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HomeMy WebLinkAboutR_6093_SCITY OF COST A MESA JOHN WAYNE > AIRPORT ",('; VICINITY MAP NOT TO SCALE SYMBOLS & ABBREVIATIONS ABBREV\ATIONS PROJECT LOCATION SYMBOLS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE * TRAFFIC SIGNAL ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE (I) TELECOMMUNICATIONS MANHOLE BLK BLOCK © ELECTRICAL MANHOLE CATV CABLE TV CB CATCH BASIN "CJ' FIRE HYDRANT Cl CAST IRON It. CENTERLINE [Yi) WATER METER CNB CITY OF NEWPORT BEACH CL CLASS IIIJ STREET LIGHT PULL BOX CLR CLEAR CORR CORRELATED mi TRAFFIC SIGNAL PULL BOX C&G CURB AND GUTTER C>-0 STREET LIGHT E EAST/ELECTRIC EC END CURVE (i) WATER VALVE ECR END CURVE RETURN EVC END VERTICAL CURVE .ol. SURVEY MONUMENT WELL EXIST EXISTING FLG FLANGE ~ SIGN FE FLANGED END * TREE FL FLOW LINE FM FORCE MAIN IJ:il IRRIGATION CONTROL VALVE G GAS GV GATE VALVE rl'll CABLE TV PULL BOX GB GRADE BREAK GE GROOVED END 0 MONITORING WELL IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT IRWD FACILITIES NOTE # FACILITIES []] REMOVE AND INSTALL NEW DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. [!Q] REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWO STD. DWG. W-22. [ill ADJUST SMH FRAME AND COVER TO GRADE PER IRWD DWG. NO. S-1 . EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTlHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY (800) 427-2200 (800) 611-1911 NIGHT MIN MINIMUM MWD MESA WATER DISTRICT NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINF. CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sea SEWER CLEAN OUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK s SOUTH SB SOUTHBOUND SCE SO. CALIFORNIA EDISON SCG SOUTHERN CALIFORNIA GAS SL STREET LIGHT SQ SQUARE STL STEEL T TELEPHONE TS TRAFFIC SIGNAL TCA TRANSPORTATION CORRIDOR AGENCY UTIL UTILITY w WEST/WATER W/ 'MTlH WEIS WOOD EN~RONMENTAL INFRASTRUCTURE SOLUTIONS, INC. QUANTITIES (EACH) 21 25 14 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT l800) 332-1321 949) 644-301 1 714) 962-2411 (714) 542-6222 (949) 644-3717 TIME WARNER CABLE COX COMMUNICATIONS ENGINEER OF RECORD ENGINEER'S NOTES TO CONTRACTOR TlHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS \I/ERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO TlHE BEST OF OUR KNOWLEDGE, TlHERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON TlHESE PLANS. TlHE CONTRACTOR SHALL ASCERTAIN TlHE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY TlHE ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DE~A TING FROM TlHIS PLAN. PUBLIC WORKS DEPARTMENT BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION CONTRACT NO. 7588-2 CNB PROJECT NO. 19R22 IRWD CODE 7485 LOCATION MAP NOT TO SCALE RECORD DRAWINGS DATE : DATE: IR'v1NE RANCH WATER DIS1RICT APPROVAL OF DOMESTIC WATER, SANITARY SEWER & RECYCLED WATER FACILITIES, IRWD CODE 7485, PROJECT NOS. 07796, 07795, & 07797 DATE SUPERVISED BY GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH TlHE "STAND ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (2015 EDITION) AND SUPPLEMENTS TO DATE, EXCEPT AS OTlHER\\1SE STATED IN TlHE CITY'S STANDARD SPECIAL PRO~SIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN TlHE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTlHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTlHERS, AS INDICATED ON THE PLANS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTlHERWISE. 7. ANY DISCREPANCY IN THE DRAW1NGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. EN GINEER SHALL MAKE CHANGES TO DRA\\1NGS TO REFLECT AS CONSTRUCTED CONDITION. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION AND LIABILITY ON ENGINEER OF RECORD. 8. ANY WORK NOT INDICATED ON TH E DRAWINGS BUT CALLED FOR IN TlHE SPECIFICATIONS, OR ~CE-VERSA, AND ANY WORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALILED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES REHABILITATION NOTES: CD PROTECT IN PLACE (ITEM AS NOTED PER PLAN). ® COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER THAN 1/4' WITH ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. /3" LOCATE, SAWCUT, AND REMOVE 10.5" EXISTING PAVEMENT AND BASE AND CONSTRUCT LOCALIZED 10.5" \V FULL DEPTH AC PAVEMENT SECTION PER DETAIL 3 ON SHEET 3. (I) REMOVE EXISTING AND CONSTRUCT PCC SIDEWALK PER CNB STD-180-L. ® REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'A' SHOWN ON SHEET 4. ® REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD -1 81 , CASE 'B' SHOWN ON SHEET 4. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT VARIABLE HEIGHT CURB PER APPLICABLE PORTION OF (j) CNB STD-182-L TO JOIN EXISTING LANDSCAPE IMPROVEMENTS AND REPAIR ADJACENT LANDSCAPING AND IRRIGA TOIN SYSTEM @ JOIN EXISTING PAVEMENT. ® GRADE AND REPAIR AD JACENT LANDSCAPING AND IRRIGATION SYSTEMS TO JOIN PROPOSED WALK AND RAMP ELEVATIONS. 'la' REMOVE EXISTING PRIVATE SIDEWALK AND CONSTRUCT NEW SIDEWALK AT 5% MAX SLOPE PER CNB ~ STD-180-L TO JOIN PROPOSED CURB RAMP. UTILITY ADJUSTMENT NOTES: [i] m []] 11] [[] II] m II] ADJUST CITY SDMH/SMH FRAME AND COVER TO GRADE PER CNB STD-401-L. REMOVE AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L. REMOVE AND INSTALL NEW DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. ADJUST GAS VALVE FRAME AND COVER TO GRADE (BY OTlHERS-SCG). ADJUST TELECOM MH FRAME AND COVER TO GRADE (BY OTHERS-COX). REMOVE AND INSTALL NEW SURVEY MONUMENT BOX FRAME AND COVER TO GRADE PER CNB STD-116-L. AD JUST MONI TORING WELL FRAME AND COVER TO GRADE. REMOVE AND INSTALL NEW PULL BOX TO GRADE. (]] NOT USED. [!Q] [ill REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. ADJUST SMH FRAME AND COVER TO GRADE PER IRWD DWG. NO. S-1. IRWD ADJUSTMENT NOTES 1. CONTRACTOR TO COORDINATE PICKUP AND DELIVERY OF NEW IRWD CAN AND LIDS '111TH IRWD INSPECTOR. 2. ONCE PAVED OVER, ALL IRWD WATER VALVES AND MANHOLES ARE TO BE RAISED TO GRADE WITHIN THREE CALENDAR DAYS. E a. N <fl ,;.; I 0 $ ~ r<) f-----------------------------~-----------1 0 "' 1----------------------------------------Jl: " SHEET INDEX SHEET NO. DESCRIPTION TITLE SHEET 2 INDEX SHEET 3 TYPICAL SECTIONS AND DETAILS 4 TYPICAL SECTIONS AND DETAILS 5 STREET IMPROVEMENTS-FORD ROAD -STA. 10+ 77.74 TO STA. 16+00 6 STREET IMPROVEMENTS-FORD ROAD -STA. 16+00 TO STA. 25+00 7 STREET IMPROVEMENTS-FORD ROAD -STA. 25+00 TO STA. 34+00 8 STREET IMPROVEMENTS-FORD ROAD -STA. 34+00 TO STA. 43+00 ui f- l ... 0 ... 0 w 3-"' "' C ·:. ~ D C 0 9 10 11 12 13 14 15 16 17 18 STREET IMPROVEMENTS-BONITA CANYON DRIVE AND FORD ROAD INTERSECTION -STA. 43+00 TO STA. 52+00 t; STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 52+00 TO STA. 61+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 61+00 TO STA. 70+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 70+00 TO STA. 79+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 79+00 TO STA. 88+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 88+00 TO STA. 97+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 97+00 TO STA. 106+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 106+00 TO STA. 108+74 SIGNING AND STRIPING PLAN -STA 10+00 TO 34+40 SIGNING AND STRIPING PLAN -STA 34+40 TO 61+20 These Record Drawings hove been prepared baaed on Information subm lttltd, In part, by others. While this Information la believed to be rellable, City of Newport Beach ts not responsible for its accura cy, nor for errors or oml■■lon!I which may have been incorporated Into thHt plans as a result. SIGNING AND STRIPING PLAN -STA 61+20 TO 85+55 _ /J 19 ~,..;,_..., ~ ,I., ,< 3/t~ ('lT! 20 SIGNING AND STRIPING PLAN -STA 85+55 TO 108+74 C 7588 2 REVIEWED BY DA TE -- ll<E BEARING SHOWN HEREON ARE BASED ON ll<E BEARING BE1""EK D.C.S. HORIZONTAL CON1ROL STATION GPS # 0098 (SJC 200) AND STATION GPS # D327 (LC~12), BEING 70 1 N. Parkcenter Drive AP PROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: BON IT A CANYON DR IVE AND ;'!; N 57c 35• 33~ W PER RECORDS ON FILE IN TI-IE OFrlCE OF THE COUNTY SURVEYOR. PER RECORD OF SURVEY 95-1055 (BOOK 162 PAGES 41-45). Senta Ana, CA 92705 -..t PATlJMSTAJEMENT· I ~ FORD ROAD PAVEMENT REHABILITATION 8 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG COORDINATES SHO\IAII ARE BASED ON 1HE CAUFOO:NIA COORDINATE SYSTEM T " IT p: 714/560/8200 f: 714/560/821 l 1/\1 .r'1/YJ / " ~ (CCS83), ZONE VI. NA083 (1988 ORNAGE COUNTY GPS A.DJUSTIJENT). J JIii. www.tait.com ','-\) s<o ~f//A11ti ,._, __ ~.?-l..-,1 ~ W c~~~~H!A!~~GE ~ Since 9~ lo·A-er,· Soc·ome··o So•f•c,~cr,co Dor,,, ~ MARK VUKOJEC, PE MICH~1J, SI CORI, PE r MIC'J\H MARTIN TITLE SHEET ? DESIGNATION, 3M~29-99 , • , • ., ., ,c., NJ;/55/~02D UTILITIES DIRECTOR ASSl~T CITY ENGINEER DEPUTY PUBLIC WORKS DIRECTOR 1---------------------,----------l ~ ELEVATION, 192,498 FEET (DATIJM, NAVO 1988) ~ Oolodc SrmDlego Boise Deo,er DESIGNED: DRAWN: MUNICIPAL OPERATIONS R 6093 s •~ ADJUSTED, 2004 > '7. /2,/. C/V\\. JM cs CITY OF NEWPORT BEACH --~ DESCRIPTION, OESCRIBED BY ocs 2002 -FOUND 3 ¾" ocs ALUMINUM BENCH"ARK DISK STAMPED ··JM-29-99" SET IN lliE TOP NORTI<EAST CORNER OF " ::::r@i2!? f-------=:.:i-----'~ DATE 3-/0-U) z Q DATE 3 -\ o-t.dl.-0 DATE 1-tl-'ZD"l-t; 1---------l g, A 5.0 FT. BY 15.0 FT. CONCRElE CATCH BASlN. MONUMENT IS LOCATED IN ll<E SOUTI<EASTERLY CORNER OF THE INTERSECTION OF BONITA CANYON ROAD AND MESA "1EW, V DA~D SLOAff, RCE 82595 DATE CHECKED: DTS DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 20 ✓ ,__ _________________ -1..,S~D ""FT __ . so~u:/.lm!l.SE~RL""Y ~OF~ll<!!!!EwCoa!ENl,!lTE~RU""N"-E ~OF_,BOe,cN'.!!,!ITt,.,A -"'CA,,,_NY,.,,oN"-""RO""AO'--'AN~De._8eeO_cFT-"-. .s,EA,e_STE!.:!R,s.LYwOF"'-"ll<"'E-"CEsr,N,sTE,sRLJ!!!INEwOar.F.!!MEa,;,St::.,A !""EW"'-·-'"~ON:!!!Ur:!!ME~NTwlSa,,.Sa5.ET~L£"-VE~La.,;ll1~T>!!,I -'"ll<~E,.!Sl~DEW:t!!,Al,'a!LK;,_ • .....l---------------------------L---~;:.L ____ J_ ________ _J, _________ _L _________ L_ ____________________ L_ __ _:__-=,::__J '.:<'. VICINITY MAP F W O CALI TY CI O F N E N I AR A H C RTOP B E PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7588-2 20¾”“” ⁰” R-6093-S BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION 1 TITLE SHEET RECORD DRAWINGS CITY OF COSTA MESA JOHN WAYNE > AIRPORT ~::'1>(') NOT TO SCALE SYMBOLS & ABBREVIATIONS SYMBOLS ABBREVIATIONS PROJECT LOCATION (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE * TRAFFIC SIGNAL ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE ® STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE (I) TELECOMMUNICATIONS MANHOLE BLK BLOCK © ELECTRICAL MANHOLE CATV CABLE TV CB CATCH BASIN "Cf FIRE HYDRANT Cl CAST IRON Ii. CENTERLINE IE WATER METER CNB CITY OF NEWPORT BEACH CL CLASS lllJ STREET LIGHT PULL BOX CLR CLEAR CORR CORRELATED ml TRAmc SIGNAL PULL BOX C&G CURB AND GUTTER C>-:J STREET LIGHT E EAST /ELECTRIC EC END CURVE ® WATER VALVE ECR END CURVE RETURN EVC END VERTICAL CURVE A SURVEY MONUMENT WELL EXIST EXISTING FLG FLANGE -SIGN FE FLANGED END * TREE FL FLOW LINE FM FORCE MAIN llilll IRRIGATION CONTROL VALVE G GAS GV GATE VALVE Ill!) CABLE TV PULL BOX GB GRADE BREAK GE GROOVED END 0 MONITORING WELL IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT IRWD FACILITIES NOTE# FACILITIES QJ REMOVE AND INSTALL NEW DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD SID. DWG. W-22. [ill REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD SID. DWG. W-22. [DJ ADJUST SMH FRAME AND COVER TO GRADE PER IRWO DWG. NO. S-1. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY NIGHT MIN MINIMUM MWD MESA WATER DISTRICT NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINF. CONCRETE PIPE RET RETAINING RT RIGHT SCH SCHEDULE s SEWER sco SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK s SOUTH SB SOUTHBOUND SCE SO. CALIFORNIA EDISON SCG SOUTHERN CALIFORNIA GAS SL STREET LIGHT SQ SQUARE STIL STEEL T TELEPHONE TS TRAFFIC SIGNAL TCA TRANSPORTATION CORRIDOR AGENCY UTIL UTILITY w WEST/WATER W/ 1'11TH WEIS WOOD ENVIRONMENTAL INFRASTRUCTURE SOLUTIONS, INC. QUANTITIES (EACH) 21 25 14 CITY OF NEWPORT BEACH UTIUTIES DEPARTIMENT ORANGE COUNTY SANITATION DISTRICT (800) 427-2200 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 ( 949) 644-3717 TIME WARNER CABLE COX COMMUNICATIONS ENGINEER OF RECORD ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING FROM THIS PLAN. APPROVED: APPROVED: BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION CONTRACT NO. 7588-2 CNB PROJECT NO. 19R22 IRWD CODE 7485 DATE: ------------------------------------DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR DATE: --~~---~~~-~-~~~-~=-=-~~~~~~=-=~~==~ JAMES M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER ------- ------- GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE 1'11TH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" {2015 EDITION) AND SUPPLEMENTS TO DATE, EXCEPT AS OTHER\"1SE STATED IN THE CIT\"S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SflOWN AS PER AVAILABLE RECORDS. TflE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS, AS INDICATED ON THE PLANS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHER\"1SE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. ENGINEER SHALL MAKE CHANGES TO DRAWINGS TO REFLECT AS CONSTRUCTED CONDITION. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION AND LIABILITY ON ENGINEER OF RECORD. 