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HomeMy WebLinkAboutR_6081_S< ~ "' CITY OF COSTA MESA VICINITY MAP NOT TO SCALE PROJECT LOCATION )-U,L J:l;:?,,. ,}' ,ft 'f /-1/ . ( I ' PUBLIC WORKS DEPARTMENT MACARTHU R BLVD & UNIVERSITY DR PAVEM ENT REH ABIL ITATION PROJECT NO . 18R23 DATE: )-:f<J-/j DATE: GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SH ALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIO N", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, 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 THE FIELD PRIOR TO BEGINN ING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRAC TOR SHALL ADJUST CITY UTILITIES (e.g. WATER '✓AUL TS, 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 OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CON17RACTOR'S EXPENSE. CONSTRUCTION NOTES CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM AS NOTED). 0 COLD MILL 3" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 COLD MILL 3.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 COLD MILL 9" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. 0 CONSTRUCT 2" ARHM OVER 1.0" MIN . AC LEVEL COURSE. 0 CONSTRUCT 2" FIBER REINFORCED ARHM OVER 1.0" MIN. AC LEVEL COURSE. 0 CONSTRUCT 2" ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE. SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) ACORI, P.E., ACTING DEPU1Y PUBLIC WORKS DIRECTOR/CITY ENGINEER 0 CONSTRUCT 2" FIBER REINFORCED ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE. @ CONSTRUCT 2" ARHM OVER 1.5" MIN . AC LEVEL COURSE. AB AGGREGATE BASE -0-POWER POLE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE @ SEWER CLEANOUT AC ASPHALT CONCRETE ® SEWER MANHOLE ARHM ASPHALT RUBBER HOT MIX BC BEGIN CURVE er» STORM DRAIN MANHOLE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE l>OO FIRE HYDRANT BLK BLOCK BLVD BOULDVARD Ill WATER METER CA TV CABLIE TV lllJ STREET LIGHT PULL BOX Cl CAST IRON it CENTERLINE lllil TRAFFIC SIGNAL PULL BOX CNB CITY OF NEWPORT BEACH CL CLASS ~ STREET LIGHT CLR CLEAR C&G CURB AND GUTTER 0 WATER VALVE E EAST /ELECTRIC (-GUY WIRE EC END CURVE ECR END CURB RETURN A SURVEY MONUMENT EG EDGE OF GUTTER EP EDGE OF PAVEMENT I> SIGN EVC END VERTICAL CURVE EXIST EXISTING ell VAULT VENT FLG FLANGE e TREE FE FLANGED END FL FLOW LINE 11:111 IRRIGATION CONTROL VALVE FM FORCE MAIN G GAS llil CABLE TV PULL BOX GV GATE VALVE GB GRADE BREAK -' CORING LOCATION HPG HIGH PRESSURE GAS ~ ELECTRICAL MANHOLE IP&T IRON PIPE AND TAG IRWD IRVINE RANCH WATER DISTRICT [I) ELECTRICAL PULL BOX LT LEFT MAX MAXIMUM ~ (.C.t.C.t.C.t.t. c.j BUILDING MWD MESA WATER DISTRICT MH MANHOLE ----EXISTING CONSTRUCTION MJ MECHANICAL JOINT MIN MINIMUM ----PROPERTY LINE NG NATURAL GROUND NEW CONSTRUCTION N NORTH NTS NOT TO SCALE ---If_---CENTERLINE NO NUMBER OG ORIGINAL GROUND ----S----SEWER LINE PE PLAIN END PROP PROPOSED -----w-----WATER LINE PB PULL BOX ---G---GAS LINE RCP REINFORCED CONCRETE PIPE RET RETAINING --E--ELECTRICAL LINE RT RIGHT R/W RIGHT OF WAY --T--TELEPHONE LINE SCH SCHEDULE S SEWER -CATV-CABLEVISION LINE SCO SEWER CLEANOUT --SP--SPRINKLER SYSTEM SMH SEWER MANHOLE SDMH STORM DRAIN MANHOLE -x-x-x-FENCE SHT SHEET SL STREET LIGHT BLOCKWALL SW SIDEWALK SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE W WEST/WATER W/ WITH IRWD FACILITIES NOTE # FACILITIES QUANTITIES (EACH) @ RECYCLED WATER 6 BOX AND COVER @ SEWER MANHOLE 4 FRAME AND COVER @ DOMESTIC WATER 2 BOX AND COVER EMERGENCY TELEPHONE NUM BE RS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DIVISION (949) 644-3011 ORANGE COUNTY SANITATION DISTRICT (714l 962-2411 TIME WARNER CABLE (714 542-6222 NI GHT (949) 644-3717 N! --"."'~ \ 1, I 9,.•2f,Y... ~ Q\'f:-GO C , i'ii..-,; sP-~ & 1-----\ I Ii~ rtl ~/ BONITA 111 \~ ~ ~ ~ -------------=-L------:::: IB~r EEK PARK 1~~ \ I ~ = ~ !HI~~ \~~\,~ \I ;- ~ YA..'--'v-1 111 ~ I \\ ' 0 S'S =--.r--c 1 -~ ...J /#1 ]\~ ~~ \ ~ ~ 1 ~ ~ I\J~ ~ JI(\'/\' , l , I , I i~-~~~,~ /,~-~~ LOCATION MA P NOT TO SCALE RECORD DRAWINGS These RecDrd Drawlnge haYO been prepared baaed on Information subm itted, In port, by others. While th l• Information ii bel ieved t o be reliable, City of Newport Beach Is not responalble for its accuracy, nor for errors or omissions ~lch may have been incorporated Into these plans as a result. @ SAWCUT EXIST RAMP 4'X3'. FURNISH AND INSTALL NEW 4'X3' TRUNCATED DOME TILE, DARK GRAY IN COLOR, PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10. @ @ @ @ @ @ @ REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. ADJUST TELEPHONE MANHOLE FRAME AND COVER TO GRADE BY OTHERS. REMOVE EXISTING AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE. ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS. ADJUST TRAFFIC RATED TELEPHONE BOX AND COVER TO GRADE BY OTHERS. PROTECT EXISTING ELECTRIC VAULT MANHOLE FRAME AND COVER IN PLACE. CONTRACTOR SHALL ADJUST THE ADJACENT NEW AC PAVEMENT SURFACE TO BE FLUSH WITH ELECTRIC VAULT MANHOLE FRAME AND COVER. ADJUST CITY SDMH FRAME AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD DWG W-22. ADJUST IRWD SMH FRAME AND COVER TO GRADE PER IRWD DWG S-1. REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-160-L. REMOVE AND REPLACE WITH NEW SURVEY MONUMENT BOX AND COVER TO GRADE. REMOVE AND REPLACE 6" CF (OR VARIABLE) MEDIAN CURB (NOSE) (TYPE 8) PER CNB DWG. NO. STD-182-l. NEW MEDIAN CURB CONSTRUCTION SHALL INCLUDE THE RECONSTRUCTION OF ADJACENT MEDIAN SIDEWALK FOR THE MEDIAN NOSE. REMOVE AND REPLACE 6" THICK PCC COMMERCIAL DRIVEWAY APPROACH TYPE I OVER 4" THICK CAB PER CNB DWG . STD-160-L-A. NEW PCC DRIVEWAY SHALL INCLUDE THE RECONSTRUCTION OF THE ADJACENT SIDEWALK. • REMOVE AND REPLACE s• THICK PCC BUS PAD OVER 6" THICK CMB PER SPPWC STD. PLAN 131-2. REMOVE AND REPLACE B" CF PCC CURB AND GUTTER (TYPE A-24" GUTTER WIDTH) PER CNB DWG. NO. STD-182-l. ADJUST MWD WATER MH FRAME AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW IRWD WATER VALVE BOX AND COVER TO GRADE PER IRWD DWG W-22. ADJUST TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. REMOVE AND RESET THE SPIKE AND WASHER SURVEY MONUMENT. E 0 s,- 0 -0 "' ,. -0 ...., 1---------------.;::;.;:....:..:===-.:......:..:...:..::::;..:::.:....:...... _____________ --I " " JC SHEET NO, 1 2 3 - 5 6 - 9 DESCRIPTION TITLE SHEET TYPICAL SECTIONS UNIVERSITY DRIVE IMPROVEMENTS MACARTHUR BLVD IMPROVEMENTS SHEET NO. 10 11 -12 13 -15 DESCRIPTION DETAILS SIGNING AND STRIPING - SIGNING AND STRIPING - (/J UNIVERSITY DRIVE " :;:, MACARTHUR BLVD 5 C-71 83-1 ., 1----------------------,.------------------------------------r--------------------.--------------..-------------------.---------......l..---------.....-----------------------.:..-__:_;__--1] BASIS OF BEARINGS: ocs GPS GRID VALUES WERE USED FOR THIS PROJECT. GRID AZIM UTH PREPARED BY: REVIEWED: IRVINE RANCH WATER DISTRICT APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: .c APPROVAi. OF DOMESTIC WATER. S:llO!, ANO RECYCI.ED WATER TITLE s H E ET ~ CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG OF 65" 53' 50" WAS HELD BETWEEN ocs GPS POINTS 6188 AND 6211 AS THE BASIS OF BEARI NGS. IRcUZCOOE 7342 • c_ l1/2Cf/l'f ~ ~-===. ~ ,'J,,,,,,.. MACARTHUR BLVD & UNIVERSITY DR ;;::"' THE GRID VALUES WERE REDUCED TO GROUND VALUES BY APPL YING THE MEAN COMBINA TION ~ J/lvv""---- FACTOR OF POINTS 6188 AND 6211 (0.99996947) TO ALL THE VALUES, HOLDING OCS POINT 6211 0 ~ ~ r-J l-..,A.._T .... H.._E..,_P""'o""IN:.:..T....,o"-F-'o""R""IGr.:.:.IN:..· ..:..A::LL...._Po""'I.._NT'-"s'-WE=R""-E-'T_.HE..,.N.:....:.:.RO""T""A""TE.,.D:...T.,_,o'--'-'Ho"'L""D_T""H""'E....,G"'R""ID....;A"'Z""IM ... u:.:.TH"'--"B""A""s1,..s._-1 CIVIL WORKS (:;, RCE 3879 ~~~~~~~=t APPROVED BY DAit " PAVEMENT REHABILITATION s MARIE MARSTON, RCE 38798 / Ml AH MARTIN ANDY TRAN, PE / BENCHMARK: ORANGE COUNTY PUBLIC WORKS, 8.M . NO. 3FF-11-99. 3 3/4" OCS ALUM INUM ENGINEER s ~* Exp. 03/31/1 CONSULTING ENGINEER'S NAME DEPUTY PUBLIC WORKS DIRECTOR SENIOR CIVIL ENGINEER ~ DISK STAMPED "3FF-11-99" LOCATED AT THE NORTHEAST CORNER OF A CB, 3151 Ai,wayAvence,SuileT-1 DESIGNED: DRAWN: SUPERvlSED BY: DATE MUNICIPAL OPERATIONS 1---------------------....------s--1 :g AT UNIVERSITY DR . AND LA VIDA/BAYPOINTE STREETS. CoslaMesa,CA92626 C/V\1-RC MS CITY OF NEWPORT BEACH R-60 8 1-~ (11•1966-9060 ~ DA TE:/-? o 7 fl' DATE: _ __::0:.:..,1 '--'-1'--'7 c.c19"-----1 1---------1'?- ELEVATION 28.710' NAVD88, ADJUSTED 1999 CHECKED: MM DATE:01 17 19 RE\IIEWED BY: DATE PUBLIC WORKS DEPARTMENT SHEET 1 Of 15 ,., L-----------------------J _______ .:;.:;:;;.;.:.~:.:..:...=~::....i=~=...:..::=.:::..:..::::.....:.;;:.::::..1.. ____________ ...J. __________________ -1. ___ 2!_!!!__~.J...J.J.~cl...~:!!:;::!::!:'....!:.:;._ _________ _::;:.:.;__..1. _________ .L ________ ...1. ____________________ ...1. __ ........::__.:..::::..J-'-; CITY OF COSTA MESA JOHN WAYNE ,;, AIRPORT "68 ~ ~ PROJECT LOCATION GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE V.,TH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, 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 THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATIER 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 INDICA TIED ON THE PLANS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTIED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO Vv1LL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. PUBLIC WORKS DEPARTMENT 8. ANY WORK NOT INDICATIED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATIED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE -0-POWER POLE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE @ SEWER CLEAN0UT AC ASPHALT CONCRETE ® SEWER MANHOLE ARHM ASPHALT RUBBER HOT MIX BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE c,():I FIRE HYDRANT BL.I( BLOCK BLVD BOULDVARD Ill WATER METER CATV CABLE TV llll STREET LIGHT PULL BOX Cl CAST IRON <t CENTERLINE 1111 TRAmc SIGNAL PULL BOX CNB CITY OF NEWPORT BEACH CL CLASS x>----o STREET LIGHT CLR CLEAR C&:G CURB AND GUTTER 0 WATER VALVE E EAST /ELECTRIC ~ GUY WlRE EC END CURVE ECR END CURB RETURN A SURVEY MONUMENT EG EDGE OF GUTTER EP EDGE OF PAVEMENT ~ SIGN EVC END VERTICAL CURVE EXIST EXISTING e VAULT VENT FLG FLANGE e TREE FE FLANGED END FL FLOW LINE 11111 IRRIGATION CONTROL VALVE FM FORCE MAIN G GAS lllll CABLE TV PULL BOX GV GATE VALVE GB GRADE BREAK 0 CORING LOCATION HPG HIGH PRESSURE GAS ~ IP&:T IRON PIPE AND TAG ELECTRICAL MANHOLE IRWD IRVINE RANCH WATER DISTRICT ID ELECTRICAL PULL BOX LT LEFT MAX MAXIMUM buuuA BUILDING MWD MESA WATER DISTRICT MH MANHOLE ----EXISTING CONSTRUCTION MJ MECHANICAL JOINT MIN MINIMUM - ---PROPERTY LINE NG NATURAL GROUND NEW CONSTRUCTION N NORTH NTS NOT TO SCALE ---4_---CENTERLINE NO NUMBER 0G ORIGINAL GROUND ----S----SEWER LINE PE PLAIN END PROP PROPOSED ----W-----WATER LINE PB PULL BOX ---G-- -GAS LINE RCP REINFORCED CONCRETE PIPE RET RETAINING --E--ELECTRICAL LINE RT RIGHT R/W RIGHT OF WAY --T TELEPHONE LINE SCH SCHEDULE s SEWER -CATV-CABLEVISION LINE sea SEWER CLEAN0UT --SP--SPRINKLER SYSTEM SMH SEWER MANHOLE SOMH STORM DRAIN MANHOLE -x-x-x-FENCE SHT SHEET SL STREET LIGHT IRWD FACILITIES NOTE# FACILITIES QUANTITIES (EACH) @ RECYCLED WATER 6 BOX AND COVER @ SEWER MANHOLE 4 FRAME AND COVER @ DOMESTIC WATER 2 BOX AND COVER EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 MACARTHUR BLVD & UNIVERSITY DR PAVEMENT REHABILITATION PROJECT NO. 18R23 APPROVED: ______________________ _ DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR APPROVED: ______________________ _ MICHAEL J. SINACORI, P.E., ACTING DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER LOCATION MAP NOT TO SCALE DATE: ------ DATE: _____ _ CONSTRUCTION NOTES CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM AS NOTED). 0 COLD MILL 3" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 COLD MILL 3.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 COLD MILL 9" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. 0 CONSTRUCT 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE. 0 CONSTRUCT 2" FIBER REINFORCED ARHM OVER 1.0" MIN. AC LEVEL COURSE. 0 CONSTRUCT 2" ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE. 0 CONSTRUCT 2" FIBER REINFORCED ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE. @ CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE. @ SAWCUT EXIST RAMP 4'X3'. FURNISH AND INSTALL NEW 4'X3' TRUNCATED DOME TILE, DARK GRAY IN COLOR, PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10. @ @ @ @ @ @ REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB &: GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. ADJUST TELEPHONE MANHOLE FRAME AND COVER TO GRADE BY OTHERS. REMOVE EXISTING AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE. ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS. ADJUST TRAFFIC RATED TELEPHONE BOX AND COVER TO GRADE BY OTHERS. PROTECT EXISTING ELECTRIC VAULT MANHOLE FRAME AND COVER IN PLACE. CONTRACTOR SHALL ADJUST THE ADJACENT NEW AC PAVEMENT SURFACE TO BE FLUSH WITH ELECTRIC VAULT MANHOLE FRAME AND COVER. ADJUST CITY SDMH FRAME AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD DWG W-22. ADJUST IRWD SMH FRAME AND COVER TO GRADE PER IRWD DWG S-1. REMOVE EXISTING CONCRETIE IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. REMOVE AND REPLACE WITH NEW SURVEY MONUMENT BOX AND COVER TO GRADE. REMOVE AND REPLACE 6" CF (OR VARIABLE) MEDIAN CURB (NOSE) (TYPE B) PER CNB DWG. NO. STD-182-L. NEW MEDIAN CURB CONSTRUCTION SHALL INCLUDE THE RECONSTRUCTION OF ADJACENT MEDIAN SIDEWALK FOR THE MEDIAN NOSE. REMOVE AND REPLACE 6" THICK PCC COMMERCIAL DRIVEWAY APPROACH TYPE I OVER 4" THICK CAB PER CNB DWG. STD-160-L-A. NEW PCC DRIVEWAY SHALL INCLUDE THE RECONSTRUCTION OF THE ADJACENT SIDEWALK. REMOVE AND REPLACE a• THICK PCC BUS PAD OVER 6" THICK CMB PER SPPWC STD. PLAN 131-2. REMOVE AND REPLACE 8" CF PCC CURB AND GUTTER (TYPE A-24" GUTTER WIDTH) PER CNB DWG. NO. STD-182-L. ADJUST MWD WATER MH FRAME AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW IRWD WATER VALVE BOX AND COVER TO GRADE PER IRWD DWG W-22. ADJUST TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. REMOVE AND RESET THE SPIKE AND WASHER SURVEY MONUMENT. _!;; ., ., 0 C 0 ·.::: 0 E E a. <D '° "' ii: "O \V,~-----.....-...... ,,....,..,,..., ............. _...,..._...,.,.....,...,,..........,.........,,,.....,,..,,...,,...,,..,,.....,....,.....-........................ ,,...,,. ....... ,...._.......,...,..._;.., REMOVE AND REPLACE PCC CURB RAMP PER CALTRANS STD PLAN ABBA, CASE PER PLANE. NEW ::i CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB &: ~ CUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE < BLOCKWALL SW SIDEWALK SCE SOUTHERN CALIFORNIA EDISON (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DIVISION (949) 644-3011 (949) 644-3717 YELLOW. I RECORD DRAWINGS 1----------___;;S;;...;...;.;;=~....;;.=.~------------1] SQ SQUARE STL STEEL T TELEPHONE w WEST/WATER W/ WlTH ORANGE COUNTY SANITATION DISTRICT (714l 962-2411 TIME WARNER CABLE (714 542-6222 SHEET NO. DESCRIPTION SHEET NO. DESCRIPTION Ul These Record Drawings Have been prepared based on information submitted, in part, 1 TITILE SHEET 1 o DETAILS ., by others. While this information is believed to be reliable, City of Newport Beach is not 2 TYPICAL SECTIONS 11 -12 SIGNING AND STRIPING -UNIVERSITY DRIVE F responsible for its accuracy. nor for errors or omissions which may have been 3 - 5 UNIVERSITY DRIVE IMPROVEMENTS 13 -15 SIGNING AND STRIPING -MACARTHUR BLVD )..- 1----------------------------------------------------------~=i::nco::::::rp::o::ra::te::d::i::nt::o::th::e::s::e::p::la::ns::a::s::a::r::e::su::lt::. :::=:::::=::::::=::::=::::=::::=::::=::::=::::=::::=::::::=::::=::::=::::=:..... ___________ ~--------..l..-6--_9 ____ M_A_cA_R_TH~U-R_B_L_VD_1M_P_R_o_v_EM_E_N_T_s _____________ ~C::_-_7'.........'.1..::8::_:3::_-_1.'.........li ., CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: ocs GPS GRID VALUES WERE USED FOR THIS PROJECT. GRID AZIMUTH OF 65' 53' 50" WAS HELD BETWEEN OCS GPS POINTS 6188 AND 6211 AS THE BASIS OF BEARINGS. THE GRID VALUES WERE REDUCED TO GROUND VALUES BY APPL YING THE MEAN COMBINATION FACTOR OF POINTS 6188 AND 6211 (0.99996947) TO ALL THE VALUES, HOLDING OCS POINT 6211 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. BENCHMARK: ORANGE COUNTY PUBLIC WORKS, B.M. NO. 3FF-11-99. 3 3/4" ocs ALUMINUM DISK STAMPED "3FF-11-99" LOCATED AT THE NORTHEAST CORNER OF A CB, PREPARED BY: ~WORKS ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 REVIEWED: ~ MARIE MARSTON, RCE 38798 CONSUL TING ENGINEER'S NAME DESIGNED: DRAWN: RC MS IRVINE RANCH WATER DISTRICT APPROVAL RECOMMENDED: APPROVAL Of DOIESllC WAlER. SEWER, AND RECYlllD WAlER IRID CODE 7342 APPROI/ED BY: DATE MICAH MARTIN DEPUTY PUBLIC WORKS DIRECTOR SUPERVISED BY: DATE MUNICIPAL OPERATIONS APPROVAL RECOMMENDED: ~-51~ ANDY TRAN, PE SENIOR CIVIL ENGINEER TITLE SHEET MACARTHUR BLVD & UNIVERSITY DR PAVEMENT REHABILITATION ..c ~ ., ., <;::: "O 0 ~ ,.._ ------------------------------1.,; R-6081-S 0 (714) 966-9060 CHECKED: DATE: DATE: DATE: 01 17 19 MM 01 17 19 RE\1EYIED BY: DATE AT UNIVERSITY DR. AND LA VIDA/BAYPOINTIE STREETS. CITY OF NEWPORT BEACH .__ __________________ ___. _______ EL_E_VA_TI_O_N_28_._71_o_· _._N_A_VD_B_a ..... _A_D_JU_S_T_ED_19_9_9..__ ___________ .__ ________________ _._ __ ----a.aa.....-....;.;.'--'-'-''-'"-'-''------------------'----------'-----------'-----P-U_B_L_lc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _._SH_EE_T_1_o_F_1_5___,1 R/W 72.5' B.5' 64' & VARIES 12' 72' & VARIES 1.91' -2.01' 60.5' & VARIES 12' 44.5' & VARIES rr- J1 _J TYPICAL SECTION UNIVERSITY DR 32+22.34 TO 33+97.39 FACING EAST NOTTO SCALE 1£ J2' & VARIES ------------- 2.4% -3.41' --- 6 5 1 R/W rr J I _J TYPICAL SECTION UNIVERSITY DR 27+91.47 TO 30+77.07 FACING EAST NOTTO SCALE 1£ I 1248 & 123' & VARIES I 10' & VARIES 6' 66' & 61' & VARIES 58' & 45' & VARIES 24' 1.6% -2.4% 0 0 0 000000000000 0 0 00000 6 5 1 J----~ STA 20+78 70 STA 23+26 'cfm.J R/W 6' & 15' & VARIES LI TYPICAL SECTION UNIVERSITY DR 17+98.79 TO 23+54.23 FACING EAST NOTTO SCALE I 116' & 114.5' & VARIES 62.5' & 64.5' & VARIES 10.5' & VARIES 55' & 44' & VARIES 1.6% -2.3,C ~--=-,, 1 r 1~ SIDEWALK0--1 L CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM AS NOTED) 0 COLD MILL .3" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 COLD MILL .3.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 COLD MILL 9" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. © CONSTRUCT 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE. 6' VARIES~ rr-11 I I u LI TYPICAL SECTION UNIVERSITY DR 12+00.90 TO 16+39.98 FACING EAST NOTTO SCALE 75.5' 65.5' & VARIES /ES 10' & VARIES ]l IL L 71 L I L 48' & VARIES 1.B1' -2.51' 59.5' & VARIES 43.5' & VARIES 1.51' -2.11' 1 5 6 62' & VARIES 44.5' & VARIES 1.9,C -2.7,r 51.5' & 52' & VARIES J4' & 44' & VARIES 12' 8.5' R/W I 10' R/W I 10' & VARIES I 1.4,C -2.2,r 1==\ 1 ~SIDEWALK 12' -- J 5 9 STA 12+10 10 STA 16+59 LEGEND 10· 12' - ~ 2" FIBER REINFORCED ARHM FINISH COURSE ™ 1.0" MIN. AC LEVEL COURSE ~ 1.5" MIN. AC LEVEL COURSE g g g g g g g g 7" AC BASE COURSE 0 0 0 0 2" ARHM FINISH COURSE R/W R/W B.5' R/W I B' IL R/W 112.5' & VARIES R/W 12' & VARIES R/W I 11.5' & VARIES R/W I 11.5' & VARIES 79' & 71' & VARIES 7B.5' & 5B.5 & VARIES 01' -2.71' 91' & 79' & VARIES BJ' & 70.5' & VARIES 0% -1.7% 68' & BB.5' & VARIES 15B' & 116' & VARIES 79' & 44.5' & VARIES VARIES 61' & B2' & VARIES 6' JO' & VARIES :1, I I I I , / , 1 -, 5 ~ ~ 2•91' 4• l)f -7"21' rr --J ,,,,,,2122221,,,,,,,,,2,,,,, }_JI I RAISED MEDIAN 2 5 10 TYPICAL SECTION MACARTHUR BLVD 144+42.23 TO 148+37 FACING NORTH NOTTO SCALE (144+41.21 ro 141+12.99) 1£ 170' & 158' & VARIES I TYPICAL SECTION MACARTHUR BLVD 142+45.35 TO 144+42.43 FACING NORTH NOTTO SCALE 162' & 186.5' & VARIES 4' & 6' & VARIES 79' 72' 1.71' -2.4,C 9J' & 9B.5' & VARIES •• ''<Z::! R/W I 7' 70.5' & 62' & VARIES 58' & 90.5' & VARIES 16.5 & VARIES 0% -4.5,C 68' & BB.5' & VARIES 14' & VARIES TYPICAL SECTION MACARTHUR BLVD 132+00 TO 136+25 FACING NORTH NOTTO SCALE 1£ 161' & 186.5' & VARIES 4' & 6' & VARIES J.l)f -7.8,r 9J' & 98' & VARIES 70.5' & 62' & VARIES 58.5' & 90.5' & VARIES O% _ J.9% (12B+05.65 TO 132+00) O% _ 2.B% (136+25 70 137+75) 78' & 67.5' & VARIES 15'-40' (128+05.65 TO 13.2+00) 17'-.f5' (136+25 TO 137+75) TYPICAL SECTION MACARTHUR BLVD 128+05.65 TO 132+00 136+25 TO 137+75 FACING NORTH NOTTO SCALE 1£ ff: -5-1" (12a+o5.65 ro 1J2+oo) • -3•2" (1J6+25 ro 137+75) 2.0% -4.2% (128+05.65 TO 132+00) o,r -4,4,r (136+25 ro IJ7+75) 197' & 173' & VARIES 119' & 101' & VARIES 16.5' & VARIES R/W R/W R/W B' & 16' & VARIES 15' & 17' & VARIES 90.5' & 58.5' & VARIES 2J.5' & 7.5' & VARIES 0% -4.5,C TYPICAL SECTION MACARTHUR BLVD 117+75 TO 124+50 FACING NORTH NOTTO SCALE 1£ 197' & 17J' & VARIES 72.5' & 60' & VARIES 4.11' -5.9,C 78' & 67.5' & VARIES 119' & 101' & VARIES SIDEWALK8} _ rr-----7-:._ JI R/W B' & 16' & VARIES 15' & 17' & VARIES 2 5 10 90.5' & 58.5' & VARIES 72.5' & 60' & VARIES 28 ro 117+75) 0% -4.B~ ((~1!:~i 70 126+73.62) 0% -J.6A 26'-55' (112+75.28 TO 117+75) 12'-18' (12#50 TO 126+73.62) TYPICAL SECTION MACARTHUR BLVD 112+75.28 TO 117+75 124+50 TO 126+73.62 FACING NORTH NOTTO SCALE 2.5,r -4 1,r f"2 7. J.2,r -4."5,r t25too5.2roa ro 11a+25) 126+7J.62) 4.2% -6.4,r (112+75.2B ro 111+15) 2.6% -J.6% (124+5o ro 126+7J.62) SIDEWALK8} _ rr-----L- JI C-7183-1 E :ll C C: C 1::: C E E C * a:i "' C: C :;:; u ., V) C .!! ~ )., "' ..., 0 CONSTRUCT 2" FIBER REINFORCED ARHM OVER 1.0" MIN. AC LEVEL COURSE. 0 CONSTRUCT 2" ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE. 0 CONSTRUCT 2" FIBER REINFORCED ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE. @ CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE .---------------------r------------.---------------------r--r----"""T---------------------.----T"""----------r------------------------------a: REVIEWED: IRI/INE RANCH WATER DISlRICT REVIEWED: ..c: RECORD DRAWINGS These Record Drawings Have been prepared based on information submitted, in part, PREPARED BY: ~WORKS ENGINEERS MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME APPROVAL IE DOMESTIC WA'IER, SEYD. ANO RECYaEl WA'IER STREET IM p ROVE ME NTS ~ IR\11lCOOEll4 2 f~~ TYPICAL SECTIONS i APPRO~ BY: DAlE PAlRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER ~ ,.._ ~ UNIVERSITY DRIVE & MACARTHUR BLVD IMPROVEMENTS ----------------------r--------iri a by others. While this information is believed to be reliable, City of Newport Beach is not i~~'%~:X,~~~:2~ui1eT-1 DESIGNED: RC DRAWN: MS SUPERVISED BY: DAlE ',' 12_3_19 RECORD DRAWING 01117119 CITY OF NEWPORT BEACH R-6081-S responsible for its accuracy. nor for errors or omissions which may have been (714) 966-9060 i----L!.:,--------11-------------------------1 DATE--~-~----- L..!!:::i::nco::::::::rp::o::ra::t::ed::::::::in::to::t::h::es::e::p::la::n::s::a::s::a::r::e::su::lt::. ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: _________ ,L _________________ ..,Lc_H_E_cK_E_D:....iMt:l!MLD_ATE....i: 0:!!1'-1!.!7'-1!.:!9~!;RE;:Vl~EWE~D !!;BY~: ---------....i□~A~lE;...._L.N..:0:... . .1..._:D,;,,:A..:TE:.......LD:.:E::S::CR::IP..:ll..:O..:N..:0:;_F..:R..:E:;_l/l_:Sl_:0N::S:..._ _________ ...Ji,,;,A,:_P;_;PR..:O:...VE::D:.L. _________ L... ____ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ L.sH_:E::E_T_:2:.._0F,:;__1.:_::5:._J1 ✓(5'. PROJECT LIMITS (, (! "7; . I / <l • • 1 (.) r ,__ 0 II) " + -= ... -'-' (.) r ,__ 0 "' "' + -. --'-' ' Ill LL ,__ 0 :8 o· + .:;j: -~ -- \,P-- 11+00 Ill lcn ·c: 0-'. ,__ -'" ,__ 0 N 0 .., ,__ + ~ II) "' 0 st IXi e IX) CSI + -~ N I') " -'-' e:,. e'.) -~ --J-------j ,~ Ill -"" c:. ,__ -0 "' II) -:I-0 ... --1--..::, ~ -N = ,._, ---. 1>------~: Ill lL ,__ ~ 0 0 st . 0 I') -·= -st N ~ -'-' .-..., -----11------: .... Ill lL :ii "' ,__ I') 0 "' (0 + ~ + oi -'-' t<l -'-' --- : 12+00 Ill lL Ill "" ,__ 0 IX) ,__ . ~ e + 0 0 Ol ± ~ "' Ol '-' "' I') --~ . -----, )-____ Ill lL Ill ,__ 0 st ,__ "' 0 + 0 Ol Cl? ,t-. cxi 0 -"' I') -~ -----, ,)-___ I fl' ,-lL ,;-0 ,__ II) Ol 8 Ol + 00 N + N I') ~ -'-' I') ·~ ----::r--- -,, EXIST RAISED MEDIAN EXIST RAMP 13+00 0 II) ;J; - - 0 II) + I') 0 II) + "' Ill ~ Ill ,__ lL .e'.) ,__ lL N 0 ·o, ,__ .i;:; 0 "' 0 N ,__ co II) -Q ·~ ~ "' 0 o· ~ st I') + ici -:> -'-' I') ~ II) , II) -~ -J----------, ~ -\ -=r------ \._EXIST N'LY EG (Ixi;i) lL Ill lL Ill ,__ Ol ,__ lL N 0 st ,__ (0 0 ·st ~ ~ -+ r...: II) Ol 0 I') + 0 N 0 '-' st. I') + -'-' ... "' "' + -'-' II) I') ~ If-} ---: \:E~l;T7'J 'C\'7'1EIJIAFJ ' "EG-(Typ) 'G.. Ill lL Ill ,.... IX) ,__ lL -0 I') ,__ o· LI) 0 ~ IX) + r...: II) Ol 0 st I') "" u:i 0 N 0 . + + ... I') "' -'-' -~ II) I') ~ ll) - ~ ;,,_ __ =eE:I: ~'LY ~ED:N ·-• - EG (Typ) Ill ·-lL Ill 0 LL ~ 0 IX) 0 II) ,__ ,t-. tG II) N 0 N + "' 0 st I') "' + II) -'-' ... I') II) ~ 10 "' + -'-' II) -----;,,_ __ ~EXI I : ----( ,T S'LY EG (Ty l 14+00 15+00 IRWD RECYCLED WATER IRWD SEWER -"' ...: ... l_ ~~~ --=,,,,_. --r---f.__ EXIST RAISED MEDIAN SOUTHERN CALIFORNIA GAS COMPANY Ill ti: r Ill lL ~ ,__ JJJ "' ,-.. lL " 0 "' ,__ r Ill 0 -0 "' ,__ Ill + li) 8 IX) 0 "' "" ti: 1/l--ri) st t') Ol ,__ lL + II) II) ~ "' I') + c-,j 0 II) 0 . ,__ ,__ "' + ·N 0 II) ------'-' " I') " I') + II) -0 IX) 0 0 -~ -+ II) I') -'-' -"" 0 0 IX) . .., + d ---Ol I') IJ----'-' Ol I') -~ -~ ·-----:~----1 ---·--------1: ---:t------7 il------a: --- Ill lL Ill "" ,__ lL N ,__ (.) ,fl' Ill "' 0 ,__ a:r ti: II) 0 0 0 I') lL Ill ± II) I') . ,__ ,__ lL ~ I') II) + -,__ ~ "' I') st "' -0 IX) 0 0 ,__ -~ "' "' + .~ II) I') 0 "' ,__ .~ ,t-. ~j " 0 . <G--IX) "' + N ± II) --~ -~ IX) "' I:;:; + . ~ o,· ·it, -----{ ~-----~, -'-' -'-' 16+5rk-c i-----~ :➔--- \ --, , ___ ' /..:,._.A _,..,.!:)➔-= \._,"T.LL -\ '-EXIST N'LY MEDIAN EG (Typ) Ill lL Ill (.) ,__ .... "' ,__ ID (.). Ill Ill U') 0 -~ "" 'r.:. Ol " II) w -Ill II) 0 Ill + -i, II) N ,__ ,__ lL I') + . I<) 0 ,__ ~ "' I') st "' 0 0 IX) 0 0 ,__ -~ "' I') ..,; II) "' 0 "' ,__ ± + N + ~ ~ " "' IX) I') N + -~ -'-' IX) I') -+ . C) e'.) -OJ . .., -------{ -'-' :}--___ -~ t----- --~"" ---' ➔-----, S'LY MEDIAN EG (Typ) ~ ·- lL Ill Ill ,0 lL lL .VJ Ul C) 0 II) ,__ ,__ lL lL VJ 0 I') 0 -I fl' _.j, § ·~ .1/l-- I') J; st :ii ~ ,__ lL + t') 0 N ,__ ~ I') + t') 0 ,__ 0 .0 -·'-' t<l , .... I') -1-csl ll) 0 =---'-' + N 0 Ol 0 ~ -'-' " I') + IX) I') -* c:i II) = ,._, IX) t<l -'-' + 0 -'-' Ol I') ,.,._ ___ I -~ C) "' = ,._, __ ----;T --------,1 1~ ,, _____ --{ ~----' - - - I 16+00 17+00 18+00 19+00 1 BA YPOI NTE DRIVE Ii 1,.1 j l '--J-& '-251 25' I PROJECT LIMITS I ! I I -It') d -10' 24 EXIST CITY R/W EXIST BUS PAD A SOUTHERN CALIFORNIA GAS COMPANY 16 EXIST SW 'c:" - - 10' 24 SOUTHERN 16 CALIFORNIA GAS COMPANY 95'x12' PCC BUS PAD (9" THICK) INCLUDING MONOLITHIC CURB EXIST EG EXIST CITY R/W -"' o,· EXIST SW "' <ti C CITY DOMESTIC WATER UNIVERSITY DRIVE PRIOR TO THE 9" DEEP EXCAVATION AT THE 12" HIGH PRESSURE GAS MAIN, CONTRACTOR SHALL POTHOLE THE GAS MAIN AND FIND OUT THE DEPTH OF THE GAS MAIN. CONTRACTOR SHALL CONTACT THE SOUTHERN CALIFORNIA GAS COMPANY'S SANTAANA DISTRICT AT (714) 634-7235 TO SCHEDULE THE DAY AND TIME OF THE EXCAVATION. AN INSPECTOR OF THE GAS COMPANY MUST BE PRESENT ON-SITE DURING THE EXCAVATION. NO EXCAVATION WORK WILL BE ALLOWED WITHOUT THE PRESENCE OF THE INSPECTOR. • . 0 - EXIST RAMP .JO jr /1 LA VIDA EXIST RAMP PROJECT LIMITS EXIST CITY R/W I LO I'--+ 0) ,..... <( [±Q] I- C/) w z ...J I~ t) ~ ~ CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM AS NOTED) 0 COLD MILL J" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 COLD MILL 9" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. 0 CONSTRUCT 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE. 0 CONSTRUCT 2" FIBER REINFORCED ARHM OVER 1.0" MIN. AC LEVEL COURSE. 0 CONSTRUCT 2" FIBER REINFORCED ARHM OVER 7" AC OVER 95% COMPACTED SUBGRAD£ SAWCUT EXIST RAMP 4'X3'. FURNISH AND INSTALL NEW 4'X3' TRUNCATED DOME TILE, DARK GRAY IN COLOR, PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10. REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'XJ' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. REMOVE EXISTING AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE. ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS. ADJUST CITY SDMH FRAME AND COVER TO GRADE REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD DWG W-22. ADJUST IRWD SMH FRAME AND COVER TO GRADE PER IRWD DWG S-1 REMOVE AND REPLACE WITH NEW SURVEY MONUMENT BOX AND COVER TO GRADE. REMOVE AND REPLACE 6" CF (OR VARIABLE) MEDIAN CURB (NOSE) (TYPE B) PER CNB DWG. NO. STD-182-L. NEW MEDIAN CURB CONSTRUCTION SHALL INCLUDE THE RECONSTRUCTION OF ADJACENT MEDIAN SIDEWALK FOR THE MEDIAN NOSE. REMOVE AND REPLACE 8" THICK PCC BUS PAD OVER 6" THICK CMB PER SPPWC STD. PLAN 131-2. REMOVE AND REPLACE (VAR") HIGHT CF PCC CURB AND GUTTER (TYPE A - 24" GUTTER WIDTH) PER CNB DWG. NO. STD-182-L. RECORD DRAWINGS 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. LEGEND r +·+·I 2" FIBER REINFORCED ARHM OVER 1.0" MIN. AC LEVEL COURSE 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE 2" FIBER REINFORCED ARHM OVER 7" AC BASE COURSE SCALE: 1 "=40' 8p C-7183-1 E ., "' 0 C 0 ·c 0 E E C. "' 0 '° "' ;i: -0 ..,; ::, ID "' < I ... 