0 0 I 0 u I 0) "' "' 0) r-- / 0 -" 0 / > 0 / ;;,: a. "' C: 0 L >-/ 0 0 <( ~ 0) "' "' 0) r-- / 0 -0 "O 0. SHEET OF / I R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 29 CONSTRUCTION DETAILS C-7807-2 CD-010 EC ---.. ____ ¾I" EXPANSla-l JOINT ~ATERIAL (n,>) PLAN TYPE A ~ ¼" EXPANSION ) JJINT MATrnlAL (Jv - (1'1') PLAN TYPEB ~• EXPANSION JJINT MATERIAL (T"YP) PLAN TYPEC TYPES A &: C EC. FULL CF SECTION A-A T'IPEB r PARKWAY AND / SIDEWALK SLOPE ~2~ _l_~ Y ~ 0~A:_/R;Es8 ~ -----I ,. _,. ±J' I ~ -----I ± T ~I~--==::::·---===----l d SECTION B-B -4• CMB T TYPES A, 8, &: C EC, FULL CF 1. 2. ,. 4. 5. NOTES: lHE RADIUS OF TI-IE CURB RElURN SHALL NOT BE GREATER TI-IAN 10 FEET. CONCRETE SURFACE 6" ON EAa-1 SIDE OF A FLOW LINE SHALL HAVE A STEEL lROWEl. FINISH EXCEPT BETWEEN TI-IE PROPERTY LINE AND lHE GUITTR. "M" SHALL BE EQUAL TO W/5, BUT NOT LESS TI-IAN 2 FEET. "Y" 9--IALL BE A MINIMUM Cf" 4 FEIT. CONCRETE SHALL BE 560-C-325D UNLESS OTI-IERWISE SPEaFlEO. ,. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 142-L APP. fl 51568 11 2 2<120 CITY ENGINEER "" MTe NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO, DRAWN: P. KHAR/\ZMI 142 DAlE: 11/3/2020 ALLEY APPROACHES TYPES A, B, AND C TOP OF RAMP SECTION A-A SECTION B-B DEPRESS ENTIRE SIDEWALK AS REQUIRED RETAINING CURB IF NECESSARY T T FRONT EDGE\ OF SIDEWALi( \ \ 1cm: MAX~ AT C~B SHEET 1 OF 1 ~ 10,.; MAX AT CURB RETAINING CU~B /' SEENOTE9 ~----=-::-----T / ....__2"MAX T CASE .. H"" SECTION C-C ~ I@@ @@ 2.J" MIN AND 2.4" MAX CENTER TO CENTER SPAQNG, TYP. @ @ RAISED TRUNCATED DOME PATTERN (IN-LINE) TOP DIAMETrn 0.45" MIN AND 0.47" MAX 0.2"+-~ ~ BASE DIAMETER 0.9# MIN AND 0.92" MAX RAISED TRUNCATED DOME 1. 2. ,. NOTES: CURB AND GUTTER WILL BE POURED FlRST AND RAMP TI-IE FOLLOWING DAY TO CREAlE COLD ..ONT. LOCATIONS WITI--1 CROSS GUITTR stlALL HAVE SPANDREL REPLACED. PARKWAY LANDSCAPE AND IRRIGATICN SHALL BE MODIFIED 11'1 KIND. PAY LIMIT / PAY LIMIT BCR/ECR I I I 2' GUTTER ECR CURB &: GUmR SIDEWALK PAY LIMIT BCR/ECR e; w DETAIL A CURB RAMP PAY LIMIT FORMER CITY STANDARD PLAN NUMBERS 2004 EDITION : STD 181-L-A, STD 181-L-8 AND STD 181-L-D APP. --,L'/P,~~fl~~~~========l'1e'""!!!..--------''!1''!/''!;i"'~'°~ CITY ENGINEER RC!: DATE NO. DATE DESCRIPTION OF REVISIONS DRAWN: DAlE: CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO, P. KHAR/\ZMI CURB ACCESS RAMP 181 11/3/2020 SHEET2OF3 RECORD DRAWINGS Th€~.se Ro;:;:cord Drowirsg::; h<.r-.1e be-en pt·epar,;;d b(J5t::d en i.h:;:: bf.'si. ,:;1vaiioble inforrnc t ion Wh ilit l hi~ inforrnotiori i::;: be:lic;:v-(;"d t ~) b~ r-$liob lt::;, Ci~y of 1\1,;wport Beoc:::h i=> not respon$ible: for i~:s occut-acy, nor tlh: tonors or omissions which may or rr1ay not I·1av-e be-&n lr1cor.porCJted into thes,e pkrns. \ BACK OF CURB I VARIES \ X ...,......-'-0> L, ___.. X • I ! EXISTING JJINT /~ I Im.10VE AND REPLACE IF 5' OR LESS (TYP) PLAN \ \_ FLOOUNE \_ EDGE OF GUTTER L TOP OF CURB ELEVATION ----1' MIN [ VARIES -+---------VARIES r :i(i" LIP / 10% MAX ~SLOPE f ½"..L.;1 - \ -~ • -~-t.' ; ~ \ \ \ 1_ 1' WIDE BY 1' DEEP \ AC PATOi BAO< EXISTING AC SECTION A-A NOTES: / S□EWALK C-;: // i:==-x 1,1 ;-TOP OF CURB \ 1~·--+i 11_L FULL HEIGHT J 1_ FLOWLINE I SDEWAU< ----4' MIN I ,-2::t; MAX SLOPE ~~, ----+---+---- -4" CMB 1. ~EN REMO'v1NG EXISTING SIDEWALK AND CURB AND GUTTER, SAWCUT AND REMO~ TO NEAREST EXISTING JJINT Yr1TI-IIN 5 FEET BEYOND CURB OPENING, 2. SLOPED "X" AREAS ANO SLOPE ORIVEWAYS SHALL HA\lc: A COARSE BROOM FINISH. J. CONCRETE SHALL BE 560-C-J250. 4. "W" SHALL BE MINIMUM OF 24 FEET AND A MAXIMUM OF 35 FEET. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 160-L-A 1 ... fl,,n/ 51568 111'412020 I I OTYEt«i!N~ DAT< NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STAl'VARD DRAWING N::l. DRAWN: P. IOIA~I COMMERCIAL DRIVEWAY APPROACH TYPE I 160 DATE: 11/3/lJJ'2JJ SHEET 1 OF 1 NOTES 1. IF DISTANCE FRc».t CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND .4' MIN PLATFORM (LANDING) AS IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGllUDINALLY OR MAY BE WIDENED AS IN CASED. 2. IF SIDEWALK IS LESS lHAN 6' WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED AS SHOWI-I IN CASE C. ' (NOT USED) 4. (NOT USED) 5. TI-IE PAY LIMITS FOR CURB ACCESS RAMPS SHALL BE AS SHOWN IN DETAIL A. 6. TRANSlllONS FROM RAMPS TO WALKS, GUTTERS, OR SlREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 7. SIDEWALK AND RAMP TI-IICKNESS, "r', SHALl BE 4• MIN. a UTILITY PULL BOXES, MANHOLES, VAULTS Ar-.o ALL OTI-IER UTILITY FACILITIES WITHIN TI-IE BOUNDARIES OF TI-IE CURB RAMP SHALL BE RELOCATED OR ADJUSTED TO GRADE. 9. COUNlERSLOPES OF ADJClNING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND Wlll·HN 48" OF 11,E CURB FLOWLINE SHALL NOT BE STEEPER TI-IAN W: 20H (5.o:;). 10. RAISED TRUNCATED DOMES SHALL BE DARK GRAY IN CCl.OR AND SHALL BE ADA PAVERS AS MANUFACTURED BY WAUSAU TILE, INC OF WISCONSIN, ADA-2 COLOR A-90 OR APPROVED EQUAL 11. DITTCTABLE WARNING SURFACES SHALL BE A MINl~Ut.1 OF 48" l'IIOE PERPENDICULAR m 11,E DIRECTION OF lRA\JEL AND EXTEND 36" MINIMUM IN TI-IE DIRECTION OF TRAVEL FORMER CITY STANDARD PLAN NUMBER (2004 EDlllON): STD 181-L-C I •• fl I n I APP. r 51568 11I24nn2fl , OTY ENGINEER "" MTe "'· DATE DESCRIPTION OF REVISlONS -CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. l<HARAZMI CURB ACCESS RAMP 181 DATE: 11{3/2020 SHEET 3 OF 3 1. ,. ,. NOTES: R=25' FOR COMMUTER SlREETS AND 35' FOR ARTERIAL STREETS UNLESS OTI-IERWISE SPECIFIED. CONCRETE SHALL BE 550-C-J250. LANDSCAPE PARKWAY WITI--1 STREET TREES REQUIRED WHEN DISTANCE FROM CURB FACE TO PROPERTY LINE EXCEEDS 6' IN RESIDENTIAL AREAS. CCNCRETE SIDEWALK IN COf.lMERCIAL AREAS WITI--1 STREET TREES. 1 10' OR VARIES ~ 10' OR --I I VARIES I ¾i" EXPANSION J:JINT MATrnlAL (T"YP) l___it==~· ~ \ \_ CURB ACCESS RAMP PER STD 181 ¾" EXPANSION JOINT MATERIAL (1'1') CURB RETURN AREA WEAKENEll PLANE JOINTS 1" SAYED, OOICl<-JOINT OR EQUAL 1-B' --d --B' --8' --ff --a' --8' --B' - WEAKENED PLANE JOINTS & EXPANSION JOINTS \_ PLANTING OR CONCRITT WALK FORMER OTY STANDARD Pl.AN NUMBER (2004 EDITION)! STD 160-L APP. ~,c:_JJ,_~~flt!J;;!-,,'"'.:!=::::::==:!S.g><!!!_,a ________ ,!!,t;"~'!Q'"'~ NO. DATE DESCRIPTION OF REVISIONS OTY ENGINEER RCE DATE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STAND.ARD DRAWING l>IJ. DRAWN: P. KHAR/\ZM[ SIDEWALK DETAIL 180 DATE: ll{J/2020 SHEET 1 OF 1 ~-]_I-,. -1-24" -_1• --I'~~-R _/ t r'· ¾"' UPl FLOW <! 6" OR a• -''" _/ CURB FACE BATTER l I _,/ " <l<! , I " 1• R <! " WR 12" FOR 6~ CURB FACE ,. <l 14" FOR 8° a.JRB FACE " ") ~ -- TYPE A PCC CURB AND GUTTER (CURB FACE SHALL BE 8" UNLESS 011,ERWISE NOTED) ¼" ]_ t ,. 7 --,3----.-\_½"R 6~0R8• CURB FACE ",,12 , FLOW 12" FOR 6" CURB FACE/ BATTER <l 14" FOR B" CURB FACE "<! -- TYPE B PCC CURB {CURB FACE SHALL BE 5" UNLESS OTI-IERWISE NOTED) M"l_r•• I 12· ~1· I --\_ d I ~ ½" R _I 6" OR a• /NO LIP , ,,12 _/ CURB FACE rx· I BATTER / ~ 12" FOR 5• CURB FACE __.,..,/ ½" R g 1 . t ! " <l 14" FOR a" CURB FACE <l ,. ; .• 1 -- j q Li \ -~ TYPE C PCC CURB AND GUTTER NOTES: 1. GUTTER SURFACE 'MTHIN ♦-or FLOW LINE SHALL BE GIVEN A STE[L TROWEL {APPLIES m TYP[ "A" CURB AND GUTTER). 2. PREFORMED ~ THICK EXPANSION FILlER SHALL BE INSTALlED IN ALL TYPES OF CURB AT THE BC AND EC OF RETURNS. AT INTERVALS OF 50' BETWEEN RETURNS AND AT THE ENDS Of DRIVEWAYS. SIMILAR EXPANSION JOINTS SHALL BE INSTALlED IN ALL GUTTERS ADJOINING CURB. WEAKENED PLANE JOINTS SHALL BE FORMED AT INTERVALS OF '20' BEThEEN RElURNS. (APPLIES TO TYPES "A", "8", "C", AND "F°' CURBS AND GUTTERS). ,. IN SUPER ELEVATED ::ECllOOS TI-IE QJTlER SLOPE SHALL FCl.l.OW THE CROSS SLOPE OF TI-IE STREET PAVEMENT. {APPLIES TO TYPE •c■ CURB AND GUITTR). 4. CONCRETE SHAl.l BE 560-C-3250. FORMER CIPI' STANDARD PLAN NUMBERS (2004 ECllTIDN): STD 162-L AND STD 183-L "'· r I '"fl_Jd/ "" l1Fl<112020 ' , CITYENGIN~ "'' CAT< ,o. Dm DESCRIPTION OF REVISIONS -QTY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHAR/\ZMI STANDARD CURB SECTIONS TYPE A, B, &C 182 DATE; 11/3/202() SHEET 1 OF 1 10% MAX AT CURB a· T'l'P. ~ ~ ~!4x ~ I I I I -~ z •••••• s •••••• mmM mm ................ ................ CASE 11A11 4' MIN I--4' t.4IN -----1 I 21it.4AX I 4'!.IIN I I FRONT EDGE OF SIDEWALK \ GF RETAINING CURB IF NECESSARY AT PROPERTY LJNE 000000:! 000000 B.3% MAX ~~ s,: MIN & mm~ .. mm r FRONT EDGE :::::::;z:::::::f:"";::"":"":"::" :••:••:••:•'.J• =::::;;:::::i-OF SIDEWALK L 1D:C: MAX .J AT CURB ~ CASE "B" RETAINING a.JRB ~ T 4' Mtl f----2% t.1AX --- I 5',;1,tN&: CF 6" TYP. FULL HEIGHT CF FRONT EDGE OF SDEWALK 0° CF I ~ VARIABLE ----i -o~ CF II O" CF ~~ ~ ~ / RETAINING CURB FULL HEIGHT CF ~ ~ O" CF ~ 6" TYP. ::: :.~ "" ------lb_zzVz;AAz;IAz;Bz;LE;;C,;F22~'Zjf---1-- 2X IAAX SLOPE SX t.1IN &: VARIABLE 8.3!11: MAX j ::::::=,1::::====I:===-== O" CF ~1 5,.; MIN &: , 8.3% MAX \ o• CF I CASE "E" FULL HEIGHT CF □• CF RETAINING CURB ' " I---VARIABLE ---I I I II I II II -F1ll """' er FRONT EDGE OF SIDEWALK -.---- VARIABLE a• CF ~ 8.3% MA'< I 11!1!!~ ~J!i!!i FRONT EDGE OF SIDEWALK __l_ =-=-=-d===:::::,::.~c:,1 _1 =:c::'=======''.'.'.···'.'.'.···'.'::··~'.'.'..,.'.'.'