8. ANY WORK NOT INDICATED ON THE DRAl'l1NGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, AND ANY WORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRA\"1NGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES REHABILITATION NOTES: CD PROTECT IN PLACE (ITEM AS NOTED PER PLAN). ® COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS 1"1DER THAN 1/4" 1"1TH ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. LOCATE, SAWCUT, AND REMOVE 10.5" EXISTING PAVEMENT AND BASE AND CONSTRUCT LOCALIZED 10.5" FULL DEPTH AC PAVEMENT SECTION PER DETAIL 3 ON SHEET 3. REMOVE EXISTING AND CONSTRUCT PCC SIDEWALK PER CNB STD-180-L. REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB SID-181, CASE 'A' SHOWN ON SHEET 4. ® REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'B' SHOWN ON SHEET 4. (j) ® ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT VARIABLE HEIGHT CURB PER APPLICABLE PORTION OF CNB SID-182-L TO JOIN EXISTING LANDSCAPE IMPROVEMENTS AND REPAIR ADJACENT LANDSCAPING AND IRRIGATOIN SYSTEM JOIN EXISTING PAVEMENT. GRADE AND REPAIR ADJACENT LANDSCAPING AND IRRIGATION SYSTEMS TO JOIN PROPOSED WALK AND RAMP ELEVATIONS. @O REMOVE EXISTING PRIVATE SIDEWALK AND CONSTRUCT NEW SIDEWALIK AT 5% MAX SLOPE PER CNB STD-180-L TO JOIN PROPOSED CURB RAMP. UTILITY ADJUSTMENT NOTES: DJ ADJUST CITY SDMH/SMH FRAME AND COVER TO GRADE PER CNB SID-401-L. [Ij REMOVE AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE PER CNB SID-511-L. QJ REMOVE AND INSTALL NEW DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWO STD. DWG. W-22. [±J ADJUST GAS VALVE FRAME AND COVER TO GRADE (BY OTHERS-SCG). @J ADJUST TELECOM MH FRAME AND COVER TO GRADE {BY OTHERS-COX). []J REMOVE AND INSTALL NEW SURVEY MONUMENT BOX FRAME AND COVER TO GRADE PER CNB SID-116-L. [I] ADJUST MONITORING WELL FRAME AND COVER TO GRADE. []J REMOVE AND INSTALL NEW PULL BOX TO GRADE. [fil NOT USED. [ill REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWO SID. DWG. W-22. [ill ADJUST SMH FRAME AND COVER TO GRADE PER IRWD DWG. NO. S-1. IRWD ADJUSTMENT NOTES 1. CONTRACTOR TO COORDINATE PICKUP AND DELIVERY OF NEW IRWO CAN AND LIDS 1"1TH IRWIJ INSPECTOR. 2. ONCE PAVED OVER, ALL IRWIJ WATER VALVES AND MANHOLES ARE TO BE RAISED TO GRADE WITHIN THREE CALENDAR DAYS. SHEET INDEX "' f--------------------------------------------i;, LOCATION MAP NOT TO SCALE v½W/21 PROJECT LIMITS 1Rv1NE RANCH WAlER DISTRICT APPROVAL OF DOMESTIC WATIER, SANITARY SEWER & RECYCLED WATER FACILITIES, IRWD CODE 7485, PROJECT NOS. 07796, 07795, & 07797 APPROVED BY DATIE SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 These Record Drawings have been prepared based on information submitted, in part, by others. While this 17 information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for SUPERVISED BY DATIE 18 errors or omissions which may have been incorporated into these plans as a result. ;-.,, cU I E 19 DESCRIPTION TITILE SHEET INDEX SHEET TYPICAL SECTIONS AND DETAILS TYPICAL SECTIONS AND DETAILS STREET IMPROVEMENTS-FORD ROAD -STA. 10+ 77.74 TO STA. 16+00 STREET IMPROVEMENTS-FORD ROAD -STA. 16+00 TO STA. 25+00 STREET IMPROVEMENTS-FORD ROAD -STA. 25+00 TO STA. 34+00 STREET IMPROVEMENTS-FORD ROAD -STA. 34+00 TO STA. 43+00 " rd I ... 0 ... 0 w 3-rn "' C "!o a L Cl C a STREET IMPROVEMENTS-BONITA CANYON DRIVE AND FORD ROAD INTERSECTION -STA. 43+00 TO STA. 52+00 t STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 52+00 TO STA. 61+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 61+00 TO STA. 70+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 70+00 TO STA. 79+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 79+00 TO STA. 88+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 88+00 TO STA. 97+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 97+00 TO STA. 106+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 106+00 TO STA. 108+ 74 SIGNING AND STRIPING PLAN -STA 10+00 TO 34+40 SIGNING AND STRIPING PLAN -STA 34+40 TO 61+20 SIGNING AND STRIPING PLAN -STA 61+20 TO 85+55 SIGNING AND STRIPING PLAN -STA 85+55 TO 108+74 ::, L ~ rn C a 53-(!) z ~ ..c: u a " (D ~ L a C. 3: " z 20 L __________________ T7~][l:1!:]~[!filli[""" ____________ l.!N~O~ • ...l!R~E:'.:Vl~Sl~D!!_N_LED~ES~C~R!!:IP~Tl:£0N~O~F_!R~E:'.:Vl~Sl~O~NS~ ___ _l_.:::==r============================r====~J_~R~EV~l~EW~EDf"AiB~Y~VAL"°"Ri=:OOMMl:NDED:-7 APl:iiic:NA1:--Ri~D~A~TIE~m----tAPPRCivALRruiMiiiEN!io~-I----------------------------~ I APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: ..,. THE BEARING SHOVtt4 HEREON ARE BASED ON THE BEARING BETWEEK O.C.S. HORIZONTAL CONTROL STATION GPS # 009B (SJC 200) AND STATION GPS # 0327 (LC-12), BEING ?Ol N. Parkcenter Drive 0 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG N 57 35' 33 W PER RECORDS ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR. PER RECORD OF SURVEY 95-1055 (BOOK 162 PAGES 41-45). Santa Ana. CA 92705 ~ 888R~1N5ltEP's~NJ~ ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM ~ I T ... I T p: 714/560/8200 f: 714/560/8211 ~ (CCSBJ), ZONE \II. NADBJ {19BB ORNAGE CCXJNTY GPS ADJUSTMENT), .A, www.tait.com W BENCHMARK: s;,ce "" MARK WKOJEVIC, PE MICHAEL J. SINACORI, PE MICAH MARTIN _3, CCXJNTY OF ORANGE DESIGNATION: JM-29-99 Los Angeles Sacramento San Francisco Dellos UTILITIES DIRECTOR ASSISTANT CITY ENGINEER DEPUTY PUBLIC WORKS DIRECTOR ~ Ontario San Diego Boise Denver f------------------------.----------1 c ELEVATION; 192.49B FEET (DATUM; NAVD 198B) ~ () _ ----MUNICIPAL OPERATIONS "!o ADJUSTED, 2004 ,J_J ~ 10/06/20 f-----------1 [' DESCRIPTION: DESCRIBED BY ocs 2002 -FOUND J ocs ALUMINUM BENCHMARK DISK STAMPED JM-29-99 SET IN THE TOP NORTHEAST CORNER OF D VD SLOAN RCE 82595 DA TE DA TE DA TE DA TE .9-A 5.0 FT. BY 15.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEASTERLY CORNER OF THE INTERSECTION OF BONITA CANYON ROAD AND MESA VIEW, A I • -------- -------- --------SHEET OF ~-------------------~5=0~H~-~SCXJ=™=ER=L~Y=or_n<=E =CE=""="U=N~E =OF~•=o=NIT~A~c=•·~•=o•=•o~•D=AN=D~•=o~FT~. =EA=SlE=RL~Y=O'~™=E=CE="="="L='"~E=OF_M=E=s•~"'=E=W~. "=o=""="=EN~T~IS~S=ET=LE=VEL~"'=™~™=E=Sl=DE=w•=LK=--~----------------------------~----------~----------~---------~~---------~-----------------------~------~ >< CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 20 R-6093-S C-7588-2 BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION 2 INDEX SHEET RECORD DRAWINGS 1--:::c c., et:: I''-... I '-... I '-... I I '-... '-... '-... ----- RESIDENCJA I I I I ---1... ---- ......... _ I ------- ----------- ---1=~-=v ~,, ==---------_, --- -,.-.. - I ------ ----7 ~-' ---,.._""__,., :.:_DO ~ 3f --..c:;-, --_J -- FORD RD. ---- ---- a.. 0 1-- 56>00 ' ..... 57+oo 58-HXI 59+00 &a+oo sJ _,_ :r. 62+~ ~ .,..., ~ 8!!-oo -[DJ ---BONITA CANYON DR. w w Vl ------ -,__ ____ _ - - - - - - ------~-/ ........ ------ These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which moy hove been incorporated into these plons as o result. - -- 8)-~.......... "r ........... -~ ~ I ~ .......... 'j_0o ....,__, "~tv ---......I - TAIT Since 1964 -- - 701 N. Parkcenter Drive Santa Ana. CA 92705 [j] --- --- p: 714/560/8200 f: 714/560/8211 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario Son Diego Boise Denver 10/06/20 DAVID SLOAN, RCE 82595 DATE -------@] -- ---l_ -------- NO. DATE \ \ rn_ - \ - \ -- \ --1B] -- -------- DESCRIPTION OF REVISIONS INDEX MAP 1''=200' SHEET NO. 1 2 3 4 @] [I] [TI [I] [1] [QI [DJ [j] @] 1B] [j]] ~ s @ @ - DESCRIPTION TITLE SHEET INDEX SHEET TYPICAL SECTIONS AND DETAILS TYPICAL SECTIONS AND DETAILS SHEET INDEX STREET IMPROVEMENTS-FORD ROAD -STA. 10+77.74 TO STA. 16+00 STREET IMPROVEMENTS-FORD ROAD -STA. 16+00 TO STA. 25+00 STREET IMPROVEMENTS-FORD ROAD -STA. 25+00 TO STA. 34+00 STREET IMPROVEMENTS-FORD ROAD -STA. 34+00 TO STA. 43+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE AND FORD ROAD INTERSECTION -STA. 43+00 TO STA. 52+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 52+00 TO STA. 61+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 61+00 TO STA. 70+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 70+00 TO STA. 79+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 79+00 TO STA. 88+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 88+00 TO STA. 97+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 97+00 TO STA. 106+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE -STA. 106+00 TO STA. 108+74 SIGNING AND STRIPING PLAN -STA 10+00 TO 34+40 SIGNING AND STRIPING PLAN -STA 34+40 TO 61+20 SIGNING AND STRIPING PLAN -STA 61+20 TO 85+55 SIGNING AND STRIPING PLAN -STA 85+55 TO 108+74 [j]] --- APPROVED LEGEND REVIEWED: ,--/ -- <£~~ PATRICIA S. KHARJiMC PE ASSOCIATE CIVIL ENGINEER INDEX MAP 1"=200' ROADWAY SHEET LIMITS SIGNING & STRIPING PLAN LIMITS "' ·c: L 0 .E, E □ LO "' "' ;< -□ X w 0 z I ... 0 ... 0 w 3-"' "' C "!o □ L 0 C 0 ~ u ::, L ~ "' C 0 53-(!) z ~ ..c: u □ " (D ... 0 ... 0 w 3-w 3-"' "' f------------------------.-----------tc f----------1 SHEET OF "!o [' ? ~--------------------------------------------~------------------------------~~---------~--~---~--------------------------~---~----------~----------------------~-------~>< CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 20 R-6093-S C-7588-2 BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION 3 TYPICAL SECTION FORD ROAD NTS FROM STA 10+84.96 TO STA 14+51.64 (JAMBOREE TO PRIVATE DRIVEWAY) TYPICAL SECTION FORD ROAD NTS FROM STA 15+30.03 TO STA 19+87.58 (PRIVATE DRIVEWAY TO SOUTHAMPTON CT.) TYPICAL SECTION FORD ROAD NTS FROM STA 42+55.97 TO STA 46+95.81 (BELCOURT DR. TO MACARTHUR BLVD.) TYPICAL SECTION BONITA CANYON DRIVE NTS FROM STA 51+35.10 TO STA 54+27.76 (MACARTHUR BLVD. TO RESIDENCIA) TYPICAL SECTION FORD ROAD NTS FROM STA 21+00.26 TO STA 27+55.01 (SOUTHAMPTON CT. TO SOUTHERN HILLS DR.) TYPICAL SECTION FORD ROAD NTS FROM STA 29+12.20 TO STA 41+12.62 (SOUTHERN HILLS DR. TO BELCOURT DR.) TYPICAL SECTION BONITA CANYON DRIVE NTS FROM STA 55+58.22 TO STA 57+71.79 (RESIDENCIA TO BRIDGE OVER CROSSING) TYPICAL SECTION BONITA CANYON DRIVE NTS FROM STA 62+72.00 TO STA 71+81.17 (BRIDGE OVER CROSSING TO MESA VIEW DR.) LEGEND TYPICAL SECTIONS & DETAILS NOTE TO CONTRACTOR LOCATION AND AREAS OF 10.5" AC BASE AND SUBGRADE REMOVAL TO BE FINALIZED IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL CONFIRM ALL REMOVAL LIMITS WITH CITY ENGINEER PRIOR TO COMPLETION OF EACH REMOVAL AREA. RECORD DRAWINGS R/W R/W R/W VARIES (48'-54') VARI ES ( 60' -62') 10' VARIES (40'-55') VARIES 33' 13' 10' (5'-15') VARIES VARIES ARIES VARIES (48'-60') VARIES (54'-61') VARIES (40'-42') VARIES VARIES (37'-53') (6'-9') VARIES VARIES VARIES 1 EX. MEDIAN R/W 11' 1.5' CONTRUCTION NOTES: G) PROTECT IN PLACE (ITEM AS NOTED PER PLAN). COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER TI-IAN @ 1/4" Win-I ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. /'yl LOCATE, SAWCUT, AND REMOVE 10.5" EXISTING PAVEMENT AND BASE AND CONSTRUCT (PER PLAN) (PER PLAN) (PER PLAN) I I \:!.J LOCALIZED 10.5" FULL DEPTI-1 AC PAVEMENT SECTION PER DETAIL 3 ON SHEET 3. I -T I I r -----,---,,- ~::;;;;;;;;;;;;;;;~;;;;;;;;;;;;:;;;ii -r I ~ ----~S/-W-":: r 1-i:;:I :;;;::;;;;;;::;;;;;;;;;;::;;;~5A~~~~I ! ! I .. I I I I I 2 I_I I_I C&G LOCATION & 3 WIDTH VARIES \ I ··1 1 EX. ~ l~•.I S/W 1 EX. C&G R/W 10' R/W 48' VARIES (PER PLAN) VARIES (32'-46') VARIES (PER PLAN) VARIES (46'-50') VARIES (5'-12') VARIES (54'-58') VARIES (33'-42') MEDIAN IES VARIES (PER PLAN) (PER PLAN) 54' VARIES (8'-12) 32' VARIE (6'-16') VARIES (32'-42') R/W VARIES VARIES (PER PLAN) (PER PLAN) 46' 8' VARIES {32'-42') VARIE (6'-16') VARIES VARIES (PER PLAN) (PER PLAN) EX. MEDIAN VARIES (PER PLAN) 54' VARIES (32'-42') EX. MEDIAN VARIES {PER PLAN) VARIES VARIES (PER PLAN) (PER PLAN) These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City al Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 13' 11' 11' R/W R/W VARIES (70'-85') R/W 1.5' R/W 1.5' TAIT Since 1964 1 1 ' 11' EX. 1 s/w R/W 11' 11' I I 1---~-----7, I 1~1 S/W 1 • .1 I · I ~ C&G R/W 11' 11' I I r-----~----71~: I I ~ C&G 701 N. Parkcenter Drive Santa Ana. CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario Son Diego Boise Denver ff~ 10/06/20 DATE DAVID SLOAN, RCE 82595 VARIES (54' -61 ') VARIES (66'-82') VARIES (33'-53') ✓ 58' 33' ✓ I VARIES VARIES (PER PLAN I I I I : I I I I I I - I I I I : I I I I I I - I VARIES (5'-10') VARIES 1(15'-20 L-----t--,- I I I I I I - VARIES 1(4'-20') L------"' -t--,- I I I I I I - R/W VARIES (65'-69') VARIES (42'-54') 10' 8' 1 EX. MEDIAN R/W VARIES (63'-66') VARIES (33'-36') 5' 5' 8' rEX. MEDIAN I I r,--L--~..r---- I 1-r1 ~ I \:;; I I 1 EX. I I I• . I S/W ~ C&G R/W VARIES (58'-80') VARIES {33'-65') 5' 5' 8' rEX. MEDIAN I I I I ----r,--y-_.:-J I 1-r1 ~ I \:;; I I 1 EX. I I I• I S/W ~ C&G 2" ARHM FINISH COURSE 1'' MIN. AC LEVELING COURSE 8888a 10.5" FULL DEPTH AC BASE COURSE EX. FS 1 3 -'( .. ---------- '\__EX. AC PAVEMENT'\_ ------------~- ~111 I i i' 11 I i i I 11 I i i' 11 I I i I 11 I i i' I IT -111-111-111-111-111-111- REMOVE 10.5" SECTION OF EXISTING PAVEMENT, BASE, AND SUBGRADING SCARIFY AND COMPACT SUBGRADE TO 95% RELATIVE COMPACTION INSTALL 10.5" MIN. AC PAVEMENT SECTION WITH PRIOR CITY APPROVAL, CONTRACTOR MAY ELECT TO EITHER INSTALL 3" TEMP AC OR, FOR LARGER PATCHES, RAMP EDGE OF AC PATCH AT 1:20 MAX. REVIEWED: 1--1 --<£~~- PATRICIA S. KHARJiMC PE ASSOCIATE CIVIL ENGINEER I:, AS-DUI_-~; 1----+-----+------------------------+-----lDATE _______ _ NO. DATE DESCRIPTION OF REVISIONS APPROVED "' ·c: L 0 .I;, E 0 CD r<') .. -- 0 N '-. 