0 N .., ::, g, .3 ), "' .., .-------------------""T"-----------.---------------------r--r----"""'T---------------------.----T"""----------r------------------------------a: CURB DATA LINE DATA REVIEWED: IRVINE RANCH WATER D1S1RICT REVIEWED: ..c APPROVAL <»-DOMESTIC WAlER, -ANO RECYaEl WAlER -STREET I M p ROVE M EN TS ~"' -~~ fl PREPARED BY: I:,, R L T BEARING LENGTH ® 03'46'10" 1520' 99.19" 49.61' © N77'09'35"E 110.07' (C) 24'08'04" 1520' 640.26' 324.95' (D} N49'17'11 "E 394.08' ~WORKS ENGINEERS 3151 Airway Avenue, Sui1e T-1 Costa Mesa, CA 92626 (714) 966-9060 MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: RC MS APPRO~ BY: SUPERVISED BY: DAlE DAlE U'~~ UNIVERSITY DRIVE IMPROVEMENTS i PAlRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER FROM STA. 10+60.52 TO STA. 19+75 ~ " ~ ----------------------r--------ici .... /2\-1 ....... _1_2-_J-_1_9 _R_Ec_oR_D_D_RA_wi_NG ____________ -----1 DATE __ 0~1/~17~/_19__ CITY OF NEWPORT BEACH R-6081-S 0 CHECKED: DATE: DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 3 OF 15 5, ,._ _______________________________________ ...., ________________________ M_M._ __ 0_1,_1_7._1_9..__R_EVI_EWE_D_BY_, ___________ o_AlE __ _.__N_o_ • .._ ___ __, ___________________ ...., ___ ..._ _________ _._ _____________________________ _.a; @] C/) C/) Li.. Li.. a ~ ~ ~ a N a a + 0 + O> a .,, a _ --N N ~ ~ -} C/) C/) C/) Li.. -!£ Li.. C/) ~ ~ Li.. a ~ O> ~ ~ 0 a □-,... a ~ "' a 9 'r:: O> a N + O> + oi "' "' a .,, "' N IX) I ID f ~ N ~ c::i N N N N N .,, IX) iJ, gJ ~ N N ~ N ~ "' ~ Li.. 1/) Li.. ~ ~ a .,, Q .,, a _a O> .;\: ID .;\: ,...: N -"' ~ N ~ C/) ~ Li.. (/) ~ Li.. a st-0 0 + -i "' ;:c a ~ ,... + r-.: a 10 N U) '° N N co ~ N ~ N -~ fl' ~r C/) '·--tc: 'G:_ ·v, C/) C/) Li.. Li.. Li.. --a ~ a O> ~ ~ ~ a ,... "' .,, a a Q ~ a O> ,t. . a ~ _a, + <D a .,, a a + 0 + O> + N ~ "' .,, ~ .,, ~ N "' O> ~ N ~ N ~ C/) 12 C/) Li.. a ~ g ~ ~ "' <D 0 O> + ~ u;i ,... O> + ~ N -~ II') .,, co N ~ N N ~ N ~ C/) C/) C/) Li.. ... tc: ~ ~ 8 w -~ .,, .. 0 1o + ,...: "' O> ~ "' ± l"' M -----iu:----------j ,"-,,--------t..12---------+------i----------+------+-----+------i--2-7+~2-~c 0 ~ ~ -----------1 [,e~---u"v-,_--+--------+---<:025,99}-FS,-Ill,-----+-------+------+-----LO J-O~ QU'l -WLL LL ~ (I) (I) W ,------~+ IX) + r--, ----,...-i. 1-.------c:,-i-a,,~--st--,;N',----,l------+-----+---b~ac-----+~=---------lu-------lii:------1- sl" N ~" IO<D IXlt') OIO ON ~ W CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM AS NOTED) 0 COLD MILL 3" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 COLD MILL 9" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 6 CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. 0 CONSTRUCT 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE. 0 CONSTRUCT 2" ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE. @ REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS . t-----( :,----------: 'I ~ N "' <D N ~ N N ~ ~ W a---+--------f------+------+------+--------f------+----~--+=~-------0< ~-.-~-_1 ----------1 l<D------~+-ID ~~---t---------t--------t o __ o,:-------i()l<0,----o --~,..------<"□ 0,--" -co , co + ,,< + . 0 N .~ w I .JO I I ----~~=-=<ll=c==-=-:=-==--il.,------------±------+------+------1------+------+------+-----~N'-'-r~~------N!." N IX) N IX) "l + l(i .,, "-: I I .JO I --e ~= NS IDN mi-- Cl) a---+----------1------+-----+------+----------1------c-1-sr _____ --<--'i''-}------=-=-~-€',~--~--l""a='==-=-:=-=:--r -----11------+------+-------t--+------1-----;--t--------t------N+~-----N~1~~~--a Cl) ADJUST TRAFFIC RATED TELEPHONE BOX AND COVER TO GRADE BY OTHERS. ADJUST CITY SDMH FRAME AND COVER TO GRADE. W -~--\--• ------ai---~---~e,- a---+--------f------+------+------+--------f------+------+------+--------f------+--~,--+---------'F----------'i''-------'--=-==----'--+------+-----------©----..j}-~~-=-=cri,,::-::==-------±------i---• W lli ------+-----1------+------+--------+----------+-----1--------+------+--------+--------+---~EXIST N'LY MEDIAN EG (Typ) EXIST N'LY MEDIAN EG (Typ)-✓ 7"'-----------+----------€---10-------i+-•, __ -■ lli I 1401 ~----------111:.C/)c--___ -------1 12'-----lOli..'l--------jv,,-----~-------t-------+--------+------+---------t-------+--------+------+---------t-------+-------+------+---------f-------+-------+---• ID 1401 + ~ "--27+91 EC r,.... O') --91"00.,__ ----~ in 8 ~ Q n' Vl------+.-=-----+------t---------t------+-----+------+-(26.39)'-F~s'=-1----------+------+-------+-------+ ..-a.,, 6 o •------:c+ o -----'+o,,1~:------01 "--O') <C C',J-., N~ .-I"') ..... ..,, N I-----+-----~1~---~N1=-----NI'~~----~ ---+------+-----+-=8~.::;,~--------+-c~-----+------>=-------<(f- CO--t------t--------j~4'0 lcco.,:-------,cl-"c I 30 I Cl) ----------+-:,-______ ~'r'--'-=--==-==c~~,;,,~~~---G:,l----~=-=1t=-=c==-==-:----,S------+------+---------1-----+-------+--------1------"-+=-----------1-----=---=+=--t-----+-----+gi N Cl) I 30 I ~------+-------+-------+--------+--------+-------©r'--_-__ -_~,_ ____ ---©----+-__ -_-~~~~'-~~~1,~-------,c-----,l-----------t--------+-----+------+-------+----------t---+-------+-------+-------+----W ~ ----------1>-------+----------t-------+---------+-------+--------+-----+--------+-------,+,-----------~+i)----~E~I:" ~-~ -M~~:C: ~:o~ --~ ---~ EXIST S'LY M _DIAN EG (Ty:~~✓-~~~ ~ 1401 ~ 12 12 ~ 1401 -=:::: ~ ~ ~---------j,U')---------lv,,--------+v,~------+--------+-----+--------+-----+-------+-----t--------+-----t-----------t------------1,-------<( ..:::::; ON Om LL. LL. ~ ----□~+9!-------U'l l CO----~ -----s~-~----+~~-----t=~----~~---------1 -----------1~~-------t (J')-----~~------+~------+------+------------t-----=== 0 a +a, ON ON Li.. ---,1~~~-----□-N------------", "'-0 :---------~o IDW---------, '----~~l-::a'-------------,---l~~------ff=-------+~------,~----------1 """' -N ._, + • + . 0 (X) 0 0 I"')~ ~ r"-"'N,-.L---~ '1<0----~ : ~ Ni ____ _,,, (ON r,...~ 1=-----1:}------~~=~rl=~---~i..---------+------+-----+------t---------+------+-----+------+--------f------+~----'"''~-----<'II;;.;,__--------: ~i;,----l:------1 :➔---------, t---- - ----4 : C/) C/) Li.. Li.. ~ C/) a ~ ~ Li.. C/) C/) a 0 a ~ ~ Li.. Li.. ,fll C/) C/) ofQ I"-sf a a 0 ~ LL LL + _, -u:> IX) a a ~ CD O> + + a IX) ~ N O> _0) a N a -:::i -~ ~ ~ ~ N C"-1 N '" I"') N IX) ~ 00 0 00 a ◄ a st-a ~ N N .,, N + ,...: "' O> ~ IX) "' O> IX) IX) ~ ~ + ,...: N ~ N ~ + ± ~ ,!-. N U') (0 ~ N "' "' N <D N ~ <O N ~ N ~ N ~ N ._, ~ 1/) C/) C/) Li.. Li.. Li.. :il ~ ~ ~ ~ a ,... a .,, ~ a IX) "' .,,--(X) (0 + '° + '° N O> ~i ,,, ~-•c-,.;--"' ._, N ~ ©-,--e - C/) C/) C/) Li.. Li.. JJJ Li.. Li.. ~ a ~ ~ -0 ~ a "' a a .,, ~ "' ~ 9 IX) a O> + O> + {',j "' "' a N <~ c::i N 00 I -ID --N ~ ~ N N N .,, IX) N ~ N ~ N ~ C/) V' C/) Li.. C/) LL LL a ~ ~ ~ g ~ -~ "' "' a 0 "" + ,...: "' a '? ,... + ,...: + ,_. ,,j,_ N It) "' "' N ~ N N (0 i;;j ~ N ~ N ~ 1/) 12 C/) Li.. C/) C/) Li.. LL ~ ~ q IX) a N ~ ~ IX) a -~ a IX) ~ "' D "' + ,'!1 di -; a a "' ,... ,... "' + '° + '° ,t. "' N IX) a, ~ N ~ N '~ N gi "' N ~ ~ --\ --~1}-------------1 • -, -----Cl---- LEXI-ST S'LY EG (TyR) 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 I REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD DWG W-22. ADJUST IRWD SMH FRAME AND COVER TO GRADE PER IRWD DWG S-1. REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DWG. NO. STD-180-L. REMOVE AND REPLACE 6" THICK PCC COMMERCIAL DRIVEWAY APPROACH TYPE I OVER 4" THICK CAB PER CNB DWG. STD-160-L-A. NEW PCC DRIVEWAY SHALL INCLUDE THE RECONSTRUCTION OF THE ADJACENT SIDEWALK. REMOVE AND REPLACE 8" CF PCC CURB AND GUTTER (TYPE A -24" GUTTER WIDTH) PER CNB DWG. NO. STD-182-L. ADJUST TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. REMOVE AND REPLACE PCC CURB RAMP PER CALTRANS STD PLAN ABBA, CASE PER PLANE. NEW CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & CUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE YELLOW. RECORD DRAWINGS PRIOR TO THE 9" DEEP EXCAVATION AT THE 4" GAS MAIN, CONTRACTOR SHALL POTHOLE THE GAS MAIN AND FIND OUT THE DEPTH OF THE GAS MAIN, CONTRACTOR SHALL CONTACT THE SOUTHERN CALIFORNIA GAS COMPANY'S SANTA ANA DISTRICT AT (714) 634--7235 TO SCHEDULE THE DAY AND TIME OF THE EXCAVATION, AN INSPECTOR OF THE GAS COMPANY MUST BE PRESENT ON-SITE DURING THE EXCAVATION. NO EXCAVATION WORK WILL BE ALLOWED WITHOUT THE PRESENCE OF THE INSPECTOR CHANNB. EJSE/,NT , EXIST CITY I /W I I SR-73 SB RAMP • /j E~~ EXIST sot VAULT & GUTTER I I 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. EXIST CITY R/W EXIST EG 21 EXIST TREE & ROOT ENCOUNTERED AT&T 22 30'X10' EXIST RAISED LANDSCAPE MEDIAN EXIST SW IRWD SEWER EXIST EG EXIST CITY R/W CITY DOMESTIC WATER 24'x248' (.) EXIST CITY Ill I a EXIST EG ~ "' ,◄, + ·a "' "' ci, EXIST TREE & ROOT A ENCOUNTERED R/W EXIST RAISED MEDIAN EXIST EG EXIST R/W 'JdH c6 f# () ~ i! - M ~ ~ 0 co 16 SOUTlj RN CALIFO , NIA GAS f OMPANY I I i I RWD RECYCLED ATER -___, F□ PROJECT LIMITS EDGE OF BRIDGE ..J----f---1---l'\~.8l 0 = R/W /'\~.Bl 26+00 PROJECT LIMITS 9 □ ---,.c"'•,--- .,_ ---- A EXIST GUARDRAIL • • CALTRANS R/W l r □~~---F □----ft''.sr'""F-J:J!~l d" '-"'....,. n ,,._ I I I '---s ~NIVERSITY DRIVE I kcALTRANS R/W ~ I ~ C/Ji EXIST E7 EXIST RAISED I MEDIAN A SOUTHERN CALIFORNIA GAS COMPANY I I I C'r)~ "-~ 0 !:c /5 (/)5 I I EXIST SW A I I I 1 I lO ,_ ~ (./) ffj (./) I LEGEND r + • + • 1 !/ / ;J f_-:,3);:,c;';:,/<'/j• [: :_•:.,: :-~ :·-:·--.·';_: >:~ ':. 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE 2" ARHM OVER 7" AC BASE COURSE PCC SIDEWALK/BUS PAD/DRIVEWAY 8p SCALE: 1 "=40' C-7183-1 1 E ill 0 C: 0 .: 0 E E C. N '° "' ;i: --0 ..,; ::, m ., < I st- 0 N ... ::, g, .3 ), ., ... .-------------------""T'"----------.-------------------.--r----~--------------------.----T"""---------"'T'""-----------------------------a: REVIEWED: IRVINE RANCH WATER DISlRICT REVIEWED: .c CURB DATA LINE DATA I:,. R L T BEARING LENGTH ® 32'08'00" 1977.27' 1108.92' 569.46' ® N49'17'11 "E 394.08' PREPARED BY: ~WORKS ENGINEERS 3151 Airway Avenue, Sui1e T-1 Costa Mesa, CA 92626 (714) 966-9060 MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: RC MS APPROVAL (F DOMESTIC WAlER, SEYD. ANO RECYaEl WAlER -STREET IM p ROVE ME NTS ~., -~~ fl APPRO~ BY: DA lE SUPER\1SED BY: DAlE U'~~ UNIVERSITY DRIVE IMPROVEMENTS i PAlRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER FROM STA. 19+75 TO 29+75 ~ ,... ~ ----------------------r--------'° ,.../2\-1......,._1_2-_J-_1_9 _R_Ec_oR_D_D_RA_wi_NG ____________ ---t DATE __ o~,1~,1~/_19__ CITY OF NEWPORT BEACH R-6081-S a CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 4 OF 15 '3-MM 01 17 19 RE\1EWED BY: DAlE NO. DATE DESCRIPTION OF REVISIONS APPROVED , ,._ _______________________________________ ...., _________________________ ._ _ __,.....,.._,._ _________________ _.__ ..... ____ ..... ___________________ .._ __ __, ___________ ,__ ____________________________ __,a; I I rEXIST N'LY EG f" ,f'l Vl ti:: ~ ~ ~ g g -~ Ill o · ·co + (l) 0 " "' c5 . --o -[',J IN "' -N ~ "' ~ "' ~ .<n u.. u.. ~ 0 O') 0 "' Ill Ill 0 "' +-. .• ;;:; c--i ~ ~ ~ "' ~ u.. Vl a"---1--~c1=------b~~----+-'"-------+------ 00> o- il) .O•----~o . -+ ~ + N~ -' ____ ,.., l"')-~-----1-------·-.-, -- -: ------:t-----------11}---: .J -: -.::I" ~EXISli N'LY MEDIAN I 1G (Typ) rEXIST N'LY MEDIAt EG (Typ) r / w-----1,--~~'------1-~•--+--e1"'+-------+------+-------+-----+--+-------+-----w W U.. (_) 1/) 1/) •A --LL LL VI U. (I) I --o ·-o oco ,-..... ,....... _ w1""!"""=1----- I Jo I cn ----~ ;f-------~-f--1---~ia--------if--------+--<>~la·-~~; !---1,--~ ~ !! w I") -~ ~ / ~~~-"-e~<---~ri ·~..i-----w ----+-------+---1---+-+-------+------+---+-----t---I'} .J.,. Cl) f---(~------<)= i__ J -(!)-- -L.. - -·JD-- - - --, I L0----+-------+------+-------+------+-------+------+-------+------ 120 I'+----+------+-----+-------+-----+------+-----+-------+---- cn ----+-------+------+-------+------+-------+------+-------+------ C'\I ------<1-------+----+'_1EX_I_ST-+-S_'L_Y_M_ED_IA_N_E_,1,_(T_y_p) ___ -+-------+------+-------+----- <( !ll Vl ,A r-E)1IST S'LY MEDIAt EG (Typ) r a-----11~"~-----lu.---t---'ID"'"' ~-+------+-------+-~(.) ·v,---t~----+'-·-+------+------ 0 N .-u... ~ / ~ u1f-!l Cl) --□--l'i11-----~0 Q--+-~· ~ W .-.. ,_ 'f-1 ____ _ + . 10o ~oo ..... ..,. □1"1 oO -,... JO W o Ill t !Ei·----1-~o:E-·s:-~+------+-------t-~"'-+ ·"?'---:c<i e------.r--t+5M.,.,.,\--. ----!!~{('l~:-----n .;:_;, ..,.. ~'-"I N ..,.. + ..n Z .. , -n ._ ~-.:.:, ~ ?~ ~ ,;i------,c"t, .. rj_Jr·.------,-, -/ nv t'l-5!. ...J a---Jc-------t--1---+-+-----+------+---+-----t---f----+-----l+------I f---ia-------<,)------ (.) r ------if-------+-------1------+-------+-----+------+-----+------ ~ <( ---+-----f-------,-----+-----+------+------+-----+---- ~ -----+------+------+------+------+------+------+------+----- ·-,EX ST S'LY EG (Typ) u.. u.. ·r;n ~ I u.. Vl Lea ~ .<n , __ 0 ~ 0 ,.... ~ ~ I u.. ,.:. ~ '? Ill (l) Q 0 0 CX) ~ -0 0 . "' ~ 6 v c5 v + t. .,; 0 -0 (l) 9 st Ov N N + + .,; Ill <O Ill IO v I') --N ,t, . . ,._, ,ij N + c-J .. ' , ~ ~ N N ,;, t..J "' ~ N !:l N "' ~ "' ~ . ,._, ---,~ I . : ' --. : ------(::)-------It--------<: ~ CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM AS NOTED) 0 COLD MILL J" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 6 CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. 0 CONSTRUCT 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE. @ REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'XJ' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS. ADJUST CITY SDMH FRAME AND COVER TO GRADE. REMOVE EXISTING CONCRETE: IMPROVEMENTS AND CONSTRUCT 4 • PCC SIDEWALK PER CNB DWG. NO. STD-180-L. ADJUST TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. ~ 30+00 31+00 32+00 33+00 34+001201 -.::I" r w w I Cl) w w Cl) LO t---+ 0) C'\I ~ Cl) w z ...J I (.) ~ ~ • • ® CALTRANS R/W CASE • • . .,_ CURB DATA t,. R L 32'08'00" 1977.27' 1108.92' CALTRANS R/W • T 569.46' 12 CASE B -----CALTRANS R/W 12 CASE A PROJECT LIMITS UNIVERSITY DRIVE EXIST EG SOUTHERN CALIFORNIA GAS COMPANY I I I I PROJECT LIMITS CITY OF NEWPORT BEACH AND CITY OF IRVINE RECORD DRAWINGS 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. LEGEND r + • + • 1 2· ARHM OVER 1.0· MIN. AC LEVEL COURSE t''.~;:,;;.~,d PCC SIDEWALK/BUS PAO/DRIVEWAY SCALE: 1 "=40' BP C-7183-1 E ., en 0 C 0 ·c 0 E E ~ 0 <» "' ;i: -0 ..; ::, m en < I v 0 N .... ::, g, .3 )., en .... .