. ••• '.':: •• ===':::1::== \ CASE 11C11 \_ Cf USE WHEN SIDEWALK IS LESS lHAN 6' WIDE i--4' MIN -----1 f : Z<MAX : 4'MIN ~ ~I, ·i l'~j 000000 i •••••• FRONT EDGE ;;;;;;~ ~:;;;;;; OF SIDEWALK 10,.; MAX l._ AT CURB ~ \ CF CASE --o• FULL HEIGHT CF CASE 11F11 llt::11 P.L I :,---DIRT REr~,,,o 1: B' ~-r+~'+~~i~~+-'~'0~7 T C:URB + .,3=2'.:.L_,...) + J + -~-¾--) \ VARIES \ 0-0~ + + + (i) + --+,cc,y • t _L1 1 JOIN EX. ---,:!; 0 CF ,. = , ~~""~"E'izzzz,zzz~iz.;~~"I",,._ ____ _ -T 't :mmmm VARIABLE CF ~ FULL HEIGHT CF./ .. :;;;;;;~ ~:~,: ~r J_5' MIN ··::::: I ··:: / 2" IAA~X:-:_,f::.:::=±:,;:::=====±=-=-::-::-::_-==-_: ALONG ACCESS RAf.lP LANDING 5LOPE j BCR o· c, \ FRONT EDGE OF SIDEWALK CASE "G" FULL HEIGHT CF FORMER CITY STANDARD PLAN NUMEERS (2004 EDITION): STD 181-L-A AND STD 181-L-8 APP. --,L"fP_~jfl~:!;j_l,,,!~=======:es!!«!!"'-.------_J'I!,' ~"~'~"~' NO. DATE DESCRIPTION OF REVISlONS OTY ENGINEER RCE DATE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHAR/\ZMI CURB ACCESS RAMP 181 DATE: ll{J/2020 SHEET 1 OF 3 -"' "' 0 .c C.) ~ C: 0 "' :, Vl E ;J-o a, "' ;o -0 ci ~ 0 I 0 u I a, a, a, a, ,-... / 0 -" ~ 0 -;; Q. "' C: 0 L .------------------------------------..-------------.----,-------.--------------------------,----"T"------------..... ---------------------------------------1~ REVIEWED: REVIEWED· / f---+-----+---------------------+-----1 ~a_ I PREPARED BY: Michael Baker a, SUSAN E. MICHALSKI RCE 67916 BEN DAVIS RCE 82033 ~ DESIGN ENGINEER'S NAME ASSOCIATE CIVIL ENGINEER :;, 1------------------------------,-----------lo DESIGNED: DRAWN: - 1-----------'S"'M,-_______ L=-N'-f----ll------+-------------------+-----I DATE __ 0_9~/_07~/_2_1 ___ f---------1 -g_ CHECKED: NC DATE09/07 /21 NO. DATE DESCRIPTION OF REV1SIONS APPROVED SHEET OF / ._ ______________________________________________________________ ._ ___________________________________ .._ _____ _._ ______ ._ __ ._ ____ _. ________________________ _. ____ _._ ____________ .._ ___________________________ .._ _________ I R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 30 CONSTRUCTION DETAILS C-7807-2 CD-011 APP. WDTH VARIES f.--1□• \ '\ ~ \ ~-EXPA:N JOINT ~ATEFIIAL (TYP) BEGIN GUTTER TRANSITION AS REQUIRED j (n'P) 0, 8" PCC OVER\ s• CMB \ I I / I I I I I I ,;, / I / r,/J ' / ' / Ii,_,,,,,,,. 1:./3 ""-------- PLAN VIEW CITY ENGINEER BEGIN GUTTER lRANSITION 51568 "" II I II I II I " I I II I II I i 10· J_ *" EXPANSION JOINT MATERIAL. EXTEND TI-IRU CURB (T'l'P) AC PAVEMENT \ r AC PAVE~ENT 6" CMB SECTION A-A f----VARIES --------j I . xr uP (IfE). 1 ~ 6" Ct.48 SECTION B-B ~ AC PAVEMENT ~, ~ v,aesl [ LIP SECTION C-C ¾" EXPANSION JOINT MATERIAL EXlEND 11--IRU CURB (TYP). i 10· J_ 11 2 2<120 OAT< NOTES: 1. SMOOTI, TROWEL 8" WIDE ALONG FLOWIJNE IN CROSS GUITTRS AND APRONS. 2. CONCRETE S1-1,',LL BE 560-C-3250. J. 4-14 SMOOTI-1 GALVANIZED BARS (4' LONG) 0 18" O.C., J" FROl.1 BOTTOl.1 (T'r'P). ALL LOCATIONS SHOWN. FORMER ClTY STANDARD PLAN NUMBER (2004 ElllTION): S1D 185-L NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO, DRAWN: P. KHAR/\ZMI STANDARD CROSS GUTTER 8 FEET WIDE 185 DAlE: 11/3/2020 SHEET 1 OF 1 CIRCUIT SPLICES SERIES (5KV) (0\/ERLAP APPLIES m EAOi END CF SPLICE) -----THo.4AS & BETTS #2D-B CCNNECTOR, SOI..DERED OR APPROVED EOJAL ---------:-------------------- -----------(USE APPRO\o£D CRIMPNG TOO..). -fl8 Aw:;. SQ.JD CCPPER, 5000 \oQLT SlREET LIGHTING CA8I...E. -----..:---... 3M/SCOIDi BRAI\O #2-3 RUBBER TAPE, OR APPROl.fD EQJAL, 1• -------.......____-==-== m O\-£RI...AP MIN. 1" & Flll DIAMETER 1-----M-IN_. __ e• ______ _, -......__=:---:-: ~N~ ::s)TAPE, OR APffiOVm EOJAL. 1201240V CIRCUIT SPLICES ----~ 3"/SCOT(}j BRJ>NJ SCOID«olI S£'L'NT C>.CRAU. "'A'ffi()',£0 EOOAL ~~~-~118 AWG I ~-~~-.,..,. WIRE (T'i'P.) 3-.1/SCOTCH BRAND ff23 RUBEfR, CF: APPRO\EIJ EQ.J.Al '--.. ~-~ 3M/SCOTCH BROO /133 SNll (MIN. 3 \\SAPS), 00 ~/__.-_../ ~ APPROl,,£0 EQUAL •·---~.,,-j .3MjSCOTOi BRMO SCOTa+::OlE SE>lANT, OR ___,..,.. TH0t.1AS &: BETTS _J .APPROVED EQ.JAL 21J-8 CONNECIDR, SOLDERED OR APPROVED EQUAL GENERAL NOTES THCJ.IAS & E£TTS 600V C-TAP, SERIES 547XX. USE APPRffi£D T&.:B TOO..., PER h/lANUF ACnJRER, CR APPRO\.£D mJAL \ I \ L •SEE Olt.4ENSION, LEFT ____i 1. All PHASE CONDUCTORS SHALL BE STRANDED COPPER, TH'M',, IDENTIFIED BY A CONTlNUOOS, DISTINCT, COLOR-CODED INSULATION. 2. CIRCUIT PAIRS roR 24-0 VAC CONDUCTORS SHALL BE CK TWO DISTINCT COLORS, CONTINUOOSLY TRACEABLE FROM W~INAIRE TO CIRCUIT BREAKER. 3. WITH 11,E EXCEPTION OF 11,E FIRST, 2" DIAMElER CONDUIT FROM THE SERVICE CABINET TO THE FIRST ADJACENT PULLBOX, NO CONDUCTOR INSULATION CClOR SHALL BE DUPLICATED IN ANY COODUIT RUN. WRES OF DIFFERENT AWC SIZES MAY REPEAT COLORS IN THE SAME CONDUIT RUN, 4. CIRCUIT GROUNDS SHALL BE #8 AWG BARE, SOLID COPPER, SPLICED USING THOMAS&: SETTS 'C-TAP'S AS SHOWN, OR APPROVE□ EQUAL, ABOVE. GROUND CctJ□UCTORS TO LUMINAIRES MAY BE REDUCED AS PER SPEClrlCATI/J\I ON sm 205, BELOW. SPLICES SHALL BE SOI.DERED AND TAPED PER va..TAGE REQJIREMENTS. 5. GRAY (2771/), l'MTE, OR 'M-IITE WITH COLOR-STRIPE□ INSULATION SHALL BE USED ONLY FOR THE NEUTRAL. OR GROUNDED-CONDUCTOR. i---2 ½' -,· ----l.;.,;_ __ _,--7-__ ~ J LA'i'ERS OF :'fJ nECTRICAL TAPE NO. 23 ___,,,,./_,..// OVER 3 LA'l'ERS a'" ~ TAPE NO. 3.3 00 EOJAL (T'rPICAL), RUBBER BOOT NOT ACX:EPTAEI..E, COAT IMTH S:::OIDf<OlE SEAf..ANT, CR APPRO~ EQ.JAL ,,/ FUSE HOLDER IN PULLBOX TRON -~ ~ 5 MP GLASS FUSE, UNLESS SPEOFIED OTHERWSE. #HEX-AA OR APPROVED EQUAL. TYPICAL FUSE HOLDER *NOTE "'LUldlNAIRE & LOAD-SIDE OF FUSE HOLDER COPPER CONDUCTOR SIZING STANDARD STD 2D0-A STD 200-B SlD 201 STD 202 STD 2D3-A STD 203-B SlD 203-C STD 203-D LOAD SIDE PHASE CONDUCTOR #10 THWN STRANDED #10 THWN STRANDED #10 TH'IIN STRANDED f10 THWN STRANDED f10 THWN STRANDED #10 THWN STRANDED #10 TH'IIN STRANDED #10 THWN STRANDED GROUND CONDUCTOR :flO STRANDE□ 110 STRANDE□ #10 STRANDE□ #10 STRANDE□ #10 STRANDE□ 110 STRANDE□ #10 STRANDE□ #JO STRANDED lERMINAlE GROUND CONDUCTOR IN nxruRE USING APPROPRIAlE THOMAS & BETTS 'STA-KON' BRAND, SERIES 'C10', OR APPROVED EQUAL, NON-INSULATED FORK TERMINAL APP. "'-51568 11 2 2<120 CITY ENGINEER "" OAT< ""· DAT< DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS CIRCUIT SPLICING, STANDARD DRAWING NO, DRAWN: M. El..ll\S FUSE HOLDER & WIRING DETAIL 205 DAlE: 11/3/2020 SHEET 1 OF 1 RECORD DRAWINGS rhe:se Ri2cord Dr-owir:g~; ha ,_,e b~en pr~pared bQsed on 1.he best c:1v-oiloble in forrncd iCin. Wil il";;C l hi:s informotio11 is bt=l iE:veci to be reliab le, City of hlewport BeacJ-1 is ncl responsible: for its occ1Jracy, nor tht: t t-rors ◊t-om t-ssf0118 wr"ilch may or may not 1-1av-e been lncorpornted int o these plc-ns. II I II I ,· 10" I I II I II l BEGIN GUmR TRANSITION AS REQUIRED (TYP) i ¾," EXPANSION JOINT MATERIAL EXlEND THRU CURB (TYP) I I I I--,a' ---I \ I--10' ---I 1. 2. ,. 4. NOTES: ~f EXPANSION JOINT MATERIAL PLAN VIEW SMOOTH TRO\',U_ B" WIDE ALONG FLOWLII-E IN CROSS GUffiRS AND APRONS. COOCRElE SHAll BE 560-C-J250. '-FLOW LINE *" EXPANSION JOINT ~AlERIAL EXlEND lHRU CURB (T'r'P) 4--#4 SMOOTH GALVANIZED BARS (4' LONG) 0 18" O.C .• J" FROM BOTTOO (TIP). All LOCATIONS SHO~. TO ESTABLISH "K" AND "L" DISTANCES, SEE SHEET 2. 6" CMB SECTION A-A ~:AAIES ~ 0 I_[ .1~ lYP) •• VARIES s• OJB 6" CMB SECTION B-B SECTION C-C 51568 11 4 2020 OTY EOOlNEBl DAT< NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STAl'VARD DRAWING N::l. DRAWN; P. IOIA~I SPECIAL CROSS GUTTER STEEP GRADES 186 DATE; 11/3/lJJ'2JJ SHEET 1 OF 2 1,· I L I 'I sm 30□ CR sm 3□1 \ BULB ANGt.£ INLET \ NORMAL GUTIER -, ' I ~ }-CURB FACE ) FLOW LINE \ • . . ' ,-2· . . < . J I • . " . . -. < .. ); •. . ! ... . . '" . . . . .. . _,__ .. < . . . -.. SECTION A-A I CURB INLET SlRUCTIJRE I i 2· I I I 2 -------1 L Jr ) I ' I ' ' -0) 1 i \ I _., EXISTING V WARPED/ \_ CURB & I GUTTER SECTION _j_ 24• G:lJTTER \ \ -------\- ---\ --------....... \ ~~~----------"::::--~ MATCH NORMAL STREET GRAD£ PLAN LOCAL DEPRESSION INLET GENERAL NOTES: 1. "H" DEPTH fOR ALL BOXES IS 3'-6" UNLESS OTHERWISE SPECIFIED. 2. FOR "t" WAll THICKNESS. SEE TABLE OF INLET PLAN. 3. HEIGHT OF CURB OPENING Will VARY WITI-i TI-IE TYPE OF CURB AND SHAll BE 2" GREATER THAN TI-IE CURB FACE. USE FACE PLATE SHO~ ON SID 305. •. REINF~CING STEEL SHALL BE §4 BARS D 18" CENTERS PLACED ±1 Yi_" CL.EAR TO INSIDE OF BOX UNLESS OTHERWISE SHOWN. 5. STEPS: NONE REQUIRED WHERE "H" IS 3'-6" OR LESS. INSTALL (t,IE SlEP 16" ABOVE FLOOR WHEN "H" IS MORE THAN 3'-5" AND LESS THAN 5'-0". WHERE "H" IS MORE TH-'N 5'-0', STEPS SHAll BE EVENLY SPACED AT 12" INTERVALS FROM 16" ABOVE FLOOR ID WITHIN 12" OF THE TCP OF THE BOX. PLACE STEPS IN WAll WITHOUT PIPE OPENINGS. SEE STO J17. ,. MANHOLE SHAll BE PLACED ALONG BACKWAl..l.. MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY #A-1530 OR EQUAL IMTH LOCKING orncE AN□ LETTER "o" ON NAI.£ PLATE. 7. CURB SECTION SHALL MATCH ADJA[.£NT CURB. SURFACE or ALL COOCRElE SHAU CONFORM 11,1 SHN>E, GRADE, COLOR, FINISH, AND SCORIMG TO EXISTIMG OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. ,. EXCEPT F'OR INLETS USED AS JUNC110N BOXES, BASIN F'LOORS SHALL HAVE A MINlt.lUM SLOPE OF' 12:3 FROM All DIRECTIONS TOWARD OUTl.ET PIPE. ,. GALVANIZING: All EXPOSED METAL SHALL BE HOT DIP GALVANIZED AFlER FABRICATION. 1□. OUTl.ET PIPE SHALL BE TRIMMED TO THE FlNAL SHAPE BEFORE CONCRm IS PO~ED. 11. PIPE(S) CAN BC PLACED IN AfJY WAf..L 12. THE FLOOR OF All INLETS SHAll BE GIVEN A STEB..