0 r<') '-. -- a, ;o "1:l >-' w 0 I st 0 st 0 w :::, / "' a, C 'j, 0 L 0 C 0 ~ u ::, L ~ "' C 0 u / (!) z w / ..c: u 0 " (D ~ L 0 C. 3: " z st 0 st 0 w :::. / w :::, / "' a, C 'j, 0 L 0 SHEET OF / "" CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 20 R-6093-S C-7588-2 BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION 4 TYPICAL SECTION BONITA CANYON DRIVE NTS FROM STA 104+08.48 TO STA 108+74.34 (CHAMBORD TO SR 73 ON/OFF RAMP) TYPICAL SECTION BONITA CANYON DRIVE NTS FROM STA 73+43.67 TO STA 88+45.62 (MESA VIEW DR. TO PRAIRIE RD.) TYPICAL SECTION BONITA CANYON DRIVE NTS FROM STA 90+30.28 TO STA 98+30.07 (PRAIRIE RD. TO PCC BRIDGE DECK) TYPICAL SECTION BONITA CANYON DRIVE NTS FROM STA 99+34.18 TO STA 102+73.96 (PCC BRIDGE DECK TO CHAMBORD) LEGEND CASE "A" CASE "F" CASE "G" CASE "E" CASE "B" CASE "C" CASE "D" CITY ENGINEER RCE DATE STANDARD DRAWING NO. DRAWN: DATE: APP. SHEET 1 OF 3 181P. KHARAZMI 12/20/2018 CURB ACCESS RAMP NO.DESCRIPTION OF REVISIONSDATE CITY ENGINEER RCE DATE STANDARD DRAWING NO. DRAWN: DATE: APP. SHEET 2 OF 3 181P. KHARAZMI 12/20/2018 CURB ACCESS RAMP NO.DESCRIPTION OF REVISIONSDATE CITY ENGINEER RCE DATE STANDARD DRAWING NO. DRAWN: DATE: APP. SHEET 3 OF 3 181P. KHARAZMI 12/20/2018 CURB ACCESS RAMP NO.DESCRIPTION OF REVISIONSDATE TYPICAL SECTIONS & DETAILS NOTE TO CONTRACTOR LOCATION AND AREAS OF 10.5" AC BASE AND SUBGRADE REMOVAL TO BE FINALIZED IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL CONFIRM ALL REMOVAL LIMITS WITH CITY ENGINEER PRIOR TO COMPLETION OF EACH REMOVAL AREA. RECORD DRAWINGS R/W 58' 11' 11' VARIES (33'-53') • 7' I I -· --~~-r ---7, EX. I ~~I d7 1 S/W I I I I ~ C&G R/W VARIES (58'-63') 10' 10' VARIES (33'-53') • 8' I I ----~_:;__~r----7, ~ 11~, I • I d7 S/W I .. f ~ C&G R/W VARIES (58'-73') 10' VARIES (33'-43') • 8' I I ----c,--==---::i, ~ 11~, I • I d7 S/W I .. t ~ C&G R/W VARIES (68'-90') 8' 11' VARIES ( 45' -52') I I I I I I I I I I I I - I I I I I I I I I I I I - I I I I I I I I I I I I - VARIES 1(5'-25') L------" rEX. -t---,- I I I I I l I I I I I I - i VARIES I (4'-22') ----~EX. -t--,- I I I I I I I I I I I I - i VARIES I (9'-14') ---',\ EX. -----t---,-I I I I I I b I I I I I I - VARIES (4'-16') 68' VARIES (33' -53') MEDIAN ¼ VARIES (70'-82') VARIES (45'-46') MEDIAN ¼ VARIES (70'-80') VARIES ( 45' -57') MEDIAN ¼ VARIES (70' -72') VARIES ( 45'-55') 1 EX. MEDIAN These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. R/W 5' 5' 8' I I r,-----c-_:-s---- 1-r, ~ I .• I 1 EX. I· . I S/W ~ C&G R/W 5' 5' 8' I I r,-----c--s---- 1-r1 ~ I I 1 EX. t• I S/W ~ C&G R/W 5' 5' 8' I I r,-----c--s---- ,-r1 ~ I I 1 EX. t • . I S/W ~ C&G R/W 5' 5' 8' 701 N. Parkcenter Drive Santa Ana. CA 92705 TAIT p: 714/560/8200 f: 714/560/8211 Since 1964 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario San Diego Boise Denver 10/06/20 DAVID SLOAN, RCE 82595 DATE CONTRUCTION NOTES: CD PROTECT IN PLACE (ITEM AS NOTED PER PLAN). COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER lHAN 1/4" WllH ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. ® REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'A' SHOWN ON SHEET 4. © REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'B' SHOWN ON SHEET 4. 2" ARHM FINISH COURSE ~ 1" MIN. AC LEVELING COURSE TIP OF RAMP 8EENOTE9 SECTION A-A 1_4'MIN-I i-2'1:iMAX-i ---- 51 MIN a: B.JX MAX SECTION B-B DEPRESS ENTIRE SIDEWALK AS REQUIRED RETAIING CURB F NECESSARY FRONT EDGE OF SIJEWALK NOTES: CF 1°'5 MAX AT aJRB CASE "H" 10S MAX AT CURB 2.3• MIN Aflll 2.4" MAX 1. rum AND GUTIER •LL BE POURED FlfilST Afll RAMP Tl-£ FOLLO'MNG DAY TO / CENTER m CENlER 1---L.i SPACNG. lYP. I@@@ @@@ RAISED TRUNCATED DOME PATTERN (IN-LINE) TOP DIAMETER D.45• MIN AND 0.47• MAX .l_ --j f- 0.2 ,= @ BASE DIAMlER L..:::::_1 o.e• MIN AND 11 0.92" MAX RAISED TRUNCATED DOME CREATE CQ.D Jl»fl. 2. l.0(',,\11(111S Will-I CROSS GtJTIER SHALL HA\£ SPNIJREL REPLACED. 3. PARKWAY LANDSCAPE AND IRRIGATION SHALL BE MODIFIED IN l<IND.. PAY LIIIT eat 2' GUTTER: PAY U .. T SIDEWALK PAY LIMIT ECR DETAIL A CURB RAMP PAY LIMIT '""". OJTTER 'r AC PA CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS NO. DATE DESCRIPTION OF REVISIONS ~ I 4' MIN I I 21 MAX I 4' MIN I I I I i ...... I ...... mmn mm ............... ................ FRONT EDGE OF SIDEWALK FULL HEIGHT CF FRCHT EDGE OF SllEWAU( i :-VARIABLE -J o· er RETAINING CURB FULL HEIGHT CF 10X MAX AT CURB Cf D' CF ~ REJolJNNG CURB fl' TYP. ---··1 F NECESSARY AT l"'i:SS"l'S===w="'f"--PROPERTY LIE F '--4' MIN --I ,:S I 21 t.tAX I 4' MIN I I D' Cf F\Jll HEIGHT CF :-VARIABLE -l I I II II 5!lli MIN I: &3" MAX .. ::::::1 mm mm~::mm 51 MN a: a3" MAX /_ FRONT EDGE _ or SIDEWALK Cf D' Cf RETAINING a.E 6" 1'11'. SX .. N a: a3"MAX SMN&: B.!C liw( 4" MIN 2S MAX ..... B.Jif»,)j; Cf USE WHEN SIDEWALK IS LESS THAN 6' WIDE 1C)ll MAX AT aJRB '-4' MIN --1 I 21MAX I -4-'t.lN I I I I _j___ .. ...... i ...... ::::::.i :::::: mm:: ::mm CF FRONT EDGE or SIDEWALK FRONT EIKE OF SllEWAlJ( D' Cf J___ --- VARIABLE RJLl IEGHT CF BCR D' Cf FRCIIT ~ OF SllEWAIJ( CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS NOTES o· Cf Rll IEGHT Cf I. F DISTAN~ FR<li aJRB TO BACJC OF SIDEWALK IS TOO HRT m ACCOMMODA1E RAMP #ID 4' MN PI..AlFORM (l.ANDNG) AS IN CASE A, THE SIDEWALK MAY BE DEPRESSED lfflGlnJDNAl..l.Y DR IIIAY BE \WlENm AS IN CASE D. 2. F SIJEWALK IS LESS TH#! &' WllE. THE FULL WIDlH <J" THE 9DEWAI.I( SttALL BE DEPRESSED AS SH<MN IN CA!£ C. 3. (NOT USED) 4. (NOT USED) 5. THE PAY LNITS FtR CURB ACCESS IWPS SHALL IE AS SHO¥M ti DETAI.. A. B. lRANSITIONS FROM RAMPS TO WALKS, GUTTERS, CR S'IREETS SHALL BE FLUSH AND FREE or ABRUPT 0-IANGES. 7. 9DEWALK AND RAMP THICKt£SS, "i, SHALL BE 4• Mil B. UllUTY PUll BOXES, MAN«l..ES, VAULTS All) ALL OTHER UTILITY FACl.flES WITHN THE BOUNDARIES Of' 11£ aJRB IWP SHALL BE RELOCA1ED DR ADJJSTED TO GRADE. 9, CWNlERSlCPES <J" AMJINNG GtJTIERS AND ROAD SURFACfS IIIEDIA1ELY ADJACENT TO NII lllltN 24• OF Tl-£ CURB RAMP SHALL NOT BE STEEPER 11-IAN 1V:2CI-I (5.0S). QJTIER PAN SLOPE SHAl.l NOT EXCEED 1" OF DEPTH FtR EAa-1 2'--(/' OF Wl>TH. 10. RAISED TRUNCA1ED DCNES 9W.L BE DARK ~y IN CWJt Afll SHALL BE ADA PA\'£RS AS MANUFACllMED BY WAUSAU TLE. INC OF WISCCtfSIN, ADA-2 COLOR A-90 OR N'PRO\'m EQUN.. 11. CETECTABLE WARNING SURFACES SHALL BE A MINNUM or 49• WOE PEIFEMllCULAR TO TI-IE DREC110N or TRA\o'el AND EXTEND 36" IINIMUM IN TI-IE CIRECTION OF lRA\n. CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS APPROVED REVIEWED: 1--1 -- <£~~ PATRICIA S. KHARJiMC PE ASSOCIATE CIVIL ENGINEER Rll lm!T a SHEET OF "' ·c: L 0 .I;, E 0 CD r<') .. -- 0 N ------ 0 r<') -------- a, ;o -i::, >-' w 0 I st 0 st 0 w :::, / "' a, C "j, 0 L 0 C 0 ~ u ::, L ~ "' C 0 u / (!) z w / ..c: u 0 " (D ~ L 0 C. 3: " z st 0 st 0 w :::. / w :::, / "' a, C "j, 0 L 0 / "" N R-6093-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7588-2 BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION STREET IMPROVEMENTS-FORD ROAD 5 FROM STA. 10+77.74 TO 16+00 RECORD DRAWINGS OVJ ~ ~~ r ----------------------~-------~~u~''-----+------------+------------~--------------i "' ~ 0 u, ~-:;,.. f------------+------------+------------+------------~-----oua-1 -~'----------JJ-~",-----l------------+-------------o=~;,.._---------"✓:.._ __ ---l----------------1----------------1----------------< +..-.. ~~ LOlm / 5 f'.2 -,_ N ~ .:::,, 1,,-; / t2 oc.n m OLL ....t= n ,:c, / a'° OU....o,CO oc.n +~ N ai' .._.. 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J O ,.;: ·----FS @ S'LY MEDIAN O CJJ N ~ ~ ,,, -,,, ~ ~ \?·~ , z1'; ~ r-----------r-------------i-----------------i-------r.1vv--J,RB-(-TYP.) ~-ie'------=fsa"''-----------F"--------l ,,, "\.._ s1-~ 1/ -= 131:+---------+----------+---------------➔ _ _ "":'2 _ / FS@ S'LY .,, / ~ r -----------+---------------1-----------------l--------'9.,,+l¼_o -'2 l..,o,<:fl•,_. -~ MEIJIANCURS-1,-j---------;;_,,,+--------l-;;:,-----=----;-o-=-•-1"r-------------t---------------i----------------i 1------------+-------------f-------------------j-------:'ol?,-------+.:,,:"':------+----,,,-,,,"/itr---=l----"'-=-,.Lf"-,-"'-:.._ _____ -5< ""--('l-¥'-~'---t---,,,.-;p~:~::l' -"'''-----f-----------"0:>1-iiroj-____ -t--Cl--,::------------+------------+-------------l 8 ~ .--N __, \L-~ --/ _,,., ~ ~ r ., ~ ,,.. j; 5 + LL.I l---------+------------+---------,,,11,,,--";~l~------l~~----+----,---=,.--------lt::--,......~---t-i,__--t _______ +1;;.;----+-.L------+----__;,,c1~------1---b:l-1-34•--------t-------------t-------------i 0 I~ ..-LO ~ t7-A%i ---..---□~ / ...... --I r -----------+-------------+1-2·4~1--------~~9~~-~i;::;-------t--------,;,--+----::~'~~-=-----------t---l'S'---t------------+·~-------:;,~,,,-'----------t---------------lf------'i-;:--~.i----------+------------+----------------I f------------f-------------+-----------~°'~1~~•0-:::-____ -+--~l?-~-~4o/,~~.__:::-=---+-------------ji:<i!;,~~=---l--~o~l~"'ac-----+--,,c.,~~.:1s~~-~/-------+------------➔~<(=--~· -1-3'"~.l---------f-------------+------------------, --.:1-(/} ;1;.::, r-·" 1.---F : i:;l; Ii)"' °'.> ,,.. F t::J ''-f----------------1-------------+1-22-------'--e ,u.--~""':f----t---t'r.l•'/,'1::;, _..--=------+-----------~l~---+--"""!'ic:-----l--:----"1.------------1--------------lf--'Vl::_:_v-l-----------+-----------+-----------l ~ ~ ~ ~· -~ z ~ / ' O ~" 1----------+-------------t-----------'o'f+I~,..._"-· ---+------11_,....---=-~---------+--------------IFla:-~ \, ~OZ---1-3v1+--------+-----------t---------------1 ':, ~1~ / \ f---+----'-e'"'"-:,,:'/o.-'''-------/-~---'-=·r'-"-~J,.1!LS:,,'LI YLLII llt'.P_J0,'1''--------+------------J-;:;;;--=;r----------+-------------j--------------f 1------------1-------------+-1-2HO---_l.'.v "--Fs@ s'LY LIP oF \. ; / GUTTER (TYP.) ~ :i: 1----------+-------------t------+-,,,'7"'----+----G=',U""Tc;TE"'RC'T.(TYP~ .• ) =---+--------------11-~\_----+--_-_+~~=------+-------=-'-'-'-=---"-''-"----l------------l ~ ~,-1-..----------+---------------1------------, 0 <C SCALE: t-----------t-------------+-------------+--------------+--------------+----+----------+------------------<------------1----LL_::::;; __________ +-------------+---------1 HORIZ: VERT: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 \ END 3 1 "=40" 1"=4' CONTRUCTION NOTES: CD @ @ ® PROTECT IN PLACE (ITEM AS NOTED PER PLAN). COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER THAN 1/4" WllH ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. LOCATE, SAWCUT, AND REMOVE 10.5" EXISTING PAVEMENT AND BASE AND CONSTRUCT LOCALIZED 10.5" FULL DEPlH AC PAVEMENT SECTION PER DETAIL 3 ON SHEET 3. JOIN EXISTING PAVEMENT. UTILITY ADJUSTMENT NOTES: DJ ADJUST CITY SDMH/SMH FRAME AND COVER TO GRADE PER CNB STD-401--L. [I] [I] []] [TI REMOVE AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE PER CNB STD--511-L. ADJUST GAS VALVE FRAME AND COVER TO GRADE (BY OlHERS-SCG). REMOVE AND INSTALL NEW SURVEY MONUMENT BOX FRAME AND COVER TO GRADE PER CNB STD-116-L. ADJUST MONITORING WELL FRAME AND COVER TO GRADE. LEGEND I 2" ARHM OVER 1" MIN. AC LEVEL COURSE 2" ARHM OVER 1" MIN. AC LEVEL COURSE OVER 7.5" FULL DEPlH AC PAVEMENT SECTION "' 3: -□ ci O:'. 0 LL I 0.. O:'. I sj- 0 sj- 0 w 3-C/l "' C '!o a L Cl C a ~ u ::, ~ ~ C/l C a 53-~--------------------------------------t(!) I These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. TAIT Since 1964 701 N. Parkcenter Drive Santa Ana. CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario San Diego Boise Denver 10/06/20 DAVID SLOAN, RCE 82595 DATE 40 60 B,0 I ( IN FEET ) 1 INCH = 40 FEET NOTE TO CONTRACTOR LOCATION AND AREAS OF 10.5" AC BASE AND SUBGRADE REMOVAL TO BE FINALIZED IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL CONFIRM ALL REMOVAL LIMITS WITH CITY ENGINEER PRIOR TO COMPLETION OF EACH REMOVAL AREA. z ~ _c u a " (D ~ ~ a C. 3: ~--------------------------------------tO) REVIEWED: PATRICIA S:-KARA-TPE ASSOCIATE CIVIL ENGINEER z sj- 0 sj- 0 w 3-w 3- C/l "' r-------------------------.---------➔c '!o [' r----------, 9-l--/\_\f-------1 ~----+--·"_':-_c_'-_, L_l_''-----------------------f-----, DATE _______ _ NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF ~-----------------------------------------------------i~--------------------------------~----------~--~----~---------------------------~----------i-----------+-------------------------------i--------~>< R-6093-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7588-2 BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION N STREET IMPROVEMENTS-FORD ROAD 6 FROM STA. 16+00 TO 25+00 RECORD DRAWINGS l------------+--------------1----------------l-------------+-~----,1-----------+-------------+-------------+-------------+-------------t---------------lo-o o LO FS@ N'LY LIP OF~ 1:,.0'1.:)_ FS@ EXTENSION OF LIP OF GUTTER o (/)'--------~~F'l~~;------------";+Ellro"~------------1 + ti 1-----------------ll--------------a~,1:,...._---~,---G_U_TTE_R_(_TYP------'i.) .~ ... 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I 16 -1--------1 r ..