---------------------r------------.---------------------r--r----"""T---------------------.----T"""----------r------------------------------a: REVIEWED: IRVINE RANCH WATER DISlRICT REVIEWED: ..c PREPARED BY: ~WORKS ENGINEERS 3151 Airway Avenue, Sui1e T-1 Costa Mesa, CA 92626 (714) 966-9060 MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: RC MS APPROVAL <F DOMESTIC WAlER. SEYD. ANO RECYa£D WAlER -STREET I M P ROVE M EN TS ~en -~~ fl APPRO~ BY: DAlE SUPERVISED BY: DAlE U'~~ UNIVERSITY DRIVE IMPROVEMENTS i PAlRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER FROM STA. 29+75 TO CITY LIMITS ~ ,.._ -----------------------r--------iri 1--/2\-1......,._1_2-_J-_1_9 _R_Ec_oR_D_D_RA_wi_NG ____________ -----1 DATE __ o~,1~,1~/_19__ CITY OF NEWPORT BEACH R-6081-S 0 CHECKED: DATE: DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 5 OF 15 5, ,._ _______________________________________ ...., ________________________ M_M._ __ 0_1,_1_7._1_9..__R_EVI_EWE_D_BY_, ___________ o_AlE __ _.__N_o_ ..... ___ __, ___________________ ...., ___ ..._ _________ _._ _____________________________ _.a; 111 +00 0 c§ 0:: 0 0:: 0 LL ;;.. ,-... ~ I') I') 0 !" g I() ..... a, .,.; + I') 'F + 0 N 0 N = -·cq-..-· ,.:.., --~ - : P. "-"- -~ 0 !I) co 0 (0 ..... Q a, I() .,.; + I') ,:.. + 0 N 0 -·c-.i = ---~ -~ ~ : 112+00 ao·x12· "-'ii: c.'. VI VI VI VI "-"-"-,fl> ~ ~ ~ ~ ... 0 I() 0 v 0 ~ ~ ~ _,o 0 0 -0 I() ~ ~ ~ ~ LO .<O ,,.., 0 0 I() Ci -·r:: o · 0 ± I') + .,.; + '!:i .,.; I() 9 I() + + I') c-.i I() 0 I') 0 ~-p ,tc * 0 tO e + ~ I ·N -N -,.;_, -·c-.i -N N I() ·o U) 0 U) 10 -~ ---N N ..... 0 -~ -~ -~ --N N -~ = ~ -- ,: -'I------>------( )------1 ,J--------j :}--~-• EXISli W'LY EG (Typ) ~ ~ ~ ~ -_i:..:. ~ .Vl r<:: Ci o · 0 ~ .. v 'io ~ ';:,.; 0 I() ~ "-N 9 I() 0 0 0 co ~ VI . ..,i: ,{ 0 I() o . I') "-"' . ,.j, v +· + si: ,,, .,.; a, 0 co 0 0 I') 0 v 0 v 0 I() 0 + 2 c-.i I() -~ .C'!-1 -N -N -N = .<>I N 10. ~ 0 ~ -. -"' -~ U) 0 U) o· --~ -'a -~ -N + ~ .C'!II -= t ... 0 -~ -N ~ 1\...------ - - ---1 : -------~-J "--~ :, -----,~- ~EXISli -W'LY -, .,.... __ (Typ) EG n VI VI •n li: u:: "-'c.'. VI "-VI ~ ~ ~ ~ ... sf Ci a, 0 c5 -I() >-< N 0 I') I() ':;i. 0 I') 0 0 I~ ~ "-VI I() 0 ~ 0 ~ si: '· ~-"-"' 0 ,.,, ~ ,t· ~ v .,.; . ; o · ~ 0 ~ 0 + 0 (0 0 co 0 + I') ~ .N -N --N Ill 0 +-I()_ t:: I() 0 ~ -~ ---~ -..:;. -"C",j (0 0 + ..... -~ -N -0 -~ -N (0 0 ¾-d -· N -~ ..... 0 J j',. ...t'~ -N -~ ---1: ------·- ~EXISli ----1 :➔- E'LY EG (Typ) VI r VI ... '" VI "-~ ~ ~ ~ "-,n o · -v 0 ~ 0 ~ "-(0 (0 -VI 0 _, I() 0 I() -0 I;,:! ~ "-+-+-01 I 0 0 . ~ I') 0 I') 0 v 0 'F ci + I() 0 0 I') ~ "-v -N -N -N -N .N I() 0 + 0 0 0 --· ~ = "("iij I()' + 0 -~ -' 0 I') -~ -N (0 0 + a, -~ _c,J 0 0 = co 0, + -~ --co --• :'1------:+-----~ ..... a, .. ----; ,)-.. ___ -~ ··-\ ,,r __ --: \ -- LEXISli E'LY EG (Typ) 113+00 114+00 115+00 116+00 117+00 PROJECT LIMITS PAVEMENT REHABILITATION LIMITS FROM PREVIOUS PROJECT EXIST CITY R/W EXIST EG 26'X12' 22 15'X12' 22 4'X5' 22 4'X5' 22 4'X5' 22 4'X12' 22 24'X12' 22 19 67'X12' 22 IL. 0 U) 0 I() + c-.i 0 ..... Pl -~ VI t,;: ~ 0 ·a, I() I') + ..... 0 -£,I -~ -1----- r ~ 0 v j-a, a, ---~ ~-- VI "" ~ . I() (0 ,!,. ..... a, ---~ ----,~ "-~ VI ~ u:: v 0 ~ o . I', 0 -~ + -0 ·co -+ N co 0 -0 co --~ N 'F -~ -a, 9. -~ = .. -~ : ----1 :)-.. ____ "- ~ co 0 0 co + a, co a, -~ - l,n u:: ~ c5 I') 0 I') ai <Xl a, ---~ ----- VI "- ~ 0 ..... 0 + iri ---~ : --- 118+00 30'X12' 22 VI ~ r... ~-_I{) a, ~ S! ..... + ~ t, co· + ,..: ---~ a, a, --~ ---,: --. VI "- ~ "-0 (0 I()' -0 ..... + ,..: 0 0 co a, + (0 ---~ a, a, -~ ---©--_ --0,- ·- "-VI ... 0 N I() -~ 'F sf 9 ..... co a, _c-,j -= -~ a, a, --= ~ ------ EXIST A RAISED MEDIAN ---1 1)-.. - 119+00 33'X12' 22 VI "- ~ ~ ..... 0 + ai a, ·a, ---~ --,_ -- VI "" 0 ,0 I() (0 ,!,. a, a, ---~ ----'--- ,fl' ~ 0 .CO I() a, + si: a, <» ---~ -----0)-.. -- -- VI "- ~ 0 co II) + •. -m ·"' ---~ .... • J---- EXIST SW r ~ 8 co "- .,.j, ,-... + 0 I() ..... ~-0) I() co -+ iri -~ 0 a, ·--~ -:r_ ----- r r ~ 8 co ·o ~ + iri 0 co -a, -v N + .,.; --~ ~· a, --~ ---©-_ ---- 't:.'. ~ "-Q I'::, + .,.; 0 (0 0 I() 0 a, "' 'F -N -~ 0 a, "' -~ =tu-------~ "-VI ... 0 ..... 0 0 ~ 'F 0 I() (0 0 a, ± . "' -~ 0 co N --~ --. -------:11-_ 120+00 0 0 'F :;-; ----- 0 0 + -'>! - ---- 9 -N ---- g + N - =-----1 "- I') -sf a, -= ~ -- t--- 1-11901 w w I (J) 'G.. w ,-... a, w co (J) -a, I ~ LO C'\I + --..... N I190I ..... <( I- (J) f/1. w ~ z (0 ,....; .....J a, -I (.) I- ::J---<( 11901 ~ r ~ G ,..: ,_ -~ ,,.__ _ - CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM AS NOTED) 0 COLD MILL J.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 0 ~ 4 @ @ ® CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE. ADJUST TELEPHONE MANHOLE FRAME AND COVER TO GRADE BY OTHERS. ADJUST CITY SDMH FRAME AND COVER TO GRADE. REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. REMOVE AND REPLACE 8" CF PCC CURB AND GUTTER (TYPE A-24" GUTTER WIDTH) PER CNB DWG. NO. STD-182-L. 121 +00 RECORD DRAWINGS 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. EXIST CITY R/W 19 8'X12' 22 /'.. ,_ lJJ f CIJ ffj CIJ I LEGEND f v v '-I ~.({~:'.{{f:] (B) 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE PCC SIDEWALK/BUS PAD/DRIVEWAY CURB DATA /::,. R L T 20'02'35" 2000' 699.63' 353.43' LINE DATA BEARING LENGTH @ N11"45'40"W 600.34' ap SCALE: 1 "=40' C-7183-1 E ill 0 C: 0 .: 0 E E ~ "' ;i: ""C ..; ::, m en < I v 0 N ..., ::, g, .3 )., en ..., ,--------------------r-----------,--"""T-----,,--------------------,---"T"""---------r----------------------------1a: REVIEWED: REVIEWED: ..c PREPARED BY: ~WORKS ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 ~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME PATRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER STREET IMPROVEMENTS MACARTHUR BLVD IMPROVEMENTS FROM STA. 111+87 TO STA. 121+25 ~ ., ,;:: ""C 0 ~ ..... ---------------------....--------1.,; DESIGNED: DRAWN: /\ ~===----R __ c~=----M __ s...,Ln=1=-t_12_-3_-_19___,1-R-Ec_o_RD_D_R_Awi_N_G ___________ +-----1 DATE -~0=11~17~11=9___ CITY OF NEWPORT BEACH R-6081-S 0 CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 6 OF 15 5, MM 01 17 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED .._ ____________________________________________________ ....._ ________________ ___. _____ _._ _____ .....,....._..__.._ ___ ..._ _________________ .._ __ _._ ________ ...... ___________________ ...... ______ __,a; lvi ---------j ..._.:------t-----t-------t--------t------+--------i-----t-----+------+-----+--------ll------+--------l--------+-----+-----l------+----------1----------l---------1------ ---~0=IS,--------<rQ,-----------t-------t-----t-------t--------t------+--------i-----t-----+------+-----+--------ll------+--------l--------+--------l------l--------+---------l------ U?l"'l ,_ en ----.~t---------no1~----7~-------t--------t-------+-----t-------t--------t------+--------l-----t-----+------+-----+--------l-----+--------l--------+-------l--------ll-----_. -o, o;;f N-~e~·---------<=Sl-0~o'-------l"'"'Vl~------t--------t-----t-----t------+--------t-------t-----t-----+------+------+--------l-----t-----+------+--------l---------l-----.-......,. 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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. 125+00 126+00 127+00 ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 * Exp. 03/31/19 * -s-~r. CIV\\.. ,,,~,"<'" ~ 0t Cf>.\..\ tW.:,. 128+00 129+00 130+00 EXIST CfTY R/W 25'X12' 22 19 I 131+00 47'X12' 22 co 1-w w I en w w en CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM AS NOTED) 0 COLD MILL J.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE. REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 1 B 1 AS SHOWN ON SHEU 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WIT SIT 4'XJ' TRUNCATED OOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. ADJUST TELEPHONE MANHOLE FRAME AND COVER TO GRADE BY OTHERS. ADJUST CITY SOMH FRAME AND COVER TO GRADE. REMOVE EXISTING CONCRITE IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. LEGEND V '11 '11 ~1 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE 1~?:~z:0(,{d PCC SIDEWALK/BUS PAD/DRIVEWAY CURB DATA R L T ® 09•45•55• E ill 0 C: 0 .: 0 E E C. IX) N r -----=~~-------'·~:-------t~-----+-----t-----+-----+-----+------l-----+-----+-----+-----+-------1------1-------l-------1---------L----_JL ____ L ____ _J_ __ 0 r<) (/) -e+-,,"']----ol1N;t---------i '"------f;,;-----+-----+-----+------+-----l-----+-------t-------+----~-----+-------1-------+------1-----_j _____ L ____ J_ ____ _j_ __ ,-, I{) N ,,...... ~ -~'::,.! 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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. 135+00 136+00 137+00 ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 138+00 * Exp, 03/31/19 * -s'~r. CIV\\.. ,,,..,,,,?,..,"<' ~ OF Cf>.\..\ tW_;,, 142+00 0) 1-w w I U) EXISTS). ' ~---------------------- - - -• If ( 5) CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. 1 ---------....................................................................... .,..,.,..,. ......... ..... 0 CONSTRUCT 2" ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE. 1 ------------------- - ------••• - -• CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE. REMOVE AND REPLACE PCC CURB RAMP PER CNB OWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'XJ' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB &: GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. ADJUST TELEPHONE MANHOLE FRAME AND COVER TO GRADE BY OTHERS. PROTECT EXISTING ELECTRIC VAULT MANHOLE FRAME AND COVER IN PLACE. CONTRACTOR SHALL ADJUST THE ADJACENT NEW AC PAVEMENT SURFACE TO BE FLUSH WITH ELECTRIC VAULT MANHOLE FRAME AND COVER. ADJUST CITY SDMH FRAME AND COVER TO GRADE . REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB OWG. NO. STD-180-L. @ REMOVE AND REPLACE 6" CF (OR VARIABLE) MEDIAN CURB (NOSE) (TYPE B) PER CNB DWG. NO. STD-182-L. @ REMOVE AND REPLACE B" CF PCC CURB AND GUTTER (TYPE A-24" GUTTER WIDTH) PER CNB DWG. NO. STD-I 82-L REMOVE AND RESET THE SPIKE AND WASHER SURVEY MONUMENT. LEGEND 17 '1 '1 ~ 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE ..,....,.... __,,....,,._ .................. .--...... ...---....... ,-.,.,.... ··-·--·-·-·-·'"'·.,...,.,.... ..-.--.,......-------& 1~0;,o;,o,l 2" ARHM OVER 7" AC OVER 95% COMPACTED, SUBGRADE ....... ---------~----------- fi,}J;'.J/j PCC SIDEWALK/BUS PAD/DRIVEWAY CURB DATA R L T (D) 09"46'55" 2000' 341.46' 171. 14' LINE DATA BEARING LENGTH @ N18"03'50"E 1071.66' E ill 0 C: 0 .: 0 E E C. CJ) N CJ) ' (0 ' N "' .. 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AC LEVEL COURSE. ADJUST MWD WATER MH FRAME AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW IRWD WATER VALVE BOX AND COVER TO GRADE PER IRWD DWG W-22. LEGEND CONTRACTOR SHALL PROVIDE NO BUMP ALONG JOINTS AT THE PROJECT LIMITS 11 V V ~1 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE CURB DATA l::,. R L T (F) 14"13'42" 2000' 496.66' 249.62' LINE DATA BEARING LENGTH <G) N32"17'32"E 102.63' 11.4~ SCALE: 1 "=40' sp C-7183-1 E ill 0 C: 0 .: 0 E E C. 0 I") "' ;i: "O ..,; :, m ., < I v 0 N ... :, g, .3 )., ., ... .-----------------r=::=-::::::-------r:::::-:::::;:--;:-:-::-:::-:--:::;-::;:;::;;-;::;::::;;;;-;::;:-------,-.---.---------------.--7iirniirWFiii:'""" _ ___;;:__ __ r _______________________ ia: REVIEWED: IRI/INE RANCH WATER DISlRICT REVIE~D: STREET IMPROVEMENTS ~., PREPARED BY: RECORD DRAWINGS ~ ~ =~r34 ~ESTICWA1ER.SDER.ANOREClrullWA1ER f~~ MACARTHUR BLVD IMPROVEMENTS ~ These Record Drawings Have been prepared based on information submitted, in part, S APPRo~ BY: DAlE PAlRICIA s. KHARAZMI, PE ~ CIVIL WORK MARIE MARSTON, RCE 38798 ASSISTANT CIVIL ENGINEER FROM STA. 142+25 TO STA. 151+44 & SR-73 RAMP ~ by others. While this information is believed to be reliable, City of Newport Beach is not E N G I N E E Rs DESIGN ENGINEER'S NAME 1--------------------r--=---:---:-::--:---=---t '° responsible for its accuracy. nor for errors or omissions which may have been i~~'%~:X.~~~:2~ui1eT-1 DESIGNED: RC DRAWN: MS SUPERVISED BY: DAlE L0, 12-3-19 RECORD DRAWING DATE __ 0"'1_,__11'-'-7_,__11_9___ CITY OF NEWPORT BEACH R-6081-S ~ l!~i~nco~r~p~o~ra~t~e~d~in~t~o~t~h~e~se~p~la~n~s~a~s~a~r~e~su~l~t.~~~~~~~~~~~~~~~~~~--L--(-11-4J-96_6--9o-6o--------=---Lc:..:HE:,:C:_:KE:,:D_: .J:l!MM~D-ATE...:J'o111LJ1!Z.7LJ1.!!.9l....JR!EVl!EWE~D.,!!BY:!:,= _________ ~oA~lE!.__~:N;o::...,_+l-_-_-.:::D-A::,:TE;==~~D-E::::s;c-:.::R1-P,_11;o~N=o=F=R;E-:.;_V1-s::.1-o::.N;s====================:=A-P,.;,P=R-o.:..VE;~DL-________ ,1_ ____ P_u_s_L_I_c_w_o_R_K_s_o_E_P_A_R_T_M __ EN_T ___ --1.1-_-s_H-E~E-T _____ g~~OF~~1~5~:1 !OZ MAX AT CURB J..,_ 4' MIN --' : 2% MAX : 4-' MIN I I L -,A ORB) CASE "A" FULL HEIGHT CF FRONT EDGE OF SIDEWALK CF FRONT EDGE OF SIDEWALK o• CF .-.JA OR B) RETAINING CURB : hAR1ABLE-: o· er II RETAINING CURB FULL HEIGHT Cf o• CF 6"' TYP. w "-0 ;;1i__J1z.=z=~--1-- VIIRIAIII.E er .. :: :;: ,2X MAX 5" MIN & VARIABLE r If NECESSARY AT o· CF 6" TYP.i:5.~;:s:;.:s:s::s~=~;s:s:s:s::sf--PROPERTY LINE 9i ::::::::Sl.¢_0=PE===8=.3=lli=M=AX==t===J =: o• CF 5% MIN II: B.3% MAX 10% MAX AT CURB CF CASE"B" o• CF RETAINING CURB FUU. HEIGHT CF ' 'I ~-VARIABLE----' I I II I II II FULL HEJGHT CF RETAINING CURB --'c) r 6" TYP. 5ll: MIN & 8.3% MAX NP. 10% MAX AT UIRB ,uowu. DRAWN; P. IOIAAAZNI 1:11.te 11/'5f.!_ml ---'P 4' MIN 2% MAX l---4• MIN--' : 2% MIAX : 4' MIN I I _j_ CF FRONT [[)GE Of SIDEWALK FRONT EDGE OF SIDEWALK o· CF l_---~'72'A FULL HEIGHT CF 6° TYP o• CF ALONG ACCESS RAMP LANDING I -0) 2% MA)( SLOPE BCR o· er FRONT EDGE FULL HEIGHT CF OF SIDEWAU< CF CASE "D" =-ti). bllE llfS(Rll'Tn)NCFREViSICKS CTTY OF NEWPORT BEAOi DEPARTMENT OF PUBLIC WORKS ST~DRAWINGNQ. CURB ACCESS RAMP 181 CURB RAMP DETAIL 1 NOTTO SCALE TOP or RAMP SEENOT£o L 4• MIN_] J l-2:,g MAX 7 _J_ ~ TT 5% MIN & 6.3% MAX SECTION A-A ToP Of RAMP RETAINING CURB If NECESSARY L_4, MIN_J 1-2% MAX -1 ~ 5% MIN & 8.31' MAX SECTION B-B FRONT EDGE OF SIDE.WALK 10% MAX AT CIJRB DEPRESS ENTIRE SIDEWALK AS REWIRED IC)% MAX AT CURB MiaWl.i.~ DMWtt IJ_ KHIAAlHI" MIE t ]/(12(>Lt SECTIONC-C 2.3" MIN AND 24" MAX / CENTER TO CENTER ~ SPACING, TYP. I@@@ @@@ RAISED TRUNCATED DOME PATTERN (IN-LINE) TOP DIAMETER 0.45" MIN AND 0.47" MAX 0.2•{=--g- @ BA~ OIAMTER I ___, I 0.9 MIN AND 11 0.92• MAX RAISED TRUNCATED DOME OTTHGNmt NOTES: 1. CURB AND Gl/TTER WILL BE POI.IRED FlRST ANO RAMP lHE FOLLOWING DAY ffi CREl\lE COLD JOINT. 2. LOCATIONS WllH CROSS GUTil'R SHALL HAVE SPANDREL REPLACED. 