-TROWEL FINISH. 13. STANDARD OPENING LENGTHS (L) ARE :3'-6", 7, 10, 14, ANO 21 FEET. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 304-L I .. A I n I APP. , "''' 11/24/2020 , CITY ENGINEER "' DAT< ""· DATE DESCRimoo OF REVISIONS -CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: M. El..l{\S LOCAL DEPRESSION DETAIL AND INLET GENERAL NOTES 306 DATE: 11/J/2020 SHEET 1 OF 1 PREPARED BY: Michael Baker FORMULA FOR: ' , , 15 / L =KG1/G3 / / / 14 / / ' / / , 13 / ,-------- I / / / / ' / / 12 I I I I , , , I / 11 ·/ . / , I , , : ~ ./ / I / / / , , I., ' 10 I • . I • ·• •~•4•.••. •. / / / / / / . . u~~'.F\.~ ·• T / / / / g , / ' '/ •• / G,% L , / ,. \: .. , •\ l. B FLDWLM•~;_ •·'• 1•• l -----------4 .. , , , , G3-.,, / / / / / / / -ii-/ 7 ~}· / / / / ~ • · I j . "i,_ ' 6 ~ .. . • , / / / ' ~ T _, / I . ,;T~ G, / / / •. 11 , _, , I I . / / / , 5 • I I , / / / I I • '.1 I I . I / i: , , , , , , 4 I,;,_; / / 1- / _, / / / / / / / l;o/'/ / / / / / / / / . / / / / I / / ,;, 3 "'/ • / / / " •' / / / / / , , /. / / 2 / / ' / , , / , / / / / / , / / / / 1 / / / / , / / / 4 3 2 1 0 G,% FORMER arr STANDARD PLAN NUMBER (2004 EDl110N): STD 1157-L l I"._, I A I APP. "''' 1112412020 L / CITY ENGINEER "' DAre SD. DA,e DESCRIPTION OF REVISIONS -CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDAAD DRAWING l>IJ. DRAWN: P. KHAR/\ZM[ DATE; 1, 2. SPECIAL CROSS GUTTER STEEP GRADES 186 11/J/2020 SHEET 2 OF 2 j_ ,x·J (n'P) 22 Jr ..... -- COVER FOR 24" CLEAR OPENING FRAME BOTTOM PLAN OF COVER _l_ ¾' ===== ¾' T 1--J ½' ---I I T f--4 ¼" -----I DETAIL OF FRAME NOTES: -1" -3 ½" SYMMETRICAL ABOOT ~ %' -q· 7- :::r~.- "Jli." RADIUS FlllETS ft ll," (n'P) ½' ¾ SECTION A-A ,_ _____ 27 !!'------ l 24• -I • x· 1- 32 Jf--------,. SECTION THRU FRAME A ' MANHOl.E FRAME AND COVER SHAll BE MADE OF GRAY CAST IRON CONFOR'-IING TO AS™ A-48, Q.ASS JO, AND PAINTED WITH ASPHALTIJM PAINT EXCEPT FOR ac MACHINED SURFACES. (ALHAMBRA FOUNDRY A-1495). IL.I STORM DRAIN (SANITARY SEWER) COVERS SHAll BE CAST WITH THE LEffiR "D· (·s·) IN THE CENTER Cf' THE COVER AN□ "NEWPORT BEACH" SHALL BE CAST ~ IN THE COVER. Ii:. "'· ~c.ll~~"'-~~~~==::::==:e!!"~"'--------~~'~""'--" CITY ENGINEER RCE DATE NO. DATE DESCIUmDN OF REVISIONS DRAWN; P. KHAR/\ZMI DATE: 11/3/2020 QTY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD MANHOLE FRAME AND COVER (24-INCH) STANDARD DRAWING NO. 318 SHEET 1 OF 3 1. ' 3, 4, 5. ,. CONDUCTORS TO EXTEND A IIIIN. OF 2~• ABOVE FINISHED SURFACE 1 5'-0"MAX. 1 ¼" OIA PVC CONDUIT 'MlH 3 WRES Cl T'f Pl.l.LBOX ¾" CRUSHED BA'.E INSTALL (2) PER_, c~"":'~ BOX 2 ¼" )( 4" ~ 8" COMMON E□ BRICK. 1¼"DIA.P\4: sct£DULE 40 O'JIIDUIT AS PER F'I..J!N, /\ND ms,w " SECTION A-A Ill I I 1 1 ,- EISEL ENTERPRISES NO. 3.5 OR 5 PULL BOX OR PRE-APROVE□ EQUAL MARKED "STREET LIGHT HIGH VOLTAGE" BOX LID ~ 1 ¼" DIA. PVC CONDUIT v.1TH 3 / WIRES AS DETAILED, BELOW. SHALL HAVE L TYPE LOa<ING BOLTS WITH TAMPER RESISTANT nBRYCE" PENTA NUT LOCKING NUTS. NOTE: IF 5 OR MORE CONDUITS~ lERMINAlE IN BOX, USE EISEL ENTERPRISES NO. (5 F) BOX LID SHAll BE STAMPED •HIGH VOLTAGE STREET LIGHTING" 1 ¼" DIA. PVC CONDUIT FUSE HOLDER AS PER sm 205 1 ¼~ DIA. Pvl: s::lmJLE 4'l CCf,IDUIT BACK OF CURB f------5' MAX. TO C/L --t------l CK STREETLIGHT GENERAL NOTES TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD All COr«>UIT SHAll BE 1 ¼" DIA. P.v.c .. SCHEDULE 40, UNLESS SPECIFIED OTHERWISE. PER PLAN. SEE STD 205 FOR FUSE HOLDER &: WIRING DETAILS. AFTER CONDUCTORS ARE INSTALl.ED, All CONDUIT ENDS ~All BE SEAl...fD WITH DUCT SEAL OR PRE-APPROVED EQUAL NO CONDUIT RUN SHALL BE GREATER THAN 180' ElETWEEN PUll BOXES, UNLESS OTHERWISE APPROVED BY THE CITY. NO MORE THAN TWO (2) 90" BENDS BET'ftEEN PULL BOXES. UNLESS OTHERWISE APPROVED BY THE CITY. PULL BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS, RAMPS OR BETWEEN THE B.C.R. & E.C.R. STREETLIGHT OR BOLLARD FORMER aTY STANDARD PLAN NUMBER (2004 EDITION): sm 204-L APP. _,c::_J'P_~ji"._t'!.._:!;j_l,,,!~':::::::==:es!!>S!!"'--------_J''!,' ~"~'~O>'Q_O CITY ENGINEER RCE DATE NO. DATE DESCRimON OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN; M. El.lf\S PULL BOX DETAILS 204 DATE; 11/3/2020 SHEET 1 OF 1 IIIANHOLE F'RAt.E AND COi/ER 2• AC WEARING SURFACE TO MATCH EXISTING ASPHALT I. APP. DRAW'!; DATE: PLAN VIEW / / I I I TACK COAT ON CONCRETE PER STANDARD SPECIFICA TlctlS SECTION J02-5.4 CONCRETE SHAll BE POURED WITH A MINll,WM DISTANCE Cf' 12" AROUND THE LIP Cf' THE M.H. RING. ------•·-------, ,,. "'" L_ -cm), _j_ 2• AC I 0--1 ADJUSTMENT NOTES: LOWER MANHOLE TO 6" BELOW SUBGRADE &: COVER Will, 4'X4'~" STEEL PLAlE PRIOR TO STREET CONSTRUCTION, INTERIOR OF ijANHOLE SHALL HAVE iliORTAR RD'l.ACED AND POINTED IN ALL DISlURBED AREAS. CONSTRUCTION NOTES: INSTALL MANHOLE FRAME AN□ CO'£R PER SlD 318. CONSTRUCT CONCRETE COLLAR 12·xs·. INSTALL 3" GRADE RING WHERE REOOIRE□. INSTALL 6" GRADE RING. "'-CITY ENGlNEER h,-j-----+1/ .,.,¼ \ \ 4 \_ CONCRETE 560-C-3250 4B0 OR 60" t----DIAWETER ----< 2~ MIN TYPICAL SECTION 11 24 2020 D/2 s• GRAVEi.. SUB-BASE NO. DATE DESCRlmON OF REIIISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS P. KHAAI\ZMI MANHOLE ADJUSTMENT DETAIL 11/312020 ~ ' STANDARD DRAWING NO. 321 SHEET 1 OF 1 REVIEWED: 1---+-----+-------------------+------l"~a_ SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER 1---------S~M'-+--------=LN-'-l----+------l--------------------+-------l DATE __ 0_9~/0_7~/_21 __ _ CHECKED: NC DATEi:Jg/o? /21 NO. DATE DESCRIPTION OF REV1SIONS APPROVED :i: "' D .c: " ~ C D "' ::, if) E D ..... 0 m ~ ~ N N ' m 0 "' ,. -0 ~ ~ 0 I 0 u I m m "' m ..... / D -" 0 / > 0 / ;;,: 0.. "' C D L t- / 0 0 < ~ m m m m ..... / D -D -0 0. SHEET OF / I R-7014-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L EAST COAST HIGHWAY AND MARGUERITE AVENUE PAVEMENT REHABILITATION 31 CONSTRUCTION DETAILS C-7807-2 CD-012 "'· I Ir,, I I I I,, I I I I I I I r I I I I I I ~ I / ,,. _.._,_I -+-< , .. T E 1 STREET STANDARD o•VE APPR0.6.CH 5" ± HIGH BUMPERS REQUIRED CN EXTERIOR EXCEPT WHERE A WALL OR OTHER PHYSICAL BARRIER PREVENTS ANY ENCROACHIAENT BEYOND PROPERTY LINE. I I I I I , .. j 7 ~ I I I 8 I I I r ,a· (T'l'P) t I I 2.5' FRONT OVERHANG (TIP) ------.._, ',, ' I I I r-w w O' r-(f) I I I ,-~ 0---------l-----D ______,--I==-,-=--==i--1·• • MINl1r1Ulr1 SETBACK UNLESS OTHERWISE SPECIFIED IN PLANNING AND ZONING REGULA TlONS MINIMUM DIMENSIONS OF PARKING SPACES AND ISLES ·,· ·,· "c' "o" .,. ANGLE OF 't.1D1H OF DEPTH OF SPACE WIDTH OF WDlH Of SPACE PARALLEL PARKING SPACE PERPENDICULAR TO AISLE AISLE TO AISLE 30" B'-6" 16' 14' I 7' ... 8'-6" ,, . 14' ,,. 60" 8'-6" 19' 18' 9'-10· 90' 8'-6" 17' 26' s·-s· fl "'" 11/24/21l2D CITY ENGINEER '" om ,o DATE DESCIUPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS /: " 15 ~ STANDARD DRAWING NO. DRAWN; ?. KHARAZMI DATE: 11/3/2020 t APP. fll cm ENGINEER PARKING LOT STANDARDS MODIFIED TYPE E DETECTOR (LEAD LOOP) "'' "' TWSTEIJ CLOCK'NISE INTO A PAIR (AT LEAST 2 TURNS PER FOOT) WINDING DETAIL lr10DIF1ED T'l'PE E LOOP DETECTOR (NOT TO SCALE) SAWCUT DETAIL ~ODIFlED T'l'PE E LOOP DElECTOR (NOT TO SCALE) 11(.l,4po;o OATS ~ '°· DATE DESCRI?TION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS 805 SI-EEr 1 OF 2 START FINISH STANDARD DRAWCNG NO, DRAWN: P, KHARAZMI DATE: TRAFFIC SIGNAL LOOP DETECTORS 923 11/3/2020 9-IEET20F2 RECORD DRAWINGS Tht:.;:;e Ro;;:c:ord Drawing::; h.:-.;ve b~en pr·ei:-,or~d bu;;,1;;od on i.h;;; br;$l ,:,;1vuiluble :nfcmT1ction. Wllili;;: thj:s inforrnotiori is be,lie,ved to be rd icble, City o f hJ~;1:port 8eoch is not responsibl~ for it;:: OCClffacy, no1--lhi:; tn ors or omission~ which may or may not hov-e beEn lnccrporcJt eO into tl"",es-e plons. OFF-STREET PARKING STANDARDS 1. PARKING !iPACES PARALL.£L TO A PROPERTY LINE SHALL NOT BE L£SS THAN B'-Q" BY 22'-o• PER VEHICLE. 2. SPACES 9--IAU. BE MARKE□ Wll-l APPRD~D mAmc MARKERS OR PAINTED WHITE Ll>IES NOT LESS THAN 4• WIDE. ,. AISLES ANO ENmANCES INTENDED FOR TWO-DIRECllONAL mAVEL SHAU. NOT BE LESS THAN 24' WOE. ONE-WAY TRA\-1::L AISLES SHALL BE A MINIMUM CF 1-4'. 4. PARKING LOTS AND AREAS SHALL BE PAVED WITH ASPHALT, CctlCRffi OR OTHER STREET SURFACING MATERIAL.. OF A PERMANENT NA TlJRE. 5. PARKING LOTS SHALL BE SO DESIGNED THAT CARS LEAVING TJ-E LOT Will. NOT BE PERMITTED TO BACK OUT ON THE PORTION OF smEET RIGHT-OF-WAY (EXCEPTING ALLEYS) USED FOR VEHICULAR TRAVEL. 6. DIRECT ACCESS TO PARKING SPACES \'!Ill. BE PERMITTED FROM AUEYS PROVIDING NOT OVER 10 FEET OF THE ALl.EY RIGHT-Cf"-WAY IS USED FOR THE REAR PORTION OF 11--IE R£QUIRED AISLE V..Dll--1, AND PRO\IIDED THE SPACES ARE SET BACK FROM THE All.EY THE MINIMU~ DISTANCfS SHO"ftN IN THE Fa .. LOWING TABLE: Bl I E:t: !ICil::I ~l~l!dl ltil SEI BB!::~ 15'-0" OR LESS 5'-0" 15'-1" TO 19'-11" 3'-9" 20'-0" OR MORE 2'-6" 7. DIRECT ACCESS TO PARKING SPACES \'!Ill. BE PERMITTED FROM LOCAL STREETS PROVIDING THE ALLOWABLE a.JRB CFENING IS NOT EXCEEDED AND PROVIDED THE SPACE IS SET-BACK A ~INIMUM OF 2'-0" FROM THE RIGHT-OF-WAY LINE. 8. PARKING Will. NOT BE PER~ITIED ON SLOPES GREATER THAN 5%. 9. THE ijAXJMUM R~P SLOPE SHALl NOT EXCfED 15%. 1D. CHANGES IN RAMP SLOPE SHALL NOT EXCEED 11% AIID MAY OCCUR AT Fl'-IE FOOT INTERVALS. 11. THE WIDTH OF SPACES NEXT TO WAl.l.S OR SIMILAR OBSTIWCTIONS SHAU. BE 9'-0". 