-.._. i'<:,,ciir: ,,,. \ ---,:::c:, l---------'1··4+"----l---'''-.L/---------1------------+------------+---\l--=--=-------+------------+-------------+--------------tf------------+------------+c::l--'J------,-;=,,,-;=------I I • .., / ----Cl:'. ':;;: SCALE: 1-------------+'"",---'-------------+--------------+-------------+----+----------+-------------,1--------------+-------------+-------------+--------------f~~---'""' HORIZ: VERT: 16+00 (/) u_ o s 0 r-,. +-<D ... --' L,.J z ::J !;2 "' • a'.) X L,.J 17+00 :,: ~ uz . (/) x< L,.J<IJ R/W L,.J z _J I>'. \Ii t)J ~ "' cc z <Id u -u L,.J z _J I>'. 18+00 -X 0 u ~ L,.J z ::J 0 --LjJJ 3 BEG. 3 END 19+00 L,.J z ::J ~ 20+00 21+00 :;: N 0, 6· "' 0 .. "' < "' t-.. 3 BEG. 22+00 1 5l D.. u °" • 0 ,,., 23+00 3 END 5l c::, (/) D.. u I>'. .... N ~ 24+00 BEG. 3 u ,,., .... ~ + ~ < uz . (/) x< L,.J cc .... " "' Ce .. N <-t-.. 3 3 --- 25+00 0" 0 +f- l.() L&J ('I L&J :c .. (/) ~L&J (/) L&J (/) a <C L&J oz ct:: :J a:c ct:: u o._ r..... ~ ' 1 "=40" 1"=4' CONTRUCTION NOTES: G) PROTECT IN PLACE (ITEM AS NOTED PER PLAN). @ © (j) ® ® COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS l'r1DER lliAN 1/4" l'r1lli ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. LOCATE, SAWCUT, AND REMOVE 10.5" EXISTING PAVEMENT AND BASE AND CONSTRUCT LOCALIZED 10.5" FULL DEPlli AC PAVEMENT SECTION PER DETAIL 3 ON SHEET 3. REMOVE EXISTING AND CONSTRUCT PCC SIDEWALK PER CNB STD-180-L. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT VARIABLE HEIGHT CURB PER APPLICABLE PORTION OF CNB STD-182-L TO JOIN EXISTING LANDSCAPE IMPROVEMENTS AND REPAIR ADJACENT LANDSCAPING AND IRRIGATOIN SYSTEM REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'B' SHOWN ON SHEET 4. JOIN EXISTING PAVEMENT. UTILITY ADJUSTMENT NOTES: DJ ADJUST CITY SDMH/SMH FRAME ANO COVER TO GRADE PER CNB STD-401-L. REMOVE AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L. ADJUST TELECOM MH FRAME AND COVER TO GRADE (BY OTHERS-COX). ADJUST MONITORING WELL FRAME AND COVER TO GRADE . LEGEND 2" ARHM OVER 1" MIN. AC LEVEL COURSE 2" ARHM OVER 1" MIN. AC LEVEL COURSE OVER 7.5" FULL DEPlli AC PAVEMENT SECTION 2'-4' MIN. FULL DEPlli AC SLOT PAVE AT CURB RAMP (2" ARHM OVER 8.5" FULL DEPlli PAVEMENT SECTION) (SEE DETAIL ON SHEET 4). C, i< "Cl ci O:'. 0 u.. I 0.. O:'. I st 0 st 0 w 3-rn C, C 'j, a L c::, C a ~ u ::, L ~ rn C a ix, X L,.J ~ i 'N -~ 53-~--------------------------------------l(!) j X L,.J These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed ta be reliable, City af Newport Beach is not responsible for its accuracy, nar far errors or omissions which may have been incorporated into these plans as a result. L,.J X L,.J TAIT Since 1964 701 N. Parkcenter Drive Santa Ana. CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario Son Diego Boise Denver 10/06/20 DAVID SLOAN, RCE 82595 DATE ( IN FEET ) 1 INCH = 40 FEET REVIEWED: NOTE TO CONTRACTOR LOCATION AND AREAS OF 10.5" AC BASE AND SUBGRADE REMOVAL TO BE FINALIZED IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL CONFIRM ALL REMOVAL LIMITS WITH CITY ENGINEER PRIOR TO COMPLETION OF EACH REMOVAL AREA. z ~ ..c: u a " (D ~ L a C. i< ~--------------------------------------tO) z st 0 st 0 w 3-w PATRICIA S:-KARA-TPE ASSOCIATE CIVIL ENGINEER 3-rn C, 1--------------------------.---------lc 1--/\_\1---I ~----+--·"_':-_"_'-_-L_I_''-----------------------+----, DATE _______ _ 'j, [' 1-----------l 9-NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF ~----------------------------------------------~~--------------------------------~----------~--~----~---------------------------~---~-----------~-----------------------~--------~>< N R- 6 0 9 3 - S 20 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T C- 7 5 8 8 - 2 BO N I T A C A N Y O N D R I V E A N D FO R D R O A D P A V E M E N T R E H A B I L I T A T I O N ST R E E T I M P R O V E M E N T S - F O R D R O A D 7 FR O M S T A . 2 5 + 0 0 T O 3 4 + 0 0 RE C O R D D R A W I N G S ~ s· --, -, -=r 0 0 <D -, -, "' "' 3 (D 0 Q "' ~ gg ~-ui" a. ~-C" CJ 0 (D -, ~ CD"~ < -· " (D ::, =r Q."' -· "' g. S-5 3 C" c15 Q (D '< -, C" (D (D 5c·~ < C" (D -,:, !' -, C" (D m o" Cb -•O ::, --, '< (D s· o a. " -C" 0 zC -a (D "' 0 "' (D -, ,:, Q. S. 0 0 g_ ;::i :::, -·ms· ~ g: d' 0 " -, =r 3 -Q ::::r -· ,-+ Cb Ul -· "' 0 (D ::, ::, 0 ,:, -"' -C Q -, C" ~ rn 3 ,:, -· co:::: "' ::, (D "' Q. C a,:• CD-· ;. ::, (I) o'-O ~--, ~ • ;::::;::-+ "' C" Q '< " " 0 c~ -, =r Q (D " -, '< "' -• ~J d' ;;;· -, -=r iir - 0 ~ ~ )> a < ~ 6 ~ 00 N ~ c.n o:, ,. ,, 5-t5 if g'~ 00 • ~ --I i; :...--t: 0 ~ =,:o-, ·o n_ 0 ~ 3 8 ~~ O 0 0 --z o. ·~ 0 0 0 -• ' n2 >o ~. ~-~~ mo 0 a--.J ~ [ -~ g.g a, a a t .e ~ g· 0 ~~ 0~ ---i O') g: = m < a •• N • 0 13 ncn,.,-._,,_ * 1',I '-'',)/":',:" • :.--,,-.;.:</·-' ·. -· IJ.~ /,.• I< --2, ' ... ,\') \ c, C _,. <...) _:,~. -~, u.:; (. CJ "•,,._ CU ? --Cl L~ r., -~(_:1 ', CJ r,: (:I c: '.....; · I \;j <. 'i -I\ * •077•,l\.'J\\'}/2 C 1-,~ ~1 0 )> c'l 0 m u, 0 "' -0 :::j 0 z 0 7"l "' m < u, 0 z u, )> -0 -0 "' 0 ;;i 0 C> ·r,- IT, ,- ' 0 )> c'l "' m )> -0 :,;; u, ►I---~ m ~ r "'<"', ~ ~ F8 -< 0 7"l 0 0 )> •• ;;j I n :,;; ::i:.71~ r m ~: I z .;-m f"l -0 "' m ~-= z !. rtj 0 ~ ;:i - ~ ~ ~ . .,, ,, 9 i33HS 33S 3N\1H:ll \fr4 oo+;z :v lS Q\f 0~ Q~O.:i gJ L..L.:i!l oor ooo s:: z ~ ~ ~ :::! m;oo :::!Cz O~:,, Z-z oOo ""Tl~)> mo ;o ►o~ ~~en ;o;oO m ►.,, s: ~ ..... Ooo ~ ::c OJ r en► )> I 0 ;o )> "" m r:,, ► r en • om 0 )> zz :!JO ;o en S:: C )>"" r Gl r $! ~o S:: m ~ ~ )> s:: ro r< -► ~r ciJ -< ~ ~ -< m I 'Tl Q~ ::;/c mN zm G) 0 zZ m.,, m-;o pl "0 2:l 0 QC ;o ;o .... z 0 G) • 1 •111 ·~ • ~ I -_I '1 • 11' I II ·1 \., '11 "" .111 II I 1 ( EX 12" WAlER LINE (CNB) , l ·.I· .. ·. •• II··.. ""\ I i\I1 I I 11 1 '.I . ·. 11· . • , , 1 STA:25+13.91 ' "' W:8.0 f"l z 0 ±8' 11 · ... ' ·•. f 11·. I Ill \ I II I I I\ _1 I l'I C & G l,11 I 11 I I 111 -,"'1,11~\ .1\. 'i\\ i\. 111 1,;~~'"' ~ I 1111\ ··•· , 1 [ I \\~ \\ii .i\\ ~m EX 24" RCP SD (CNB) 1\.1 . !1\•'. lg •. , \ ! I '~, 1 ·11,I '" J5•11 ':i2i\ 111 • i 11 "' t+-+-~ L m EX. STREET LIGHT POLE, CITY PULL BOX, AND COVER 1 -~TA: 2~+57.98 m :12.0 z 0 • _ I J I I C & G(- ~TA:2~+78.27 CD : 12.0 m !"' EX ABANDONED 24" RCP SD (CNB) 1. , \/ ; 1 / EX 24" RCP SD (CNB) JI I I/_ \ d • I 11 ... • ',!.:::: 1. ••1,1, -I /+ • m 111. ! /8 . 1 ./// I "' TA: 27+20.02 11 '·240' 11 • , ± I _ EX. ELEC. MH & PB 1 :::'~","' EX 18" RCP SD (CNB) "' A-7+7 ':24.0' oo PULL BOX TO BE RELOCAlED "'"•A o 1·•,i,;1(1/->«< -o - ,....,_,_,,....,_.,..l.;::)::::EX:;:.::::'TS'::--•• -1. . "}t ,·',,J;~fj,l~ ~ RELOCATE EXISTING P~L BOX _· : : , zl\ri;;;:t · a, AND INSTALL NEW CONDUIT ,...A....,-..,I •• :Jy, -/Ii-~ : \ •• '. • • EX. TS _ o'·· , PULL BOX LOCATION)' '"'/,: t-i \ ~•~ \ ·.p,··. /, j 11 I !tl \ !l \··.· \ .•. ··.·•1·.··~.·.·.·.--:· .. ·.·.•·. \ ... ·.\ t § < ::u ,, :!. · .. \ \. • \ 00 C/l -I m <1 ,,· • ....-, • • • ·o :r < > 11 ; '· "-"'."'--',:-ft,.~ "'~ ~-., m ~ -I I ,r • ..-. . ;o ::U ,;.-m 'I •. •. \ ·~~f",;r/l;~~~ ;z "' TA: 28+58.85-< \\l· \ \ ~ : 18.0' J-i:::~• • \\t :~\-\.';.,,;-:+ilh:Z EX. TS & PB _ I · •· I. .,,_,, 1s ~i ,·.····~,, EX. TS & PB - 1 m'1 ,, r ~ ,, II I I ,, I Ex ELECTRICAL LINE tscE)----1 :, ,, , r1i /..., , ,I 1, J . 11 / • EX. CATCH BASIN ,_ .,, 11 11 •• \ l1 I',.., ,11\ 1 ' '\1,11 I 0 i1 .,/ 1/ \/ 1/1 i .; ,. ·., _.. . .. ' ' STA: 29+56.44 ;:o ii ) 11 ,: W: 19.0' "' I Ii. a:J 0 11 .. _1 11 m I .• ~ I NIL • "' .,, I I :: ~'\f:J ~~"l:/::~~ • " ~ A.I I / I •• I' . ' r' OVER-EXCAVA lED 6" 0 m I ii <:i.;:i 11i , .A .A .,.._ .A >- • I I 1! ·. :: / I ·. 11, , ...,, (z;;j~:?Eili~L-..µ..LJ1fl \ I' ,1 , 111 1 <'. ,/ 111, . jlI i 11 !r:5• o;; II \/ ii /1'., T ·,l 1 1· 111.. · .. i 11. ._,,~ .. ·. 111 ' / '·· . I • ' I ±6 ,I ·.i /I ·1'•1'.\I C & G -ii/ I 1 • . 111 J , 11 •.• , 1r .I•' .\1,I I I. \/ \ ·. /I I ' "'! , i·1 I i i I ·/ II '..., ~)EX.SL II L.I ...,i 111, STA:30,+75.9"' (TYP.) I 1 ·I \ ' II W: 27.0 I , . , ..... I EX TELECOM LINE (COX) EX TELECOM LINE (COX) • ' .·.•;•_\/ .. \ ~ I EX 8" GAS LINE (SCG) I ·~· \~q\ I I EX 12" WAlER LINE (CNB) 1 . •• •, , "s._<:·'.f I \ I 1 ..., _ ·\1 I .,; .·•,•' I . STA.31;t39.9 "' - z 0 -I m -I 0 (") 0 z -I ~ (") -I 0 ;a •I \\ \ \.I f W: 20.0 I I ,,.. 1/11,1 1: l.:::J I . I 1\_J.\.J I ._ f"l z 0 "' TA: 31+ 77.95 m :12.0' z 0 -BASIN II al EX. 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':i', 9 a,:: '::;: SCALE: f----------...;....,;,;.11~•-------------+------------f--------------,l-------------+-------------l-------------l-------------+-------------+-------------t-G --=....,~---, HORIZ: i.... """ VERT: 34+00 35+00 36+00 3 END 37+00 3B+OO 39+00 w :z ::::; 40+00 41+00 42+00 43+00 x w 1 1 "=40" 1"=4' CONTRUCTION NOTES: G) PROTECT IN PLACE (ITEM AS NOTED PER PLAN), ® ® COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. LOCATE, SAWCUT, AND REMOVE 10.5" EXISTING PAVEMENT AND BASE AND CONSTRUCT LOCALIZED 10,5" FULL DEPTH AC PAVEMENT SECTION PER DETAIL 3 ON SHEET 3, REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'B' SHOWN ON SHEET 4, JOIN EXISTING PAVEMENT, UTILITY ADJUSTMENT NOTES: [I] @] [I] [I] REMOVE AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L, ADJUST TELECOM MH FRAME AND COVER TO GRADE (BY OTHERS-COX). REMOVE AND INSTALL NEW SURVEY MONUMENT BOX FRAME AND COVER TO GRADE PER CNB ST0-116-L REMOVE AND INSTALL NEW PULL BOX TO GRADE, LEGEND I 2" ARHM OVER 1" MIN, AC LEVEL COURSE 2" ARHM OVER 1" MIN, AC LEVEL COURSE OVER 7.5" FULL DEPTH AC PAVEMENT SECTION 2'-4' MIN, FULL DEPTH AC SLOT PAVE AT CURB RAMP (2" ARHM OVER 8.5" FULL DEPTH PAVEMENT SECTION) (SEE DETAIL ON SHEET 4). C, i< -□ ci O:'. 0 u._ I o,_ O:'. I ... 0 ... 0 w 3-,,, C, C 'j, a L r::, C a ~ u ::, L ~ ,,, C a ::e 0 ~ • ID 53-~-------------------------------------<(!) These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result TAIT Since 1964 701 N. Parkcenter Drive Santa Ana. CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario Son Diego Boise Denver 10/06/20 DAVID SLOAN, RCE 82595 DATE X w ~ ~ NOTE TO CONTRACTOR 40 60 ap LOCATION AND AREAS OF 10.5" AC BASE AND SUBGRADE REMOVAL TO BE FINALIZED IN FIELD DURING ---1, CONSTRUCTION. CONTRACTOR SHALL CONFIRM ALL REMOVAL LIMITS WITH CITY ENGINEER PRIOR TO COMPLETION OF EACH REMOVAL AREA. ( IN FEET ) z ~ ..c: u a " (D ~ L a C. 1 INCH -40 FEET ~--------------------------------------1~ REVIEWED: PATRICIA S:--KARA-TPE ASSOCIATE CIVIL ENGINEER :z ... 0 ... 0 w 3-w 3-,,, C, f--------------------------.---------lc 'j, [' f----------1 ? 1--/\_\t--l ~----+--·"_':-_"_1-_· L_I_''-----------------------+----, DATE _______ _ NO, DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF ~----------------------------------------------~~--------------------------------~----------~--~----~---------------------------~---~-----------~-----------------------~--------~>< R-6093-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7588-2 BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION N 9 FROM STA. 43+00 TO 52+00 STREET IMPROVEMENTS - BONITA CANYON DRIVE AND FORD ROAD INTERSECTIONRECORD DRAWINGS ITT ITT 'ac----------,----------------,----------------,f------------------, .,f ry l-------------t --------------t--------------t--------------t--------------t---------------t---------------t-----~~f ;;~.:------{os'l·~f"-------------+--------------1 --------------1 N(/) mo +~ 1---------~,1v ~----;--------j----------+-----------+----------t--------u,!1'ic-+------------j----"7_e"c-----ITTS2lco----------+----------t------------j OLL 0(/) OU'l '-"'rxl -QfJ) +r.=----~ITT\'I LL Q _LL ,iu,---~ro,i:;c----l---------------1-------+---------l~or ____ ~I ~=====================-';'+·s"'l-----~~'t·,~;::;=========d+'t-~:i,;=========~cl:~~"~---_-_-_-_-_-_-_-_-~o~tl~ITT-~---_-_-_-_-_-_-_-_-,~-,v-r---_-_-_-_-_-_-_-_-~~+t~~----_-_-_-_-_-_-_-_-,~-,v-c---_-_-_-_-_-_-_-_-:o-,t, ,ITT;==========~,l+i;>o?---~~q c8~· -+-------------+------1----;~---+---------"6,·f~;:=========;0 -t-1ITT ____________ _,_ ____________ 7 r N N st-0 + ,-., -~ '. 0 (/) .~ LL o Tl "' 0 -(2 :) m + ~-~-----------+-------------+ -....., o o "Si-_; .~ o u,""' 0 ~ •• _ + ,;:::-~ . ..__ ...__ .. 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Parkcenter Drive Santa Anc, CA 92705 p: 7U/560182(Xl I: 71'4/560/8211 www.tcil.com 48+00 " I I \ , 49+00 50+00 51 +00 52+00 0 0 + ~o -•• < I-t-.... V) .... ::c .... V) > -.... 0:: .... CV> Z41 ~~ z -I < ::c (.J ~ -cc< I-::::E -z 0 a:i I 40 60 ( IN FEET ) 1 INCH = 40 FEET VERT: 80 REVIEWED: 1 "=40' 1"=4' CONTRUCTION NOTES: G) PROTECT IN PLACE (ITEM AS NOTED PER PLAN). Q) ® COLD MILL J" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS J & 4. LOCATE, SAWCUT, AND REMOVE 10.5" EXISTING PAVEMENT AND BASE AND CONSTRUCT LOCALIZED 10.5" FULL DEPTH AC PAVEMENT SECTION PER DETAIL J ON SHEET J. JOIN EXISTING PAVEMENT. UTILITY ADJUSTMENT NOTES: [2J [3J [5J [BJ [iQ] REMOVE AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L. REMOVE AND INSTALL NEW DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. ADJUST TELECOM MH FRAME AND COVER TO GRADE (BY OTHERS-COX). REMOVE AND INSTALL NEW SURVEY MONUMENT BOX FRAME AND COVER TO GRADE PER CNB STD-116-L. REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. LEGEND [½:21 ~ 2'' ARHM OVER 1" MIN. AC LEVEL COURSE 2" ARHM OVER 1" MIN. AC LEVEL COURSE OVER 7.5" FULL DEPTH AC PAVEMENT SECTION These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans os o result. I.oil Angele.I Sacramento San FrMciaaa Dallas PATRICIA S. K~PE ASSOCIATE CIVIL ENGINEER Onlalo San Dlega Baise Dllnv8r ~_>--"""""/ -J_) j:?,,,1_..