3. PARKWAY LANDSCAPE /IND IRRIGATION SHALL BE MODIFIED IN KIND. PAY LIMIT SlDEWAl.K PAY LIMIT ECR i /PAY LIIIT BCR Vl ---tit----i'""t-2· GUTTER CURB 11: GUTTER 2' AC PATal DETAIL A CURB RAMP PAY LIMIT "'"' tD. Di\TE uc5Udrlkd uF-~ CTTY OF NEWPORT BEACH DEPARTMENT OF PUBUC WORKS CURB ACCESS RAM P 18 1 CURB RAMP DETAIL 2 NOTTO SCALE NOTES 1. IF DISTANCE FROM CURB TO BACK OF SIDEWAU< IS TOO SHORT TO ACCOMMOOAlE RAMP AND 4-' MIN PLATFORM {LANDING) AS IN CASE A. THE SIDEWALK MAY BE DEPRESSED LONGlnJ[HNAU.Y OR MAY BE WIDENED AS IN CASE D. 2. IF SIDEWALK IS LESS lHAN 6' WIDE. lHE FULL WIDlH Of THE SIDEWALK SHAU. BE DEPRESSED AS SHOWN IN CASE C. 3. {NOT USED) -4. {NOT USED) 5. lHE PAY LIMITS FOR CURB ACCESS RAMPS SHALL BE AS SHOWN IN DETAIL A. 6. TRANSITIONS FROM RI\MPS TO WAL.KS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE DI' ABRUPT CHANCES. 7. SIDEWI\LK AND RAMP lHICKNESS, "-,", SHALL BE -t• MIN. B. UTILITY PULL BOXES. MANHOLES, VAULlS ANO ALL OlHER UTIUTY FACILITIES WITHIN lHE BOUNDARIES or THE CURB RI\MP SHALL BE RELOCATED OR I\DJUSlED TO GRADE. 9. COUNTERSLllPES Of ADJOINING GUTTERS AND RO/ID SURFACES IMMEDII\ TEL Y ADJACENT ID AND WllHIN 24-" Of lHE CURB RAMP SHALL NOT BE STEEPl'R lHAN TV, 20H (5.ox). GUTTER PAN SlOPE Sl-iALL NOT EXCEED 1" OF DEPTH FOR EACH 2•-0• ()f WIDlH. 10. RAISED TRUNCAlED DOMES SHALL BE DARK GRAY IN COLOR AND SHALL BE ADA PA\IERS AS MANUFACllJRED BY WAUSAU TILL INC OF WISCONSIN, ADA-2 COi.OR 11-90 OR APPROVED EQUAL 11. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 48" WIDE PERPENDICULAR TO THE DIRECTION OF lRA\,E. AND EXlEND 36• MINIMUM IN THE DIRECTION OF lRAVEL. -· ,.owu =-.,. "'"' ... MlE 1.1C>US11'lltfl l1" ~ QTY OF NEWPORT BEAOi DEPARTMENT OF PUBLIC WORKS .,_........,..._ -., ......... CURB ACCESS RAMP 181 .. lE ,,,..,,., . StttT;: or l CURB RAMP DETAIL 3 NOTTO SCALE C-7183-1 _!;; "ijj Ill 0 C: 0 .::: 0 E E 0 a I") 0 ~ Cl 3 "O ..,; ::, co Ill < I Ill 0 .... ., Cl )., Ill .... .------------------------------T""-----------,,---"T""----T""--------------------..----r------------r-------------------------------a: REVIEWED: REVIEWED: ..c PREPARED BY: ~WORKS ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 ~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME {) STREET IMPROVEMENTS ~ U'~~ DETAILS i PATRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER UNIVERSITY DRIVE & MACARTHUR BLVD IMPROVEMENTS ~ ,.._ ~ 1-----------------------"T""---------tiri ~D~Es~IG~NE==-D-= __ R __ c~D~RA=WN_= ___ M __ s1--&--1_12_-3-_19----,1-R_Ec_o_RD_□_R_A'M_N_G ___________ +-----1 DATE __ 0_1;~1~7 ;_20_19__ CITY OF NEWPORT BEACH R-6081-S ~ CHECKED: MM DAW{ 17 2019 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 10 OF 15 5-..._ ___________________________________________________ ...._ _____________________________ ....., ______ ..._ __ ...._ ................... _ ...... ____ ...... ____________________ ....... ___ ..._ __________ .._ ______________________ ..._ _______ _, a; I JOIN R9-3(2 (8 (";'\ 12" WHITE \..V 10-1;,oo X-WALK PM ~ LINE - 8 CA) L+R) AND POST R26AS(CA)MOD, IS R81 CA) AND POST "BIKE LANE" & BIKE PM LANE ARROW (Typ) 50' 4• WHITE LINE (Typ) / / / / / / / / / / / 1 30' 12' l.'HITE PM X-1.'ALK LINE E W11-15 38 242' (L)(Typ) PE IV (L)(Typ) ' ) ~ EXIST CF EXIST CITY R/W - IS R3-7(R) ON STREET LIGHT E CllY GUIDE SIGN 200' "BIKE LANE" PM & BIKE LANE ARROW (Typ) 14' 1 o· 13' 125' 39 16+ 0-0 BA YPOINTE DRIVE I 50' 4• PM WHITE LINE (Typ) I r-1 ~ ~I :'.? 12) ~ ~ __.__ __ 1_1100 0 __ _ © 4-7 6 -1 (CA) ..__---:,-;:;o.~~r-\:,;.!1--------·-- I I I I I , I m / rs rs / I 9 136' R3-5gP (BUS EXEMPT) R3-7(R) IS R118(CA) R3-5gP W74(CA) IS R81(CA) R81B(CA) (BUS EXEMPT) EXIST CllY R/W EXIST CF _1...---- ----:::: : ~s:::.\~ --I/------ EXIST CF EXIST CllY R/W - t 12 R28(CA)(L+R) RS -- 1 R2-1 (50) IS lYPE IV(L)(Typ) PM UNIVERSITY DRIVE ~ ~ ,go/ ........ '-r-,! E BUS STOP LEGEND AND CONSTRUCTION NOTES (l) EXISTING TO REMAIN INSTALL INDUCTIVE TRAFFIC LOOP PER CNB DWG. NOS. 92J-L -A AND 92J-L-B 6" WHITE DIAGONAL LINE @ 40' SPACING INSTALL S/GN(S) AND POST IF REQUIRED AS NOTED REMOVE AND SALVAGE SIGN AND POST AS NOTED REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS, INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC). ALL LANE LINE, CENTERLINE AND EDGE LINE WIDTHS SHALL BE 4 ". INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED. SIGNALIZED INTERSECTION PROPOSED SIGN EXISTING SIGN EXISTING WIDTH PROPOSED WIDTH EXIST EXISTING PROP PROPOSED SNS STREET NAME SIGN Typ TYPICAL VAR VARIABLE 6) CALTRANS MODIFIED TYPE E LOOP DETECTOR 0 CALTRANS TYPE E LOOP DETECTOR 1§1 CALTRANS TYPE D LOOP DETECTOR 0 6' X B' LOOP DETECTOR R28(CA)(L +R) AND POST N I I RS R28(CA)(L +R) 1 SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD. REV J) DATED JANUARY 2014. THESE PLANS AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. J. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR THEIR REPRESENTATNE, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS) SEE CITY STANDARD DRAWING NO. 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY CITY. 50' 4• WHITE LINE (Typ) I I I I LA VIDA I ' 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E OR MODIFIED TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE PLACE LIMIT LINE LOOPS IMMIDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NOS. 92J-L-A AND 92J-L-B. 10. RB1(CA) SIGNS TO BE 12"x8" R26AS(CA)(MOD) AND R2BA(CA)(MOD) SHALL BE 18"x24" 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD.-902-L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 1 J. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. RECORD DRAWINGS PROPOSED SIGNS 1 18" NO 24.. STOPPING ENTIRE BLOCK R26AS(CA)(MOD) 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. 1 o· 1 o· CROSSWALK DETAILS E ., (/) 0 C 0 ·.:: 0 E E 0 .... 0 "' "' .::::. IX) .::::. N "' " "O .., ::, (D ., < I "' .5 C. ·.:: .... V> "O C 0 "' .5 C "' 304p 8p ~ r::==:-::-:---------------------rcruicvr;:------.-r---"""T----------------.----r.:==-----.----------s-c_AL_E:_1 ·_=4_□_· _____ _:C=.-_:7:....1..:...:8=.3=.-_1:....._ii., PREPARED BY: REVIEWED: REVIEWED: ~ ~WORKS ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 ~~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME ANTONY BRINE, RCE 45521 CITY TRAmc ENGINEER DESIGNED: DRAWN: L0, 12-3-19 RC MS CHECKED: DATE: l":::-::=:::-::=::-----t:~=------t-==-+----+R-EC_o_RD_D_RA_WI_N_G ____________ ---4 __ ---1DATE __ o:.01,._/1!.:.7L./1:.:9 __ _ MM 01 17 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED SIGNING AND STRIPING UNIVERSITY DRIVE IMPROVEMENTS ., ,;:: "O 0 ~ [FROM STA. 10+68.39 TO STA. 21+50] ~ t---------------------,,....;..--------liri CITY OF NEWPORT BEACH R-6081-S ~ PUBLIC WORKS DEPARTMENT SHEET 11 DF15 5, a; \ii u.l :c CJ) ill CJ) EXIST CITY R/W R2-1(50) E R28(CA)(R+L) EXIST CF EXIST CITY R/W G28-1(CA) "73 RIGHT E LANE" 39 12 2 39 LEGEND AND CONSTRUCTION NOTES EXISTING TO REMAIN UN\VERSll;Y DR\VE R26 A S ' ' R26AS(CA)(MOD) ISl--r-'~ 1 R81 (CA) EXIST CITY R W CALTRANS R W R4-11(MOD) "BIKE LANE OK E TO USE SIDEWALK" R5-1 E 12" WHITE X-WALK LINE (REPAINT) PM -I ! ,,. ; ,' -=--=------=-~ 12 -----,7 a l • 2 50' 4" WHITE LINE (Typ) W1- f N-4(CA I W1- 0M1- SR 73 SB RAMP 12" WHITE PM X-WALK LINE (Typ) 5-1 5-lA 9-3 & R'-3bP(L) N SIGNAL/ POLE I , 0 R\GHT TURN" 3-y 6-) (L) 6-f1 (R) PM l'2' IJHITE LIMIT LINE <Typl I ' 50' 4" WHITE LINE (Typ) "SIGNAL AHEAD" @50' PM CLEAR SPACING (Typ) I R26(CA)&POST "f-9--r m ~1,.._,_._.,.~~/ W3-3 R26AS(CA)(MOD IS, ~ . • -• - 0 I 12' --11'~ ---~ ---13'~ -:, ----I - 1 3 +oo 1 , 209• II c:r --J:. ,-'° / LIN£ • , __ , -6 ' - -.. ~:~=-~~~ • ,~c~ -~ ------ Q ~ 11-----J. I I 12 I (6 W3-3 / EXIST CITY R/W R26AS(CA)(MOD) IS R81(CA .' 39 R9- R9-3bP(L R9-3 / R9-3bP(R) CALTRANS R/W R3-18 (ON MAST ARM) R3-18 (ON MAST ARM) R9-3 & R9-3bP(L) ON SIGNAL POLE SIGNING AND STRIPING GENERAL NOTES ""GNAL AHEAD" @50' CLEAR SPACING (Typ) PM CALTRANS R/W------' / "NO PED CROSSI I ~SE CROSSWALK& ARRO / W74(CA) OD) 9J W74(CA)(MOD) </ TYPE I r-,;, E1 "ff re ffe Cl) 0 57' WHITE E O' 4" WHITE LINE (Typ) 9-3 9-3bP(L) ON SIGNAL POLE IS R81 (CA) ON SIGNAL POLE R9-3 IS R9-3bP(R) ON SIGNAL POLE "NO PED CROSSING RS USE CROSSWALK& ARROW" ,,, ,,,, ,,0 TYPE Ill 3' 61-19(CA) 12" WHITE CHEVRON @ 30' SPACING M4-5 G28-2(CA)"73" RS M3-1 M6-1 M4-5 IS G28-2(CA)"73" M3-1 M6-1 CALTRANS R/W ;s/ $ ..._ iii..._ 1 t' ~~ ~ o,i§-._ R R ..._ ..._ ..._ ~~ .._____ 7 ') .._____ .J') ''J --- ') .._____ 9) ( --,,.,.._____ '-_, .._____ --. , e•, .._____ ' _, .._____ . '-.._____ --- JOIN EXIST STRIPING --- CALTRANS R/W [I] IT] I. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD. REV J) DATED JANUARY 2014. THESE PLANS AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. I (ON STREET LIGHT) 0 0 INSTALL INDUCTIVE TRAFFIC LOOP PER CNB DWG. NOS. 923-L -A AND 92.J-L-B 6" WHITE DIAGONAL LINE @ 40' SPACING INSTALL S/GN(S) AND POST IF REQUIRED AS NOTED REMOVE AND SALVAGE SIGN AND POST AS NOTED REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS, INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC). ALL LANE LINE, CENTERLINE AND EDGE LINE WIDTHS SHALL BE 4 ". INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED. SIGNALIZED INTERSECTION PROPOSED SIGN EXISTING SIGN EXISTING WIDTH PROPOSED WIDTH EXIST EXISTING PROP PROPOSED SNS STREET NAME SIGN Typ TYPICAL VAR VARIABLE 6) CALTRANS MODIFIED TYPE E LOOP DETECTOR Q CALTRANS TYPE E LOOP DETECTOR 1::11 CALTRANS TYPE D LOOP DETECTOR 0 6' X 8' LOOP DETECTOR 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. J. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR THEIR REPRESENTATNE, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS) SEE CITY STANDARD DRAWING NO. 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY CITY. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E OR MODIFIED TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE PLACE LIMIT LINE LOOPS IMMIDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NOS. 92.J-L-A AND 923-L-B, 10. RB1(CA) SIGNS TO BE 12"x8" R26AS(CA)(MOD) AND R2BA(CA)(MOD) SHALL BE 18"x24" 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD.-902-L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 1 J. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. RECORD DRAWINGS 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 1 O' 1 o· CROSSWALK DETAILS -~ ., CJ) 0 C 0 ·c 0 E E C. ~ " - "' .::::. U) .::::. N "' " -c +l ::, (D CJ) < I "' .5 C. ·c +' VI -c C 0 "' .5 C "' 304p BP ~ r::==-=-----------------r,;;:.c:w;:~~~~~r7~~~r~~~~~~~~~~~~~~~~==------.-------~S:::'.CA:::LE~:~1_:·=::4o~·-____ C~-7~18~3~-:.:1~i., PREPARED BY: REVIEWED: REVIEWED: ~ incorporated into these plans as a result. ~WORKS ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 ~~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME ANTONY BRINE, RCE 45521 CITY TRAmc ENGINEER DESIGNED: DRAWN: L0, 12-3-19 RC MS CHECKED: DATE: l":::-;:=:::-;:=;:-........ -t:~=------t-==-+----+R-EC_O_RD_D_RA_WI_N_G ____________ ---4 __ ---IDATE __ O:.c1,_/1!.:.7,_/1:.:9 __ _ MM 01 17 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED SIGNING AND STRIPING UNIVERSITY DRIVE IMPROVEMENTS ., ,;:: -c 0 ~ [FROM STA. 21+50 TO CITY LIMITS] ~ t---------------------,,;....--------liri CITY OF NEWPORT BEACH R-6081-S ~ PUBLIC WORKS DEPARTMENT I-S-H-EE_T _1_2_or_1_5---15, a; I I ,, I I I I I . 0 I o::'. I 0 o::'. I 0 u. I I I I I I I I I I I I I\.~ 11 I I \) I I JOIN EXIST STRIPING PE IV(R)(Typ) ,-,-....,,,..,.....,.......,,..,,....,..,,....,,..._..,.._,.""'--& I I "BIKE LANE" & PM BIKE LANE ARROW (lYP) MACARTHUR BLVD. 12' \./HITE X-\./ALK LINE 12' -- -- !-----PROJECT/ 12' ~==-----t---r---f')i.V'Efm,IT-12' ------------------------------- /i=.l===t-r---f1Wfs'1urt,TIQ!i.1;;--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------- 15.5' 210.0' .o· 19' □ RP JOIN EXIST STRIPING 9 50' R2-1 (55) E R26AS(CA)(MOD) "' It) . -- -- --- --- -- 50' 4" WHITE LINE(Typ) "BIKE LANE" & PM lYPE VI @ BO' CLEAR SPACING (Typ) "BIKE LANE" & PM BIKE LANE ARROW (lYP) BIKE LANE ARROW (Typ) IS W11-15 & POST LEGEND AND CONSTRUCTION NOTES EXISTING TO REMAIN 12 12' ----12' --------12' -- 16' [£] [D INSTALL INDUCTNE TRAFFIC LOOP PER CNB DWG. NOS. 923-L-A AND 923-L-B SIGNING AND STRIPING GENERAL NOTES ------------------------- 2 39 ---------- XIST CF EXIST CllY R/W EXIST CllY R/W EXIST CF --- 1 ---- ;:t f-.... /ff it -/ff C/.) I - 1 (4) // ~R3-7 M ON SL POLE 6" WHITE DIAGONAL LINE @ 40' SPACING INSTALL S/GN(S) AND POST IF REQUIRED AS NOTED REMOVE AND SALVAGE SIGN AND POST AS NOTED 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD. REV 3) DATED JANUARY 2014. THESE PLANS AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. .!;; -.; Ul C C: 0 REMOVE ALL EXISTING CONFLICT/NG TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS, INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC). ALL LANE LINE, CENTERLINE AND EDGE LINE WIDTHS SHALL BE 4 ". INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED. SIGNALIZED INTERSECTION ~ PROPOSED SIGN ~ EXISTING SIGN ( 12 ') EXISTING WIDTH 12' PROPOSED WIDTH EXIST EXISTING PROP PROPOSED SNS STREET NAME SIGN Typ TYPICAL VAR VARIABLE 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAmc STRIPING, AND/OR S/GNAGE SHALL BE ACCEPTED BY THE ENGINEER OR THEIR REPRESENTATIVE, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS) SEE CITY STANDARD DRAWING NO. 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICT/NG TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLAST/NG OR OTHER METHOD APPROVED BY CITY. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E OR MODIFIED TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE PLACE LIMIT LINE LOOPS /MMID/ATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NOS. 923-L-A AND 923-L-B. 10. RB1(CA) SIGNS TO BE 12"x8" R26AS(CA)(MOD) AND R28A(CA)(MOD) SHALL BE 18"x24" 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD.-902-L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 13. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. RECORD DRAWINGS 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. 1 o· 10' CROSSWALK DETAILS C ·.::: C E E C IO st- a - "' .::::. a .::::. N C> " "C ..., ::, (D ., < I "' .5 C. ·.::: .... V> "C C: C "' .5 C: C> 6) CAL TRANS MODIFIED TYPE E LOOP DETECTOR Q CAL TRANS TYPE E LOOP DETECTOR SIGNING AND STRIPING MACARTHUR BLVD IMPROVEMENTS 304p BP ~ r;~;;:;~;----------------7[REViiEWEC~---7-,--.------------~r----r;;;~~----.