1, STRUCTURAL ELHIENTS SHAU. NOT ENCROACH INTO THE REQUIRED STAU.. 1'11TH THE EXCEPTION THAT THEY Will. BE All.OWED IN AN ONE FOOT SQUARE AREA AT THE FRONT CORNERS. FORMER CITY STANIJARD PLAN NUMBER (2004 EDlllON): STD 805-L-B 1 ,.._,1AI ""' "'" 11/24/2020 ' ' CITY ENGINEER ,a, ~Te "'· OATS llESCRll'TION OF REVISlONS -CTTY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO oo,w, P.KHAAAZMI PARKING LOT STANDARDS 805 IJATF: 11/3/2020 SHEET 2 OF 2 / TRAFFIC SIGN I--,. "i'"1, // / ,---------✓ r 1 VARIES I I \ ) ' / '----_/ UNISTRUT POST V 2" X 2" 0.0. 14 GA. I 7' MIN 4•-6• ABO'-IE .--FINISH SURFACE -~ ~ B" MIN \ _L FINISH SURfAO::: - 18" IN CONCRETE .30" IN DIRT I j 2-1/4" X 2-1/4" O.D. 12 GA. / UNISTRUT BASE TYPICAL SIGN INSTALLATION NOTES: ,. SIGN SHALL BE STANDARD SIZE PER lHE CALIFCRNIA MUTCD UNLESS OTHERWISE ,. SHOWN. SIGN SHALL BE MADE Of ALUMIWM (0.06 INCH THICKNESS). REFLECTIVE SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC (TTPE 4) OR GREATER, OR APPROVED EQUAL ,. NEW SIGN POSTS SHAU. BE 14 GAUGE, 2 INCH SQUARE (O.D.) UNISlRUT INSTALLED INTO A 12 GAUGE 2-1/4 INCH UNISTRIJT (O.D.) BASE. UNISTRIJT BASE SHAU. BE INSTAf.LED AT A DEPTH OF 18 INCHES IN CONCRETE AND 30 INCHES IN DIRT. CONTRACTOR SHALL USA LOCATION PRIOR TO INSTALLING SIGN. ,. SIGN MOUNllNG HARDWARE AND BRACKETS SHALL BE ~6 INCH STAINLESS STEEL ANTI-SEIZE LUBRICANT SHALL BE APPLIED TO ~Ol..tlllNG HARDWARE PRIOR TO INSTM.LA TION .. 5. SIGNS SHAU. BE INSTAL.LEIJ AT A CLEAR HEIGHT OF 7 FEET UNLESS OTHERWSE SHO'MII ON PLANS. LOCATION OF SIGNS SHOWN ON PL.ANS IS APPROXIMATE AND SHALL BE APPROVED BY THE al'f PRIOR TO INSTALLAllON. ""· r I fll I A.,/. 51568 11/24/2020 ' , CITY ENGINEER "' "'"' '°· DAlE DESCRIPTION Cf' REVCSIONS -CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. IJRAWN: P. KHARAZMI TYPICAL TRAFFI C SI GN I NSTALLATION 924 ~~· 11/3/2020 SHEET 1 OF 1 PREPARED BY: Michael Baker l i ~ I ~ i i e I i i I I I DI d lo lo I I I I I I I I I ,-L.ANE LJNES I I I r I I I ID ID DI I 1.+ D LJ D 1.+ D t+ "' "' .. I I nl CURB .-BWE 2-WAY I / RETROREFLECTIVE MARKER ADHE51;£-,~ J I b I I I I I I PAVEMENT DETAIL "A" I I LEGEND DI DI MARKER (DETAIL "A") D I I FIRE HYDRANT ZJ D 1.+ "' I MARKERS -SHAU. BE 11.UE 2-WAY RETROREFl£CllVE WITH GI.ASS FACES OR 3M 290 SERIES OR EQUAL. DETAIL "B" ADHESIVE -PER MANUFACTURER'S SPECIFICATIONS. SURFACES -CLEAN AND DRY PRIOR TO INSTALLATION PER MANUFAClURER's RECOMMENDATIONS. INSTALL MARKERS WITH RETROREFL.ECTIVE SURFACES FACING ONCO~ING VEHICLES AND OFFSET 2" FROM LANE LINES. NOTES: 1. FIRE DEPARTMENT WILL PROY1DE LOCAllON(S) FOR AU. MARKERS IN PRIVATE RESIDENllAL OEVELOPI.IENTS, COMMERCIAL LOTS, AND ALL OTHER AREAS OUTSIDE OF PUBLIC RIGHT Of WAY. 2. MARKERS IAUST BE INSTAUED AT All. NEW ANO RELOCATED FIRE HYDRANTS AND WITHIN ALL RESURFACING PRO..ECTS. 3. FOR STREETS WITHOUT LANE LINES OR STREETS WITH RAISED PAVEMENT MARKERS AND NO PAINTED LANE LINES, INSTALL MARKERS CN CENTELRINE OR IN LINE WITH EXISTING MARKERS. rORMER CITY STANDARD PLAN NUMBER (2004 EDITlON): STD 902-L NO. DATE DESCRCPTION OF REVJSJONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWlNG NO. CRAWN P. ICHARAZMI FIRE HYDRANT MARKERS 902 DATE· U/3/20"11) FILL GAP WITH CONCRETE MORTAR AS REQUIRED---+-~ 3" <I .LI CONCRETE GR/>JJE RING DETAIL "A" MANHOLE COVER BEAD OF SIKAFLEX 1A SIKA-449/203 PRIMER AMERON AMER-PLATE, PVC MANHOLE TOPPER SHEET 1 OF 1 SEE DETAIL "A" 'y __ ~ ( ' I MANHOLE COVER I I \ ------------------------------' MANHOLE FRAME ,, .. . .ii . • ~~- !/ • !' . AMERON AMER-PLATE, PVC MANHOLE TOPPER + PVC LINER ---II • ' . 1" WIDE PVC WELD STRIP--~ 1. 2. 3. 4. 5. NEW MANHOLE PVC LINER DETAIL NOTE: MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO ONE-EIGHTH INCH HIGH. ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED ON LINER, AND TEST LINER FOR PINHOLES AND "PROBE TEST" FOR WEAK WELDS AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK SEmNG CONCRETE TO FOR COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR FILL AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. __ i~1-~---~--~---------------------------~-------1 i ! 1--+----+---t OP.AGE COUNT'r"SANITATION DISTRICT NOSCAI.E .-O--+----+---t ORANGECOUNlY,CALIFORNIA PVC LINER INSTALLATION EXIST !i ~=~=====~~==:::: •.a=• MANHOLE ADJUST TO GRADE ST!'NDARD DWG. ~ ~ !YO. APPROVED DATE DIETCl<DF:Nl:IIEERtJG DATE S-050A ' ' I s, [ I ~,. CRAWN: DATE: f i I I I • GENERAL LOOP DETECTOR LAYOUT r LIMIT LINE OR CROSSWALK PER PLAN II -;/ _.,..- I /, 1/ LEGEND: I □ 1-\tX DETECTOR INPUT FOR THRCUGH PHASES 0~ 0 0 ,_,y DETECTOR INPUT F'OR LEFT TURN PHASES "" BICYCLE LOOP DETECTOR INPUT 1-1 0 • I CALTRANS TYPE E LOOP DETECTOO 0 0 0 I I 0 ~ODlflED CAL lRANS T'l'PE E LOOP 3-,X 4-,X I DETECTOR (LEAIJ LOOPS -SEE SHEET 2) I / LEFT TURN @ I I LANE CALTRANS T'l'PE D LOOP DETECTOR 0 (BIKE LOOP) / / ' ' Ti,RO.JGH • I LANES I I BIKE LANE I I 0 I I I H>\' I ~ "-EDGE OF GUTTER I I I ~ I I I ,...__ CURB FACE I \ ~ I I NOTES: .. 0 1 0 I 1. UNLESS OTHERWISE INDICATED, TYPE E AND IIIODIFIED TYPE E LOCf' DETECTORS □ SHAU. BE 6' DIAMETER AND TYPE D LOOP DETECTORS 9--IALL BE 3'X6'. 2 LOOP DETECTORS SHALL BE CENTERED IN THE LANE UNLESS OTHERWSE SHOV.tt I PLACE LEAD LOOP DETECTORS ll.1M£DIAIB.Y IN ADVANCE OF LJMIT LINE OR CROSSWALK. 1-,X I 2-o/JX I 3. A MAXIMUM OF 4 LOOP DETECTORS SHAU. BE ON 1 DETECTOR LEAD-IN CABLE (DLC). 4. SEE CIT'f STD 923 SHEET 2 FOR CAL TRANS MODIFIED TYPE E LOOP DffiCTOR WINDING DETAIL. 5. LOOP DETECTOR WIRE 9--IAU. BE T'rPE 2. LOOP DETECTOR LEAD-IN CABLE (DLC) SHAU. BE T'l'PE 8. 6. LOOP DETECTORS SHALL BE INSTALLED PER CALTRANS STANDARD PL.AN ES-5A AND ES-58. 7. LOCJ' DEl[CTOR SEALANT SHALL BE HOT-MELT RUBBERIZECl A::PHALT SEALANT. .1 f\l 'I Al / 1568 11/24/2020 ' , CITY ENGINEER "'" OATS '°· DI\Te DESCRIPTION DF REYJSIONS -CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWIN:> NO. P. KHARAZtiil TRAFFIC SIG NAL LOOP DETECTORS 923 11/3/2020 ALTERNATE: CONCRETE COLLAR TO GRADE (BLACK MIX) ---~ 114 @ 6" HORIZONTAL #4 @ 12" VERT ICAL MORTAR JOINTS, TYP 12" NEW OR EXISTING CONE -----I NOTES: SHEET 1 OF2 MANHOLE FRAME AND COVER PER S-053 OR S-054 3" HOT MIX ASPHALT CROSS SECTION 114@ 6" CIRCULAR #4 @ 12" RADIAL CONCRETE COLLAR 1. NEATLY REMOVE PAVEMENT AND AGGREGATE BASE AS NECESSARY TO MAKE ADJUSTMENT. 2. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS . 3. 4. 5. 6. SET FLUSH WITH PAVEMENT TO ONE-EIGHTH INCH HIGH. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED LINER, AND TEST LINER FOR PINHOLES AS APPROVED BY THE ENGINEER ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED BY GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK-SETTING CONCRETE TO FORM COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. FILL AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. l!-+----1-----1 ORAGE COUNTY SANITATION DISTRICT ORANGE COUNTY, CM.IFORN A .IIPPR(J'<IEDBY MANHOLE ADJUSTMENT TO GRADE NO SCALE STANDARD D'-NG. S-055 ~ ~ NO, APPROVED DATE DIRECTl.lROF ~INEE~G REVIEWED: 1---+-----+-------------------+-------l"~a_ SUSAN E. MICHALSKI RCE 67916 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER 1---------S~M:...+---------=LN-'-l----+-----l-------------------+--------l DATE __ 0_9~/0_7~/_21 __ _ CHECKED: NC DATEi:Jg/o? /21 NO. DATE DESCRIPTION OF REV1SIONS APPROVED :i: "' D .c: " ~ C D "' ::, (f) E D D ~ a, ~ N -....._ N N -....._ a, 0 "' ;o 'O N ~ D I 0 u I a, a, a, a, ,.... / D -" 0 / > 0 / ;;,: o,_ "' C D L r-/ 0 0 < ~ a, a, a, a, ,.... / D -D 'O 0. SHEET OF / I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT EAST COAST HIGHWAY IMPROVEMENTS 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L R-7014-S 38 PAVEMENT DELINEATION NOTES AND LEGEND 32 SIGNING AND STRIPING CONSTRUCTION NOTES:SIGNING AND STRIPING LEGEND: DETAIL "C" DETAIL "A" DETAIL "B" DETAIL "D" DETAIL "E"C-7807-2 DETAIL "G" DETAIL "F" SIGNING AND STRIPING GENERAL NOTES: “” ”” PD-001 SHARROW PLACEMENT YIELD LINE LAYOUT 12"6" 36" 12 FT 24" 84" 18" 30" 12" 2.5" 2.5" MEDIAN NOSE 4' OR GREATER DETAIL "H" 30" 12" 2.5" 2.5" MEDIAN NOSE LESS THAN 4' DETAIL "J" 6" 12" 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS, THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS OF THE SPECIAL PROVISIONS. 5. THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BE APPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HAS BEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS. THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm (80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMIT LINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil) THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD. SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEE CITY STANDARD DRAWING NO. 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING. 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, PLACED AT 40 FOOT INTERVALS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE. PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NOS. 923-L-A AND 923-L-B. 10. R81(CA) SIGNS TO BE 12 x8. 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. 12. ALL RELOCATED AND/OR NEW SIGNS SHALL BE INSTALLED AT A MINIMUM 7 FOOT HEIGHT CLEARANCE TO THE BOTTOM OF SIGN. 13. ALL R32(CA)(MOD) SIGNS SHALL BE INSTALLED AT A 45" ANGLE TO THE ROADWAY. 