-------- DAVID SLOAN, RCE 82595 I 0/06/20 DATE ,__&_1---j_1_0_;2_3_/_2_□__,__A_s_-_B_U_IL_Ts ______________________ -j-----,DATE _______ _ DATE NO. DESCRIPTION OF REVISIONS APPROVED SHEET OF R- 6 0 9 3 - S 20 CI T Y O F N E W P O R T B E A C H PU B L I C W O R K S D E P A R T M E N T C- 7 5 8 8 - 2 BO N I T A C A N Y O N D R I V E A N D FO R D R O A D P A V E M E N T R E H A B I L I T A T I O N N FR O M S T A . 5 2 + 0 0 T O 6 1 + 0 0 ST R E E T I M P R O V E M E N T S - B O N I T A C A N Y O N D R I V E 10 - ~ -I ;► U) ';;: - ~ -I z "' 0 on i" ~~ m :i Sl •• □ o 0> :::l :?. -oo 5·(5 :...-I>-□~ r-.:, 111 □"oi ►""ti (.11 m =,:a-.:::i □ r.o n~ P~ CJ1 g,~ ~~ n2 :, 0 0 > ::J ~~ 0 ;3~ (C(ll 'IQ 0 =l--~ ::J, 0 :.:.. ~ -~ g.g ., a a t .e ~ g· 0 ~~ 0~ -I m g: = "1 < a •• N ' 0 13 non,.,---_,,_ * 1',I '-'',)/':·,:" -:.--,,.-.;_:_</·-' ·. -· IJ.~ /,.• I< --2, ' .-· ,\') \ c, C _,-<...) .:,~. -~, u.:; (. CJ ~1 C, )> c'l c, C, -fT1 J> U) ,_.1: 0 :::0 IT, -u ,- :::j ' 0 z 0 77 "' "' < en 0 z en )> .,, .,, "' 0 ;;i C, ~ F8 --< 0 77 C, )> c'l "•,,._ CU ? --Cl L~ r., -~(_:1 ', CJ r,: (:I c: '.....; · I \;j <. 'i -I\ * '077•,l\.'J\\'}/2 C 1-,~ "' "' )> .,, :,;; en ► I---~ "' ~ r-~, ~ 0 C, )> " ri1 I 0 :,;; ::i:.71~ r "' ~: I z .;- "' "' .,, "' "' ~= z __,_ ... II "Tl .---o t; ~ ;:i - !=1 ~g: ~g: • BONITA CANYON DRIVE STA: 52+00 MATCHLINE SEE SHEET 9 --------- 11 .. . •• ;1\ l'J[}j ~~· I 1,9\ I 11 h j 1· 1. ~ • ... EX. C&G I 11 I • I • Ill 11t1....~fLi··~j ;~~~ 111 I 42' I Ill '""·.·· •• 1<\f•: . ' I EX. C&G - n ••. '1 ".:,,·E. ·,. •• ,·. EX SL&PB I : . I . -- I I I :-\. ' \\ ,, AS,K EX FH ~ • - EX. C&G II \i ·. ·111, \\, , ', ',.. \ \\ I 1 \1 \\ •• \ :&51.\~ ~ ,...... . ·, \, --, ','ii ·>' -:~ :e I 1 11· .. •.•· ... <.· 11', '\, ·•,':, \, \ ) f • .. ·.····•··. .··. Iii ': \ ', 'K .•• .•• • . '",J 111 I I . . ·. I I \ "' 111 ','i, ~, II I J 1. 1i11"'I \ :ii ',,I I OJ I 0 z -0 -I ;iJ ► I '111.1 • 1 111'11!/I • I ······t.··•·• ••.. ·~.I I ,· 11 •• r rt-~-1 I j I ..,.1 ~.~"""'/'--v----.r--~ -ol < ► mz Fl ~E 1 ••• •.. I • REMOVE AND INSTALL 111 J . \. , . 111 • NEW TRAFFIC SIGNAL I I \ ~ . . ·. 1 ·•. .. •. . \~4-....,._ 1 P~LL !ox~ TO _GRADE I •. •. •.. 4-I o.uJ • \ I -< QI r· I 1 . \ . ii:1 ,~~ \\\1 , I r \ j ~ ~3 ® . . -~~ Ii \ ~~\>~ ~ ~~s::-.~~~.-CI ---~ z1 R/W~ I ·-·.•.·+1 •. • • • · • m I ·-. I, "i":_, •. •.•·... \ •• ... •• •.. ; ~-RW---- \\. \ \ c.n "" I I \\\.. ' I. I I I 1/ . • •. .' Ii' •• WATER LINE (IRWD) I 11, . I •. . •. '' EX 16" DOMESTIC I II ;;q ·• •. • •. •·· / WATER LINE (IRWD) JL1 II ',. I . • 1 • . I ·-.. I EX. C&G - ~~.·.· l!tltlfr .••• t I -fX, C&G I \11 11 "~1111 \. <, \ • · I I Jll I , ,\ . 1IJ f\-·. · ~,. I , 11' r ..... . I Ii : ·\111 L /1 . &ij.l1~i~~.~uijtl \~ I O I II ~I f . ·.. ·.. ·. ;'f,fff '-~, ~. a ·. . • • ... /, • • .,. -./}_/ 1 .... ,. /,/ -l EX. CB I II I ~Xi ~l',Ml -./ NI:'. TA: 57+56.68 ND I ©J\ < ' \;;o ' /' .ij .\ \ • . • -- ml , "<fl ,,.\ \ f j I , <!> ' I • '':'·J.\ 1'c'.'.:----:t----+ ~®1 ~ -,-1 ,o I 10 ~ C: 61= ~ I ojk:l ~~ I ::.!, (1) I .,, 0 l"[I ..::-.: :::0 rr EX TELECOM LINE (COX) I I : I I I I I I I iT1 I I I I I • --< I :,, I"':, . ' rrtf-~ $'. I 8 I I . I . I ; I I : I ' I I I I, I I I II I I • 1 11 I i f I /o I , j ! : / 1 !+ ; / I I I I I ! i~ j I I I ! ' IJ I i ' I : I I ' I / ' . I , , , I , I I I/! ; I I : ! I I I 'm, I . / / I --jl f"Tr / / / I I I I I , I, a , • BONITA CANYON o----jj~!1/~ - - • .. • ..,,, -, ..• ._ .>IA, 6 + nh •---c 1 oo MATCHLINE SEE SHEET 11 11Yll ~' I~ w ~ p I I 1/~I "' ~ ~ ~ ~~ c:-I I 1--. -----cl":;:-O,-l __ ·_-.,6-:;:,o;;-rtti77~-~ LJ ~ en ;;J 00<0 ~I ' '-fl. '° a • dJ------:---:_1;::i~--t-:::Y 00 ~-~ ~~ .~, -~ I ".,,.J""'--"".A~P"-{B 1 ' REMOVE AND INSTALL 8 < ~ NEW TRAFFIC SIGNAL :k ::::Jl~t!: PULL BOX TO GRADE 00 ~ ~--~ -0000 ... <D<D ~;...,:.....i ...... -............ 0000 0 77--i «>!" 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U z t--------'>-8 -4------1""------+----'-""..-,c::_--+-----------1,;l=.-+-----------+-----+--------l---+-+--+-------:cx----cl,--=----------+----------+-----------+----------l-----":c_:::::;-----------I -...... :,,4o/o:-,-<( ....I -U _..-FS @ EXTENSION OF LIP OF GU R SCALE: 1--------------1~----------+--------_l:=:::::J:=:::::::::::::::::::=:'::==':':::::'::::::':::::::::::'::::=i'::'::====:::'.:l-------+------i:::==----------__j_------------+-------------1-----------+------------1-ai._.:::E_ __ ---l HORIZ: 1''=40' VERT: 1"=4' 0 0 + 0 ...... •• 70+00 71+00 c.o ,:g (.) ,~-----.a_ ____ L_R/W ~ - ------------------+-~ ..... ..... -JS -- a, Q_ ,:g u! x w 1 72+00 a, Q_ ,:g ~ 73+00 MESA VIEW DR. I 1 ~ x w ul Q_ (.) "' ix, X w 74+00 -0~ w "' ...J -u->-w (.) z w :::; "' ix, ~ x< w;;r:: u~ F et:: t3.:::;. ::; w oz 0 :::; . "' '°w -,- GS~ 75+00 --::, ---TS -~=-TS ----TS -- --,~, ---:=... . -...,..... / /~//s /, -<C I- I-LLJ V) LLJ l?l/Cl-~--."-+--."-f-'-0 .---."' c__ J !iiil"' /"':__""-..-b9n:::0'--, ~:...., ,IRW-,---l+----'-----'-"'7"'------~l'f/.W:4-------'--""'-----'---..+-'-ll'--"3,.<-I &'.r fa'l--:--'-+-"-¼'------7'1-W-f-_..._4.:...._..._ ....... ---'++"-+I~,~. / •.. • _ , , (.)~ F a,: (/) -w-::; w Oz 0 :::; ~ "' w "',- GS~ :::c LLJ V) > llw'-·----'-++"'7"---l'----:-[)V<-L-;_, -+-7=1~-1,-ooe--------"--'DW-+-'-r--"· +++ . _ , ·3+0~0_,.s--,.___,4,----"1---"6~ ~74-±00 · --L 0Yi :__ .L ~/--7~~f--/ .. / .' ./ .,3 .,····/ .// ,· / ,,./ //··· .// / // / • // / /7"-/ / ,· .' ... ~::;:='c7t ,'.'....'""/_,!&, • 1. .·,-"---./ / ""t;aa / -(.) 0 F;;r:: (/) ::. w- ::; L>J Oz 0 ...J ' "' "' w .... +- x < w;;r:: -LLJ c::: LLJ /~/ -~~~~~ ~ / ..::.···_,~~-~~-=-- /;====~~ CVJ z LLJ Oz >-::J z -<C :::c u~ -<C -<C I-:::::E -z 0 al /1(). ,/ tp ■7"'-~-T'-~1-• -g /• /1~~+-h~T'--~-+---c'--r~+-.~~--=--:c"--1 --TS c.o ~ x w :.----A.._____ ---TS -- R/W u! ---:-~ (S~ ~ a, Q_ w /f> / /N . .., • • 1 /)1 1 // / // r;:6 • ,f----r __ --l~r--c-~lc~~ / ·•·_,, .... ·, A / /.·11_ / 1s-- a, Q_ ,:g a, (.) x w -TS 'F5--s ' JJ ,~ -',;.: '"-.~ -_s ''-l:<' " BON IT A CANYON ai DRIVE ~ w z :::; ::; 76+00 R/W R/W 77+00 X w 1 78+00 L>J z ...J ! ix, r;'i 79+00 1 s 0 0 CONTRUCTION NOTES: (j) PROTECT IN PLACE (ITEM AS NOTED PER PLAN). COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER, AND CONSlRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. REMOVE EXISTING AND CONSlRUCT PCC SIDEWALK PER CNB STD-180-L. REMOVE EXISTING AND CONSlRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'A' SHOWN ON SHEET 4. REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'B' SHOWN ON SHEET 4. JOIN EXISTING PAVEMENT. GRADE AND REPAIR ADJACENT LANDSCAPING AND IRRIGATION SYSTEMS TO JOIN PROPOSED WALK AND RAMP ELEVATIONS. UTILITY ADJUSTMENT NOTES: [j] [}] rn @ l!Q] [DJ ADJUST CITY SDMH/SMH FRAME AND COVER TO GRADE PER CNB STD-401-L. REMOVE AND INSTALL NEW DOMESTIC WATER VAL VE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. REMOVE AND INSTALL NEW SURVEY MONUMENT BOX FRAME AND COVER TO GRADE PER CNB STD-116-L. REMOVE AND INSTALL NEW PULL BOX TO GRADE. REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. ADJUST SMH FRAME AND COVER TO GRADE PER IRWD DWG. NO. S-1. LEGEND 17.7' 2'' ARHM OVER 1" MIN. AC LEVEL COURSE 2'-4' MIN. FULL DEPTH AC SLOT PAVE AT CURB RAMP (2" ARHM OVER 8.5" FULL DEPTH PAVEMENT SECTION) (SEE DETAIL ON SHEET 4 ). GRADE AND REPAIR ADJACENT LANDSCAPING AND IRRIGATION SYSTEMS 5.2' (188.64FS) (188.57FS) ... ,, 189.33FS 189.81FS 189.87FS 189.81FS 189.87FS 189.0BFL'',1 ·· ", -/ --~·---~/ (, ,,> , I - (191.36TC) ECR .,,, l 190.63TC) 1 189.96FL) I I <fl ul a, (.) (191.43FS) 14.9' (192.16FS) ~R/W sc;.-'-"-~ 1 1 a, ~ ~ I------R\11-------+-f,W-----+---+-Rw+-------R\'I------- ~ ( IN FEET ) 1 INCH = 40 FEET ul ~ "' • co -r;'i TAIT Since 1964 701 N. Parkcenter Drive Santa Ana. CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com I=' r;'i REVIEWED: PAlRICIA S:--KARA-TPE ASSOCIATE CIVIL ENGINEER I I DETAIL 'B' SCALE: 1" = 10' "' ·.:: L 0 .E, E Cl 00 .... 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DATE DESCRIPTION OF REVISIONS APPROVED f----------1 SHEET OF '!o [' ? ~--------------------------------------------~------------------------------~~---------~--~---~--------------------------~---~----------~----------------------~-------~>< R-6093-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7588-2 BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION N STA. 79+00 TO 88+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE 13 FS @ Eb<TENSION OF LIP OF GUTTER °" (/) t---------------jt------------t--------------t---------------t----------t°",1~~-1-----------<all'e,,-----+------------+-------------+-------------+-------------+---------------1 m..--.. wm t------------+-------------+-------------+---------------,--,t--,-------ot·m-------.=1.tO a w o en v o .. t3· ------f,O~·lf'_L-___ ____,,,/<c,,>-------------+--------------+--------------+---------------1 0 (/) .-• O LL U) Li.. 0 .._. :-I.[) LL O 'C 1 I..[) LL r---..--+-+,_ .,.... +-. +-;;::-..._ O {I) FS @ N LY LIP OF...., o fr(/)~----oH'i'i~i'----------,+"1~<0=--~ro,, .cj--f'C'.l .;,."';..._ ___ __i;-~;,1~ ..--N v 1~!£c.._ ___ ~¢t ;,"';..._------,,+',l'-s:·-~l----___;"'~lii:c._"'------------;o:::1,(/)~----=cc------+--------------f---------------1 GUTTER (TYP.) g t2 '+<O N or @: ro.._., 00 ~ co..---+c;r-o:r .-00 J 00 N J., r---+---o C/J t---------------lt------------+--+---------S<□ C/J ..--.. co ro + i~~-~t------1~.::..~------f,i~----:-__ ___ _,_,,N,__ ___ ~ro-=+-e°:,-----:~-r.o i.n ¼. o Cl) 0(1) "+'·,!:;=.. ..-en o .-~ .. ro ---o <D i"Q1 a ·,!:;=.. oc.n 0 LL ,..:.., ::;: c0 ..-.:::::!, .._., .._,, ~ .-COi~ .::t N I..[) LL. a U1 ro co rT". -□ .._., ..__.. o ro -..t=-----,= r,t") ..,,...0 ,_ -, I.(') LL O r--. 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Parkcenter Drive Santa Ana. CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com 1 z (!) (/) GS 84+00 -c:, i ~ 0:: u~ >-w Uz ~ :::1 • 0:: 00 F'-' x« w3: w z :::1 :::E a u ~ i:S -ui t= °" "' -w~ :::Ew oz c:, :::1 w z :::1 ~ ~ "" -X w 85+00 (!) <Id u r:'i 1 1 x w 86+00 87+00 88+00 0 0 + 00 ""It 00 ..... • • ~~ (/) w :::r: w (/) > e:::: w c~ Zw Oz >--z ...J -<C :::r: (.)~ -<C -<C I-::::::E -z 0 CD VERT: REVIEWED: 1 "=40" 1"=4' CONTRUCTION NOTES: G) PROTECT IN PLACE (ITEM AS NOTED PER PLAN), ® © ® ® ® COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER 11--IAN 1 / 4" 1'1111--1 ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1'' MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. REMOVE EXISTING AND CONSTRUCT PCC SIDEWALK PER CNB STD-1B0-L REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-1B1, CASE 'A' SHOWN ON SHEET 4, REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'B' SHOWN ON SHEET 4. JOIN EXISTING PAVEMENT. UTILITY ADJUSTMENT NOTES: m []] [ill [TI] REMOVE AND INSTALL NEW DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG, W-22. REMOVE AND INSTALL NEW PULL BOX TO GRADE. REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD STD, DWG, W-22, ADJUST SMH FRAME AND COVER TO GRADE PER IRWD DWG, NO. S-1, LEGEND 2• ARHM OVER 1" MIN, AC LEVEL COURSE 2'-4' MIN, FULL DEPTI--1 AC SLOT PAVE AT CURB RAMP (2" ARHM OVER 8.5" FULL DEPTI--1 PAVEMENT SECTION) (SEE DETAIL ON SHEET 4), DETAIL 'C' SCALE: 1" = 10' SEE SHEET 12 FOR LOCATION ' • ·-. 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SCALE: l----------1:-=>-<-l-----_t====:::::::::t====:=::::::::::::::::::::::::::::::::::::::::::::::::::::::::'.::::::::::==ll===L_-------l-----------l--------..::::._l'.-_--l-__________ ---l-__________ -l-__________ -l--__________ -l-____ --l HORIZ: CD :::!E VERT: B8+00 0 0 + co..,., 00 ...... • • <( I-- I--l.&J V) l.&J ~ x w D "' a. u ~ 89+00 90+00 t CC)I\J'::.:-::;_i1 __ IC:Tl'._-:1--.1 =-i\SFH=-1\JT 1/-//'-c:.: • •. C!T GOA.1•.ED FOO TH s =cLE-cD ;:,.cc1~:s RL.\-1=:i SEE~L 'D' ON~HEET 1 1 I RAIRIE R @ . l,1 II j/ "' a. .:0 uj ~ "' a. .:0 ~ 91+00 "' "' .:0 .:0 u u 92+00 93+00 R/W~ -TS ----TS - 94+00 D~ w "' __J -u ~ >-w Uz W-O:: __J . "' "'~ ~~ 95+00 96+00 """" "' "' .:0 .:0 u u ~ 97+00 0 0 + ~L(') ...... •• <( I-- I--l.&J O"CF 1 "=40" 1"=4' ::c l.&J V) > -l.&J a::: l.&J V) l.&J ::c l.&J V) LIGHT 1 BOLLARD CV) z l.&J Oz >--~ ~ f,,: "",'-;· '""", -;;· z::·::;:-c:::·. ::z'.:::::z'.:::'.:c5;1, (..)~ -~•r . <(<( I--:::E -z 0 CD 60 BO ' x w 1 ~ CD ...J z ~ e,s . "' i':'i ~ N i':'i I X w D □ X w "' a. .:0 ~ x w x w • 00 i':'i "' .:0 u "' .:0 u R/W BONITA CANYON DRIVE 0 "' X w X w w z ::; "' !I;! w ~ X w 0 ... N i':'i 0 ~ N X w "' .:0 u "' .:0 u T > -l.&J a::: l.&J CV) 7 z l.&J -Oz >--z --' <( ::c (..) (..) I-- <( <( I--:::E -z 0 CD R/W -----(207.66FS) CONTRUCTION NOTES: CD PROTECT IN PLACE (ITEM AS NOTED PER PLAN). 0 ® COLD MILIL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER, AND CONSTRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. REMOVE EXISTING AND CONSTRUCT PCC SIDEWALK PER CNB STD-180-L. REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB STD-181, CASE 'B' SHOWN ON SHEET 4. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT VARIABLE HEIGHT CURB PER APPLICABLIE PORTION OF CNB STD-182-L TO JOIN EXISTING LANDSCAPE IMPROVEMENTS AND REPAIR ADJACENT LANDSCAPING AND IRRIGATOIN SYSTEM JOIN EXISTING PAVEMENT. @O REMOVE EXISTING PRIVATE SIDEWALK AND CONSTRUCT NEW SIDEWALK AT 5% MAX SLOPE PER CNB STD-180-L TO JOIN PROPOSED CURB RAMP. UTILITY ADJUSTMENT NOTES: DJ [l] [I] [I] m [IQ] [ill ADJUST CITY SDMH/SMH FRAME AND COVER TO GRADE PER CNB STD-401-L. REMOVE AND INSTALL NEW DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IR\\O STD. DWG. W-22. ADJUST GAS VALVE FRAME AND COVER TO GRADE (BY OTHERS-SCG). REMOVE AND INSTALL NEW SURVEY MONUMENT BOX FRAME AND COVER TO GRADE PER CNB STD-116-L. REMOVE AND INSTALL NEW PULL BOX TO GRADE. REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IR\\O STD. DWG. W-22. ADJUST SMH FRAME AND COVER TO GRADE PER IR\\O DWG. NO. S-1. LEGEND '-- 2" ARHM OVER 1" MIN. AC LEVEL COURSE 2'-4' MIN. FULL DEPTH AC SLOT PAVE AT CURB RAMP (2" ARHM OVER 8.5" FULL DEPTH PAVEMENT SECTION) (SEE DETAIL ON SHEET 4). / EX. GRADE 5.7' -t-I ~-~-_-~£~-EX-. -SI-DE-WA-L--lK I JOIN EX. / / I~' JOIN EX. 4" PCC f -~ REPAIR FS=TC _ _e-- (207.22TC} (206.60fL) ~" Ii' 11 1 I 11-I SECTION A-A 10 NTS A co~•TRJ:TI:N =AsFw=NT w:.< 1 .. -T C;F!i.f TF-! FOF -Hli DELcTcD ACCESS RA~r ~ DETAIL 'D' SCALE: 1" = 10' I T 11 -LANDSCAPING AND IRRIGATION "' a. 1 5.77TC) 5.15FL) AS NEEDED ( IN FEET ) CONSTRUCTING NEW WALL AND VARIABLE HEIGHT CURBS 1 INCH = 40 FEET NOTE TO CONTRACTOR TAIT Since 1964 701 N. Parkcenter Drive Santa Ana. CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com REVIEWED: PATRICIA S:--KARA-TPE ASSOCIATE CIVIL ENGINEER {/) ·c: L 0 _E, E 0 "' U"J .. - - "' ;, -0 w I u m I "-~ I ... 0 ... 0 w 3-{/) "' C "!o 0 L CJ C 0 ~ u ::, L ~ {/) C 0 53-(!) z ~ ..c: u 0 " m ~ L 0 C. ;, " z ... 0 ... 0 w 3-w 3- {/) "' LOCATION AND AREAS OF 10.5" AC BASE AND SUBGRADE REMOVAL TO BE FINALIZED IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL CONFIRM ALL REMOVAL LIMITS WITH CITY ENGINEER PRIOR TO COMPLETION OF EACH REMOVAL AREA. Los Angeles Sacramento San Francisco Dallas Ontario San Diego Boise Denver 1----------------------------.----------lc 10/06/20 c c0:--c1_ LI': t---+----+---------------------------t-------, DATE _______ _ DAVID SLOAN, RCE 82595 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED f---------f SHEET OF "!o [' 9-~----------------------------------------------~~--------------------------------~----------~--~----~---------------------------~---~-----------~-----------------------~--------~>< R-6093-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7588-2 BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION N FROM STA. 97+00 TO 106+00 STREET IMPROVEMENTS-BONITA CANYON DRIVE 15 ~~ ~ }!2,-----~:l'lT~~------1-------------1-----------------l-------------+-------------+------------+------------+------------+-------------t----i~k ----------7 --r---a, "' r--,. o r~ • • f------------+-----,-------+::0==-----------c+.,l-·~'°:------------+-------------1-----------------j--------------t-------------+---------------t---------------t-------------t-~~!"::--'-•·~---------------i ~-------------1-r---__ _:::,,.:._(J_:_,6""%:J-'----1-------"'-J:_0,;' _____ osu:,IJffle,-_____ -f-__ -l-r-'-FS,,_,@e.__cNc,'L;-'Y_LJ'"-.P-'O"'F __ ---jf--------------+-------------+------------+------------+------------+-------------t--:Vl--:--;-~-------------i -.-:_ _ 0 +-;;, / GUTTER (TYP.) 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GUTTER(TYP.) --__ (1.8%) ~ ;::~ ~~ ~~ ~I~ ;::~ ~ ~ I~ ......... ......... 1----------<C-W --r? ._.. ..-I")·,..... ._.. ·~----<1-7-1-1-"------I - t) Z -0:: I%) _, r---_, _, , _, In"'''· a /;10 1-----------='i-f------------+------------+------------+---------~-~-=:-t---f-H' ,,--+--------j------+---,~f----+------+-------+-7"7-,-::c---+--r1Gf%) ·0;3%-',1---l----W,~"'-"''·,_ _ _,_ ___ --t,o•vl'·I--------< --:::r:: -,-_ _J O,<'.%) (o •' ,N ( ) ( (Q,4%) \U,'f o -.,-..,._-__ L -- - '--------~-~~~----------+-----------t-----------+-----------t---~~~-~~-~9~%~J -t---,' D •~~'''--~-~Q.~6%~,~~~~~~~~=~=~~+~~---------t-----~~~~---1 ,-- -,.._ itH3%-)-(0.6%J---W.0%J ·0,,nr_ -~ --FS@ S'LY UP OF SCALE: >--------6 ~c-1-------------1------------+------------I------------+-----------+-----_-__ -~--=='-i'=----,-a;::1-.. --===:...=c,,;::,-;.;c,;;,-:;=.;c.:.--t--t------------t----;;;',.;::;:;c;:;--=;:;:;;;:;,~---t-----1~-66-HORIZ: CD ~ FS @ EXTENSION OF LIP OF GUTTER GUTTER (TYP.) VERT: 40 ( IN FEET ) 97+00 (!) (!) ,'1j ,'1j u u --- 60 a,o --, 1 INCH = 40 FEET NOTE TO CONTRACTOR 98+00 f7l a. u 0:: ix, X w El x w - 99+00 u uw a. (!) 0 x o:: w [D 100+00 TAIT 101 +00 1 (!) (!) ,'1j ,'1j 701 N. Parkcenter Drive Santa Ana. CA 92705 p: 714/560/8200 f: 714/560/8211 www.tait.com 102+00 103+00 104+00 105+00 106+00 I ' REVIEWED: 1 "=40" 1"=4' (167.07FS) / LOCATION AND AREAS OF 10.5" AC BASE AND SUBGRADE REMOVAL TO BE FINALIZED IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL CONFIRM ALL REMOVAL LIMITS WITH CITY ENGINEER PRIOR TO COMPLETION OF EACH REMOVAL AREA Since 1964 Los Angeles Sacramento San Francisco Dallas Ontario Son Diego Boise Denver PATRICIA S:-KARA-TPE ASSOCIATE CIVIL ENGINEER CONTRUCTION NOTES: CD PROTECT IN PLACE (ITEM AS NOTED PER PLAN). COLD MILL 3" EXISTING AC PAVEMENT SECTION, CLEAN AND FILL CRACKS WIDER 11-➔AN 1/4" Win➔ ASPHALT BINDER, AND CONSlRUCT 2" ARHM OVER 1" MIN AC LEVELING COURSE. SEE TYPICAL SECTIONS ON SHEETS 3 & 4. REMOVE EXISTING AND CONSTRUCT PCC SIDEWALK PER CNB STD-180-L. REMOVE EXISTING AND CONSTRUCT CONCRETE CURB ACCESS RAMP PER CNB SID-181, CASE 'B' SH OWN ON SHEET 4. JOIN EXISTING PAVEMENT. UTILITY ADJUSTMENT NOTES: (I] ADJUST CITY SDMH/SMH FRAME AND COVER TO GRADE PER CNB SlD-401-L. Q] rn [ID [IQ] [DJ REMOVE AND INSTALL NEW DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD sm. DWG. W-22. ADJUST TELECOM MH FRAME AND COVER TO GRADE (BY OTHERS-COX). REMOVE AND INSTALL NEW PULL BOX TO GRADE. REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD SlD. DWG. W-22 . ADJUST SMH FRAME AND COVER TO GRADE PER IRWD DWG. NO. S-1. LEGEND 2" ARHM OVER 1" MIN. AC LEVEL COURSE I 2'-4' MIN. FULL DEPTH AC SLOT PAVE AT CURB RAMP (2" ARHM OVER 8.5" FULL DEPTH PAVEMENT SECTION) (SEE DETAIL ON SHEET 4 ). _j_ 167.26FS 4 169.09FS O" CF (167.07FS) DETAIL 'E' SCALE: 1" = 10' \ -sn - _\ (168.77FS) R/W DAVID SLOAN, RCE 82595 10/06/20 DATE ~-'-/~-'-\+-_c_, ----➔-~-\_-_"_'-_L_I'_• _______________________ -+----DATE ________ _ NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF "' ;, "O w I u m I a. tl:'. I st 0 st 0 w 3-{/) "' C "!o a L Cl C a ~ u Cl L ~ {/) C a 53-(!) z ~ ..c: u a " m ~ L a C. ;, " z ... 0 st 0 w 3-w 3- {/) "' C '!o [' 9-L-------------------------------------------'-------------------------------'---------_J~_...L... ___ _J _________________________ .J._ __ __, __________ L-_____________________ .,__ ______ ~,,, R-6093-S 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7588-2 BONITA CANYON DRIVE AND FORD ROAD PAVEMENT REHABILITATION N FROM STA. 106+00 TO 108+74 STREET IMPROVEMENTS-BONITA CANYON DRIVE 16 ~FS@ N'LY LIP OF GUITTR (TYP.) 0 VJ i?51~ Q(/) 0 ~ ·---------t------------t-------------+-------------+-------------+--------------+--------------+-------------+ 1--------------t1------~=-----oe1,~~~-+------=~>~ +01 coo . +,,......_ _+..--... 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SEE TYPICAL SECTIONS ON SHEETS 3 & 4. @ JOIN EXISTING PAVEMENT. UTILITY ADJUSTMENT NOTES: '107 REMOVE AND INSTALL NEW RECYCLED WATER VALVE BOX AND COVER TO GRADE PER ~ IRWD STD. DWG. W--22. [ill ADJUST SMH FRAME AND COVER TO GRADE PER IRWll DWG. NO. S--1. LEGEND >-------t~-]a1-----0+1r;~;;,-------,it-~~ ~~---MEBIAN--;:t-c~~----0--,-~,_· ----,1-721->-------------+-------------+-------------+--------------+--------------+--------------+--------------1 ~ Ol o en 92 .-m CURB ~ .::::,, ~=======:.-.::•.=======~::~========~-+-------+.:::::,-----+----t----'-(TYP_ • .:._) _-+-----+-----+•. 7-~1---1---------------1--------------t------------+-----------+-----------+-----------+-------------, I"/" ·:/1 2" ARHM OVER 1" MIN. AC LEVEL COURSE ----~an"'------l----=~='-~~='---==--F=----==-------=--=----+-------------'1~~n ... -+ __________ -+ __________ -+ __________ -+ __________ -+-__________ +-__________ +-_________ -----'I 1-------l.-\;JQ -.--\Ja OC/l ~~ O<D 01.i... =r-.-.. 1----------"',o ·c:: FS @ S'LY + "' '° 0 + ~ -CO r--. 0 ·-t-----~g;a+~ 7;1c:D1AN--~l-,,,;-----~=1~----+1 f -'\-;_;-+--------------+--------------+--------------+------------t-------------+-------------+---------------< «>------+e~e-LcURR ~ .:::::, •-n I I v ·(/) 0 Cf) 0 ~ Q (f) uo ~ + ~ . ,_,_ ~ + r--~ oi 0 '° '° "' -<O '° '° -.:::::, (TYP.) ~ 7-' • --t------~-------j-~-------j---------t----t~-~----t---------t----+, -t,--+------------t-------------+-------------+-------------+--------------+--------------+-------------+ •7-·• ' ' -- ~-69 . ..,.,., '' - 0 + -<~----1,_--------==c-==1---~==----cF-=---=---------_~ __ -__ -_+----------------'l~-6~...,)--f------------t-------------+-------------+-------------+--------------+--------------+-------------+ c5 --<( ,--__,,,--------------e,~,-----mRcn OVJ OLL ..--... 1.()1~ .L ,-::::-<O~ot-------+-------------+--------------+--------------+------------>-------------+-------------+--------------4 I-lO 9 l2 ID LL + 1-:::;::-,:I-0 -"' v, ~ ~ N r-- > LJ -'° -0:: :::c --. z 9 LLI CDOO 0~ 0 ro -~ ~~~1,~----~0~1 -'° '° -t-----------J<0--------t~-------tl"------l-------+-------------+------------+-------------+---------------t--------------t------------l-----------------, (0 .:::... ...__,. ,--i;ci-------jF-,-----j~.:::::,='---------+------+--------+-------,-----+----'j-~'f 7Hnv-+------------+--------------+----------------j------------l------------+-------------+--------------j ,. ,, (0.7%) _ Y,,"1------jl--------1-----~---1----r-,o:,i.7, .Q.6%-J-----±=::-c==-~;_.-~=~------t----------------t---------------t----------------j------------t-------------+----------------t----------------1 ---+==-'(=10.=3%"1::)=----daa--'(_o._6%_.)~=i=-----=::s..~:=-\--_-_•1 __ ~----'---t-------------'1~-e8-+----------+-----------+----------+-----------+-----------+-----------+---------------, :z -~ -::;; I•• \_FS@ S'LY LIP OF cJ z GUITTR (TYP.) z t::'. SCALE: 1----------r,--<1;e--•-------------+------------+------------+-------------+---------------lf--------------+---------------+------------t-------------+-----------l HORIZ: 1''=40' ci5 ::::E VERT: 1"=4' -..::t-r-... + co 0 ,,_ 0 1-- 106+00 X u.J (!) .,. u 1 1 (!) .,. u NOTE TO CONTRACTOR 107+00 108+00 ~ i "' -~ Bi u.J z :J ...J "' C..>-,_- '-' u.J u.J z t:t:: :J "' ~ u.J (f) • t:t:: ~I=! • .,., - c;S ~ X u.J t:t:: "' l,!;! ~ u.J (f) u.J VJ • N • -uo -X X u.J u.J LOCATION AND AREAS OF 10.5" AC BASE AND SUBGRADE REMOVAL TO BE FINALIZED IN FIELD DURING CONSTRUCTION. CONTRACTOR SHALL CONFIRM ALL REMOVAL LIMITS WITH CITY ENGINEER PRIOR TO COMPLETION OF EACH REMOVAL AREA. 2 0 F u ::::, .... "' r-->-+ r~ O<( z >-u.J (f) 17 ''i' 1 '-' C..>u.J a_ (!) 0 x "' u.J a, TAIT Since 1964 R'ic 0 c,-_c-" - 701 N. Parkcenter Drive Santa Ana. CA 92705 -- p: 714/560/8200 f: 714/560/8211 www.tait.com Los Angeles Sacramento San Francisco Dallas Ontario Son Diego Boise Denver 10/06/20 DAVID SLOAN, RCE 82595 DATE 40 60 ( IN FEET ) 1 INCH • 40 FEET ~o I REVIEWED: PATRICIA S:--KARA-TPE ASSOCIATE CIVIL ENGINEER 1--/\_\1--_'_J ------t-·"_':-_c_'-_· L_I_''-----------------------+-----; DATE _______ _ NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF "' ·c: L 0 E ·~ E 0 uo U'J .. - 0 N " 0 r<) " - "' ;, 'O w I u m I 0.. t:t:: I .... 0 .... 0 w :::, / "' "' C 'j, 0 L Cl C 0 ~ u ::, L ~ "' C 0 u / (!) z w / ..c u 0 " m ~ L 0 C. ;, " z .... 0 .... 0 w :::. / w :::, / "' "' C 'j, 0 L Cl / "" 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 17 TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 6 Venture, Suite 225, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com FORD ROAD SIGNING & STRIPING FROM STA. 10+00 TO 34+40 SIGNING Lt' STRIPING GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITI-I lHE PROJECT SPECIAL PROVISIONS, lHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2018 EDmON AND ALL SUPPLEMENTS, lHE CAI.TRANS STANDARD PLANS, DATED 2015, lHE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 4), DATED JANUARY 2014, lHESE PLANS, AND lHE CnY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. lHE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY lHE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 6. lHE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY lHE CnY. 7. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. lHE DIAGONAL SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 8. UNLESS OlHERWISE NOTED, INDUCTIVE LOOPS SHALL BE INSTALLED PER CnY STANDARD DRAWING NOS. 923-L-A AND 923-L-B AND CENTERED IN lHE TRAVEL PORTION OF lHE 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 POSmONING LOOPS. SIGNING AND STRIPING CONSTRUCTION NOTES: @Bl INSTALL HIGH VISIBIIJlY DIAGONAL CROSS HATCH FOR CROSSWALK. ([I '--.,;' EXISTING SIGN TO REMAIN. ~ INSTALL SIGN AND POST. ~ INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARDS. I@] REMOVE AND SALVAGE UNUSED SIGN BRACKETS, ~ REMOVE AND SALVAGE EXISTING SIGN. Iii REMOVE AND SALVAGE EXISTING SIGN AND POST. (9) INSTALL THERMOPLASTIC 6" WHITE LANE LINE SKIP STRIPE PER CALTRANS STD. PLAN A20A -DETAIL 9. @ INSTALL THERMOPLASTIC 4" WHITE LANE LINE SKIP STRIPE PER CALTRANS STD. PLAN A20A -DETAIL 12. @ INSTALL THERMOPLASTIC 4" DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD. PLAN A20A -DETAIL 22 @ INSTALL THERMOPLASTIC 4" WHITE RIGHT EDGE LINE STRIPE PER CALTRANS STD. PLAN A20B -DETAIL 27B. @ INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW MEDIAN STRIPE PER CALlRANS STD. PLAN A20B -DETAIL 29. @ INSTALL THERMOPLASTIC 8" WHITE LANE DROP STRIPE PER CALTRANS STD. PLAN A20C -DETAIL 37B. @ INSTALL THERMOPLASTIC 8" WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD. PLAN A20D -DETAIL 38, 3. MATERIALS SHALL COMPLY WITI-I SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF lHE SPECIAL PROVISIONS. 