-------==:_ __ :::sc:AL::E:_1~·=:.::4::_o· ____ ___.:C~-7~1~8~3~-~1--li., PREPARED BY: REVIEWED: REVIEWED: ~ ~ CAL TRANS TYPE D LOOP DETECTOR 0 6' X 8' LOOP DETECTOR ~WORKS ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 ~~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: ANTONY BRINE, RCE 45521 CITY TRAmc ENGINEER & 12-3-19 RC MS CHECKED: DATE: RECORD DRAWING ......_t,;;:rr:--.....::,-==~-----I--------------------J-----IDATE __ 0=1.._/1'-'-7.._/1'""9 __ _ MM 01 17 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED ., ,;:: "C C ~ [FROM ST A. 111 +58 TO ST A. 124+00] r--i-----------------------,.-:---------1 ;;j CITY OF NEWPORT BEACH R-6081-S ~ PUBLIC WORKS DEPARTMENT SHEET 13 OF 15 5, a; Cf) ..... 0 0 + -.:::I" C'\I ..... j:: U) w z ....J I (.) ~ ~ EXIST CllY R/W I') CB ,.., 7-•=-=jo===::::/c -.., u 12· PM "BIKE LANE" & BIKE LANE ARROW (Typ) " WHITE LINE (Typ) R9-3(2) ON SIGNAL POLE IS R9-3(2) ON SIGNAL POLE RAMP (15) 1 - 12" WHITE PM X-WALK LINE (Typ) IC) -- (CA)(MOD) ON STREET LIGHT S)(CA) 2 "PARKING PROHIBITED IN ASSIGNED DISTRICT" 1 24 EXIST CllY R/W -- 7 -~½;------------t---.-R----f--,--....1....c_s ______ il/--_---f-----,.---+-------I--J------,o,.,i,---~1------L ____ _ 12' " RB 1 (CA) ON STREET LIGHT LOWER TO 7' CLEAR IS RB1A(CA) ON STREET LIGHT LOWER TO 7' CLEAR RS R28A(S)(CA)(L +R) "BIKE LANE" & PM BIKE LANE ARROW (Typ) lYPE VI (Typ) PM @ 115' CLEAR SPACING --- 0 R4-7 N-1 (CA) 12' 12' 12· 12' 12' <o - - - -....;:.I04-_.,_,_ __ 12· 0 12· 0 12· ~ 0 12· 0 - 16' R4-7 N-1 (CA) 12· ----0 12' ---- <o IC) R4-7 --"k-11 3.+~~~~o~~o::'....i1~3•-====1:.:2~si:..+;:oo".::d==-=-..±===-:l-c= 130+00 ~~ 0 012· c:i 12' ------------. 12· IC) 12" WHITE PM LIMIT LINE (Typ) 1 o· 12' -------------12' -r-,;: Iii l ' "'la IC) -'\.--~-------"--" -----""---"-" --+---+--------l------"cci .. .______ __ _,, 131+00 ------0 13 +00 --------------------- •--' 4.05' ---11· ...... --" -----11· -----------12· --. ------ --- -----13' ---------- - - - - - - - - - --------., -7J5+oo -- ------,._____ --------- ------ - ----25' ---12' --.__ --12· --~-405' 7J' ,_ 1 C/J ff1 C/J I EXIST CF XIST CllY R/W CB " -l---------''---1--il-"l< .... ~~~1o~•===--l.c~1t"'~:f, r -\-\ - ' 1 "BIKE LANE & BIKE PM LANE ARROW (tYP) 38 9 100' 12 R4-4 ON NEW POST PM "BIKE LANE & BIKE LANE ARROW (Typ) R9-3(2) ON SIGNAL POLE RS R9-3(2) ON SIGNAL POLE IS 1 LEGEND AND CONSTRUCTION NOTES 0 EXISTING TO REMAIN INSTALL INDUCTIVE TRAFFIC LOOP P£R CNB DWG. NOS. 923-L-A AND 923-L-B 6" WHIT£ DIAGONAL LIN£ @ 40' SPACING INSTALL S/GN(S) AND POST IF R£QU/R£D AS NOT£D REMOV£ AND SALVAGE SIGN AND POST AS NOT£D REMOV£ ALL EXISTING CONFLICT/NG TRAFFIC STRIPING, MARKING, ARROW OR CHANN£LIZ£R AS NOT£D, INCLUDING RAISED PAV£M£NT MARKERS, INSTALL CALTRANS STRIPING DETAIL P£R NUMBER NOT£D, INCLUDING INSTALLATION OF RAISED PAV£M£NT MARKERS (THERMOPLASTIC). ALL LAN£ LIN£, C£NT£RLIN£ AND £DG£ LIN£ WIDTHS SHALL B£ 4 ". INSTALL PAVEMENT MARKINGS OR ARROWS AS NOT£D. SIGNALIZED INT£RS£CTION PROPOSED SIGN EXISTING SIGN EXISTING WIDTH PROPOSED WIDTH £XIST EXISTING PROP PROPOSED SNS STR££T NAM£ SIGN Typ TYPICAL VAR VARIABLE (S) CALTRANS MODIFIED TYP£ £ LOOP D£T£CTOR Q CALTRANS TYP£ £ LOOP D£T£CTOR ~ CALTRANS TYP£ D LOOP D£T£CTOR 0 6' X 8' LOOP D£T£CTOR -~~ , I {> ~ E:. E G77-4(CA)(MOD) "73 RIGHT 2 LANES" 12 G20-5(CA) "73 NORTH RS RIGHT LANE" VILAGGIO SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL B£ IN ACCORDANCE WITH TH£ PROJECT SPECIAL PROVISIONS TH£ STANDARD SP£CIFICAT/ONS FOR PUBLIC WORKS CONSTRUCTION (GR££NBOOK), 2015 EDITION AND ALL SUPPL£M£NTS, TH£ CALTRANS STANDARD PLANS, DAT£D 2010. TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL D£V/C£S (CA MUTCD. R£V J) DAT£D JANUARY 2014. TH£S£ PLANS AND TH£ CITY OF NEWPORT B£ACH STANDARDS AND POLICIES. 2. TH£ LAYOUT FOR ALL PROPOSED PAV£M£NT WARNINGS AND/OR TRAmc STRIPING SHALL B£ "PR£-MARK£D" AND/OR "CAT-TRACKED" FOR INSPECTION BY TH£ £NG/N££R OR TH£IR R£PRES£NTATIV£ PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. J. TH£ £XACT LOCATION OF ALL P£RMAN£NT PAV£M£NT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAG£ SHALL B£ ACC£PT£D BY TH£ £NG/N££R OR TH£/R R£PR£S£NTATIV£, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAV£M£NT MARKERS" OF TH£ SPECIAL PROVISIONS. 5. UNLESS OTH£RWIS£ NOT£D, FINAL STRIPING SHALL R£FL£CTORIZ£D THERMOPLASTIC AND APPLIED P£R TH£ SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL B£ P£R TH£ SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STR££T LIGHTS WITH NEW BRACKETS AND STAINLESS ST££L HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CL£ARANC£ TO BOTTOM OF SIGN (£XC£PT R26 OR R2B SIGNS) S££ CITY STANDARD DRAWING NO. 924-L 7. TH£ CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY W£T SANDBLASTING OR OTH£R METHOD APPROVED BY CITY. 39 t.14-5 t.14-5 G2B-2(CA)(73) IS t.13-1 t.16-3 (ON STREET LIGHT) E CllY GUIDE SIGN RS G2B-2(CA)(73) t.13-1 t.16-3 EXIST CF EXIST CllY R/W 8. BUFFERED BIK£ LANES SHALL INCLUDE DIAGONAL STRIPES B£TW££N BIKE LAN£ AND BUFFER STRIP£. TH£ DIAGONAL STRIP£ SHALL B£ 6 INCH WHIT£ AT 45 D£GR££ ANGL£, AND PLACED AT 40 FOOT INTERVALS. 9. UNLESS OTH£RW/S£ NOT£D, INDUCTIVE LOOPS SHALL B£ 6' CIRCULAR CALTRANS TYP£ £ OR MODIFIED TYP£ £ AND C£NT£R£D IN TH£ TRAVEL PORTION OF TH£ LAN£ PLAC£ LIMIT LIN£ LOOPS IMMID/AT£LY IN ADVANCE OF CROSSWALK OR LIMIT LIN£, IF NO CROSSWALK. NEW STRIPING SHALL B£ LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. S££ CITY STANDARD DRAWING NOS. 923-L-A AND 923-L-B. 10. RB1(CA) SIGNS TO B£ 12"xB" R26AS(CA)(MOD) AND R2BA(CA)(MOD) SHALL B£ 18"x24" 11. INSTALL BLU£ R£FL£CT/V£ MARKERS AT £V£RY FIR£ HYDRANT P£R CITY STANDARD PLAN STD.-902-L. 12. PAVEMENT MARKERS AND TRAFFIC LIN£ DETAILS SHALL B£ P£R TH£ 2010 CALTRANS STANDARD PLANS. 1 J. CROSSWALK WIDTHS AR£ M£ASUR£D INSID£ TO INSID£. M4-5 RS G2B-2(CA)(73) M3-3 M5-1(R) M4-5 IS G2B-2(CA)(73) M3-3 M5-1 (R) (ON STREET LIGHT) RECORD DRAWINGS 1 IS R4-4 PM "BIKE LANE & BIKE LANE ARROW (tYP) 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. t.14-5 G2B-2(CA)(73) RS t.13-1 t.16-3 "FWY ONLY" @ 25' CLEAR SPACING PM 10· 10· CROSSWALK DETAILS SCALE: 1 "=40' BP C-7183-1 E ., en 0 C 0 ·c 0 E E ~ N "' "' .::::. IX) .::::. N "' " -c ..., ::, (D en < I "' .5 C. ·c .... V> -c C 0 "' .5 C "' iii )., en .... ,-------------------------,-;::;::=~------,-r-----r------------------.-----r.:=-:==-------,-----------------------------lal PREPARED BY: REVIEWED: REVIEWED: ..c: ~WORKS ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 ~~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME ANTONY BRINE, RCE 45521 CITY TRAmc ENGINEER DESIGNED: DRAWN: L0, 12-3-19 RC MS CHECKED: DATE: ..;.;.a.t-::-:':'"----"9-=~-----I-R-EC_O_RD_D_RA_WI_N_G ____________ ---4 __ --IDATE __ 0=1~/1~7~/1=9 __ _ SIGNING AND STRIPING ~ ., MACARTHUR BLVD IMPROVEMENTS ] ~ [FROM STA. 124+00 TO STA. 137+00] ~ t---------------------,,----------liri CITY OF NEWPORT BEACH R-6081-S ~ PUBLIC WORKS DEPARTMENT I-S-H-EE_T _1_4_0F_1_5---15, .._ ____________________________________________ 1.... ________________________ ....J ___ _.a:::.L_...::.:.L.!.!..L..:.::.I....-.I....---..L-----------------.l...--...L--------....l.-------------------....l.--....:..-=---.:..:::....Ja; NO. DATE MM 01 17 19 DESCRIPTION OF REVISIONS APPROVED -.:::I" ...-- I-w w I en w w en ,&.,,...,.._...,,.~~,..._,...-.,,....,,.....,....,,,-..,,-.,,....,, ..... W11-15 ON NEW POST IS\-----~-\\-:\ t} \ R26AS(CA)(MOD) ON STREET UGH E R2-1 (55) EXIST CllY R/W 12 13' R28A(S)(CA)(L +R) 38 328' PM lYPE VI (Typ) @ 115' CLEAR SPACING JOIN EXIST STRIPING R4- N-1( R6-2( lYPE IV ( 15' 12' 110· 12· --- ____________ .,_ ___ ---\ 12' --- 12' --- 13' ,_ J: (9 -0:: ~ 0 co ~ ffj Cl) ll') ""1o -" M4-5 G28-2(CA)(73) M3-3 M6-1 lYPE 1(10) 12 6" WHIII:. "'" ,~v, --. _ 12 CALTRANS R/W 108' CALTRANS R/W 50' 4" WHIT LINE (Typ "FWY ONLY" @ 25' CLEAR SPACING PM "BIKE LANE" & BIKE LANE ARROW (Typ) PM EXIST EP "RAMP METERED WHEN FLASHING' JOIN EXIST STRIPING E 151+73.5 R3-4 R4-7 N-1 (CA) 0' 4" WHITE INE 38 152' R3-7 E SG42-12(CA) "TEMPLE BAT YAHt.1" 38 239' EXIST CllY R/W R4-7 E N-1(CA) R6-1(R) EXIST CITY R/W EXIST CF (£] SG32(CA)(MOD)"ARROYO PARK" RS G81-24(CA)(MOD) TOURIST GUIDE PE IV(R) yp) 18) PM "SIGNAL AHEAD" @50' CLEAR SPACING (Typ) 8 12' 12· CB ------------ CALTRANS R/W ----------~ $ 38 66' 12' 12' 12· ~-- --~ -----~ ~-----.J ~ ~ .[J______ iv--12' ~ ---.!;:!,. ----__ ----~ ~ -----12, --"""-"!._ ~ -----~ ---~ -~ ------- ri--------- 12· $ 0 405' 146+00 ·-===~=cc===t7--+-----------~+oo TO X-WALK 12' -----J • ----12· --ijj co 12· --------------ffj ~ ------------ ll 25 MACARTHUR BLVD JOIN EXIST STRIPING EXIST CllY R/W 12' -,~------- 12' -12' - 10' -- 12 6" WHITE STA 145+92 TO 148+36 CALTRANS R/W E G92(CA) G28-2(CA)(73) M3-1 M6-2A 249' 242 --- ----V-DIT i -- ----------. 12· - EXIST EP Cl) LEGEND AND CONSTRUCTION NOTES EXISTING TO REMAIN G92(CA) G28-2(CA)(73) E M3-1 M6-2A(R) 0 INSTALL INDUCTIVE TRAFFIC LOOP PER CNB DWG. NOS. 923-L-A AND 923-L-B 6" WHITE DIAGONAL LINE @ 40' SPACING INSTALL S/GN(S) AND POST IF REQUIRED AS NOTED REMOVE AND SALVAGE SIGN AND POST AS NOTED REMOVE ALL EXISTING CONFLICT/NG TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS, INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC). ALL LANE LINE, CENTERLINE AND EDGE LINE WIDTHS SHALL BE 4 ". INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED. SIGNALIZED INTERSECTION PROPOSED SIGN EXISTING SIGN EXISTING WIDTH 12' PROPOSED WIDTH EXIST EXISTING PROP PROPOSED SNS STREET NAME SIGN Typ TYPICAL VAR VARIABLE 6) CALTRANS MODIFIED TYPE E LOOP DETECTOR Q CALTRANS TYPE E LOOP DETECTOR SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 201D. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD. REV J) DATED JANUARY 2014. THESE PLANS AND THE C/1Y OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. J. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR S/GNAGE SHALL BE ACCEPTED BY THE ENGINEER OR THEIR REPRESENTATIVE, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTOR/ZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS) SEE CITY STANDARD DRAWING NO. 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAmc STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY CITY. RECORD DRAWINGS ~ CALTRANS TYPE D LOOP DETECTOR 0 6' X 8' LOOP DETECTOR 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. 1 O' 10' CROSSWALK DETAILS 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E OR MODIFIED TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE PLACE LIMIT LINE LOOPS IMMID/ATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NOS. 923-L-A AND 923-L-B. 10. R81(CA) SIGNS TO BE 12"x8" R26AS(CA)(MOD) AND R2BA(CA)(MOD) SHALL BE 18"x24" 11. INSTALL BLUE REFLECTNE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD.-902-L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 1 J. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. SCALE: 1 "=40' BP C-7183-1 E ., en 0 C 0 1: 0 E E a. 0) a ui "' " ""C ..., ::, (D en < I "' .5 C. ·c .... V> ""C C 0 "' .5 C "' iii )., en .... .----------------------------,,----------.----r-----r-------------------.------r---------"""T---------------------------a: REVIEWED: REVIEWED: ..c: PREPARED BY: ~WORKS ENGINEERS 3151 Airway Avenue, Suite T-1 Costa Mesa, CA 92626 (714) 966-9060 ~~ MARIE MARSTON, RCE 38798 DESIGN ENGINEER'S NAME ANTONY BRINE, RCE 45521 CITY lRAmc ENGINEER DESIGNED: DRAWN: A ~=~----R_C~=-----M_Si-=L!.:,=1 =-+-12_-_3-_1_9---lf--R_Ec_o_R_D _D_RA_WI_N_G ____________ ---1-----1 DATE -~01~/1~7~/1~9 __ _ SIGNING AND STRIPING MACARTHUR BLVD IMPROVEMENTS ~ ., ,;:: ""C 0 ~ [FROM STA. 137+00 TO STA. 151+44 & SR-73 RAMP] ~ --------------------.--------iri CITY OF NEWPORT BEACH R-6081-S ~ CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 15 OF 15 5, MM 01 17 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED .._ ____________________________________________ .._ ________________________ ___. _____ _._ _ ___,.....,....,_,.,__.._ ___ .._ _________________ .._ __ _._ ________ ..... ___________________ ..... ______ __,a; 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6095-S C-7433-2 RECORD DRAWINGS 3 TYPICAL SECTIONS N'LY R/W I N'LY R/W I 1101 (56') (36 ') (73' & VARIES) ~ I I I (6 ') !VARIES) (56 ') ~ 37,.. :---._--=,__ BISON AVENUE STA. 97+83.63 TO STA. 98+63.63 NTS S'LY R/W I (VARIES) (791 S'LY R/W I 118.5 ') 165' & VARIES) •146' & VARIES) (17.51 I I (5 ·i z 0 , 1---------{6 71------1 BISON AVENUE STA. 101+94.25 TO STA. 105+81.31 NTS These Record Drawings hove bean prepared baaed on the best C1YC1loble Information. While this l'lformation is belillWld to be reliable. City of Newport Beach is not reaponBible for its accuracy, nor the ,mn or omiHians which may or may not hove been lncorpCll"(ltld into th11e plan1, • THE SOUTHERLY SIDE OF THE BISON AVENUE BEGINS AT STATION 102+27.85 N'LY R/W I (18.51 N'LY R/W I !VARIES) (46' & VARIES) IVAR.) ''"'-w- ~ ;-' ::>a "' \!! z i5 , ~ I (79 ') I I I (V R.l (VAR.) (45') 6 1---------{6 71------1 t----46 71---~ 7 BISON AVENUE STA. 105+81.31 TO BAYSWATER (STA. 108+03.39) NTS (85', 92', & VARIES) (79', 86', & VARIES) (17.51 S'LY R/W I S'LY R/W I CONSTRUCTION NOTES © COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. 0 CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. I (18.5 ', 25.5 ', I (45') (121 (14' (12 ') (45') (17.5', 24.5', & VARIES) ')..~°I• iO c,.'!."/. "" o_ "" ~ ~ ...J f-. ::::, ::::, 0 "' "' Q Q Q~ o_ z z ::J 0 i5 , • , .; ::::, 0 '5 "' 1 85 9= o_ f-...J ::J f-' ::>a ' I C!l 0 I~ ,ss I 6 "" o_ w-f-...J f-. ::::, 0 "' & VARIES) 6 7 1---~6 71---~ 7 BISON AVENUE BAYSWATER (STA. 108+03.39) TO PCC BRIDGE (STA. 109+59.88) NTS ~ 3 "O .ii tl ,), 0 C C Q. I g ! ~ 'e Z C 0 o F= C ;, ~ :::J C ffi g <-I 4 '" "' 0: 0 f-C z !l !,! ;> ~ ~ <( ~ a_ I ~"! ii: ~ □/ ~ VJ C j "i 0 ~ I "<> U / z g z "' <~ "' "' " "' z ..,. < :;: -/ ~ -~ o -0: g ~---~------------~---------~---------~-~----~------------------~~--~---------~-----------------------------~~~ REVIEWED: -' ;!; Stantec :? jl,_ :.: ~ BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND !! ~RCE 82033 SAN NICOLAS PAVEMENT REHABILITATION u1'" ASSOCIATE CIVIL ENGINEER ~ ~ 1--------------------------~-------lz o DESIGNED: DRAWN: 'f' 12/16/18 RECORD DRAWINGS ~ JWW/DML/AEC DML/AEC L'....',. 