3'-0" T J_ DETAIL 39A T VAR SEE PLANS _L N.T.S. GREEN MMA MARKING CENTERED IN BIKE LANE (TYP) i------------20·-o·· ------------1-i DETAIL 39 N. T.S. r5•-0·7 ~-- GREEN PREFORMED THERMOPLASTIC MARKING CENTERED IN BIKE LANE (TYP) GREEN PREFORMED THERMOPLASTIC MARKING (TYP) SHARED ROADWAY BICYCLE MARKING PER CAL TRANS STANDARD PLAN A24C ~'I 7 ) 4" ::c<:c:,c1" ,JI\L=-SS U f-=J-.-: 'i-i 1 ·~; =- I 1,: I ell Uk 1-2"1 'I I Cll\1 19")( p," 'IC EO=:DER ~:i-/c I i:;i" >C'i(::" 11:L~~<: [ ~ ,\:_, "=a==.==~-~~- N.T.S. N.T.S. RECORD DRAWINGS Thti.se Rccc;rd Drewing~, have be:-e:.1 pr·epar,e;d bCJsi;;d en iht: b~f,i ,:,:iva lloble information. Wh ilt; l hi;, information is believed k) be r~licble, Ci~y of hlewpo,t Beach ·1::; nd respo11 sible fo, it~ occuracy, nor U1t-t<t-r ors 0 1· omissions which nlay or rnay not 1·1av-e been lncorpornteD in to ti-1 ese 1:i l0r:s. LANE LINE EFFECTIVE LANE WIDTH <14'-Q" LANE LINE CENTERED IN EFFECTIVE LANE WIDTH ~)>---. .. [I] EXISTING TO REMAIN. @) INSTALL PAVEMENT MARKING OR ARROW AS NOTED. @ REMOVE AND SALVAGE SIGN AS NOTED. ~ \ \ RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. /Ji:\ INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, '1f_i INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. @ SIGNALIZED INTERSECTION. @) INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED. @ REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING. OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY WET SANDBLASTING PROCESS. @ INSTALL DETECTOR LOOPS PER CNB STD. DETAIL NO. 923 ON SHEET 43, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. t DIRECTION OF TRAVEL EFFECTIVE LANE WIDTH >14'-Q" N.T.S. ~ f--v -----r-t -I I--1 --I I-13'-o" -1 --t- s'-o" CURB N.T.S. 4• 1'-0" I 20'-0" I 20'-0" I I-+ -I N.T.S. 4' MIN. CURB I SEE CALIFORNIA MUTCD FIGURE 38-21 (CA) 20'-0" I- I -I CURB a'-o" j 1'-0" J 8"-Q" 2'-0" f-7 N.T.S. N.T.S. .LL PROPOSED SIGN (DOUBLE UNISTRUT) -"-PROPOSED SIGN " EXISTING SIGN CHANGE OF PAVEMENT DELINEATION DETAIL) EXISTING LANE WIDTH PROPOSED LANE WIDTH l:,, ANGLE POINT PROPOSED RED CURB (LENGTH AS SHOWN) r, 2 2 2 I PROPOSED GREEN CURB (LENGTH AS SHOWN) llllil TWO-WAY BLUE RETROREFLECTIVE PAVEMENT MARKER ]25" 4'-0" 6'-0" N.T.S. 2'-0" f-7 10·-o· J_ ,._o .. T 101-011 rn " --c:, " ::, "' ..: " ·,; " ----, E C. 0 r<J N -0 0 I 0 0.. I "' "' "' "' r-- / a _;';;- > ~ 0.. rn C: " ,----------------------------,-------------r---,-----.-------------------,-------.-----------.------------------------------t>:, APPROVAL RECOMMENDED: 0 REVIEWED: PREPARED BY: Michael Baker N.T.S. ~~ MARC S. VIOLETT RCE /173486 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: TONY BRINE RCE 45521 CITY TRAFFIC ENGINEER AD AD ------'-1----i------1---------------------1------1 DATE __ 10~/_0~7/_2_1 __ _ CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED 0 <( ;;'-"' "' "' "' r--;:-1----------------------~--------1 " ~ " 1----------1 --c:, ? SHEET OF ,__ ______________________________________________ .._ __________________________ ..._ _____ .._ ___ _.__._ __ ..__.._ ___ _._ __________________ ..._ __ ___, _________ ...._ ____________________ ...._ ______ ___.I RB 09 07 21 151+ 0 0 152+0 0 153+00 154+00 155+00 156+00 157+00 158+00 158+42.70 15 8 + 5 4 . 1 0 159+00 160+00 161+00 162+00 163+00 151+ 0 0 152+0 0 153+00 154+00 155+00 156+00 157+00 158+00 158+42.70 15 8 + 5 4 . 1 0 159+00 160+00 161+00 162+00 163+00 151+ 0 0 152+0 0 153+00 154+00 155+00 156+00 157+00 158+00 158+42.70 15 8 + 5 4 . 1 0 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT EAST COAST HIGHWAY IMPROVEMENTS 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L R-7014-S 38 SIGNING & STRIPING STA 151+54.03 TO 176+00 33 MACARTHUR BLVD MA T C H L I N E S T A 1 6 3 + 5 0 SE E B E L O W L E F T EAST COAST HIGHWAYDAHLIA AVE FERNLEAF AVE FERNLEAF AVE DAHLIA AVE SE E A B O V E R I G H T MA T C H L I N E S T A 1 6 3 + 5 0 EAST COAST HIGHWAY MA T C H L I N E S T A 1 7 6 + 0 0 SE E P D - 0 0 3 GOLDENROD AVE GOLDENROD AVE HELIOTROPE AVE IRIS AVE IRIS AVE JASMINE AVE C-7807-2 SIGNING AND STRIPING CONSTRUCTION NOTES: CARNATION AVE HELIOTROPE AVE SIGN LEGEND: PD-002 SIGNING AND STRIPING LEGEND: NOTES: 1. SEE SIGNING AND STRIPING GENERAL NOTES ON SHEET PD-001. R4-7 DETAIL "H" IS R6-1 N-1(CA) RS R3-4 SIGN POST ( 5 LOOPS) I..OEc..r-... 4" WHITE LEAD LINE (TYP) PM 50' JOIN EXISTING STRIPING @ STA 151+q4 DET "B" 12" WHITE LIMIT LINE PM R9-3(0N TS POLE) E W4-1 E E R4-7 '@ N-1(CA) RS OM2-1H M2-1H,' . DETAIL "H" IS PM DETAIL "F" W11-15 E W16-7P 4" WHITE PM LEAD LINE (TYP) 50' W11-15 E W16-7P D11-1 (MOD) 39 368 .. \ 12" WHITE CHEVRONS PM @ 13' SPACING -1a NB349 9 MDETAIL "A" R2-1(40) D3-1(2) R81 (CA) E R81A(CA) "TOURIST INFO" "BIKE LANE" & ARROW PM IL (3 LOOPS) 39 6' R1-1 E VAR + 11' 9' R32(CA)(MOD) IS RS 26 S IS R32(CA)(MOD) 11' 11' R1-1 E R3-2 c::::,...--'C/ DETAI ®:..-+-'"7 PM BLUE 4" WHITE LEAD LINE (TYP) 50" W74(CA) E R28(S)(CA) 4" WHITE LEAD LINE (TYP) PM 50' E D11-1(MOD) 19' I 7,f---t--f...._,_,=--==;-:;t==, ~ d, o 101' OCTAci(I f ' 12" WHITE PM CROSSWALK "WAYFINDING(CUSTOM") 4" WHITE PM LEAD LINE (TYP) 50' E R2-1(35) D3-1(2) R4-11 E R28(S)(CA)(ON TS POLE) R9-3( ON TS POLE) R36(CA) E DELIVERIES EXEMPT (CUSTOM) D3-1(2) "COMMUNITY CHURCH E IL (8 LOOPS) CONGREGATIONAL" (CUSTOM) R32(CA)(MOD) IS RS DETAIL "C" (TYP) 38 140' 5' 5' 8' < f 11' 11' 10· 6' "STOP" AND 12" STOP BAR PM -+ 11' 70' OPENING 11' < f 8' + < ' 9' 0 8' < f + 8' PM TYPE IV(L T) (TYP) -< f + 9 < f 9' 26 R6-1 IS R49(CA)(Rt) R49(CA)(Lt) ' " 0 " 0 .in 8' 4" WHITE R6-2( R6- 26' LEAD LINE (TYP) 50' 0 R3-4( ON TS POLE) RS R3-4 24"X24" IS 4" WHITE LEAD LINE (TYP) PM RS IS R32(CA)(MOD) E CDM(CUSTOM) @)R49(CA) 12" WHITE CROSSWALK'-"''""' DETAIL "E" (TYP) PM DETAIL "F" PM 4" WHITE 50' M LEAD LINE (TYP) 50' 12" WHITE LIMIT LINE PM [I] EXISTING TO REMAIN. PROTECT IN PLACE ~ INSTALL PAVEMENT MARKING OR ARROW AS NOTED. @) REMOVE AND SALVAGE SIGN AS NOTED. /--.. c..~,,-),' i .__ -:~ RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) ~'el AS NOTED. f'ii\ INSTALL CAL TRANS STRIPING DETAIL PER NUMBER NOTED, .Jf_; INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. @ SIGNALIZED INTERSECTION. @) INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED. @ REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY WET SANDBLASTING PROCESS. @ INSTALL DETECTOR LOOPS PER CNB STD. DETAIL NO. 923 AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. ® PAINT MEDIAN NOSE CURB, 2-COAT, YELLOW PAINT. DETAIL "E" PM (TYP) _LL PROPOSED SIGN (DOUBLE UNISTRUT) ..c.. PROPOSED SIGN EXISTING SIGN CHANGE OF PAVEMENT DELINEATION DETAIL) EXISTING LANE WIDTH PROPOSED LANE WIDTH I':, ANGLE POINT PROPOSED RED CURB (LENGTH AS SHOWN) PREPARED BY: Michael Baker "STOP" AND 12" STOP BAR 4" WHITE LEAD LINE (TYP) 50' 38 50' 32' 19' 11' 0 g' □ 9' 20' f < ' < 12' -DETAIL "H" IS R3-4 11' -I • 9' 3' 14' R3-4 14' VAR N-1(CA) f + WAYFINDING(CUSTOM) E D3-1(2) R32(CA)(MOD) IS RS DETAIL "E" (TYP) PM TYPE IV(L T) (TYP) 9' L DETAIL "H" IS 60' OPENING--l R1-1 E 11' 7' 10· 11' "STOP"AND ~12" STOP BAR ~ll I -Fe? + 8' -I 1- 11' RS OM2-1H 11' 26 + RS IS R32(CA)(MOD) DETAIL "C" (TYP) 9 8' PM TYPE I V(L T) (TYP) + < - 0 LO 0 0 :ao19• R3-18 + < f + < f 11' + 8' < f 115' 11' 11' 8' + + LO -i t- + < ' 8' 30' 10' 8' 8' 11 E D3-1(2) 9 □ □ 8' 7' □ 29 18' 18' ~ E D3-1(2) R2-1(35) 8' 8' 38 160' 4" WHITE LEAD LINE (TYP) PM 50' RS IS R32(CA)(MOD) 38 65' DETAIL "E" PM (TYP) S IS R32(CA)(MOD) 16' ,--..,cc, "STOP" AND 12" STOP BAR BLUE RPM D3-1(2) COMMUNITY YOUTH CENTER(CUSTOM)(2) R49(CA) SEE NOTE 1 R32(CA)(MOD) IS S 33' + 8' + 11' 11' -10· I-so· OPENING-I TYPE IV(LT) (TYP) PM BLUE RPM ~-~12• WHITE RP PM CROSSWALK 4" WHITE PM LEAD LINE (TYP) 50' R32(CA)(MOD) IS RS RP P "STOP" TYPE IV(RT) PM RECORD DRAWINGS These Rt:'.cord Drow1r,gs hcr-.'e been pr-eµured ba:5ed 011 t he besi. civoiiable inforrnution_ Wllilt;;:: this inforrnotior, is bc:;::li-ev-ed t o be rdioble, City of hlcwport Beoch is net respo11s·1blo:;: for its occvI-ocy, nor th1;, tnors ◊t-omtssions which m-oy or may not 1-1ove b-een ll'icorpo rcited into tl·,ccee pl-on:::::. R3-2 RS 12" WHITE CROSSWALK PM p R32(CA)(MOD) IS RS 12" WHITE LIMIT LINE PM IS DETAIL "H" R1 D3-1( R49(C E OCTA BLUE RPM PM DETAIL "F" PM 38 45' R32(CA)(MOD) IS RS PM TYPE IV(L T) DETAIL "C" (TYP) (TYP) ' DETAIL "E" M (TYP) 43' 0 + 11' 11' 6' -1 o' 11' M2-1H 1 LI I -11' 19' 19' 11' 298' :ao 28' 0 8' 8' ••• 9 IL (2 LOOPS) DETAIL "E" PM (TYP) RS IS R32(CA)(MOD) Cf1Y OF NEWPORT BEACH ~~ 22· 38 100' (5® BIKE ROUTE E-Fml!BCIIIS .... 