9. R81 (CA) SIGNS TO BE 12"x8". ~ INSTALL THERMOPLASTIC 12' SOLID LIMIT LINE OR CROSSWALK PER CA-MUTCD STANDARDS. (W = WHITE, Y = YELLOW) ~ INSTALL THERMOPLASTIC 8" WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD. PLAN A20D -DETAIL 38A. 4. UNLESS OlHERWISE NOTED, FINAL STRIPING SHALL REFLECTORIZED lHERMOPIASTIC AND APPLIED PER lHE SPECIAL PROVISIONS. 10. INSTALL BWE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CnY STANDARD PLAN STD-902-L ~ REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING PROCESS. 11. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER lHE 2010 CALTRANS STANDARD PLANS. @ INSTALL THERMOPLASTIC 6' CHEVRON STRIPE 45' SPACED AT 40' 0/C. 5. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER lHE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITI-I NEW BRACKETS AND STAINLESS STEEL HARDWARE. SEE CnY STANDARD DRAWING NO. 924-L. SIGN LEGEND: ~ [ooo] D BIKE ROUTE OM2-1H BIKE DQ PERIITIED OI lllS Sll:£W.IJ.JC D11-1(MOD) 0 0 0 OM2-1V ,-, R3-7(R)l E, _, R9-3 ,-, (ON TRAFFIC SIGNAL POLE) l_!:,, R2-1(35)(E R30(S)(CA) ,_,, R81(CA)(E _, OM2-2H OM2-2V I; STOP R1-1 . ' • TYPE TYPE'VII ' R1-2 tlj SPEED RIGHT LANE LIMIT MUST 50 l\.RN RIGlT R3-4 R2-1(50) R3-7(R) ,-',R9-3 ,_!:,1(0N TRAFFIC SIGNAL POLE) ~f- ARROW o· 11-1 81(CA) R3-7(R) RS (ON TRAFFIC SIGNAL POLE) PM TYPE IV(R) R2-1(50l R28(CA RS OCTA BUS STOP SIGN , E ) R26(CA)(MO~ [@ R81 (CA (ON STREET LIGHT PO - @) INSTALL THERMOPLASTIC 8" CHEVRON STRIPE. ® INSTALL THERMOPLASTIC 4 • SOLID WHITE LANE LINE STRIPE. NOTE: REMOVE ALL CONFLICTING STRIPING AND/OR PAVEMENT MARKINGS ~ ~ BEGIN RIQfT~ y llBD R5-1 R3-18 R4-4 R4-7 R5-1 l1oor. RS- I® SIGNALIZED INTERSECTION I Ai >I m NO loo NO 1(R) llJRN SHPPING ON RED ENffiE 0 -BLOCK R9-3 t wct1l R10-11 ON RED R26A(CA)(MOD) CALTRANS CONSTRUCTION NOTES: ~ ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS ~ ~ ~ ~ INSTALL PULL BOX IN EXISTING CONDUIT RUN INSTALL CONDUIT INTO EXISTING PULL BOX EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME lHE PROPERTY OF lHE CONTRACTOR SPLICE NEW TO EXISTING CONDUCTORS ~f- ROW D11-1(MOD) ,-, R4-4 , E 1W74(CA)(L) 1(L) E IV(R) ~ R28(CA) (ON STREET LIGHT POLE) - 1 OO' OPENING - EX. S/W EX. C/G - --- TYPE I SC EX. DLC "' "" - ''"" 1-3 6-1 (R) ffi ----- R1 LEGEND: EXISTING DETECTOR LOOP CABLE -·-PROPOSED DETECTOR LOOP CABLE " EXISTING PULL BOX " PROPOSED PULL BOX CA 3A( ) R28(CA) (ON STREET LIGHT POLE) - "'· "' -o. (TYP.) "'· - <.11. - (2)011-1 (MOD) (ON STREET LIGHT POLE) E Vll(L) EX. C/G EX. s/w SFA ISLAND DRIVE R "DRIVEWAY USE CAUTION" SIGN l E / ••• i}fil R2-1 (50) R26(CA)(MOD) - - ~ R81(CA) IBEGIND R81A(CA) IEND! R81B(CA) - 'it BICYCLES OBSERVE SIGNAL SIGN "A' - I I I I 'DRIVEWAY USE CAUTION" SIGN ffi & INSTALL 2"C W/ NEW DLC TO CONTROLilR CABINET ±260' I; IS (2)D11-1(MOD) (ON STREET LIGHT POLE) E'i R26(S)(CA) ,_,, (ON STREET LIGHT POLE) R28(CA) ~ D11-1(MOD), E (ON STREET LIGHT POLE) ,_,1 --- OCTA BUS STOP SIGN R2-1(50i ,-, R81(CA I E, R26(CA)(MOD) ~ R28(CA)~ (ON STREET LIGHT POLE) ----- ---RS R28(CA) INSTALL 2'C W / NEW DLC TO CONTROL.L.ffi CABINET INSTALL #5 PULL BOX -,..., --- ~ ARRO -- "BIKE' 'LANE" 205' ARROW 21+00 -"'· -"'· --OD ---- 100' 501/THERN HILJ.S DRIVE REVIEWED: '-../ 0 - ® M2-1H 7 & 3 -l(R) & C4NYON ISLAND DRIVE 160' 38 'BIKE' 'LANE" ARROW • ,-, E )R81(CA) R NEIGHBORHOOD WATCij l E , (ON STREET LIGHT POLE) ~, "' ZiS: --"'· ----- - ,-, ,!) OCTA BUS STOP SIGN fiisi SIGN "A" l]fil SIGN "A" (ON TRAFFIC SIGNAL POLE) ® INSTALL THERMOPLASTIC 6" WHITE BIKE LANE STRIPE PER CALTRANS STD. PLAN A20D -DETAIL 39. @ INSTALL THERMOPLASTIC 6" WHITE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD, PLAN A20D -DETAIL 39A. @) INSTALL THERMOPLASTIC 6" WHITE EXTENSION LANE LINE PER CALlRANS STD. PLAN A20D -DETAIL 40. 0 EXISTING LOOP DETECTOR TO PROTECTED IN PLACE Q PROPOSED TYPE E LOOP DETECTOR TO BE INSTALLED PER CITY OF NEWPORT BEACH STANDARD DRAWINGS 923-L -A AND 923-L -B 0 PROPOSED MODIFIED TYPE E LOOP DETECTOR TO BE INSTALLED PER CITY OF NEWPORT BEACH STANDARD DRAWINGS 923-L -A AND 923-L -B ~ PROPOSED TYPE D BICYCLE DETECTOR TO BE INSTALLED PER CITY OF NEWPORT BEACH STANDARD DRAWINGS 923-L-A AND 923-L-B , y y y y '\ I ' I ' I '\. -OM1-3 . . . ' ' 0 ' 0 • 1 0 ffi W3-3 (2)D11-1 (MOD) (ON STREET LIGHT POLE) R28(CA) (ON STREET LIGHT POLE) TYPE IV(L) INSTALL #5 PULL BOX .. ----~ -,..., ::::::=------- -- EX. C/G EX. s/w fORD ROAD APPROVAL RECOMMENDED: 0 1200 FT AHEAD 15-' 2· W34A(CA) 0 W12-2 (ON GHT POLE) THRU TRAFFIC MERGE LEFT W3:-l N STREET LIGHT POLE) R4-7 OM1-ffi ~~ 01•i636-RIDE OCTA BUS STOP SIGN BONITA CANYON DRIVE AND FORD ROAD REHABILITATION THOMAS J WHEAT, RCE 69467 !----+-----+-----------------------+----; ANTONY BRINE, PE CITY TRAFFIC ENGINEER SCALE: 1" = 40' I I I I 20 0 2040 60 t-D:-E-::-Sl,--GN=E=-D:_K_MtcD:-R-:::A::-WN-: __ K_M_/J\_1 -+-l _0/_1/_2_0--1_A_S-_B_U_IL_TS ___________________ -+-----1 DATE------- CHECKED: DAb1i 28 2019 NO. DATE DESCRIPTION OF REVISIONS APPROVED SHEET OF Plot Date: 11/30/2020 12: 2B: 17 PM User: Jm orris File Name: K: \Drawings\ME\ME0404 -Newport Beach\ENG\Construction Drawings\Striping Plans -TJW\Bonita Canyon Drive SS CAD 20200928.dwg Last Update: 10/27/2020 11: 3B: 46 AM 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BONITA CANYON DRIVE & FORD ROAD 18 TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 6 Venture, Suite 225, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com SIGNING & STRIPING FROM STA. 34+40 TO 61+20 SIGNING d-STRIPING GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 201 B EDmON AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2015, THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (CA MUTCD, REV. 4), DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR lRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TIRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 6. THE CONlRACTOR SHALL REMOVE ALL CONFLICTING lRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY THE CITY. 7. BUFFERED BIKE LANES SHAU. INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 8. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHAU. BE INSTALLED PER CITY STANDARD DRAWING NOS. 923-L-A AND 923-L-B 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 POSmONING LOOPS. SIGNING AND STRIPING CONSTRUCT/ON NOTES: ~ INSTAll HIGH VISIBILIIY DIAGONAL CROSS HATCH FOR CROSSWALK. ----,.-, lE} EXISTING SIGN TO REMAIN. -~ 00 INSTAll SIGN AND POST. ~ INSTAll THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARDS. Iii REMOVE AND SALVAGE UNUSED SIGN BRACKETS. ~ REMOVE AND SALVAGE EXISTING SIGN. Iii REMOVE AND SALVAGE EXISTING SIGN AND POST. 3. MATERIALS SHALL COMPLY WITH SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 9. RB1 (CA) SIGNS TO BE 12"x8". ~ INSTAll THERMOPLASTIC 12" SOLID LIMIT LINE OR CROSSWALK PER CA-MUTCD STANDARDS. (W = WHITE, Y = YELLOW) 4. UNLESS OTHERWISE NOTED, FINAL STRIPING SHAU. REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 10. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYORANT PER CITY STANDARD PLAN STD-902-L ~ REMOVE CONFLICTING SlRIPING OR MARKINGS BY WET SANDBLASTING PROCESS. 11. PAVEMENT MARKERS AND lRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. ~ INSTAll THERMOPLASTIC 6" CHEVRON SlRIPE 45' SPACED AT 40' o/c. 5. INSTALLATION OF lRAFFIC SIGNS SHAU. BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. SEE CITY STANDARD DRAWING NO. 924-L SIGN LEGEND: ~ 10001 D STOP BIKE ROUTE IIKEIOl;PElllfflEDlll'Hi~ D11-1(MOD) OM2-1H 0 0 0 OM2-1V OM2-2H R1-1 OM2-2V ~ ;-, R2-1(50)~ R28(CAl ~ (ON STREET LIGHT POLE R1-2 SPEED LIMIT 50 RJ-4 RIGHT LANE MUST TURN RIGff BEGIN RJ-18 :~ R2-1(50) R3-7(R) R4-4 R4-7 - CALTRANS CONSTRUCT/ON NOTES: ~ ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS INSTALL PULL BOX IN EXISTING CONDUIT RUN INSTALL CONDUIT INTO EXISTING PULL BOX ~ ~ ~ EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONlRACTOR ~ SPLICE NEW TO EXISTING CONDUCTORS ;-, E 1W3-3 ~ R28(CA) (ON SlREET LIGHT POLE) --~ -----------= -... ., --- - EX. C/G RS-1 IWRONGl ~ R5-1 @ INSTAll THERWOPLASTIC a• CHEVRON SlRIPE. ~ INSTALL THERMOPLASTIC 4" SOLID WHITE LANE LINE SlRIPE. NOTE: REMOVE All CONFLICTING SlRIPING AND/OR PAVEMENT MARKINGS I® SIGNALIZED INTERSECTION I I I OOE w R6- AY >I ~ lle~JI NO 00 NO TURN STOPPING 1(R) ON RED ENTIRE 0 -RB1(CA) ll.OCK R9-3 I< ON E WAYII R10-11 ON RED R26A(CA)(MOD) IBEGINI R6-1(L) R13A{CA) LEGEND: EXISTING DffiCTOR LOOP CABLE ~ EXISTING TRAFFIC SIGNAL CABINET ---PROPOSED DffiCTOR LOOP CABLE EXISTING DETECTOR LOOP CABLE " EXISTING PULL BOX .. PROPOSED PULL BOX FORD ROAD (2)D11-1(MODl IS (ON SlREET LIGHT POLE ---PROPOSED DffiCTOR LOOP CABLE " EXISTING PULL BOX .. PROPOSED PULL BOX ;-, RS D11-1(MOD) S.N.S.l E, R28(CA) R28(CA) iRSI (ON SlREET LIGHT POLE) R26(CA)(MODl [fil (ON SlREET LIGHT POLE ~~=PM ARROW """' --- s£J..COUR1' oRJV£ -- OM1-3 ffi -- RB1A{CA) !END! RBlB(CA) 1 R2-1(50l; (2)D11-1(MOD l R28(CA {ON STREET LIGHT PO --- EX. S/W ------BA y HJU DRJV£ RBl(CA) R26(CA)(MOD) IS R28(CA) RS {ON SlREET LIGHT POLE) 50''(39A)--, TYPE Vl{L) PM -75' Ol'l[N=\NG=:....ii1 ~i::~~dt::1 \ \ \ I -2 IKE" LANE" f,RROW . o· - ' , . . \ \ \ D -. --. --. -. --- '11 BICYCLES OBSERVE SIGNAL SIGN "A' - R4-7 ~==-::;:::.,.__TYPE-~(GA) .. _ -------~ • . 51+00 -, • II) :::--<q. • • I • • • I \.__ 0 INSTALL THERMOPLASTIC 6" WHITE LANE LINE SKIP SlRIPE PER CALTRANS STD. PLAN Kl.QA -DETAIL 9. @ INSTALL THERMOPLASTIC 4• WHllE LANE LINE SKIP SlRIPE PER CALTRANS STD. PLAN Kl.QA -DETAIL 12. @ INSTALL THERMOPLASTIC 4" DOUBLE YELLOW CENTERLINE SlRIPE PER CALTRANS STD. PLAN Kl.QA -DETAIL 22 @ INSTALL THERMOPLASTIC 4• WHITE RIGHT EDGE LINE SlRIPE PER CALTRANS STD. PLAN Kl.OB -DETAIL 278. @ INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW MEDIAN SlRIPE PER CALTRANS STD. PLAN Kl.OB -DETAIL 29. @ INSTALL THERMOPLASTIC a• WHllE LANE DROP SlRIPE PER CALTRANS STD. PLAN Kl.QC -DETAIL 378. @ INSTALL THERMOPLASTIC 8" WHllE CHANNELIZING LANE LINE SlRIPE PER CALTRANS STD. PLAN Kl.OD -DETAIL 38. @ INSTALL THERMOPLASTIC a• WHllE CHANNELIZING LANE LINE SlRIPE PER CALTRANS STD. PLAN Kl.OD -DETAIL 3BA. ® INSTALL THERMOPLASTIC 6" WHllE BIKE LANE SlRIPE PER CALTRANS STD. PLAN Kl.OD -DETAIL 39. @ INSTALL THERMOPLASTIC 6" WHllE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD. PLAN Kl.OD -DETAIL 39A. @ INSTALL THERMOPLASTIC 6" WHllE EXlENSION LANE LINE PER CALTRANS STD. PLAN Kl.OD -DETAIL 40. 0 EXISTING LOOP DETECTOR TO PROTECTED IN PLACE 0 PROPOSED TYPE E LOOP DETECTOR TO BE INSTALLED PER CITY OF NEWPORT BEACH STANDARD DRAWINGS 923-L-A AND 923-L-B 0 PROPOSED MODIFIED TYPE E LOOP DffiCTOR TO BE INSTALLED PER CITY OF NEWPORT BEACH STANDARD DRAWINGS 923-L -A AND 923-L -8 ~ PROPOSED TYPE D BICYCLE DffiCTOR TO BE INSTALLED PER CITY OF NEWPORT BEACH STANDARD DRAWINGS 923-L -A AND 923-L -8 ' A ' 0 . 0 0 OM1-3 .J ... ~ , WJ-3 ;-, OCTA BUS STOP SIGN l E , EX. S/W _, EX. C/G .., -. -"' -- 0 15-' 2· TYPE IV(L) 0 W12-2 "BIKE" "LANE" ARROW - 1200 FT AHEAD W34A(CA) L...{311A)100' RS R28(CA) IS R26A(CA)(MOD) R81{CA) R81B(CA) (ON STREET LIGHT POLE) 81(CA) CA) ~1- THRU TRAFFIC MERGE LEFT W74{CA)(L) 75' OPENING -~~--tt--R'IW-- ~~ cmi636-RIDE OCTA BUS STOP SIGN GE DECK (TYP. '° EX. S/W 0, - 57+00 -;.., $ ----"' - SCALE: 1· ! ! ! 20 0 20 TYPE IV( TYPE R13A{CA) Rl0-11 RS (ON TRAFlFlC SIGNAi. POLE) FORD ROAD R~!~l: = 40' ! 40 ! 60 R4-7 1 E} (ON TRAFlFlC SIGNAi. POLE),_, \ I \ II \ \ \ \ MACARTHUR BOULEVARD 3A CA 10-11 45' SPACE):) AT 40' 0/C (TYP.) R6-1(R) {ON TRAFlFlC SIGNAL POLE) W11-2 ~'W16-7P AL POLE) -----~_,.._.,,.__"'---'___,~ ------- 50' PM TYPE Vl(L) IS R81 (CA) R26A(CA)(MOD) (ON SlREET LIGHT POLE) BONITA CANYON DRIVE REVIEWED: THOMAS J WHEAT, RCE 69467 - PM TYPE Vl(L) --E •OCTA STOP ,_,, R2-1 (50) (ON SlREET LIGHT POLE) - -l(R) E-N(CA) Ml-3 -,... - -R/#------- ;-E1G7-1CCA) ,_j•wacArthur Blvd" - DO APPROVAL RECOMMENDED: ANTONY BRINE, PE CITY TRAFFIC ENGINEER DESIGNED: DRAWN: & KM KM CHECKED: DATE: t-:,-,-::-:,-:::,:----t-,:-,-::::----1---+--1_0/_1/_2_0---/_A_s-_s_u_1L_Ts ___________________ --+----, DATE------- 06 28 2019 NO. DATE DESCRIPllON OF REVISIONS APPROVED ..... I "' iJi - - ..... I -. g -"' --"' .,;; --~ ;z "' ;.., I - BONITA CANYON DRIVE AND FORD ROAD REHABILITATION SHEET OF Plot Date: 11/30/2020 12: 28: 34 PM User: Jmorris File Name: K: \Drawings\ME\ME0404 -Newport Beach\ENG\Construction Drawings\Striping Plans -TJW\Bonita Canyon Drive SS CAD 20200928.dwg Last Update: 10/27/2020 11: 38: 46 AM 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 19 TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 6 Venture, Suite 225, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com BONITA CANYON DRIVE SIGNING & STRIPING FROM STA. 61+20 TO 85+55 SIGNING d-STRIPING GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 201 B EDmON AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2015, THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (CA MUTCD, REV. 4), DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR lRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TIRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. MATERIALS SHALL COMPLY WITH SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 4. UNLESS OTHERWISE NOTED, FINAL STRIPING SHAU. REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 5. INSTALLATION OF lRAFFIC SIGNS SHAU. BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. SEE CITY STANDARD DRAWING NO. 924-L SIGN LEGEND: ~ 10001 D BIKE ROUTE IIKEIOl;PElllfflEDlll'Hi~ D11-1(MOD) --- OM2-1H 0 0 0 OM2-1V ------ OM2-2H OM2-2V STOP R1-1 R1-2 - SPEED LIMIT 50 R2-1(50) -- RJ-4 6. THE CONlRACTOR SHALL REMOVE ALL CONFLICTING lRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY THE CITY. 7. BUFFERED BIKE LANES SHAU. INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 8. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHAU. BE INSTALLED PER CITY STANDARD DRAWING NOS. 923-L-A AND 923-L-B 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 POSmONING LOOPS. 9. RB1 (CA) SIGNS TO BE 12"x8". 10. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYORANT PER CITY STANDARD PLAN STD-902-L 11. PAVEMENT MARKERS AND lRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. BEGIN SIGNING AND STRIPING CONSTRUCT/ON NOTES: ~ INSTAll HIGH VISIBILIIY DIAGONAL CROSS HATCH FOR CROSSWALK. ----,.-, lE} EXISTING SIGN TO REMAIN. -~ 00 INSTAll SIGN AND POST. ~ INSTAll THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARDS. Iii REMOVE AND SALVAGE UNUSED SIGN BRACKETS. ~ REMOVE AND SALVAGE EXISTING SIGN. Iii REMOVE AND SALVAGE EXISTING SIGN AND POST. ~ INSTAll THERMOPLASTIC 12" SOLID LIMIT LINE OR CROSSWALK PER CA-MUTCD STANDARDS. (W = WHITE, Y = YELLOW) ~ REMOVE CONFLICTING SlRIPING OR MARKINGS BY WET SANDBLASTING PROCESS. ~ INSTAll THERMOPLASTIC 6" CHEVRON SlRIPE 45' SPACED AT 40' o/c. @ INSTAll THERMOPLASTIC a• CHEVRON SlRIPE. ~ INSTALL THERMOPLASTIC 4" SOLID WHITE LANE LINE SlRIPE. NOTE: REMOVE All CONFLICTING SlRIPING AND/OR PAVEMENT MARKINGS I® SIGNALIZED INTERSECTION I RIGHT LANE MUST TURN RIGff :~ IWRONGl ~ I I OOE w AY >I ~ NO TURN 00 NO lle~JI '11 STOPPING BICYCLES R3-7(R) RJ-18 R4-4 R4-7 RS-1 R5-1 R6- I< ON 1(R) ON RED ENTIRE OBSERVE 0 -RB1{CA) SIGNAL E WAYII ll.OCK R9-3 ON RED IBEGINI R10-11 R26A(CA)(MOD) SIGN "A' R6-1(L) R1 CA 3A( ) RB1A{CA) !END! RBlB(CA) 0 INSTALL THERMOPLASTIC 6" WHITE LANE LINE SKIP SlRIPE PER CALTRANS STD. PLAN Kl.OA -DETAIL 9. @ INSTALL THERMOPLASTIC 4• WHllE LANE LINE SKIP SlRIPE PER CALTRANS STD. PLAN Kl.OA -DETAIL 12. @ INSTALL THERMOPLASTIC 4" DOUBLE YELLOW CENTERLINE SlRIPE PER CALTRANS STD. PLAN Kl.OA -DETAIL 22 @ INSTALL THERMOPLASTIC 4• WHITE RIGHT EDGE LINE SlRIPE PER CALTRANS STD. PLAN Kl.OB -DETAIL 278. @ INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW MEDIAN SlRIPE PER CALTRANS STD. PLAN Kl.OB -DETAIL 29. @ INSTALL THERMOPLASTIC a• WHllE LANE DROP SlRIPE PER CALTRANS STD. PLAN Kl.QC -DETAIL 378. @ INSTALL THERMOPLASTIC 8" WHllE CHANNELIZING LANE LINE SlRIPE PER CALTRANS STD. PLAN Kl.OD -DETAIL 38. @ INSTALL THERMOPLASTIC a• WHllE CHANNELIZING LANE LINE SlRIPE PER CALTRANS STD. PLAN Kl.OD -DETAIL 38A. ® INSTALL THERMOPLASTIC 6" WHllE BIKE LANE SlRIPE PER CALTRANS STD. PLAN Kl.OD -DETAIL 39. @ INSTALL THERMOPLASTIC 6" WHllE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD. PLAN Kl.OD -DETAIL 39A. @ INSTALL THERMOPLASTIC 6" WHllE EXlENSION LANE LINE PER CALTRANS STD. PLAN Kl.OD -DETAIL 40. 0 EXISTING LOOP DETECTOR TO PROTECTED IN PLACE Q PROPOSED TYPE E LOOP DETECTOR TO BE INSTALLED PER CllY OF NEWPORT BEACH STANDARD DRAWINGS 923-L-A AND 923-L-B 0 PROPOSED MODIAED lYPE E LOOP DETECTOR TO BE INSTALLED PER CllY OF NEWPORT BEACH STANDARD DRAWINGS 923-L -A AND 923-L -B ~ PROPOSED TYPE D BICYCLE DETECTOR TO BE INSTALLED PER CllY OF NEWPORT BEACH STANDARD DRAWINGS 923-L -A AND 923-L -8 ' . . • ' ' A 0 1200 FT ~~ • ' 0 THRU • AHEAD • 0 15-' 2· TRAFFIC • W34A(CA) • MERGE cmi636-RIDE • 0 • OM1-3 LEFT OCTA BUS '-. . . STOP SIGN 0 WJ-3 W12-2 W74{CA)(L) ;-, OCTA BUS STOP SIGN~~' R2-1(50) (ON SlREET LIGHT POLE) - .,... - ------ - - ''"" --+-- --------- ..... "'· -------------------- ...., 87+00 -t- TYPE IV{L) PM ----------------- t:: ;,, ~ -- """ ..... -:..-;,,~ ::I! § -t--cc - K b L,J L,J (/) ----ijj -z --- SCALE: 1· = 40' ! ! ! ! ! 20 0 20 40 60 - ·~-\'--EX. C/G -ftjW--- - EX. S/W CALTRANS CONSTRUCT/ON NOTES: ~ ABANDON. IF AIPPLIED TO CONDUIT, REMOVE CONDUCTORS ~ ~ ~ ~ INSTALL PULL BOX IN EXISTING CONDUIT RUN INSTALL CONDUIT INTO EXISTING PULL BOX EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTIRACTOR SPLICE NEW TO EXISTING CONDUCTORS BONITA CANYON DRIVE LEGEND: EXISTING DETECTOR LOOP CABLE -·-PROPOSED DETECTOR LOOP CABLE " EXISTING PULL BOX • PROPOSED PULL BOX BONITA CANYON DRIVE - -------- "' "' -.-4::, ,., "' - RP R28(CA) -. -;;:,,-.... RBl(CA) PM ,BIKt. -f3-s-_ LANE --- -_ IS RBl (CA) ARROW ( )(- (ON TRAFFIC SIGNAL POLE) R2-l 50 ~ R26(CA)(MOD)@ (ON SlREET LIGHT POLE) - ,..., ----- -------------------------------------- -- ,..., - -- _ __ -fJ;j-W--- EX. C/G EX. s/w - -- ---- 150'139Al-' INSTALL #5 PULL BOX BC SC SPLICE 'INTO EX. DLC - - - -- -- "BIKE" •LANE• ARROW TYPE IV(R R3-7(R) RS R3-7(R) IS {ON SlREET LIGHT POLE) 45' SfAClD CB AT400C. (TY .) "BATTERSEA" S.N.S. PER CllY OF NEWPORT BEACH STANDARD PLAN R1-1 IS Rl-1 RS -~ ARRO --- ==--- --- "' ;,, <O ::J -:i::: "' (.) ,... i - □ ---------- 250' 100'!39Ah ~ ~ CALTRANS PERMIT NO.: XXXXXXX "BIK "IAN REVIEWED: APPROVAL RECOMMENDED: BONITA CANYON DRIVE AND FORD ROAD REHABILITATION Plot Date: THOMAS J WHEAT, RCE 69467 ANTONY BRINE, PE CITY TRAFFIC ENGINEER DESIGNED: DRAWN: & KM KM CHECKED: DATE: t-:,-,-::-:,-:::,:----t-,:-,-::::----1---+--1_0/_1/_2_0--/_A_s-_s_u_1L_Ts ___________________ -+----, DATE------- 06 28 2019 NO. DATE DESCRIPllON OF REVISIONS APPROVED 11/30/2020 12: 31: 55 PM User: Jmorris File Name: K: \Drawings\ME\ME0404 -Newport Beach\ENG\Construction Drawings\Striping Plans -TJW\Bonita Canyon Drive SS CAD 20200928.dwg SHEET OF Last Update: 10/27/2020 11: 38: 46 AM 20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 20 TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 6 Venture, Suite 225, Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com BONITA CANYON DRIVE SIGNING & STRIPING FROM STA. 85+55 TO 108+74 SIGNING d-STRIPING GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 201 B EDmON AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2015, THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (CA MUTCD, REV. 4), DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR lRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TIRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. MATERIALS SHALL COMPLY WITH SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 4. UNLESS OTHERWISE NOTED, FINAL STRIPING SHAU. REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 5. INSTALLATION OF lRAFFIC SIGNS SHAU. BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. SEE CITY STANDARD DRAWING NO. 924-L SIGN LEGEND: 6. THE CONlRACTOR SHALL REMOVE ALL CONFLICTING lRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY THE CITY. 7. BUFFERED BIKE LANES SHAU. INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 8. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHAU. BE INSTALLED PER CITY STANDARD DRAWING NOS. 923-L-A AND 923-L-B 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 POSmONING LOOPS. 9. RB1 (CA) SIGNS TO BE 12"x8". 10. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYORANT PER CITY STANDARD PLAN STD-902-L 11. PAVEMENT MARKERS AND lRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. BEGIN SIGNING AND STRIPING CONSTRUCT/ON NOTES: ~ INSTAll HIGH VISIBILIIY DIAGONAL CROSS HATCH FOR CROSSWALK. ----,.-, lE} EXISTING SIGN TO REMAIN. -~ 00 INSTAll SIGN AND POST. ~ INSTAll THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CALTRANS STANDARDS. Iii REMOVE AND SALVAGE UNUSED SIGN BRACKETS. ~ REMOVE AND SALVAGE EXISTING SIGN. Iii REMOVE AND SALVAGE EXISTING SIGN AND POST. ~ INSTAll THERMOPLASTIC 12" SOLID LIMIT LINE OR CROSSWALK PER CA-MUTCD STANDARDS. (W = WHITE, Y = YELLOW) ~ REMOVE CONFLICTING SlRIPING OR MARKINGS BY WET SANDBLASTING PROCESS. ~ INSTAll THERMOPLASTIC 6" CHEVRON SlRIPE 45' SPACED AT 40' o/c. @ INSTAll THERMOPLASTIC a• CHEVRON SlRIPE. ~ INSTALL THERMOPLASTIC 4" SOLID WHITE LANE LINE SlRIPE. NOTE: REMOVE All CONFLICTING SlRIPING AND/OR PAVEMENT MARKINGS I® SIGNALIZED INTERSECTION I / 0 INSTALL THERMOPLASTIC 6" WHITE LANE LINE SKIP SlRIPE PER CALTRANS STD. PLAN A20A -DETAIL 9. @ INSTALL THERMOPLASTIC 4• WHllE LANE LINE SKIP SlRIPE PER CALTRANS STD. PLAN A20A -DETAIL 12. @ INSTALL THERMOPLASTIC 4" DOUBLE YELLOW CENTERLINE SlRIPE PER CALTRANS STD. PLAN "'1.0A -DETAIL 22 @ INSTALL THERMOPLASTIC 4• WHITE RIGHT EDGE LINE SlRIPE PER CALTRANS STD. PLAN "'1.08 -DETAIL 278. @ INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW MEDIAN SlRIPE PER CALTRANS STD. PLAN "'1.08 -DETAIL 29. @ INSTALL THERMOPLASTIC a• WHllE LANE DROP SlRIPE PER CALTRANS STD. PLAN "'1.0C -DETAIL 378. @ INSTALL THERMOPLASTIC 8" WHllE CHANNELIZING LANE LINE SlRIPE PER CALTRANS STD. PLAN "'1.0D -DETAIL 38. @ INSTALL THERMOPLASTIC a• WHllE CHANNELIZING LANE LINE SlRIPE PER CALTRANS STD. PLAN "'1.0D -DETAIL 38A. ® INSTALL THERMOPLASTIC 6" WHllE BIKE LANE SlRIPE PER CALTRANS STD. PLAN "'1.0D -DETAIL 39. @ INSTALL THERMOPLASTIC 6" WHllE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD. PLAN "'1.0D -DETAIL 39A. @ INSTALL THERMOPLASTIC 6" WHllE EXlENSION LANE LINE PER CALTRANS STD. PLAN "'1.0D -DETAIL 40. () EXISTING LOOP DETECTOR TO PROTECTED IN PLACE Q PROPOSED TYPE E LOOP DETECTOR TO BE INSTALLED PER CITY OF NEWPORT BEACH STANDARD DRAWINGS 923-L-A AND 923-L-B 0 PROPOSED MODIRED TYPE E LOOP DETECTOR TO BE INSTALLED PER CITY OF NEWPORT BEACH STANDARD DRAWINGS 923-L -A AND 923-L -B ~ PROPOSED TYPE D BICYCLE DETECTOR TO BE INSTALLED PER CITY OF NEWPORT BEACH STANDARD DRAWINGS 923-L -A AND 923-L -B . ~ 10001 D BIKE ROUTE OM2-1H OM2-2H STOP SPEED LIMIT 50 RIGHT LANE MUST TURN RIGff :~ IWRONGl ~ I I OOE w AY >I ~ NO TURN ' 00 NO lle~JI '11 ' A 0 ~~ 1200 FT STOPPING BICYCLES > 0 THRU "' - l:;j w :i:: (I) w w (I) IIKEIOl;PElllfflEDlll'Hi~ D11-1(MOD) 1® t I ,-c• CROSSWAI K § Q. -~ It/ (I) BRIDGE DECK EX. DLC SCALE: ! ! 20 0 - 1· ! 20 0 0 0 OM2-1V OM2-2V ,-, R2-1(50)~\ -- ,...,, I - = 40' ! ! 40 60 \ cj -... l- .,-,., I/ - - "' -, ... ., ,_ .., - "' - - ---,.= - R4-4l E, -~ ~~PM ARROW EX. C/G EX. S/W R1-1 R1-2 R2-1(50) RJ-4 R3-7(R) RJ-18 (lYP.)®°--\ ®1 ~ "' --"' - -;:-----< - b ---- "' - - 1,--\ \ \ ' iii --- --co "' -- CALTRANS CONSTRUCT/ON NOTES: ~ ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS INSTALL PULL BOX IN EXISTING CONDUIT RUN INSTALL CONDUIT INTO EXISTING PULL BOX ~ ~ ~ EQUIPMENT OR MATIERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONlRACTOR ~ SPLICE NEW TO EXISTING CONDUCTORS --------- -"' --+I ~ -IOl+OO "' -... -,..., -"' --"' - "' "' - "' 0 120'139AJ-' "BIKE" •LANE" ARROW :j)R3-7(R) W12-2(E' W34A(CA) '-~' 140' 39 (ON STREET LIGHT POLE) 160,(3BA)-1 lYPE IV(R) = "' R4-4 R4-7 RS-1 J n \ \ LEGEND: " .. EXISTING DETECTOR LOOP c:ABLE PROPOSED DETECTOR LOOP CABLE EXISTING PULL BOX PROPOSED PULL BOX R5-1 -. ~ "' R6- I< ON R6- I - - 1(R) ON RED 0 E WAYII R9-3 R10-11 1(L) ,,..,, b --- "' ----- "' ---- "' ;,. - ~ i. R2-1(50) l BONITA cANYON J?x1f VE :20 - 2 ----- 7 t+- ...,_ "' E-N(CA R~7 ....,_ lYPE-N CA) RS --1 9 IS "'-m -,_ 0--- ~ JA(CA) NAL" E" R81(CA) ARROW (ON TRAFRC SIGNAL POLE) CHAMBORD - EX. -U1 ...,_ - -- - -- - u - ,_ - -' }G7 (TYP.) ENTIRE OBSERVE ;; -RB1(CA) SIGNAL 0 15-' 2· ll.OCK ;; . ON RED R26A(CA)(MOD) IBEGINI SIGN "A' 0 OM1-3 0 R1 CA 3A( ) -345'-TO '(")- "'" LIMIT LINE ' TYPE RB1A(CA) !END! RB1B(CA) ..... I "slGNA --=-- 3-7 IKE" E" ROW E IV(R) '\,. ... ... .. .. ~ ..... I----- R9 3 ,-, (ON SlREET LIGHT POLE) lJ,, , W4-2l R81 (CA) I RP -- WJ-3 W12-2 .,.,. -+----------, - ® G28-~CAl (E' G7-1 CA '-~' G28-~CA (-' G66-1 CA G7-1 CA ,J,, G66-1 sR_.13 [QiJ CONlRACTOR TO INSTALL TYPE E LOOP DETECTORS TO REPLACE EXISTING LOOPS AFFECTED BY THE PAVEMENT WORK. THE CONlRACTOR SHALL SPLICE LOOP DETECTOR WIRE WITH EXISTING DETECTOR LOOP CABLE WITHIN THE ADJACENT PULL BOX. CONlRACTOR TO COORDINATE WITH CALTRANS INSPECTOR TO TEST LOOP DETECTORS BEFORE WORK IS COMPLElE. CALTRANS PERMIT NO.: XXXXXXX AHEAD W34A(CA) J_ TRAFFIC MERGE LEFT W74(CA)(L) "' -, , E )W12-2 _, cmi636-RIDE OCTA BUS STOP SIGN EX. C/G EX. S/W ,-)~9 3 ,J~ (ON SlREET LIGHT POLE) ,-, ,J)R6-1(L) REVIEWED: APPROVAL RECOMMENDED: BONITA CANYON DRIVE AND FORD ROAD REHABILITATION Plot Date: THOMAS J WHEAT, RCE 69467 ANTONY BRINE, PE CITY TRAFFIC ENGINEER DESIGNED: DRAWN: & KM KM CHECKED: DATE: t-:,--,-::-:,-:::::---r:-=::----1---+--1_0/_1/_2_0---I_A_s-_s_u_1L_Ts ___________________ --+----, DATE------- 06 28 2019 NO. DATE DESCRIPllON OF REVISIONS APPROVED 11/30/2020 12: 29: 06 PM User: Jmorris File Name: K: \Drawings\ME\ME0404 -Newport Beach\ENG\Construction Drawings\Striping Plans -TJW\Bonita Canyon Drive SS CAD 20200928.dwg SHEET OF Last Update: 10/27/2020 11: 38: 46 AM