09 /09 /19 >----------l < t 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IR\INE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVlSION OF: 'Af~ 09/09/19 JE EY W. WILKERSON R.C.E. 63466 DATE CHECKJW~ MRH DATE:09 09 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ ~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~----------~---------------------~------~"'- 4 DETAILS 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6095-S C-7433-2 RECORD DRAWINGS (El CURB & SIDEWALK (Pl CURB RAMP INTEGRAL CURB AND PCC PAVEMENT NEW CURB & GUTTER OVER COMPACTED BASE MATERIAL OR SUBGRADE. NEW CURB & GUTTER OVER COMPACTED BASE MATERIAL OR SUBGRADE. SAWCUT LINE • •. ·_. ·": -~~- CURB WITHIN PCC PAVEMENT SCALE: NTS O" LIP WIDTH PER PLAN 2' UNLESS OTHERWISE SHOWN _[ SURFACE AND LEVELING COURSE PER PLAN . • .' • • ~ ~ • I ACP " • ~ I AC, (1" 11-IICKER THAN EXISTING! OVER RECOMPACTED BASE MATERIAL OR ~1----L-SUBGRADE. A A ')0 >0~~~~ ~~ / /)/>,»>)'./ /,%'.,>)'./ /,»>,» /, /, / /,~ ADJACENT TO NEW PCC IMPROVEMENT WITH EXISTING AC PAVEMENT THICKNESS GREATER THAN GUTTER DEPTH O" LIP . . 4-,. WIDTH PER PLAN 2' UNLESS OTHERWISE SHOWN _[ SURFACE AND LEVELING COURSE PER PLAN . ADJACENT TO NEW PCC IMPROVEMENT WITH EXISTING AC PAVEMENT THICKNESS LESS THAN GUTTER DEPTH AC (TO BOTTOM OF GUTTER PAN OR CROSS GUTTER! OVER RECOMPACTED BASE MATERIAL OR SUBGRADE. ____ PA_V_E_M_E_N_T_R_E_P_A_IR_D_ET_A_IL_S ___ -----<04 SCALE: NTS These Record Drawings hove bean prepared baaed on the best C1YC1loble Information. While this l'lformation is belillWld to be reliable. City of Newport Beach is not reaponBible for its accuracy, nor the ,mn or omiHians which may or may not hove been lncorpCll"(ltld into th11e plan1, ~ .., i ,), 0 C C Q. I g ! ~ 'e Z C 0 o F= C ;, ~ :::J C ffi g <-I 4 '" "' 0: 0 f-C z !l !,! ;> ~ ~ <( ~ a_ I ~"! ii: ~ □/ ~ VJ C j "i 0 ~ I .., U / z g z "' <~ "' "' " "' z .,. < :;: -/ ~ -~ o -0: g ~---~----------~-------~--------~-~---~----------------~--~--------~----------------------------!~~ REVIEWED: -' ;!; Stantec :? jl,_ :.: ~ BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND !! ~RCE 82033 SAN NICOLAS PAVEMENT REHABILITATION u1'" ASSOCIATE CIVIL ENGINEER ~ ~ 1-------------------~--------lz o DESIGNED: DRAWN: 'f' 12/16/18 RECORD DRAWINGS ~ JWW/DML/AEC DML/AEC L'....',, 09/09/19 >----------l "'t CHECKED: DATE: DATE APPROVED DATE:_______ i5 ~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IR\INE, CA 92618 (949) 923-6121 FAX UNDER TI-IE SUPERVlSION OF: 'Af~ 09/09/19 JE EY W. WILKERSON R.C.E. 63466 DATE JWW MRH og og 19 NO. DESCRIPTION OF REVISIONS SHEET OF !1!'" >----------------------------------------------~--------------~-------~--~-~-~~~-~---~----------------~--~--------~------------------~-----~"'- 9 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6095-S C-7433-2 RECORD DRAWINGS STREET PLAN FROM STA. 97+83.63 TO STA. 104+50 BISON AVENUE PAVEMENT REHABILITATION 0 ·-CONSTRUCTION NOTES 0 r---8 ·w:. v, +------------+--------------t ------n"7' -rni----~5-_I -=-~----:,,:e • · ...:. ~ ~ n ci .LO ® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. 120 m +m ./ '-" - • \ \ , . ' 1.1£101 I .IJ 1H'7-l ,-,.... I '--' \ L-..., \ I I I , / • ..-, re "' . ~ 4' ro ..-, . m ~· ---+----t--------------+-----------t-----------;". N '° - _ I -L. LL .,,-- =t= :st 0 - 120 f- a- (j) CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS TO A DEPTH OF 8" AND CONSlRUCT 8" FULL DEPTH PAVEMENT SECTION. TOTAL PAVEMENT SECTION SHALL BE 8" THICK. BASE COURSE SHALL BE 5' THICK. LEAVE 3" FOR LEVELING AND SURFACE COURSES. l-!__70 -..--- +------------+--------------t------------+--------------t------------+---------------t------------+---+--------------1t------~~-.. •.,,.._-:1.2s"'.l),f' ·i;;;;::1 -=r:::;;J;:~9%}:t::t::=====+============+=======1 t------------+--------------t------------+--------------t------------+--------------t------------+--+--------------11-----------=-~-11-="<-=-,2.Jg .. ---.:..::. ...... @ REMOVE EXISTING IMPROVEMENTS TO A DEPTH OF 9" AND CONSlRUCT 9" FULL DEPTH PAVEMENT. TOTAL PAVEMENT SECTION SHALL BE 9" THICK. BASE COURSE SHALL BE 6" THICK. LEAVE 3" FOR LEVELING AND SURFACE COURSES. 1----------+----------+--w,:_>---------+-----------+---u--------+----------+----<--H-------+--.L......f-:)fl-Sfl N G-N-!\::1-EG-(-"f fl;-;1----------+------------+----------+--------< @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. "' ,_c) a...... :==:: o ~ mLO. ot11 t-----------t------------t-o,~ '-'1 o .fr) : :;;j: o . -r=:: o Ei ~-l"")'--------+-----------+---~+--h":3--'of·+,of,------c3-o·I •• o ff) -0 L[) LO I • + c.::,--+ :;::::: LO-----?;__ O C/l DISPOSITION NOTES +------------+--------------t-+-----,..._""+·"';::----ri>+ ·m ' m ~ * ..-..--~-----.=-..-~ .(0 :-::::: t--co'C=======3°t-ti:=:=:=:=:§±~"'E=:=:=:=~5::=:=:=:=3=ci :=:=:==t:=:=:=:=:=:=:=:=:=:=:=E:=:=:=:=:==:j ~---1.J·l~+---+-·--~,-07 -m .-m o, .-"'9.%) .... -'tt:86%} ~55,:;o,1,,---~,_.-0-,--:e-H;S~----~~== .J.-1~ ~-; ;; LL : 1 ~ PROTECT IN PLACE !ITEM PER PLAN). 120 ---o, I"") ..L..... 0 • r • T..,...: • ,......, -r 1 -_...._ • 11 ... I I I I I I I 120.1-&DJ [I] [fil Lt. rn REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE RING, FRAME AND COVER TO GRADE. REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. CURB RAMP TO BE RECONSTRUCTION PER SEPARATE MACARTHUR BLVD. & UNIVERSITY DR. PAVEMENT REHABILITATION PLANS BY OTHERS. -~----------+------------+---<B"'1-=------------1t--------------+---=w4="'~-------+------------+-------------+------+-±i-i - • "1 O LL O ~ "' C/l Lt. [ill REMOVE EXISTING AND INSTALL NEW METROPOLITAN WATER DISTRICT WATER VALVE BOX TO GRADE. 0 .LL ·•=-00 --a, 0 C. ----: -o _ o _ ~ ~-m .:r·=-;;:; N o .o::, ~[""') F. N N ~. m--i-o ch •Q +~ ~ ~ . .-a:> ..--co ~... :::;.; .-m ..- ~o -coco ·- + • -~ - '0.90%l--f-1 AQ -' fl:54,-, " 0 "' c5 ' = "' -0 LL ... ~ Qi;.._ N ..._, '"'0N LL -~ /4,-... O= _ De• II I I I I I __., I I I <, REMOVE EXISTING AND INSTALL NEW MESA WATER DISTRICT WATER VALVE BOX TO GRADE. UTILITY COMPANY NOTES '120 7 ~ l- ✓ • .88 ---· o, . 0 .-LO .(h • a .C/l '1201-(D ADJUST GAS VALVE BOX TO GRADE BY SCG. ' ----.:.-· 1----------+----------+------------+----------+------------+----------+------------+--~'-+-=)(-t-s-"flNG-5-'l:1-ME 81-AN-FS-(-f¥P-:-:1-----+--------11------+----------+--------1 120 _,r l l _-. -· 1------------1-------------1--'->.-,----------14"~-· \ \ 1----------+----------+---~'-+--:)fl-SflNG--5-'l:1"-EE~(-T-'fP-:-) These Ri,cord Drawi'"lgs have been prepared ~sell on the best mialllmle i'"lformatlan. IW,lle this hformatiai Is believed lo be reliable, City of Newport Beach ls not responsible for Its occ1ncy, nor the emn or omlalons which moy or moy not haw been lncapcrcted Into these plans. 98+00 99+00 - 0 "' o-\-J Jl.3 -- = )fl-5-T-IN V s 'L ¥ E G (-f¥P-:-: / 100+00 101 +00 102+00 103+00 v V MACARTHUR BOULEVARD 0 --120 f- LO.:!. -. Ol.i... -t-1,..a,_· ----•"",•+·•~,r--;:::-::-::-::-::-::-~o.;;.•1:;""";~::-::-::-::-::-::-::-::-::-::-~::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-::-~::-::-::-::-::-::-::-::-::-::-::-::-~ o-+ =r-(0 :,t", .• _.,_ ___ .... e-,~_o+------+------------+-------i __ ----------t--------------1 SCALE: ---:::::1-2'-24%) HORIZ: 1 "=40' 104+00 ; ~ +o ~,.... 0 I-,.... w ww ~I ...J (/) Iw Ow ~ (/) ~ VERT: 1''=8' PAVEMENT LEGEND ~7 L, _______ _J ~I r \ .. \\\ .. :\ \\.J FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK PAVEMENT SECTION 40 Ll --N► GRAPHIC SCALE 0 40 SCALE: 1" = 40' 120 I ~ .,, .., • "' 0 ~ C C Q. ~ I a z ~ 0 u SC C ~ El ;! Is ~ -~ :I: 4 w "' 0: 0 >-C z .2 !,! ;lo w . >. c(~ o. I ~j i:2 iii 0 / "' ~ .5 _, . o E :I: .,, 0 / z g z ., <( r-- "' JI 0 ~ ~~ . / ~ -~ o -0: g "'/ ,___--------------------------------------------------------------~-------------------------------------------~~~ ~ R™~: o Stantec ?"-°'Ess,~ ;? ?4:\ 'IL Wit,t ~ ~6l ~ -"' ,q,: '1>~-:,: . • . sJ ;;, 38 lECHN0LOGY DRI\£ (949) 923-6000 TEL {§ s O Is\ z ~ IRl/1NE, CA 92618 (949) 923-6121 FAX °' ~ z "' < 5 BEN DA VIS RCE 82033 "' .. * No. 63466 * ~· ~-. UNDER THE SUPERVISION OF: ASSOCIATE CIVIL ENGINEER "' " w&(Jl.lYY"\ "' :,,-1-------------------,--------1 z o ~ CM-~ DESl9~ED:, DRAWN: / /.;'\ 12/16/18 RECORD DRAWINGS '!;' 09/09/19 l"<orct,.\Jo'I' JWW1DML1AEC DML AEC ~ 09 /09 /19 1---------1 : r JErJ REY W. WILKERSON R.C.E. 63466 DATE CHECKJWvV/MRH DATE:og/og/19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF f;l <::. ~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~---------~~---------------------~------~ffi ~ 10 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6095-S C-7433-2 RECORD DRAWINGS STREET PLAN FROM STA. 104+50 TO STA. 110+50 BISON AVENUE PAVEMENT REHABILITATION ,04°F51);1)0 1.05,1--00 . .0n 1-----------+--------1 '-"":;"-----11.1:!_.B2J-f-S~7 no:n r ,s 105-+-5o.on ,, ,ro9:5srF~ Im "-CONSTRUCTION NOTES f£ Cl '\ \-L.riu..,, --_ o_o=; \ L-L. --I O T " ~ 1-,.,-;;;~-----,~-------+-c----+---------------11-------------+---------------11-------------+------------1-----------t 0 CD 0 --(/) 1-----------+--------ll---l'------l--------""'--°"··~--i-/." -~ a 1------------+--------11---'----------------+---------~--•~-~-J~~-.----- ... 0 == <O <O "' ~ ;,.; "' u.. @ COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. (j) CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB 0 105 t_ '"l ,, - --• 'OJ "' , r A I .l I I I., 1\1 I I lllLll\J rl ll lt...., ' -Ja a, ...., -"'-co ,::; 0 "':!) ui ':! _......:. ~I - --!.~ • .'.l/~~-----1~~---=0=+;;1--__,.,ms,~--------+------------+------------+------------+---------------1----------< -1-?.59zi=_ -0 - 105 f-- RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. STD-181-L -8 (CASE Hl. @ REMOVE EXISllNG IMPROVEMENTS AND CONSIBUCT 4" THICK PCC CURB RAMP WITH IBUNCATED DOMES PER CNB DWG. NO. STD-181-L-A AND ADJACENT 8" PCC PAVEMENT OVER 4" CAB. i------------+--------1 ,__,o,,_,_-___ ~"',,"-~----------+---------+'----+-----------+-------------+-----------+-------------+-----------+------------+------------+----------< .------!_ oui \ @ REMOVE EXISllNG IMPROVEMENTS AND CONSIBUCT 4 • PCC SIDEWALK PER CNB DRAWING NO. SID-180-L. l--------------l---------/·J-------'i~+~~-========.,..;crt<O::====:o;;t"-CL=======l;==:::t==========::t:=========i:::::~*Zi-1~itl'fiii\NMG~N~-~·t::¥~:i:MVE=18:.)1\~-A:ri-N--i =iE=tG~(~fl -i:~L. ;i===================t=====================t=====================t=====================t===========:::1 / o .----a ---~---~"'..,+="-"--------1--,_ ____ u 1-------+---------+---+------------+-----------+-------------+-----------+-------------+-------< ---------,--k--1--.._, l"1 · -0 ·t:,1 u:r U . "' ... ... a,. 0 N-'m 0) o_ 105 _f- DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN) . [j] REMOVE EXISllNG AND INSTALL NEW STORM DRAIN MANHOLE RING, FRAME AND COVER TO GRADE. (I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. [§] t==========::t:==f-~~-r:='tj~8 --~----1-------------+------------+-------------+------------+-------------+------------+-------------+------------+------------+--------1 I I • ~-o o _ rn REMOVE EXISllNG AND INSTALL NEW TRAFFIC SIGNAL OR STREET LIGHT PULL BOX TO GRADE. UTILITY COMPANY NOTES I I I I I ... ... ' ~ ,e,_::;.i:===:;o~:,~~~========~oj:j:._(/)~=--=--=--=--=--=--=--=--=--=i.,t,,_=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=+t...=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=+t...=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=+t...=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=+t...=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=+t...=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=+t...=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=+t...=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=+t...=--=--=--=--=--=--=--=--=--=--=--=-,::1 ..., (/) --... <O "' -0 0 <O sf =r--~ , • .----.----tO ,.,,, -l------t-=.c~·8_5:.;.:%,t,~::1~::::--~'-Q-c-,4--4-%)-~-c5 _::; I I 0 . . -u CD (/) ... "' ,1,"" co -<O "' (j) ADJUST GAS VALVE BOX TO GRADE BY SCG. I 1057 C r A I ."'I I 11\11, -"""' I I r I JI 1\1 r _""'\ I I TI . I 0 u.. 0 _;;; ..,, "' ci,N ~-·1· ,,.. a, u.. ::c=o~------+------------1-------------+------------+-------------+--------, , I I e-.I±, -,-I C"-/ ·~··~ ~(/)====;:;;:j:ia:====t==========t========L'.".lxl'::,;:j:'.:':_~rr;JJ~~tf-,3:::::'::·'b:::i~M~-W~-~)lA~.N~=-b:1:~::'-~+~:'('::f".'U::'.:'1':j'.:'=========:::t=========:::t=========::t:=========t=========t=====:::j ... , .. , 0 ~ -... i------------;--------t t-ci:-.,.1,co------eao<"l"'c"~----';<o-·u: (/) ..1. u.~ 0.,.... 0 '° -o,~----,n--,.hai'._----~o - "' "' "' "' ...c ·-,.... (!'. 0 Pl oi - DC 0 ,. 0 -S T J.d V ;:;.; • ,n 1-L .. H'Zl ("") o ;:t" ~ p1 J'.;~ .Ji,+1-c"-~----<-=1--'1-•~-,__----------l--------------+-----------l--------------+-----------I---------I 1-----------+--------11---------l-----------+-------~~--=a'=-..,•.32-:;;Q.-°"'---+--c,,_-=---10,,,_,-:o::------oli+;1'.2~-_-_-_-_-_-_-_-_-_-_~➔,o -B---=o+"u..=------e <-'l-------+-----------1-------------1-------------I-------------I---------I ,1 ---(-?~Q%.' .--= o ~N o-:=: ,...r·ri:._ o __ 105 I r XI-S:-1\N·,. ,,-,,,_ "'· 1T ii=-1 r ---·::_ (.'>,t .-----'-N "":"'1~ --~u_ I --o-O'l.---.. .,.... :"'I" I ---~ ~-0 •co 105 f-- I --\·L,l O O'.lai SCALE: 1------------+--------11---------1------------+---------------t------------+--------------1----~'-~=-64Q%1----+-------------+-----------+------------+--------------< / HORIZ: 1 "=40' f6 0) + r~ w,.... WW IZ Cl) :J wI w~ Cl) <{ ~ ~ \ / ' '' ., VERT: 1''=8' 105+00 106+00 107+00 108+00 109+00 11 o+oo / 60+00 THE BLUFFS SHOPPING CENTER u THE BLUFFS SHOPPING CENTER 108+03.39 BISON AVENUE = BISON AVE. 50+00 BAYSWA TER 108+03.70 BISON AVENUE = u u CD a. CD 26 -PROTECT PCC PANEL CD u w §§ ~ ~ ~ WITH FH AND BO. oci 26 L.a.J [;; ~ (..) 0::: r---: p O ; ;) ~ P ro :i,i K3/ JOIN EXIST.-P ~ w ~ ':; 6 109+24.9 _[_El R/W SEE DETAIL 1 ;}; ~ ;;:: w ~ ;:!: --;_==i:+-=~, -"'-~ ~ gi li" _ ....---...HEREON'\_1-i ; : ~~ _[ElR/W 1~ ~ ~1//fi/a •., -'-~ ,::::.-:. I/ 7.S'W_ ----E --E- ( ~r\___ °"' ..,. ~ -'°-+--/ • • ~ ~ '-·>-__,__. • •Y/;-fil~-~E ::,:,~E;.::_::~==::~1-f-'\ I"""' \ -"---■---/4 : • I ~~)1:•" KE-" -/-m-. • Ej -, ~ I. - '. 11::1 ¥:I ._ I "< • -:]:¥ E -E ~-· , • ._.J. • , 1 ~of'i l -. ~ p >- > I BAYSWATER (111.13) FS JION EXIST. 110.99 TC 110.49 FS\ JOIN EXIST. \ 0.5% 17 JOIN EXIST. "--a• CF \11o.99 TC \_JOIN EXIST. 110.49 FS JOIN XIST. RAMP DETAIL SCALE: 1 "= 5' PAVEMENT LEGEND l~I r .\.\:\\\I FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK PAVEMENT SECllON 1 " ◄N .. ~ GRAPHIC 40 D 40 SCALE: 1" SCALE 120 I = 40' -l!i - ~ C C Q. ~ I a z ~ 0 u ,= C ~ El ;! Is ~ -~ :I: 4 w "' 0: 0 0-C z .2 !,!;, w . >. c(~ o. I ~j i:2 iii 0 / "' ~ .5 __, . o E :I: ~ 0 / z g z ., <( r- "' JI 0 ~ ~~ ./ ~ -~ o -0: g "'/ ---------------------------------------------------------------~--------------------------------------------<~~ ~ R™~: o Stantec ?"