6' 5' + 21' D □ 12" WHITE LIMIT LINE PMI MacArthur Blvd ♦ MARC S. VIOLETT RCE /173486 f---+-----+-------------------t---- DESIGN ENGINEER'S NAME DESIGNED: DRAWN: 34' 29 RS R3-18 I 10-15(MO R10-15(MO -5(MOD) TONY BRINE RCE 45521 CITY TRAFFIC ENGINEER 8' f-------'-A_D _______ AD'-1----1----+-------------------+-----DATE __ 1_0/_□~7/~2_1 __ _ + < f 7' TYPE IV(LT) (TYP) 4" WHITE LEAD LINE (TYP) 50' + 8' < 13' 38 65' 9 E R49(CA) 4" WHITE M LEAD LINE (TYP) 50' 15' ; YPE IV(LT) 2 LOOPS) RS IS R32(CA)(MOD) @)R49(CA) "' Cl " "' Cl fr'. ..: "' '> Cl --, E C. N "' N PP PP 176+ 0 0 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 9 + 0 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 176+ 0 0 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 9 + 0 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 USMAIL USMAIL 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT EAST COAST HIGHWAY IMPROVEMENTS 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L R-7014-S 38 SIGNING & STRIPING STA 176+00 TO 201+50 34 M A T C H L I N E S T A 1 8 8 + 5 0 S E E B E L O W L E F T EAST COAST HIGHWAYLARKSPUR AVE JASMINE AVE SE E A B O V E R I G H T MA T C H L I N E S T A 1 8 8 + 5 0 SE E P D - 0 0 2 MA T C H L I N E S T A 1 7 6 + 0 0 MA T C H L I N E S T A 2 0 1 + 5 0 SE E P D - 0 0 4 LARKSPUR AVE MARGUERITE AVE MARIGOLD AVE NARCISSUS AVE ORCHID AVE POINSETTIA AVE POPPY AVE HAZEL DREAST COAST HIGHWAY SEE PD - 0 0 7 MATCH L I N E S T A 1 2 + 5 0 C-7807-2 SIGNING AND STRIPING CONSTRUCTION NOTES: PD-003 SIGNING AND STRIPING LEGEND: SIGN LEGEND: NOTES: 1. SEE SIGNING AND STRIPING GENERAL NOTES ON SHEET PD-001. R3-4" IS R3-4 RS TYPE IV(L S OM2-1H DETAIL "C" M (TYP) DETAIL "E" PM (TYP) 4" WHITE LEAD LINE PM 50' WAYFINDING(CUSTOM) D3-1(2) RL R49(CA) DETAIL "H" R49(C BLUE RPM, 12" WHIT CROSSWAL "STOP 7' E R100B(CA) \ RS IS R32(CA)(MOD) TYPE IV(LT) (TYP) \ 4" WHITE PM LEAD LINE PM BLUE RPM E R1-1 • • 26 I I S IS R32(CA)(MOD) 4" WHITE LEAD LINE (TYP) 50' G28-2(CA)(1), RS G48(CA)(GREEN) E D3-1 (2) W3-3 E R49(CA) R1-1 E R30A(CA) c.s,::-,."STOP" AND RP p 12" STOP BAR • 7' .., ,. 11' 9 TYPE IV(L T) PM (TYP) BLUE RPM DETAIL "E" (TYP) 50' , D3-1 (2) R2-1 (35) E 37' POST OFFICE(CUSTOM) G28-2(CA) G47(CA) I I DETAIL "E" (TYP) PM 4" WHITE LEAD LINE (TYP) PM 50' RS IS R32(CA)(MOD) 38 75' M TYPE IV(L T) (TYP) 1 o· '-' 11 , f-:-7'::1...--L_ --:::, 7' ' 8' 11' 11' --, ______ :-_-_~,r~,o;:;;,---1.-_ _j_ 12' OM2-1H RS 12' ' 14' 11' 11' ~ 8' + 5' 0 <>c IS R2-1(35) D3-1 (2) L R49(CA) jR4-11 9 A~IslS R32(CA)(MOD) DETAIL "C" (TYP) PM 0 8' C 9' O Oo + 11' 11' DETAIL "H" IS ao + 85' 38 10' TYPE IV(L T) PM (TYP) "WAIT HERE" (TYP) PM RP PM "STOP" OM2-1H RS 6' BLUE RP R36(C R32(CA)(MOD) IS RS BLUE RPM TYPE VII( R61-5(CA)(MOD) E 12" WHITE M CROSSWALK DETAIL "E" PM TYPE IV(LT) (TYP) PM 4" WHITE LEAD LINE (TYP) PM 50' R32D(CA)(MOD) IS S 38 50' 55' 0 19' 1 17' 4" WHITE LEAD LINE (TYP) 50' R32(CA)(MOD) IS 9 6 1 o· 3' 7' . 0 If) a·-, ' 11' 13' l ~A YFl~D~NG(cus:oM.) .,Q§)R6-1(Rt) , "" (J) v 7' 8' + 19' M TYPE IV(L T) (TYP) (J) Ol 130' 38 DETAIL "E" (TYP) 9 D4-1 (MOD) IS S R3-7 BUSES EXEMPT(CUSTOM) E ® 27' I "' IL (8 LOOPS) \ I TYPE IV(L / TYPE Vll(R "ONLY" "OK" JOIN EXISTING STRIPING 22 @ STA 9+00 "STOP" p 12" WHITE ELD LINE CROSSWAL Rl-5A "WAIT HERE" PM (TYP) 9 5' L, 5' + 8' cc 11' 11' + 4" WHITE LEAD LINE (TYP) 50' W11-2 W16-9P E 26 + 11' 11' 6' "STOP" AND r--JLC,. 12" STOP BARs_-:;,""" R1-1 D3-1(2) R49(CA) R (8 LOOPS) IL I TYPE IV(LT) ' IS DETAIL "H" 11' 11 ' 11' 3' 4" WHITE LEAD LINE (TYP) 50' ao + + 8' 9 DETAIL "E" (TYP) RS IS R32(CA)(MOD) 11' '8' 7' 16' R1-1 E RP PM "STOP" ------""-'E R5-1 E R6-2(MOD) E UNAUTHORIZED VEHICLES (CUSTOM) M TYPE IV(L T) (TYP) D3-1 (2) R10-7 R49(CA) \ PM DETAIL "F" IL (8 LOOPS) 0 R32(CA)(MOD) IS 38 140' C)C + 8' .\ 1- 11' 11' DETAIL "E" M (TYP) DETAIL "C" (TYP), 6" WHITE LEAD LINE (TYP) P 50' R32(CA)(MOD) IS RS 6' + 39•- 12' ~---s· .\ ' ' 11' y/>,R ' t-___ 12'--I o o C ::::---@DETAIL "H" DETAIL "H" IS RS OM2-1H -,> + \ E R1-1 0 '291 38 85' 29 26 12" WHITE LIMIT LINE (TYP) RP PM "STOP" 12" WHITE p CROSSWALK R49(CA) E LIBRARY(CUSTOM) M "KEEP CLEAR" 12" WHITE 4" WHIT LEAD LINE (TY 5 R32(CA)(MOD) ~J-~ DETAIL "C" PM (TYP) PM LIMIT LINE (TYP) 38 100' \ \ RSOM2-1H . . IS DETAIL "H" 1B' 11' 1 o· ______ -- - - 14' ,,· 0 DETAIL "E" M (TYP) RS R2-1(35) R10-7 L D3-1(2) R49(CA) \ p TYPE IV(L T) (TYP) 4" WHITE PM LEAD LINE (TYP) 50' • PE IV(LT) TYPE IV(L T) PM (TYP) S IS R32(CA)(MOD) "KEEP CLEAR" TYPE Vll(RT) PM E R10-15(0N TS POLE) E R61-5(CA)(MOD)(ON TS POLE) PM 12" WHITE LIMIT LINE (TYP) "KEEP CLEAR" '-=-"'-;;;, -2(2) \~,;~-\---IE R61-5(CA) 12" WHITE LIMIT LINE (TYP) 4" WHITE 6" WHITE M LEAD LINE (TYP) 50' (8 LOOPS) IL R49(CA) Ill BIKE ROUTE(CUSTOM) LEAD LINE (T-g='J P ~ ( 4 LOOPS) IL Q I 5' DETAIL "E" (TYP) PM 9 OCTA E OM2-1H E / RP DETAIL "F" 0 12" WHITE PM CROSSWALK RECORD DRAWINGS The::.se R-tcord Dre-win g~; have be:en prepured bused 011 1-he best civaiiable lnforrr1c llc;n_ Wll il-t this in forrnotion is bel ;eved t o be rel iable, City of I\Jewp ort 8eoch is net responsible for ,-ts occuracy, nor lht: -s-rrors ot· omtssions !..Vhich fna y or may not 1~1av-E: been lr1 corpo1c1ted int o tl·1ese plc-ns. / E D3-1 (ON TS POLE) / 4• WHITE R1-1 E PM LEAD LINE 50' "-''I-./S R32(CA)(MOD) DETAIL "E" (TYP) I I I ,--._,,--."STOP" AND 12" STOP BAR IL (2 LOOPS) 9 DETAIL "C" PM (TYP) 21' 10' 5' 0 64' ! 20' 19' 7' 38 150' _J 13' 40' 8' + 11' IL (2 LOOPS) 4" WHITE M LEAD LINE (TYP) 50' 7' ao 38 130' 9 PM TYPE IV(L T) (TYP) + 19. 98'0 / OCT~ -l DETAIL "H" IS (8 LOOPS) IL / DETAIL "F" ,,'-'7,..,, ® I -1 o· ao 84' OM2-1H RS / DETAIL "H" IS 8' + 11' 11' 6' 11' 19' • BLUE RPM . '1 a 8' 1 o· 1 LI = EP PM TYPE IV(L T) (TYP) + + 50' 26 0 0 ao N If) 19' 1,. 16' 11' 19' RS IS R32(CA)(MOD) "' 0 ,::, "' Cl fr'. ..: "' ·,; 0 ---, E C. 00 t'l N '-'7'C/ 4" WHITE LEAD LINE (TYP) SG60(CA) IS POST OFFICE(CUSTOM) RS DETAIL "E" (TYP) PM R32(CA)(MOD) IS RS 12" WHITE CROSSWALK PM D3-1 (2) E W11-2 W16-7P M TYPE IV(LT) R32(CA)(MOD) IS (TYP) 38 75' R49(CA) E 12" WHITE CROSSWALK R49(CA) R32(CA)(MOD)='= R32(CA)(MOD) IS RS DETAIL "E" PU (TYP) E D11-1 (MOD) IL (4 LOOPS) R6-1(Rt) IS '=''I=S R32(CA)(MOD) D3-1(2) E R6-2(RT) 50' [I] EXISTING TO REMAIN. @) INSTALL PAVEMENT MARKING OR ARROW AS NOTED. _ @) REMOVE AND SALVAGE SIGN AS NOTED. ,' r-!,· \'; ~ RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. (j) INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. @ SIGNALIZED INTERSECTION. @ INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED. REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY WET SANDBLASTING PROCESS. .J....L ..Q.. R1-1 E PROPOSED SIGN (DOUBLE UNISTRUT) PROPOSED SIGN EXISTING SIGN CHANGE OF PAVEMENT DELINEATION DETAIL) EXISTING LANE WIDTH PROPOSED LANE WIDTH ANGLE POINT ====J;P>RROPOSED RED CURB (LENGTH AS SHOWN) '217 PROPOSED GREEN CURB (LENGTH AS SHOWN) D3-1(2) E IS DETAIL "H" C, "' ,::, t'l 0 2 HOUR r [)._ p AR K I N G CllY OF NEWPORT BEACH t CJl 7AM-6PM R 1 ) 11 ~ 4~lo -2~f-----4lo __ 8lo __ _,11o ~ ~y ARKING ONE WAY ~ SCALE: 1"=40' <" R32(CA)(MOD) D4-1(MOD) R6-1(R) R9-3 R3-2 2R4~x-244,, ~ 12"x18" 18"x18" 'In ll8il TWO-WAY BLUE RETROREFLECTIVE PAVEMENT MARKER *INSTALLED AT 45· ANGLE SIGNAL MAST ARM § ,----------------------------,------------r---,-----.-------------------,-----.-----------.------------------------------t>:, REVIEWED: APPROVAL RECOMMENDED: 0 PREPARED BY: Michael Baker ~~ MARC S. VIOLETT RCE /173486 1---+-----+--------------------+-------1 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: TONY BRINE RCE 45521 CITY TRAFFIC ENGINEER 0 <( ;;'- CJ) CJl CJl CJl r--:;;--1------------------------------1 0 ~ @ INSTALL DETECTOR LOOPS PER CNB sm. DETAIL NO. 923 ON SHEET 43, AND I--___ A_D ____ A--'D'-i----1------1-------------------1------IDATE __ 10~/_0~7/_2_1___ 1----------1.g ,__ _____ c_o_NN_E_c_T_To_D_E_TE_c_T_o_R_L_E_A_D_-_1N_c_A_BL_E_1N_E_x1_s_T1_N_G_P_u_L_L_B_o_x_. ____________________ .._ __________________________ ..... c_H_Ec_K_rn_, __ RB....,_DA_TE_o_'9._0_7..._21....__N_o ....... __ D_AT_E _ _._D_E_s_cR_1P_TI_o_N_o_F_R_E_V1_s1_0N_s _______________ A_P_PR_o_VE_D..._ _________ .._ ____________________ .._sH_E_ET ___ o_F __ ... : 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT EAST COAST HIGHWAY IMPROVEMENTS 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L R-7014-S 38 SIGNING & STRIPING STA 201+50 TO 227+00 35 EAST COAST HIGHWAY SEAWARD RD EAST COAST HIGHWAY MORNING CANYON RD SE E P D - 0 0 3 MA T C H L I N E S T A 2 0 1 + 5 0 MA T C H L I N E S T A 2 1 3 + 5 0 SE E B E L O W L E F T SE E A B O V E R I G H T MA T C H L I N E S T A 2 1 3 + 5 0 MA T C H L I N E S T A 2 2 7 + 0 0 SE E P D - 0 0 5 C-7807-2 SIGNING AND STRIPING CONSTRUCTION NOTES: PD-004 SIGNING AND STRIPING LEGEND:SIGN LEGEND: NOTES: 1. SEE SIGNING AND STRIPING GENERAL NOTES ON SHEET PD-001. R2-1(35) E HAZEL CLOSED TO THRU TRAFFIC(CUSTOM) OM2-1H RS R4-7r,:;;::.. N-1(CA)~ DETAIL "H"@) RS R32(CA)(MOD) R4-11 E 19' . 0, v 7' □ 1111 11110011 0 I - 9 R32(CA)(MOD) JS D3-1(2) DETAIL "E" 9 □ 5' 105' 38 155' R32(CA)(MOD) S CENTERLINE E R81 (CA)[[) TS i~L~@: 0 p TYPE IV(LT) (TYP) E (4 LOOPS) PM BLUE RPM PM 12" WHITE CROSSWALK 10' INSIDE WIDTH R10- D3-1( D3-1( 12" WHITE LIMIT LINE BLUE RPM M 6" WHITE LEAD LINE 50' OCTA E 131' 19' i,' DETAIL 1 o· 1,. 19' 6" WHITE LEAD LINE 50' "H" IS □ DETAIL "c" BLUE RPM .7 "STOP" AND== 12" STOP BAR=M"'-" "KEEP CLEAR" (TYP) R1-1 E --= --l:i:i!! ~ --30' :.a.: = = = 30' PM "KEEP CLEAR (TYP) 12" WHITE M LIMIT LINE I -= -= --= = I E 12" WHITE PU CROSSWALK DETAIL "D" PM 0 \' ~ M BLUE RPM 6" WHITE 39 200, (Pr' TYPE IV(LT) 39 NO THRU TRAFFIC(CUSTOM) E R5-2 R20D-1(CA)(3 TONS) 12" WHITE p LIMIT LINE 6" WHITE LEAD LINE 50' R81(CA) E R81B(CA) 38 195' □ □ 6' -- 12' 12' 1 o' 6' 12' 6" WHITE PM LEAD LINE 50' 12" WHITE M LIMIT LINE ~DETAIL "D" - PM DETAIL "D" NB350 E R81A(CA) R81(CA) 39 200' • E OCTA 39 9 RECORD DRAWINGS The sB Re,cord Drewing~; hove b8en prepur~d bosed en ihe best c1vo iloble information. Wh iltc l h i;,: information is believed 1o be reliable, City of l'\J~wport Beach is nd responsible for it$ occuracy, nm tht: t,t-rors or om!ssio11 s which may or· may not 1-1 □ve been lncorporcited in to ti-1 ese plans. TYPE IV(L T) (TYP) - PM DETAIL "D" 0 □ E W3-5(35) 39 9 □ ---f-------l ---•• •• E 39 9 DETAIL "D" PM DETAIL "D" [IjNB350 TYPE IV(L T) PM (TYP) E TREE CITY USA(CUSTOM) R26A(CA)(MOD) 38 190' . N __j{) OCTA E 6" WHITE LEAD LINE 50' 6' 12' 12· 6' ~ -10· 12' 12' 6' 6" WHITE 200' LEAD LINE P 50' (8 LOOPS) IL R9-3 IS TS POLE 6" WHITE DIAGONALS PM @ 40' SPACING 38 190' E OCTA TYPE IV(LT)®) -------------~-->:(,.....--- -.._ __ - ---f-==c'.:I )• (S) I/ I\ ,LEAD LINE 38 190' t'."!Y(TYP) L ~ ~(8 LOOPS) 50' ~75' TRANSITION- _--1---lr"' J.'--'---'""---ll...L-'-'-ll' '''7bl;!~=====-:/-::::'.""========~~::===±----,1' 1 o' :, , I ~ u ----1----------+------ J - -------_j_ __ - ----- -__ _,_ - ---~ 1 -----------------------\ □ ' 6' . 8 CJ C "-.-.....J. a • " Cl -----,..... .., □ I -·-6' 6' 2' -2' --\-14' - b - -I --+ -- ® \ 0 ro- 10· 0 D (Zf.. ,l \ -I -;-- 12· - 12· u u 1 o' I 12· - 12' 6' ' 10' -__. " ~ ...... _-?:+I-++-\-\ - - - -~ 1f ' ·~ ~rw -,,., -\ 6" WHITE 'fi"-/ Q ~LEAD LINE RP 00 ( I () / , Tfl(7 LOOPS) 50' /, L.S.J JS DETAIL "H" ' / BLUE RPM(EI~ / R4-7 0 RS N-1(CA) 12" WHITE PM LIMIT LINE , PM 12" WHITE CROSSWALK 1 O' INSIDE WIDTH E CENTERLINE [I] EXISTING TO REMAIN. PM DETAIL "D" NB350 E R81 (CA) @) INSTALL PAVEMENT MARKING OR ARROW AS NOTED. @) REMOVE AND SALVAGE SIGN AS NOTED. RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. Cl) INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. @ SIGNALIZED INTERSECTION. @) INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED. @ REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY WET SANDBLASTING PROCESS. mocTA - I • 15' FLARE - ' C -2ri"""I 10 ,.::. t- LIMIT LINt. - ' @(2 LOOPS) -+ .. -.. (fM'6" WHITE DIAGONALS ::'Y@ 40' SPACING 39 9 _LL PROPOSED SIGN (DOUBLE UNISTRUT) ..c. PROPOSED SIGN C EXISTING SIGN -t-CHANGE OF PAVEMENT DELINEATION DETAIL) i EXISTING LANE WIDTH • ,\ PROPOSED LANE WIDTH I:::, ANGLE POINT PROPOSED RED CURB (LENGTH AS SHOWN) t 2 2 2 2 i PROPOSED GREEN CURB (LENGTH AS SHOWN) 181 TWO-WAY BLUE RETROREFLECTIVE PAVEMENT MARKER 13' -'------ 12· +--~ --+--16' --+ .,-a + ' ~ 12' --+---- N 13' U") 6' ____.__ 2' ·- DETAIL "D" M E NB350 NO PARKING ENTIRE BLOCK NB350 *SEE CNB STD PLANS r I • -1 DETAIL "B"~ E R4-4 2 HOUR PARKING 7AM-6PM EVERY DAY ¢===::::> R32(CA)(MOD) 12"x18" *INSTALLED AT 45" ANGLE ' -5' DETAIL "A" PM 100' IL (2 LOOPS) - ' --- 12' \ 6' ~ 10· 12' ---12' "' -5' ... ' 1,. .... 39 200' ~200' M TYPE IV(RT) (§}DETAIL "B" R3-7 E G86-11(CA) 40 20 0 40 80 I ~ I I SCALE: 1 "=40 ' - . - - 120 I "' Cl " Ill Cl fr'. ..: Ill "> Cl -, E C. ~ N C, "' " "' 0 0 I 0 D. I "' "' "' "' r-- / a _;';;- > ~ D. "' C: Cl ,--------------------------~R;;:E:;;Vl~EWE~D;:--: ------,-,---,-------------------,----rA:--;P~P:;::RO:::V-:-;A-;--L~R:;::EC:::O:::'.M::--:M:::EN-:-::D:;::ED;:-:-~------------------------------15 PREPARED BY: 8 Michael Baker ~~ MARC S. VIOLETT RCE /173486 t---+-----+-------------------l-----1 ~~~ ~ "' "' "' " ® DESIGN ENGINEER'S NAME TONY BRINE RCE 45521 CITY TRAFFIC ENGINEER INSTALL DETECTOR LOOPS PER CNB sm. DETAIL NO. 923 ON DESIGNED: DRAWN: 1----------------------~-------1~ SHEET 43, AND CONNECT TO DETECTOR LEAD-IN CABLE IN '-:,,=:::::-_A_D-+--=----'A-=D'-l---+----+-------------------1----.JDATE __ c...10~/-=-07'-'-/-=2c...1 ___ '---------I] EXISTING PULL BOX. ' • --,.. ~ ,._ ______________________________________________ .J... __________________________ ..L,_c_H_Ec_K_ED_:~RB~-D-ATE~0~:9L,;.0~7:L_£21u__;,;N.:,O:_. L_:D,:_:A.:,:TE:.......L::DE:S::::CR,:::IP~TI.:,:O::,:N~O::,F~R,::E:.:,Vl:,:S:,:ID:,::NS::..._ _________ ...JL.:A::_P,:_:PR:0:_:VE,:::Dl _________ L ____________________ LSH:E~E,'._T _ _:D:'.'.F __ j: 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT EAST COAST HIGHWAY IMPROVEMENTS 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L R-7014-S 38 SIGNING & STRIPING STA 227+00 TO 253+00 36 EAST COAST HIGHWAY PELICAN POINT DR SE E A B O V E R I G H T MA T C H L I N E S T A 2 4 0 + 0 0 MA T C H L I N E S T A 2 5 3 + 0 0 SE E P D - 0 0 6 MA T C H L I N E S T A 2 4 0 + 0 0 SE E B E L O W L E F T S E E P D - 0 0 4 M A T C H L I N E S T A 2 2 7 + 0 0 CAMEO HIGHLANDS DR CAMEO SHORES RD EAST COAST HIGHWAY C-7807-2 SIGNING AND STRIPING CONSTRUCTION NOTES: PD-005 SIGN LEGEND: NOTES: SIGNING AND STRIPING LEGEND: RECORD DRAWINGS 1. SEE SIGNING AND STRIPING GENERAL NOTES ON SHEET PD-001. DETAIL "H" IS E (2 LOOPS) SEE NOTE 1 Tht:s-e Rt::cor d Drnwings have be:e'1 prepur.ed l•m::ed en i he best c1voiiuble inforrno l ii:;n_ Wllili::< this inforrnotior, is b-elit;vBd to b-c rdicble, City of I\J~wport Beoch is not responsibl-e for its occurocy, nm· th.& E::tTors 01· om issions wh ich 01-oy O( may not hove been lr1corporni:ed into H,ese plons. """"°"PARKING PROHIBITED IN A (RSIIS)RESIDENTIAL DISTRICT SIGN ~~DETAIL "D" IL (2 LOOPS) 4" WHITE • PM LEAD LINE ;;.-, 12 WHITE CROSSWALK ifg",'1 198, 50' ~10' INSIDE WIDTH 'e;Y 190' 38 'rm--..c--. - -- 12 ' a / / / 7' I VAR 2' -N ul BLUE RPM@) 6" WHITE DIAGONALS1p 11 @ 40' SPACING'<:!!! • ' 349' TRANSITION E L-1(CA) 29 PM TYPE VI (TYP) • t--+-- - ' l "i'l SPEED FEEDBACK ..'c..lR2-1(45) E G12-2(CA) ' - ----- ---- 2' 7' 12' 123' 12' / -1 . -• W4-2 E R26 A(CA)(MOD) R81 (CA) ~ DETAIL "D" 1/_ ~ NB350 'E PM TYPE IV(L T) , ~ ""Q_IJ(~OOPS) R81(CA)~ / ..__ 4" WHITE DETAIL "D')' ,;;;O ' V PM LEAD LINE (TYP • I(! ,l{. 50' , ,-,;;9 / r71 ~· ' >:~ -~'-o_.--\-\-;:;-"---r~u UJ ,o· r'~: .... o _ ----~~. TYPE IV(L T) r,iw (TYP) ~.:,, ' 10 1 2 ,-LI I',\ l"1 LIN t:. i36' -r-. --1 \- I .. ' ' □ I •• 12· ~ ' 16' 12' ~ ' ' ' DETAIL "H"(is)___ ' ' 12' --......: i" 15' , t-I 12' I 107' I 1 29 oM~~,~@l ' ~0~~,u~L--.-i--·--,2· :::6' , i~ e IT) ' :=2 ~ ,, ® 1"-''--' CJ. . 160' -1- _ _1_:' .,.=----\17 (; ' ~ ' .) l v 12' 120 l' ~~ ~-. R~-RN. ~-1·(;c··A·) ~ ,o·L-"'~-.--s;;~..---. () • n 1 O Q k ,....___ ----...:'v--.. 12" WHITE 1.22•~+--rc;=;~,~"lfZJv-1 10 ---rpM CROSSWALK ~· _: 1 )._~ \, 1 O' INSIDE '\ ,s J,=±===FJ ~DTH I--5' -· I '{) ", -, , ~~_j,____;_' o~·...,122fi~vr A~[~ " 12' -3• ---,, ' _, \ "-" N --~ N ul E OCTA 4" WHITE PM LEAD LINE 50' -',_'f~},\ n • t-1 ;,, CO<FS) IS DETAIL "H" I @)TYPE IV(RT) , @)DETAIL "B" IL (9 LOOPS) 50' 4" WHITE PM LEAD LINE • (I]SEE NOTE 1 NB350 E R81 (CA) DETAIL "D" ' Pc, - PM 6" WHITE DIAGONALS @ 40' SPACING R3-7 E R118(CA) M TYPE IV(L 1) (TYP) 7' . -I •• - ' I ' I f-- j/ @ / I / __ =-I WHITE DIAGONALS ~~• 40' SPACING R4-4 -12' 12' -2' 6' . N.~ (0 12' ' .2. ----------- . 7' • -LJ / @DETAIL "D".-===1=--==-===r=--==-===---:=-==-===~,,==--c=--=11=--c=-==-'=='==-=-==--==~=-r'=--==~=1_~,~l=-===\==--:=--=~=~0+-..,,.----rl 12 BLUE RPM PM 29 R4-7 RS 12 [[jR2-1(55) OM2-1H RS @:i(3 LOOPS) PM DE1 AIL "D" R4-4 [I)RB1(CA) R81B(CA) 39 R3-7 E R118(CA) 1YPE IV(L 1) M (TYP) OCTA E 4" WHITE LEAD LINE PM 100' TYPE VI PM 38 150' 4" WHITE 39A E R81(CA) R81B(CA) 39 30' 12' 12· 12' 12· 2· 12· 12· 12· 12' 14' 38 150' 38 150' PM TYPE Vl(RT) (TYP) [[J EXISTING TO REMAIN. □ 4" WHITE PM LEAD LINE 100' 12" WHITE CROSSWALK PM 10' INSIDE WIDTH ® 12" WHITE LIMIT LINE • R9-3 (ON TS POLE) E IL (4 LOOPS) 12" WHITE CROSSWALK 1 O' INSIDE WIDTH @) INSTALL PAVEMENT MARKING OR ARROW AS NOTED. @ REMOVE AND SALVAGE SIGN AS NOTED. IL (9 LOOPS) LEAD LINE 100' M TYPE IV(RT) (TYP) E NB350 □ 175'38 12 39 29 Qa 6" WHITE DIAGONALS PM @ 40' SPACING 14' 12· 12· 12' ,12·_ 1- 2· 12· 12' 12· 12' cc 4" WHITE LEAD LINE E OCTA 100' -I 39 145' E L-1(CA)(MOD) 109'_ - 6" WHITE DIAGONALS @ 40' SPACING PM DETAIL "D" R2-1(55) E NB350 R81(CA) IL (3 LOOPS) t--1--- 12 39 29 ___ L co . 0 (0 . (0 (0 (0 t- '"' -2' NB350 E R81(CA) 6' 2' 12' 12' 12' 14' -I 12· 12' 12' 6' "' 0 --□ " ::, "' ..: " ·,; 0 -, E C. ~ N .LL PROPOSED SIGN (DOUBLE UNISTRUT) ..0.. PROPOSED SIGN PARKING PROHIBITED ! 0 EXISTING SIGN IN A RESIDENTIAL DISTRICT ~ ANY MOTOR VEHICLE 'j' CHANGE OF PAVEMENT DELINEATION DETAIL) 84 INCHES OR MORE IN WIDTH §: EXISTING LANE WIDTH MORE THAN 84 INCHES IN HEIGHT J, MOR£ THAN 22 Fm IN lINGTH g; PROPOSED LANE WIDTH ANY COMMERCIAL VEHICLE 40 20 o 40 80 120 g: r--,.~,:t~·i.1 ~ RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) (I\ AS NOTED. WIVING MORE THAN 2 AXlIS OR I i------..11-----I I I ;:-- ANGLE POINT EXCEEDING 20 FT IN lINGlli OR ~---=:::J --,-----?, PROPOSED RED CURB (LENGTH AS SHOWN) 84 INCHES OR MORE IN WIDTH SCALE: 1 "=40' > 10,000 POUNDS IN WEIGHT ~ INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. SIGNALIZED INTERSECTION. tZZZZI l8il PROPOSED GREEN CURB (LENGTH AS SHOWN) c. *CUSTOM SIGN TO BE "' TWO-WAY BLUE RETROREFLECTIVE PAVEMENT MARKER RELOCATED ON NEW POST § .-----------------------------r-------------,---,-----"T""-------------------r------.-:-:::=:-:-:-:--==::--:::=:::--.