-°'ESS/~ ;? These Ri,cord Drawi"lgs hove been prepared ~sell on the best mialllmle i"lformatlon. IW,lle -"' ,q,: '1>~-:,: . • . sJ ii: ?4:\ 'IL Wit,t ~ ~6l ~ 38 lECHN0LOGY DRI\£ (949) 923-6000 TEL -,;:-,. ,.... {;31.i_j Orr; Z l"l this hformatia'I Is believed lo be reliable. City of Newport Beach ls not responsible for Its occ1ncy, nor the emn or omlalons which may or may not haw been lncapcrcted Into these plans. IR\o1NE, CA 92618 (949) 923-6121 FAX °' ~ z "' < "' BEN DA VIS RCE 82033 "' • • * No. 63466 * ~· ~-. UNDER THE SUPERVISION OF: ASSOCIATE CIVIL ENGINEER "' " w&(Jl.lYY"\ "' :<I' f-------------------.--------1 z o ~ CM-~ DESl9~ED: , DRAWN: j /.;'., 12/ 6/ 8 RECORD DRAWINGS '!I 09/09/19 1'0 0FC/>,l-1~o'I.' JWW1DML1AEC DML AEC ~ 1 1 09 /09 /19 1---------1 : r JErJ REY W. WILKERSON R.C.E. 63466 DATE CHECKJWvV/MRH DATE:09109119 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF f;l <::. ~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~---------~~---------------------~------~ffi ~ 20 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6095-S C-7433-2 RECORD DRAWINGS SIGNING AND STRIPING PLAN FROM STA. 97+83.63 TO STA. 104+50 BISON AVENUE PAVEMENT REHABILITATION N = ~ ~ ~ = N t2 !9 = ~ N = ~ = ~ 0 ~ ~ N = "' _>£) ~ N "' ~ N ---- JOIN EXISTING STRIPING ~ ~ = l£l f-~ ,j} N !9 OM2-2V RM 120 OM2-2H I These Ri,cord Drawi"lgs hove been prepared ~sell on the best mialllmle i"lformatlon. IW,lle this hformatia'I Is believed lo be reliable. City of Newport Beach ls not responsible for Its occ1ncy, nor the emn or omlalons which may or moy not haw been lncapcrcted Into these plons. 99+94.72 BISON AVENUE = 30+00 MACARTHUR BOULEVARD D11-1 E 100' 107 95' 107 I I 140' 119 N N :... --t 0 N - N N "ONL "" R3-3(RTXMODl I I I '1 9+06 I , ' I I I I '/ ', , ' ® --, I I I I R1 BACCA) R8HCAl I R81B(CAl • 102+00 --\"'------ 180' 111 270' 107 103+00 ''BIKE LANE" 100 & ARROW BISON AVENUE PROPOSED STRIPING ALONG MACARTHUR BL VD. PER SEP ARA TE MACARTHUR BLVD. & UNIVERSITY DR. PAVEMENT REHABILITATION PLANS BY OTHERS. 100+27.84 BISON AVENUE = 40+00 MACARTHUR BOULIEVARD G28-2(CAll73l M3-11GREENl M5-HRn<GREENl R3-7 IKE LANE" ARROW RBHCAl RB1AICAl DETAIL "A" ~ l£l 0 0 0 LO -~ --+ ,-.,, N ~ "'2' C\I "' t:; !9 N 0 I-,-w 104+00 N WW . ZI -:J CJ) • ,._ Iw ~ ~ Ow a, N ~ t:; • ~ CJ) N ~ 107110' LEGEND= CONSTRUCTION NOTES W EXISTING SIGN OF TYPE INDICA TIED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ffij] REMOVE EXISTING SIGN OF TYPE INDICA TIED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICA TIED. @ INSTALL THERMOPLASTIC WHITIE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A208, DETAIL 29. @ INSTALL THERMOPLASTIC 12" SOLID WHITIE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE ('MDTH MEASURED INSIDE TO INSIDE). @ INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. SID-902-L. @ INSTALL THERMOPLASTIC 4" BROKEN WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID WHITIE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. @ INSTALL DETIECTOR LOOPS PER CNB sm. DETAIL NOS. 923-L-A AND 923-L-B ON SHEET 25, AND CONNECT TO DETIECTOR LEAD-IN CABLE IN EXISTING PULL BOX. Q29 INSTALL THERMOPLASTIC 4" SOLID WHITIE LEAD IN/ LEAD OUT LINE PER DETAIL "A" ON SHEET 25. ® INSTALL THERMOPLASTIC 8" SOLID WHITIE CHANNELIZING LINE PER CAL TRANS STANDARD PLAN A20D, DETAIL 38A. @ INSTALL THERMOPLASTIC 8" BROKEN WHITIE LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, DETAIL 378. @ INSTALL THERMOPLASTIC 8" SOLID WHITIE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A208, DETAIL 26. @ REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STIEEL TUBING 'MTH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. ®= SIGNALIZED INTERSECTION SIGN LEGEND= NO RIGHT TURN R3-3(RT)(MOD) 18" NO STOPPING ENTIRE BLOCK 24" DETAIL "A" R26A(S)( CA)(MOD) GRAPHIC SCALE ~ " t N ~ C C Q, ~ I a z ~ 0 u SC C ~ El ;! Is ~ -~ :I: 4 w "' 0: 0 >-C z .2 !,! ;> w . >. c(~ o. I ~j i:2 iii 0 / "' ~ .5 MACARTHUR BOULEVARD 40 0 40 120 ..., . o E :I: " (.),/ SCALE: 1'' = 40' z g z ., <( r,. "' JI 0 ~ ~~ . / ~ -~ o -0: g "'/ -----------------------------------------------------------------------------------------------------------~~~ () APPROVAL RECOMENDED: o Stantec ;? ~-\ 'IL W, ';ii "-q,: ~-/-0 }6~--sJ ii" >----+--------+--------------------+----< ANTONY BRINf/RCE 45521 ~::,-~-·· CITY TRAFFIC ENGINEER ., f---------------------------------lz o DESIGNED: DRAWN: /.;-\1 12/16/18 RECORD DRAWINGS '!I JWW DML AEC DML AEC ~ 09 /09 /19 1-----------l : r 38 lECHN0LOGY DRI\£ (949) 923-6000 TEL IRl/1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: NJPw~ 09/09/19 JE EY W. 'MLKERSON R.C.E. 63466 DA TIE CHECKJ'W.v MRH DA TIE:09 09 19 NO. DA TE DESCRIPTION OF REVISIONS APPROVED DA TIE:________ SHEET OF f;l <::. ~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~---------~~---------------------~------~ffi ~ 21 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6095-S C-7433-2 RECORD DRAWINGS SIGNING AND STRIPING PLAN FROM STA. 104+50 TO STA. 110+50 BISON AVENUE PAVEMENT REHABILITATION R6-11RTI 113 20' E W73A(CAl -/'foq)IV(L-; ~ 1~00 310' 119 W74(CAl DETAIL "A" 240'107 0 ~ _,:,-116 IV(L TI~,.:;'!'. N N 100 IV(L TI ''BIKE LANE" 100 & ARROW 111 30' N V) -w ---n: ~ ~ i ~ N = t:, 107240' These Ri,cord Drawi"lgs hove been prepared ~sell on the best mialllmle i"lformatlon. IW,lle this hformatia'I Is believed lo be reliable. City of Newport Beach ls not responsible for Its occ1ncy, nor the emn or omlalons which may or may not haw been lncapcrcted Into these plans. ARROYO PARK(CUSTOMl W74(CAl f- 119 180' "' ~ ;5 ~ - --t ~ N - N • 108+03.39 BISON AVENUE = 50+00 BA YSWA TER 108+03.70 BISON AVENUE = R811CAXON TS POLEl R81 A(CAXON TS POLE) 0 N • "' ~ •• 0 - ~ ,?; ~ N C +o ..,_ ;:,-, N - "' - C ~ N C ~ = ~ :,!; = t:, 100 ''BIKE LANE" & ARROW RBHCAXON TS POLE) -------- 119 100' 110+00 119 115' I W73A(CAl DETAIL "A" JOIN EX. STRIPING LEGEND= ®= SIGNALIZED INTERSECTION SIGN LEGEND= , .. NO STOPPING ENTIRE 240 BLOCK DETAIL "A" R26A(S)(CA)(MOD) CONSTRUCTION NOTES W EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ffij] REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. @ INSTALL Tl7ERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE (WIDT17 MEASURED INSIDE TO INSIDE). @ INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. SID-902-L. @ INSTALL Tl7ERMOPLASTIC 4" BROKEN WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. @ INSTALL DETECTOR LOOPS PER CNB sm. DETAIL NOS. 923-L-A AND 923-L-B ON SHEET 25, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. Q!9 INSTALL Tl7ERMOPLASTIC 4" SOLID WHITE LEAD IN/ LEAD OUT LINE PER DETAIL "A" ON SHEET 25. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38A. @ INSTALL Tl7ERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CAL TRANS STANDARD PLAN A20D, DETAIL 39A. @ INSTALL Tl7ERMOPLASTIC 8" BROKEN WHITE LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, DETAIL 378. @ INSTALL Tl7ERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL Tl7ERMOPLASTIC 6" SOLID WHITE CHEVRON AT 30' SPACING. @ INSTALL Tl7ERMOPLASTIC 4" DOUBLE YELLOW LINE PER CALTRANS STANDARD PLAN A208, DETAIL 22 . Q22) INSTALL RAISED PAVEMENT MARKERS PER CAL TRANS STANDARD PLAN A208, DETAIL 26. @ REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. 60+00 Tl7E BLUFFS SHOPPING CENTER • BISON AVENUE I I BAYSWATER 40 GRAPHIC SCALE 0 40 SCALE: 1" = 40' 120 w 'O cl> • cs ~ C C Q. ~ I a z ~ 0 u SC C ~ El ;! Is ~ -~ :I: 4 w "' 0: 0 >-C z .2 !,! ;lo w . >. c(~ o. I ~j i:2 iii 0 / "' ~ .5 ..., . o E :I: 'O (.)/ z g z ., <( r-- "' JI 0 ~ ~~ . / ~ -~ o -0: g "'/ -----------------------------------------------------------------------------------------------------------~~~ () APPROVAL RECOMENDED: o Stantec ;? ~-\ 'IL W, ';ii ,,_q,: ~-/-0 }6~--~ ~ >----+------+--------------------+----< ANTONY BRINf/RCE 45521 :::,. ~-·· CITY TRAFFIC ENGINEER ., f-----------------------,---------lz o DESIGNED: DRAWN: /.;-\1 12/16/18 RECORD DRAWINGS '!I JWW DML AEC DML AEC ~ 09/09/19 1---------1 "2 ~°' CHECKED: DA TE: DA TE: 38 lECHN0LOGY DRI\£ (949) 923-6000 TEL IRl/1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: NJPw~ 09/09/19 JE EY W. WILKERSON R.C.E. 63466 DATE JWW MRH 09 09 19 NO. DA TE DESCRIPTION OF REVISIONS APPROVED --------SHEET OF f;l <::. ~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~---------~~---------------------~------~ffi ~ 25 SIGNING AND STRIPING PLAN GENERAL NOTES AND DETAILS 25 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6095-S C-7433-2 RECORD DRAWINGS SAN NICOLAS PAVEMENT REHABILITATION These Ri,cord Drawi'"lgs hove been prepared ~sell on the best mialllmle i'"lformatlon. IW,lle this hformatiai Is believed lo be reliable. City of Newport Beach ls not responsible for Its occincy, nor the emn or omlalons which may or may not haw been lncapcrcted Into these plans. / LIMIT LINE OR CROSSWALK PER PLAN / / - LEGEND: I/ l-"11 --"'l"""---,-~1-1 □ 1-¢X DETECTOR INPUT FOR THROUGH PHASES -~0 0 0~ 1-¢Y DETECTOR INPUT FOR LEFT TURN -a_ "' PHASES ~ r= ,;;cl .XB BICYCLE LOOP DETECTOR INPUT -~o o 0:1 0 CAL TRANS TYPE E LOOP DETECTOR 3-•x I 2---1----t--+++ LEFT TURN 0 MODIFIED CAL TRANS TYPE E LOOP -DETECTOR (LEAD LOOPS) --I I LANE THROUGH 0 ' ' @ CAL TRANS TYPE D LOOP DETECTOR 0 I 1-1/JY I ~ I ' I '' 0 1 0 1-\llX I 2-1/JX NOTES: I I LANES It 1-BIKE LANE I I I I I I r i-----EDGE OF GUTTER I ---CURB FACE I I □ I I (3'x6') L UNLESS OTHERWISE INDICATED TYPE E LOOPS SHALL BE 6' DIAMETER AND TYPE D LOOPS SHALL BE 3'x6'. 2. LOOPS SHALL BE CENTERED IN THE LANE UNLESS OTHERWISE SHOWN. PLACE LEAD LOOPS IMMEDIATELY IN ADVANCE OF LI MIT LINE OR CROSSWALK, 3. A MAXIMUM OF 4 LOOP DETECTORS SHALL BE ON 1 DETECTOR LEAD-IN CABLE (DLC). 4. SEE CITY STD-923-L-B FOR CALTRANS MODIFIED TYPE E LOOP WINDING DETAIL. 5. LOOP WIRE SHALL BE TYPE 2. LOOP DETECTOR LEAD-IN O\BLE (DLC) SHALL BE TYPE B. 6. LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PLAN ES-SA AND ES-SB. 7. LOOP SEALANT SHALL BE HOT-MELT RUBBERIZED ASPHALT SEALANT. (II Y ,Ni,INt.c< ll.'110 DATO CITY OF NEWPORT BEACH DEPARTMENT OF PLJBLIC WORKS LOOP DETECTORS 923-L-A USC \V 1TH STA[\UAllU Sl'l:'CIFICATIU'.S FOR l'UULIC WOIZK'> CONSTRUCJ'J0'-1 ===:=Start TWISTED CLOCKWISE INTO A PAIR f) Finish (AT LEAST 2 TURNS PER FOOT) -----,,1" W[NDING DETAIL MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) SAWCUT DETAIL MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) CITY OF NEWPORT IlEACII DEPARTMENT OF PUDLIC WORKS "HST en REVISED LOOP DETECTORS 923-L-B llSE \\'ITH STA)IT>ARD SPECIFICATIONS FOR PUBLIC \VORKS COKSTRl.'CTION SHEET 2 d 2 I 50' I 4" WHITE STRIPE\ I DIRECTION OF TRAVEL DETAIL "A" SCALE: NTS TRAFFIC GENERAL NOTES: L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS , THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOKl, 2015 EDITION AND ALL SUPPLEMENTS, THE CALlRANS STANDARD PLANS, DATIED 2010, THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONTROL DE\11CES (CA MUTCDl, DATED JANUARY 2014 (REVISION 4), THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES, 2, THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKING AND/OR lRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING, 3, THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, lRAFFIC STRIPING, AND /OR SIGNAGE SHALL BE ACCEPTIED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION, 4, MATERIALS SHALL COMPLY WITH SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS, 5, UNLESS OTHERWISE NOTIED, FINAL SlRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PR0\11SIONS, 6, INSTALLATION OF THE lRAFFIC SIGNS SHALL BE PER THE SPECIAL PR0\11SIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE, ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PR0\11DE 8 FT MIN, CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS}, SEE CITY STANDARD DRAWING NO 924-L, 7, THE CONlRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY GRINDING, 8, BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL SlRIPES BETWEEN BIKE LANE AND BUFFER STRIPE, THE DIAGONAL SlRIPE SHALL BE 6 INCH WHITIE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTIERVALS, 9, UNLESS OTHERWISE NOTIED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CAL lRANS TYPE E AND CENTIERED 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 LOCA TIED AND APPROVED PRIOR TO POSITIONING LOOPS, SEE CITY STANDARD DRAWING NOS 923-L-A AND 923-L-B ON SHEET 24, 10, RBHCAl SIGNS TO BE 12 "xB ", 11. INSTALL BLUE REFLETIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L 12, PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CAL TRANS STANDARD PLANS, 13, ALL STICKERS, TAPE, AND DEBRIS OBSCURING EXISTING SIGNS SHALL BE REMOVED, ALL SIGNS SHALL THEN BE CLEANED OF ANY REMAINING ADHESIVE MATERIAL LEFT ON EXISTING SIGNS, IF ALL ITIEMS CANNOT BE REMOVED AND CLEANED FROM THE EXISTING SIGN THE SIGN SHALL BE REPLACED WITH A NEW SIGN OF THE SAME TYPE AND DIMENSIONS, 14, CONTRACTOR SHALL REMOVE EXISTING SIGN POST WHEN ALL EXISTING SIGNS ARE REMOVED FROM THE EXISTING POST AND NO NEW SIGNS ARE INSTALLED ON THE EXISTING POST, 15, EXISTING PAINT SHALL BE REMOVED FROM CURBS TO THE SATISFACTION OF THE ENGINEER OR HIS REPRESENTATIVE, ~ " t N ~ C C Q, ~ I a z ~ 0 u SC C ~ El ;! Is ~ -~ :I: 4 w "' 0: 0 >-C z ,2 !,! ;> w . >. c(~ o. I ~j i:2 iii 0 / "' ~ .5 ___, . o E :I: " (.),/ z g z ., <( r-- "' JI 0 ~ ~~ . / ~ -~ o -0: g "'/ ~---------------------------~----------~-~----~--------------------~--------------~------------------------------~~~ () APPROVAL RECOMENDED: o Stantec ?"-°'Ess,~ ;? ?4:\ 'IL Wit,t ~ ~ -"' ,'le' '1>,;1-,,_ .Ll.' _,:o Zs'-~-~ sJ il: 38 lECHNOLOGY DRI\£ (949) 923-6000 TEL -,;:, ,. ,.,.. ~ ~ {;31.ij Orr; Z o IRl/1NE, CA 92618 (949) 923-6121 FAX °' ~ :z "' >----+------+---------------------+------< ANTONY BRINf/RCE 45521 < 0 UNDER THE SUPERVISION OF: * No. 63466 * CITY TRAFFIC ENGINEER ; ~ " w&t,l,IYY'\ "' :,,-,-------------------,--------; z o ~ CM-~ DESl9~ED: , DRAWN: / /.;'\ 12/ 6/ 8 RECORD DRAWINGS '!I 09/09/19 1'0 0FC/>,\.1~o'I' JWW1DML1AEC DML AEC ~ 1 1 09 /09 /19 1----------1 : r JErJ REY W, WILKERSON R,C,E, 63466 DATIE CHECKJWvV/MRH DATIE:OS/OS/lS NO, DATE DESCRIPTION OF REVISIONS APPROVED DATIE:________ SHEET OF f;l <::. ~-----------------------------------------------------~-----------------~---------~---~-~-~-~~-~----~--------------------~---~----------~----------------------~-------~ffi ~