-------------------------------15 REVIEWED: APPROVAL RECOMMENDED: 0 PREPARED BY: 0 <( @) INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED. REMOVE ALL EXISTING CONFLIC1ING TRAFFIC STRIPING, ~ ~ i Michael Baker ® MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMEN1 MARC s. VIOLETT RCE /173486 f---+-----+-------------------+---TONY BRINE RCE 45521 g; MARKERS BY WET SANDBLASTING PROCESS. DESIGN ENGINEER'S NAME CITY TRAFFIC ENGINEER S- f----------------------~--------; □ INSTALL DETECTOR LOOPS PER CNB STD. DETAIL NO. 923 ON DESIGNED: DRAWN: □ SHEET 43, AND CONNECT TO DE1ECTOR LEAD-IN CABLE IN t--___ A_D _____ AD--1----1----+-------------------+----DATE __ 1~□/_□~7/~2_1___ f---------tJ L _____ E_x_Is_T_IN_G_P_uL_L_B_ox_. ___________________________________ .J.... __________________________ ...L,.c_H_Ec_K_ED_:...:,::RB~-□A_TE..:,ci:::91.:,D::,:7.J..:;.),21:..i.._N_o . ....J. __ o_AT_E_...1.,o_E_s_cR_IP_TI_o_N_o_F_R_E_V1_sI_0N_s __________ ....1_A_P_PR_o_VE_□...1.,. _________ 1.... ____________________ .__sH_E_ET ___ o_F __ _. I 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT EAST COAST HIGHWAY IMPROVEMENTS 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L R-7014-S 38 SIGNING & STRIPING STA 253+00 TO 266+25 37 SE E P D - 0 0 5 MA T C H L I N E S T A 2 5 3 + 0 0 EAST COAST HIGHWAY NEWPORT COAST DR C-7807-2 SIGNING AND STRIPING CONSTRUCTION NOTES: PD-006 SIGNING AND STRIPING LEGEND: NOTES: 1. SEE SIGNING AND STRIPING GENERAL NOTES ON SHEET PD-001. RECORD DRAWINGS rhe:.se R-2corcJ Drcwir.g~; hove bo2:en prepared bQsed on 1.hB best c1v-oiloble ink;rrncdion. Wil il-2 l hi-:.: informatio11 is believed to be reliable, Cit y of hlewport 8eacJ-1 is nol re sponsible for ib: oc;uracy, nor tht: ,;,rrors ot-om issforl8 wr:ich nloy er may not 1-1ov-e been lncorpornted int o these pl-c-ns . I- 6' 2· 12· ~ 12· ~ 12· 1--14' 12· ~ 12· ~ 12· ~6' "BIKE LANE" PM & ARROW (~6" WHITE DIAGONALS ~@ 40' SPACING NB350 E R81(CA) §g) '7-. __,.,. -, -- . ' ' -- -- 2· • C ·- ----0 -- (D - (D ' N ' ' . --- - ---.0 -- (D - - ' - - - ---1-----,-+-----'--'---- --------- ® Ip 116" WHITE DIAGONALS I( ll@ 40' SPACING [I] EXISTING TO REMAIN. @) INSTALL PAVEMENT MARKING OR ARROW AS NOTED. (@) REMOVE AND SALVAGE SIGN AS NOTED. RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. 12 29 8' VAR --- 12· --- 12' I-14' 12' --- 12' - 12' 6' ' 2· E WAYFINDING (CUSTOM) . . ' - - - - -¥' - - . ' - - PM DETAIL "B" E OCTA 39 195' . ' ' I- C I --1405' T" -I '"IT L11~E --~ ,c_ C □ VAR 14' -, TYPE VI PM (TYP) W4-2 E NB350 .._---,105' OPENING:----, j ' 90' OPENING I - - ·r C W11-1 E DETAIL "B';\PM 60' 39 0 16' 6' ' ·- p DETAIL "D"@) 12" WHITE CROSSWALK PM W4-11c'l R81(CA)~ 12" WHITE CHEVRONS'Pi.f @ 13' SPACING'l.;!!I E 1 oo' 7B ' 180' 36B 460' 39 +-- • C ' 12· 12· 12' 4' 12· 12' 12' 12· 14' 0 ' ., I .:I{_ , -'.J " -r;;, -.,.. e I -e - -ill 11' ® I--I M TYPE I (18') (TYP) - ----- ---11--- ----- ----!\ --------------+/ -+-I---"' Da - - -- - - - - - -'/ I - - E L-1 (CA)(MOD) D3-2(MOD) G72(CA)(MOD) RS NB350 D3-2(MOD) IS G72(CA)(MOD) NB350 (3 LOOPS)([b DETAIL "B" M G72(CA)(MOD) RS R4-4 R4-4 IS 140' 39A PM TYPE IV(RT) (TYP) 3B 350' R3-7r!l R118(CA)i.I ....._ 3B 300' PM TYPE IV(L T) (TYP) E "' Cl " "' Cl fr'. ..: "' ·,; Cl --, E C. ~ N .L.1. PROPOSED SIGN (DOUBLE UNISTRUT) ..0.. PROPOSED SIGN D3-2 (MOD) ! EXISTING SIGN ♦ NEWPORT COAST DRIVE 7 2" x 1 8" § I CHANGE OF PAVEMENT DELINEATION DETAIL) BEGIN ~ EXISTING LANE WIDTH RIGHT TURN lANE CRYSTAL COVE ♦ ~ PROPOSED LANE WIDTH IJt G72 (CA) (MOD) 40 20 D 40 80 120 ~ ANGLE Po1NT YIELD TO BIKES STATE PARK 72"x24" .__I -~1----1 ___ 1---1 ?, PROPOSED RED CURB (LENGTH AS SHOWN) SCALE: 1 "=40' > __()__ tZZZZI ~ PROPOSED GREEN CURB (LENGTH AS SHOWN) R4-4 FIRST LETTER HEIGHT = 6" n. r,;-,. INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, "' ,J; INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. !8il TWO-WAY BLUE RETROREFLECTIVE PAVEMENT MARKER § ---------------------------r:::;===-------,-,,---,------------------,--"Tm@VALTEccit;iimWE~-T---------------------------1/o~ @ SIGNALIZED INTERSECTION. ~ REVIEWED: APPROVAL RECOMMENDED: 0 @) INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED. PREPARED BY: ~~ ~ ~ (@ REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, ~ ~ j ~ RP MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT l---1-----+-------------------t-----j TONY BRINE RCE 45521 g:: MARKERS BY WET SANDBLASTING PROCESS. MARC S. VIOLETT RCE 1173486 CITY TRAFFIC ENGINEER ~ DESIGN ENGINEER'S NAME L--------------------.---------1,;;' ~ ®L INSTALL DETECTOR LOOPS PER CNB STD. DETAIL NO. 923 ON DESIGNED DRAWN ° I-___ = ..!:.A£-1-__ =_t:_~4---l-----+-------------------+---DATE __ J_Q./_02/~2..l___ " SHEET 43, AND CONNECT TO DETECTOR LEAD-IN CABLE IN _ _ ~-------1? L _______ Ex_ 1 _sT_I-NG_P_u_L_L_B_o_x_. ________________________________ _j __________________________ _J_:c~H::EC::_K::ED::_=..,B!RBLl::DA __ TEJci~gfJo2:17~21u_.:N~o-~ _ _::D::AT.'..'.E~.J.:D::E:;:s:::cR:::IP:_:TI:o::::N_:O:F_:R_:::E;.::Vl::::s1~0N:.:;s::.,_ _________ .....J...:.A::..P:...;PR.::o:..:VE:D:.L _________ L... ____________________ 1......sH_E_ET ___ 0_F __ .J I USMAIL USMAIL USMAIL 13+00 14+00 15+00 16+00 17+00 18+0013+00 14+00 15+00 16+00 17+00 18+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+0018+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT EAST COAST HIGHWAY IMPROVEMENTS 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 Phone: (949) 472-3505 MBAKERINTL.COM I N T E R N A T I O N A L R-7014-S 38 SIGNING & STRIPING STA 12+50 TO 27+50 38 MA T C H L I N E S T A 1 8 + 0 0 SE E B E L O W L E F T MA T C H L I N E S T A 1 8 + 0 0 SE E A B O V E R I G H T MARGUERITE AVENUE MARGUERITE AVENUE 2ND AVE 2ND AVE 3RD AVE 3RD AVE 4TH AVE 4TH AVE 5TH AVE 5TH AVE SE E P D - 0 0 3 MA T C H L I N E S T A 1 2 + 5 0 C-7807-2 WAYALL SIGN LEGEND: PD-007 SIGNING AND STRIPING CONSTRUCTION NOTES: SIGNING AND STRIPING LEGEND: NOTES: 1. SEE SIGNING AND STRIPING GENERAL NOTES ON SHEET PD-001. RECORD DRAWINGS Thi;:s-e R~~ord DnJwing;; hove b~e;'"l pr -;:par~d b<.:1:;~d en ih~ be~d i:;1voik.ibl~ in fQrrnolkirL Whi l,;;-. th i~ 1nfor motio11 i:s belieeveci -to be r~I Jable, City of I\J c;wporl Beach i::; not ri;;spo11sibie fo, it~ occuracy, nm-ti1t::i t:no•s 0 1-omissions which may or may not I-1ove been lncorpor(1ted into H1ese plor:s. J 16' 20' 20' E R1-1 S D11-1 (MOD) IS R1-3P 31' E R61-5(CA) PM TYPE VII (RT) R30A(CA)(MOD) E BLUE RPM E R30A(CA)(MOD) 25' M TYPE IV (LT) 22 R2-1 (25) E R30A(CA)(MOD) 20' 20' □D □ 11 20' 20' I I R30A(CA)(MOD) E R1-3P R30A(CA)(MOD) □ 18' ~ 16' R30A(CA)(MOD) E E R1-1 IS R1-3P I ___J \ I 40' IS R1-3P E D3-1 (2) R1-1 E R1-1 0 E R30A(CA)(MOD) ,-..,,--.."STOP" AND 12" STOP BAR (TYP) 22 R30A(CA)(MOD) E IS R1-3P R30A(CA)(MOD) E R30A(CA)(MOD) ,__ _ __,U .___I _ 32' 20' 20· E R30A(CA)(MOD) L__J ~-- □ 20' 20' • R30A(CA)(MOD) E R30A(C:~(]i~:~ E R1-3P IS -ll=!±==V BLUE RPM PM ~II='='=-' STRIPING AND E PAVEMENT MARKINGS 0 20' ---- 43' --I/ .______,_-'-___._ __ __, ._I _ _, 0 32' • 22 R1-3P IS D3-1(2) E R1-1 E R30A(CA)(MOD) [I] EXISTING TO REMAIN. {§ INSTALL PAVEMENT MARKING OR ARROW AS NOTED. @) REMOVE AND SALVAGE SIGN AS NOTED. RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. t'f' INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, W INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. @ SIGNALIZED INTERSECTION. @) INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED. (@ REMOVE ALL EXISTING CONFLICTING llRAFFIC STRIPING, MARKING, OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS BY WET SANDBLASTING PROCESS. @ INSTALL DETECTOR LOOPS PER CNB STD. DETAIL NO. 923 ON SHEET 43, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. t ~~- E R30A(CA)(MOD) "STOP" AND ,-.... -~12• STOP BAR (TYP) 2 E R30A(CA)(MOD) R30A(CA)(MOD) E .LL PROPOSED SIGN (DOUBLE UNISTRUT) ..c.. PROPOSED SIGN _Q_ I::,. t 7 7 7 71 1181 EXISTING SIGN CHANGE OF PAVEMENT DELINEATION DETAIL) EXISTING LANE WIDTH PROPOSED LANE WIDTH ANGLE POINT PROPOSED RED CURB (LENGTH AS SHOWN) PROPOSED GREEN CURB (LENGTH AS SHOWN) TWO-WAY BLUE RETROREFLECTIVE PAVEMENT MARKER R1-3P IS D3-1(2) E R1-1 2 HOUR PARKING 7AM-6PM EVERY DAY • • R32(CA)(MOD) 12"x18" *INSTALLED AT 45· ANGLE NO PARKING 8;~To11;~ ~ONO~ STREET SWEEPING R30(CA)(MOD) 12"x18" *INSTALLED AT 45" ANGLE S1-1 E S4-3P 22 R30A(CA)(MOD) E [:::::::::========::::'.] R1-3P "STOP" AND 12" STOP BAR M R1-3P IS D3-1(2) E R1-1 SllRIPING AND PAVEMENT MARKINGS E ~8349 1IJ~B1(CA) R81A(CA) 40 20 0 40 80 120 ~I ~~f-----I __ I-___,I SCALE: 1 ";4Q • rn " ,::, "' Cl fr'. ..: "' ·,; " ---, E C. N N N C, "' ,::, r-- 0 0 I 0 [l_ I "' "' "' "' r-- / a _;';;- > ~ [l_ rn C: " ,--------------------------~R;;:E:;;Vl~EWE~D;:--: ------,-,---,--------------------,----rA:--;P~P:;::RO:::V-:-;A-;--L~R:;::EC:::O:::'.M::--:M:::EN-:::D:;::ED;:-:-~------------------------------15 PREPARED BY: 8 Michael Baker ~~ MARC S. VIOLETT RCE /173486 t---+-----+--------------------+------1 DESIGN ENGINEER'S NAME ~~~ ~ "' TONY BRINE RCE 45521 CITY TRAFFIC ENGINEER "' "' r-- 1----------------------~--------1/ DESIGNED: DRAWN: " r:c-,=:::::-_A_D +--=----'A--=D'-l-----+----+-------------------1-----J DATE _ ___;1 □~/-=-07'---'-/--=2c...1 ___ 1----------1 ~ ,._ ______________________________________________ .J... __________________________ ..L.c_H_Ec_K_ED_,~RB~-D-ATE~o~'s1,,;.0~7:L_£21u__;,;N.:,O:_. L_:D,:_:A.:,:TE:.......L::DE:S::::CR,:::IP~TI.:,:O::,:N~O::,F~R,::E:.:,Vl:,:S:,:I0:,::NS::.... ___________ L.:A::_P,:_:PR:0:_:VE,:::Dl _________ L ____________________ LSH:E~E,'._T _ _:□:'.'.F __ j: