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HomeMy WebLinkAboutR_6095_SCITY OF COSTA MESA _"'BA"'I.Bo,4 BAkBQA TOPOGRAPHICAL LEGEND -0-POWER POLE 0 SEWER CLEANOUT @ SEWER MAN HOLE @) STORM DRAIN MANHOLE 'Cf' FIRE HYDRANT 13 WATER METER � PULL BOX *"-° STREET LIGHT " WATER VALVE E----GUY WIRE "' SURVEY MONUMENT � SIGN @ VAULT VENT *O TREE nl1 IRRIGATION CONTROL VALVE � CORING LOCATION © ELECTRICAL MANHOLE �//iiiii.::'./d BUILDING ----EXISTING CONSTRUCTION-----PROPERTY LINE NEW CONSTRUCTION CENTERLINE CITY BOUNDARY --o---0---<>--SILT FENCE CONCRETE BARRIER FENCE BLOCK WALL UTILITY LINE LEGEND ... , -SEWER LINE -,,, WATER LINE GAS LINE ' · ELECTRICAL LINE TELEPHONE LINE s TRAFFIC SIGNAL f', -CABLEVISION LINE iP'": SPRINKLER SYSTEI� JOHN WAYNE AIRPORT ;,.] ,%-'1'o "'� "'"" g_-0 . '10 �• e;'<' '. / I , ./". UPPER .D NEWPORT " � BAY "' ' PROJECT LOCATION •· VICINITY MAP NOT TO SCALE . UNIYERSl1Y ,,-PROJECT LOCATION ' \ ) ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE MAX MAXIMUM ARV AIR RELIEF VALVE MEO MEDIAN ACP ASBESTOS CEMENT PIPE MH MANHOLE AC ASPHALT CONCRETE MJ MECHANICAL JOINT AGU ABOVE GROUND UTILITY MIN MINIMUM BC BEGIN CURVE MOC MIDDLE OF CURVE BCR BEGIN CURVE RETURN MON MONUMENT BFP BACKFLOW PREVENTOR MOVC MIDDLE OF VERTICAL CURVE BK BACK NG NATURAL GROUND BVC BEGIN VERTICAL CURVE N NORTH BLK BLOCK NGB NEW GRADE BREAK (SEE PVMT LEGEND) SOL BOLLARD NTS NOT TO SCALE CATV CABLE TV NO NUMBER Cl CAST IRON OC ON CURVE it..C/L CENTERLINE OG ORIGINAL GROUND CB CATCH BASIN PKM PARKING METER CCM CITY OF COSTA MESA IPI PROPOSED CNB CITY OF NEWPORT BEACH CF CURB FACE PPB PEDESTRIAN PUSH BUTTON CL CLASS PE PLAIN END CLR CLEAR PCC PORTLAND CEMENT CONCRETE CLSM COflTROLLED LOW PROP PROPOSED STRENGTH MATERIAL PB PULL BOX CONC CONCRETE PUE PUBLIC UTILITY EASEMENT C&G CURB AND GUTTER RCP REINFORCED CONCRETE PIPE ow DOMES11C WATER RET RETAINING (E)EXISTING RT RIGHT E EA.ST /ELECTRIC R/W RIGHT OF WAY EC END CURVE SCH SCHEDULE ECR END CURVE RETURN S,SS SEWER EG EDGE OF GUTTER sco SEWER CLEANOUT ELEC ELECTRICAL SD STORM DRAIN EVC END VERTICAL CURVE SL STREET LIGHT EXIST EXISTING SSMH SEWER MANHOLE FE FLANGED END SHT SHEET FG FINISHED GROUND SW SIDEWALK FH FIRE HYDRANT s SOUTH FL FLOW LINE SCE SOUTHERN CALIFORNIA EDISON FLG FLANGE SQ SQUARE FM FORCE MAIN STL STEEL FW FORWARD TC TOP OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT G GAS TELE, T TELEPHONE GV GAS VALVE TF TOP OF FOOTING GB GRADE BREAK TS TRAFFIC SIGNAL GE GROOVED ENO ICV IRRIGATION CONTROL VALVE TSP TRAFFIC SIGNAL POLE INST NO INSTRUMENT NUMBER TW TOP OF WALL INV INVERT UGU UNDERGROUND UTILITY IP&T IRON PIPE AND TAG w WEST/WATER LT LEFT W/ WITH w,1 WATER METER PAVEMENT LEGEND DETAIL LEGEND PER PLAN � DETAIL NUMBER � SHEET NUMBER EMERGENCY TELEPHONE NUMBERS AT&T (DISTRIBUTION) CHARTER COMMUNICATIONS CLEAR CHANNEL OUTDOORS COX COMMUNICATIONS CROWN CASTLE ORANGE COUNTY SANITATION DISTRICT SOCAL EDISON TRANSMISSIONS SOCAL EDISON SOCAL GAS DISTRIBUTION DAY 1714) 616-9129 17141 591-4871 12131 305�0045 16191 265-5605 (724)416-219317141 593-732617141 895-0288(714)895-0288(7141 634-3262 PUBLIC WORKS DEPAJlTMENT BISON AVENUE, SAN JOAQUIN HIL.LS ROAD, AND SAN NICOLAS DRIVE PAVEMENT R.EHABILITATION APPROVED: CONTRACT NO. 7433-2PROJ�T NO. 19R21 YL.j)JIJ_. LJM' __ _DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR I ,/ i/11 APPROVED:_�--i ·-"'-�"-'--"-'---fi-'-U'--LtfeJ_,_ __ ·bl--;_L_·1. ___ -�_? _______ _ JA�. HOULIHAN, P.E., DEPUTY DIRECTOR/ CITY ENGINEER SAN NICOL/1,S OR FORD RO LOCATION MAP NOT TO SCALE BONITA CANYON RD ,01<1{"D RD :r- DATE:_{ _J_-�1 l(�--l1-,-, _ DATE: GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE c1n·sSTANDARD 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 A:TUALLOCATION 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 NOTEDOTHERWISE. 4 P CC SHALL BE CLASS 560-C-.3250 5.CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANH8LES)FRAMES ANO COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6.PROPOSED PAVEMENT ANO CURB AND GUTTER SH�.LL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERW SE. 7.ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CA.LLED TO THE ATIENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACERESPONSIBILITY ON 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 ASTHOUGH SPECIFICALLY INDICATED ANO CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS ORORDINANCES ANO LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9.SEE ADDl"DONAL NOTES TO CONTRACTOR ON SHEET 2. CONSTRUCTION NOTES 0 REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB OWG. NO. STD 181 !SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RETURN. SEEPRECISE GRADING DETAILS ON SHEET 6. ® COLD MILL EXISTING PAVEMENT TO 1" DEPTH. 0 COLO MILL EXISTING PAVEMENT TO A VARIABLE DEPTH FROM 3" TO 1" PER DETAIL 2 ON SHEET 4. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB OWG. NO. STD 181 !SEE SHEET 7) CASE ''B ", MODIFIED TO BE ON CURB RETURN. G)JOIN EXISTING PAVEMENT PER DETAIL 3 ON SHEET 4.® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH(j) CONSTRUCT 2" THICK ARHM OVER 1" llilCK MINIMUM AC LEVELING COURSE.® REMOVE EXISTING IMPROVEMENTS TO A DEPTH OF 8" ANDCONSTRUCT FULL DEPTH PAVEMENT SECTION. ULTIM .ATE PAVEMENT SECTION THICKNESS SHALL BE 10", WHICH INCLUDES 3-INCHES FOR THE SURFACE ANO LEVELING COURSES PER SEPARATE BID ITEMS. ® REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 8" CF IOR VARIABLE!PCC CURB ANO GUTTER ITYPE Al PER CNB owe. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ RELOCATE EXISTING PEDESTRIAN PUSH BUTTON FROM EXISTING TRAFFIC SIGNAL POLE TO NEW PEDESTRIAN PUSH BUTTON POST ADJACENT TO NEW CURB RAMP. INSTALL CONDUIT TO NEW PEDESTRIAN PUSH BUTTON POST, AND REWIRE EXISTING PEDESTRIAN PUSH BUTTON WIRING TO NEW LOCATION. GRIND EDGES SMOOTH ANO PLUG HOLE ON EXISTING TRAFFIC SIGNAL POLE WHERE PEDESTRIAN PUSH BUTTON WAS REMOVED. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK COLORED AND STAMPED MEDIAN PCC TO MATCH EXISTING. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT WAUSAU TILE TRUNCATED DOMES PER DOMES SIZE AND PATTERN PER CNB DWG. NOS. STD-181-L-C ANO ST0-181-L-D. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF IOR VARIABLE! PCC CURB <TYPE 81 PER CNB DWG. NO. STD-182-L RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DO,lES PER CNB OWG NO. STD 181 ISEE SHEET 7l CASE "H ". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2.@) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 9" FULL DEPTHPAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCCCURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. STD-181-L-A ANO ADJACENT 8" PCC PAVEMENT OVER 4" CAB. @ REMOVE EXISTING IMPROVEMENTS A.NO CONSTRUCT 10" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 6" CF IOR VARIABLE) PCC CURB !TYPE 81 PER CNB DWG. NO. ST0-182-L CURB MAY BE INTEGRAL WITH ADJACENT 4" PAVEMENT. @ REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 8" CF IOR VARIABLE) PCC CURB AND GUTTER (TYPE CJ PER CNB DWG. NO. ST0-183-L RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS ANO CONS111UCT 8" CF PCC CURB <TYPE Bl PER CNB owe. NO. STD-182-L CURB MAY BE INTEGRAL �ITHADJACENT 4" PAVEMENT. @ RELOCATE EXISTING PEDESTRIAN PUSH BUTTON POST TO LOCATION ADJACENT TO NEW CURB RAMP. INSTALL CONDUIT TO NEW PEDESTRIAN PUSH BUTTON POST, AND REWIRE EXISTING PEOESTftlAN PUSH BUTTON 111RING TO NEW LOCATION. PROPOSED PEDESTRIA�PUSH BUTTON POST FOUNDATION TO MATCH EXISTING. @}J REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCCCURB RAMP WITH TRUNCATED DOMES PER CNB OWG. NO. STD 1B1 <SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RETURN AND WITH SINGLE WING. SEE PRECISE GRADING DETAILS ON SHEET 6. @ CONSTRUCT MODIFIED PCC COMMERCIAL DRIVEWAY APPROACH ITY0E IllPER CNS DRAWING NO. STD-161-L. @ REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 8" THICK PCC CIWSS GUTTER SPANDREL AND INTEGRAL CURB PER CNB DWG. NO. STD-Hl5-L RECONSTRUCT AD,IACENT PAVEMENT SECTION PE� DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWA.LK PER CNB DRAWING NO. STD-180-·L. @ REMOVE EXISTING ANO CONSTRUCT CA.TCH BASIN COVER, LID, A�ID PORTION OF LOCAL DEPRESSION PER CNB DWG. NOS. ST0-304-L, STD-305-L, AND STD 306-L PROTECT EXISTING VERnCALREINFORCEMENT FROM CATCH BASIN WALL TO TIE INTO NEW COl[R. �]) REMOVE EXISTING IMPROVEMENTS TO A VARIABLE DEPTH OF BETWE£1,1 8" AND 10" AND CONSTRUCT FULL DEPTH PAVEMENT SECTION. ULTIMAT:PAVEMENT SECTION THICKNESS SHALL BE 10", WHICH INCLUDES 3-IIICHES FOR THE SURFACE ANO LEVEIJNG COURSES PER SEPARATE BID ITEMS. @ REMOVE EXISTING ACCESS RAl1P IMPROVE,lENTS ANO CONSTRUCT 8" CF IOR VARIABLE! PCC CURB AND GUffiR (TYPE C: PER CNB OWG. NO. ST0-183-L, ANO LANDSCAPING TO MATCH IN KIND. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING ACCESS RAMP IMPROVEMENTS AND CONSTRUCT 8" CF IOR VARIABLE! PCC CURB (TYPE Bl PER CNB OWG. NO. STD-182-L, .�ND STAMPED MEDIAN HAROSCAPE IN KIND. RECONSTRUCT �DJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIAliLD PCC CURB ANO GUTTER ITYPE Al PER CNS DWG. NO. STD-182-L. MATCH EXISTING GUTTER PAN WIDTH. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ RELOCATE EXISTING TYPE 1-A TRAFFIC SIGNAL POLE TO LOCATION ADJACENT TO NEW CURB RAMP. INSTALL CONDUIT TO NEW TYPE 1-A TRAFFIC SIGNA.L POLE LOCATION, ANO REWIRE EXISTING TYPE 1-� TRAFFIC SIGNAL POLE WIRING TO NEW LOCATION. PROPOSED TYPE1-A TRAFFIC SIGNAL POLE FOUNDATION TO MATCH EXISTING. ® CONSTRUCT 2" THICK AC PAVEMENT OVER 1" THICK MINIMUM AC LEVELING COURSE. SEE SIGNING A�JD STRIPING PLANS FOR SIGNING AND STRIPl�JG CONSTRUCTION AND DISPOSITION N=iTES ·----------------------i----------------------SHEET INDEX DISPOSITION NOTES ..� 1---------------------------------.--------�---------------------+------------------------------------------------j I 0 C a � I u0 2 3 4 5 6 7 B 9 10 11 12 13 14 15 llTLE PAGE INDEX MAP TYPICAL SECTIONS DETAILS DETAILS DETAILS DETAILS BISON AVENUE STREET PLAN FROM JAMBOREE ROAD TO STA. B3+00 BISON AVENUE STREET PLAN FROM ST.�. 83+00 TO STA. 89+50 BISON AVENUE STREET PLAN FROM STA. 89+50 TO STA. 97+00 BISON AVENUE STREET PLAN FROM STA. 97+00 TO MACARTHUR BOULEVARD SAN JOAQUIN HILLS ROAD STREET PLAN FROM JAMBOREE ROAD TO STA. 18+50 SAN JOAQUIN HILLS ROAD STREET PLAN FROM ST.�. 18+50 TO STA. 27+50 SAN JOAQUIN HILLS ROAD STREET PLAN FROM STA 27+50 TO STA. 37+00 SAN JOAQUIN HILLS ROAD STREET PLAN FROM STA 37+00 TO STA. 45+50 16 17 18 19 20 21 22 23 24 25 SAN JOAQUIN l!ILLS ROAD STREET PLAN FROM STA. 45+50 TO STA. 54+00 SAN JOAQlJIN lrflLLS ROAD STREET PLAN FROM STA. 54+00 TO MACARTHUR BOULEVARD SAN NICOLAS DRIVE STREET PLAN FROM NEWPORT CENTER DRIVE TO STA. "16+50 SAN NICOLAS DRIVE STREET PLAN FROM STA. 16+50 TO AVOCADO AVENUE BISON AVENUE SIGNING ANO STRIPING PLAN FROM JAMBOREE ROAD TO ST A. 89+ 50 BISON AVENUE SIGNING AND STRIPING PLAN FROM STA. 89+5D TO MACARTHUR BOULEVARD SAN JOAQUIN HILLS ROAD SIGNING ANO STRIPING PLAN FROM JAMBOREE ROAD TO STA. 27+50 SAN JOAQUIN HILLS ROAD SIGNING AND STRIPING PLAN FROM STA. 27+50 TO STA. 45+50 SAN JOAQUIN HILLS ROAD SIGNING AND STRIPING PLAN FROM STA. 45+50 TO MACARTHUR BOULEVARD SAN NICOLAS DRIVE SIGNING AND STRIPING PLAN FRO,I NEWPORT CENTER DRIVE TO AVOCADO AVENUE I£] i'ROTECT IN PLACE <ITEM PER PLAN).OJ REMOVE EXISTING AND INSTALL NEW STORM DRAIN ,IANHOLE RING,FRAME AND COVER TO GRADE. !I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. I]] ADJUST CNB SEWER ,IANHOLE RING, FRAME, ANO COVER TO GRADE. [TI ADJUST CNS MONITORING WELL BOX TO GRADE.[Ij ADJUST CNB WATER MANHOLE RING, FRAME, ANO COVER TO GRADE [I) REMOVE EXISTING ANO INSTALL NEW TRAFFIC SIGNAL OR STREETLiGHT PULL BOX TO GRADE. [I] REMO \'£ EXISTING ANO INSTALL NEW CNB SEWER CLEAN OUT BOX TO GllADE. [[I REMOVE EXISTING AND INSTALL NEW WATER METER UTILITY BOX TO GRADE. z� o, cc ... �{ \.() �� _, . /n C < ;, G} vii " 5t-C zc! �3' � 8 -<(� n_ I �] -� 5 p,I ------------------------·---·-----------------·------------j Dr (/'l C UTILITY COMPANY NOTES j 'i 0 2J:"OU/f------------------------------------------------�zg (D ADJUST ELECTRIC MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE. (j) ADJUST GAS VALVE BOX TO GRADE BY SCG. (D ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY CENTUR'(UNK.® ADJUST TELECOM PULL BOX TO GRADE BY AT&T. G)ADJUST TELECOM MANHOLE RING, FRAME, ANO COYER TO GRADE BY AT&T. z 00 < C·w;l;o"z'"<g ./ 0. <( .?:. oo C-7433-2 °' ::-----.-----------.---------+------::-::=---.----------------------------------------JV)" f---------------------,-------------------------------'----------------,-----==------------�--.------_,_...,o,.. BASIS OF BEARINGS: (j APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: :i:'"' CALL TOLL FREE1-800-227-2600BEFORE YOU DIG THE BEPRINGS SHO\\N H EREON ARE BASED ON THE GRID BEARING "N67-14-53.44W" BETWEEN o.c.s. HORIZONTAL CONTROL STATIONS "TRAK' AND "FVPK" AS PER RECORDS Sta ntec �9.0tESs1,�� TITLE PAGE � :;_'. f-o_N_Fl_L£_1N_TH_E_o_FF_1cE_o_F _TH_E _oR _AN __ GE_c_ou_NT Y_su_RVE_Y_oR_. --------------------·---t---�::__------,---,-·---�<Sj"}'!,.W1,,t"'1>�:z �f. If" BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND �::, DATUM: 38 TECHNOLOGY DR!',£ (949) 923-5000 TEL I c_ if' f" ,y'L:-·r1 #� ' 'llll{!J � cooRolNATEs ARE sAsm oN THE cAuFoRNIA cooRDINATE sYsTEM cccss3J zoNE VI. NAo e3 c2011.so EPocH ADJUSTMENT). As PER REcoRos oN FILE 1N THE orncE oF 1RvtNE. cA e261s (949)923-5121 FAx � �es � s::,-�cA� kifi'1N MAK VUKOJ1CPE cHAEL A R1. P.E. SAN NI COLAS DRIVE PAVEMENT REHABILITATION � � f-TH_E _OR_A_N _'GE_co __ u_NTY_S _UR_l1:_Y _O _R. _____________________________________ UNDER THE SUPERVISION OF:No. 634El6 * DEPUTY PUBLIC WORKS DIRECTOR DIRECTOR SSISTANT CITY ENGINEER !,/: BENCHMARK ( 11· 0/J i!--" MUNICIPAL OPERATIONS UTILITIES DEPARTMENT R 609 s /5 ° ocs BM "Js-2J-70R86". FOUND J J\4' ocs ALUMINUM oENrnMARK DISK SlAMP[O '3S-2.l-70RB£". srr IN n,[ NORlHWEST coRN[R OF A 45 Fl BY 4 FT CONC R[TE CATCH EASIN. MONUMENT 1s LOCATED · ( 0'fo1PJ,\Y",10/08/2019 �:��1��1.-\'io'-" DA TE: IC-SI· ( 0 DA TE: ./.,_{),.._·_.f'--'-/--'-'l___ DATE: 1 0 • "\ _ \ °I CITY OF NEWPORT BEACH -ti-:0" � IN 111[ SOUll!IIEST CORNER OF 111[ INTERSECTION OF BISON AvENUE AND MACARTI,UR BOULEVARD, 175 Fl 1\£STERLY OF TI,E C ENTERLINE OF MACARTHUR BOULEVARD AND 52Fl SOUTl,ERLY OF Tl,[RC E 6' 66 DATE --- -.f--.-- --PUBLIC WORKS DEPARTMENT 1 25 " L ________________ _l=C=EN=TE=RU=�=O=F=Bl=SO=N=A',E=N=U[=·=IIO=NU=MEN==Tl=S=�=T=LE=�==�ll!::.:_::IB=E=Sl=D E=WA=�=------------------------------L-_________ ·_·_·_0 _ 4 _____ .L.. _____ , ___ _L _________ ..L, __ • _______ .1._ _________ .1__ _______________________________ c_SH_E_E _T ___ o __ ' _ __,�S 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ~,r~t JOAOUJN 8()1) . p C PAc1r,c f',v;J\1'5&: 4904'. 4 .,, o<'{ MG',s,11: OCfAN 4'1-9 '1)- C' ">'4,0 us 0-9 CITY OF IRVINE HILL (; ">'s;- )- "' 0 ~ w z 0 • JEFRl3f Y W. 111LKERSON JOHN WAYNE AIRPORT C' ~ ,;J CITY OF COSTA ,<f? '1o/,<, us o-f' CITY OF IRVINE MESA q TOPOGRAPHICAL LEGEND -0-POWER POLE 0 SEWER CLEANOUT @ SEWER MANHOLE @) STORM DRAIN MANHOLE 'O" FIRE HYDRANT 8 WATER METER !!I PULL BOX :q------o STREET LIGHT " WATER VALVE E--GUY WIRE A SURVEY MONUMENT ~ SIGN ® VAULT VENT *O TREE nef IRRIGATION CONTROL VALVE ~ CORING LOCA llON © ELECTRICAL MANHOLE ~/LLLLi'.i'.ii>~ BUILDING ----EXISTING CONSTRUCllON -----PROPERTY LINE NEW CONSTRUCTION CENTERLINE CITY BOUNDARY -0------0-----0 SILT FENCE CONCRETE BARRIER FENCE BLOCK WALL UTILITY LINE LEGEND -----ss-SEWER LINE -----w-WATER LINE -----c-GAS LINE -----E-ELECTRICAL LINE -----r-TELEPHONE LINE -----rs-TRAFFIC SIGNAL - - - --TV-CABLEVISION LINE - - - --<RR -SPRINKLER SYSTEM PROJECT LOCATION VICINITY MAP NOT TO SCALE 'U N\VERSIH I PROJECT LOCATION ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE MAX MAXIMUM ARV AIR RELIEF VALVE MED MEDIAN ACP ASBESTOS CEMENT PIPE MH MANHOLE AC ASPHALT CONCRETE MJ MECHANICAL JOINT AGU ABOVE GROUND UTILITY MIN MINIMUM BC BEGIN CURVE MOC MIDDLE OF CURVE BCR BEGIN CURVE RETURN MON MONUMENT BFP BACKFLOW PREVENTOR MOVC MIDDLE OF VERTICAL CURVE BK BACK NG NA TIJRAL GROUND BVC BEGIN VERTICAL CURVE N NORTH BLK BLOCK NGB NEW GRADE BREAK (SEE PVMT LEGEND) BOL BOLLARD NTS NOT TO SCALE CATV CABLE TV NO NUMBER Cl CAST IRON oc ON CURVE lt,C/L CENTERLINE OG ORIGINAL GROUND CB CATCH BASIN PKM PARKING METER CCM CITY OF COSTA MESA IP) PROPOSED CNB CITY OF NEWPORT BEACH CF CURB FACE PPB PEDESTRIAN PUSH BUTTON CL CLASS PE PLAIN END CLR CLEAR PCC PORTLAND CEMENT CONCRETE CLSM CONTROLLED LOW PROP PROPOSED STRENGTH MA TERI AL PB PULL BOX CONC CONCRETE PUE PUBLIC UTILITY EASEMENT C&G CURB AND GUTTER RCP REINFORCED CONCRETE PIPE ow DOMESTIC WATER RET RETAINING (E) EXISTING RT RIGHT E EAST /ELECTRIC R/W RIGHT OF WAY EC END CURVE SCH SCHEDULE ECR END CURVE RETURN s,ss SEWER EG EDGE OF GUTTER sco SEWER CLEANOUT ELEC ELECTRICAL SD STORM DRAIN EVC END VERTICAL CURVE SL STREET LIGHT EXIST EXISTING SSMH SEWER MANHOLE FE FLANGED END SHT SHEET FG FINISHED GROUND SW SIDEWALK FH FIRE HYDRANT s SOUTH FL FLOW LINE SCE SOUTHERN CALIFORNIA EDISON FLG FLANGE SQ SQUARE FM FORCE MAIN STL STEEL FW FORWARD TC TOP OF CURB G GAS TCE TEMPORARY CONSTRUCTION EASEMENT GV GAS VALVE TELE, T TELEPHONE GB GRADE BREAK TF TOP OF FOOTING GE GROOVED END TS TRAFFIC SIGNAL ICY IRRIGATION CONTROL VALVE TSP TRAFFIC SIGNAL POLE INST NO INSTRUMENT NUMBER TW TOP OF WALL INV INVERT UGU UNDERGROUND UTILITY IP&T IRON PIPE AND TAG w WEST/WATER LT LEFT W/ '111TH WM WATER METER PAVEMENT LEGEND DETAIL LEGEND PER PLAN ~ DETAIL NUMBER SHEET NUMBER EMERGENCY TELEPHONE NUMBERS AT&T (DISTRIBUTION) CHARTER COMMUNICATIONS CLEAR CHANNEL OUTDOORS COX COMMUNICATIONS CROWN CASTLE ORANGE COUNTY SANITATION DISTRICT SOCAL EDISON TRANSMISSIONS SOCAL EDISON SOCAL GAS DISTRIBUTION DAY 1714) 618-9129 1714) 591-4871 1213) 305-0045 1619) 266-5605 1724) 416-2193 1714) 593-7 326 1714) 895-0288 1714) 895-0288 1714) 634-3262 2 3 4 5 6 7 8 9 10 11 12 13 14 15 PUBLIC WORKS DEPARTMENT BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND SAN NICOLAS DRIVE PAVEMENT REHABILITATION APPROVED: CONTRACT NO. 7433-2 PROJECT NO. 19R21 DATE: ---------------------------------- DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR APPROVED: DATE: ---------------------------------- JAMES M. HOULIHAN, P.E., DEPUTY DIRECTOR/ CITY ENGINEER BISON AVE ---..._ '0::;R:'._0 !].RO---t--~BONITA CAN SAN NICOLAS RO LOCATION MAP NOT TO SCALE ,o RECORD DRAWINGS These Record Drawings have been prepared based on the best avalable i1formatlon. 'Mllle this information is bElleved to be reliimle, City of Newport Beach is not responsible for Its accuracy, nor the errors or omissions which may or may not have been Incorporated ilto these plans. SHEET INDEX TITLE PAGE INDEX MAP TYPICAL SECTIONS DETAILS DETAILS DETAILS DETAILS BISON AVENUE STREET PLAN FROM JAMBOREE ROAD TO STA. 83+00 BISON AVENUE STREET PLAN FROM STA. 83+00 TO STA. 89+50 BISON AVENUE STREET PLAN FROM STA. 89+50 TO STA. 97+00 BISON AVENUE STREET PLAN FROM STA. 97+00 TO MACARTHUR BOULEVARD SAN JOAQUIN HILLS ROAD STREET PLAN FROM JAMBOREE ROAD TO STA. 18+50 SAN JOAQUIN HILLS ROAD STREET PLAN FROM STA. 18+50 TO STA. 27+50 SAN JOAQUIN HILLS ROAD STREET PLAN FROM STA. 27+50 TO STA. 37+00 SAN JOAQUIN HILLS ROAD STREET PLAN FROM STA. 37+00 TO STA. 45+50 16 17 18 19 20 21 22 23 24 25 SAN JOAQUIN HILLS ROAD STREET PLAN FROM STA. 45+50 TO STA. 54+00 SAN JOAQUIN HILLS ROAD STREET PLAN FROM STA. 54+00 TO MACARTHUR BOULEVARD SAN NICOLAS DRIVE STREET PLAN FROM NEWPORT CENTER DRIVE TO STA. 16+50 SAN NICOLAS DRIVE STREET PLAN FROM STA. 16+50 TO AVOCADO AVENUE BISON AVENUE SIGNING AND STRIPING PLAN FROM JAMBOREE ROAD TO STA. 89+50 BISON AVENUE SIGNING AND STRIPING PLAN FROM STA. 89+50 TO MACARTHUR BOULEVARD SAN JOAQUIN HILLS ROAD SIGNING AND STRIPING PLAN FROM JAMBOREE ROAD TO STA. 27+50 SAN JOAQUIN HILLS ROAD SIGNING AND STRIPING PLAN FROM STA. 27+50 TO STA. 45+50 SAN JOAQUIN HILLS ROAD SIGNING AND STRIPING PLAN FROM STA. 45+50 TO MACARTHUR BOULEVARD SAN NICOLAS DRIVE SIGNING AND STRIPING PLAN FROM NEWPORT CENTER DRIVE TO AVOCADO AVENUE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHER'll1SE STA TED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACfS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTIJAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, ANO 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. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 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 ORA'll1NGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE ORA'111NGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED ANO PERFORMED AS THOUGH SPECIFICALLY INDICATED ANO CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO ORA'111NGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. SEE ADDITIONAL NOTES TO CONTRACTOR ON SHEET 2. CONSTRUCTION NOTES G) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. STD 181 !SEE SHEET 7) CASE "B ", MODIFIED TO BE ON CURB RETURN. SEE PRECISE GRADING DETAILS ON SHEET 6. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE) PCC CURB AND GUTTER !TYPE Cl PER CNB DWG. NO. ST0-183-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 8" CF PCC CURB 0 COLO MILL EXISTING PAVEMENT TO 1" DEPTH. !TYPE Bl PER CNB DWG. NO. STD-182-L. CURB MAY BE INTEGRAL '111TH ADJACENT 4" PAVEMENT. (i) COLD MILL EXISTING PAVEMENT TO A VARIABLE DEPTH FROM 3" TO 1" PER DETAIL 2 ON SHEET 4. &@ INSTALL NEW PEDESTRIAN PUSH BUTTON POST WITH NEW PEDESTRIAN PUSH BUTTON ADJACENT TO NEW CURB RAMP. INSTALL CONDUIT TO 0 REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 4" THICK PCC NEW PEDESTRIAN PUSH BUTTON POST, AND REWIRE EXISTING CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. STD 181 PEDESTRIAN PUSH BUTTON '111RING TO NEW LOCATION. PROPOSED !SEE SHEET 7) CASE "B ", MODIFIED TO BE ON CURB RETURN. PEDESTRIAN PUSH BUTTON POST FOUNDATION TO MATCH EXISTING. ® JOIN EXISTING PAVEMENT PER DETAIL 3 ON SHEET 4. © COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. (j) CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. ® REMOVE EXISTING IMPROVEMENTS TO A DEPTH OF 8" AND CONSTRUCT FULL DEPTH PAVEMENT SECTION. UL TIM ATE PAVEMENT SECTION THICKNESS SHALL BE 10 ", WHICH INCLUDES 3-INCHES FOR THE SURFACE ANO LEVELING COURSES PER SEP ARA TE BID ITEMS. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF IOR VARIABLE) PCC CURB AND GUTTER !TYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISllNG PEDESTRIAN PUSH BUTTON FROM EXISTING TRAFFIC SIGNAL POLE. INSTALL NEW PEDESTRIAN PUSH BUTTON POST WITH NEW PEDESTRIAN PUSH BUTTON ADJACENT TO NEW CURB RAMP. INSTALL CONDUIT TO NEW PEDESTRIAN PUSH BUTTON POST, AND REWIRE EXISTING PEDESTRIAN PUSH BUTTON WIRING TO NEW LOCATION. GRIND EDGES SMOOTH AND PLUG HOLE ON EXISTING TRAFFIC SIGNAL POLE WHERE PEDESTRIAN PUSH BUTTON WAS REMOVED. @ REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 4" THICK COLORED AND STAMPED MEDIAN PCC TO MATCH EXISTING. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT WAUSAU TILE TRUNCATED DOMES PER DOMES SIZE AND PATTERN PER CNB DWG. NOS. STD-181-L-C AND STD-181-L-D. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF IOR VARIABLE) PCC CURB !TYPE Bl PER CNB DWG. NO. STD-182-L RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. STD 181 !SEE SHEET 7) CASE "H ". @ REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 8" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 9" FULL DEPTH PAVEMENT SECllON. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. STD-181-L-A ANO ADJACENT 8" PCC PAVEMENT OVER 4" CAB. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 10" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF !OR VARIABLE) PCC CURB !TYPE Bl PER CNB DWG. NO. STD-182-L. CURB MAY BE INTEGRAL '111TH ADJACENT 4" PAVEMENT. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB OWG. NO. STD 181 (SEE SHEET 7) CASE "B ", MODIFIED TO BE ON CURB RETIJRN AND WITH SINGLE '111NG. SEE PRECISE GRADING DETAILS ON SHEET 6. @ CONSTRUCT MODIFIED PCC COMMERCIAL DRIVEWAY APPROACH !TYPE ID PER CNB DRAWING NO. STD-161-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" THICK PCC CROSS GUTTER SPANOREL ANO INTEGRAL CURB PER CNB OWG. NO. STD-185-L RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. @ REMOVE EXISTING ANO CONSTRUCT CATCH BASIN COVER, LIO, ANO PORTION OF LOCAL DEPRESSION PER CNB OWG. NOS. STD-304-L, STD-305-L, AND STD 306-L. PROTECT EXISTING VERTICAL REINFORCEMENT FROM CATCH BASIN WALL TO TIE INTO NEW COVER. @ REMOVE EXISTING IMPROVEMENTS TO A VARIABLE DEPTH OF BETWEEN 8" AND 10" AND CONSTRUCT FULL DEPTH PAVEMENT SECTION. ULTIMATE PAVEMENT SECTION THICKNESS SHALL BE 10", WHICH INCLUDES 3-INCHES FOR THE SURFACE AND LEVELING COURSES PER SEPARATE BID ITEMS. @ REMOVE EXISTING ACCESS RAMP IMPROVEMENTS AND CONSTRUCT 8" CF !OR VARIABLE) PCC CURB AND GUTTER !TYPE Cl PER CNB DWG. NO. STD-183-L, AND LANDSCAPING TO MATCH IN KIND. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING ACCESS RAMP IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE) PCC CURB !TYPE 8) PER CNB DWG. NO. STD-182-L, AND STAMPED MEDIAN HARDSCAPE IN KIND. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF IOR VARIABLE) PCC CURB AND GUTTER !TYPE Al PER CNB DWG. NO. STD-182-L MATCH EXISTING GUTTER PAN WIDTH. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ RELOCATE EXISTING TYPE 1-A TRAFFIC SIGNAL POLE TO LOCATION ADJACENT TO NEW CURB RAMP. INSTALL CONDUIT TO NEW TYPE 1-A TRAFFIC SIGNAL POLE LOCATION, ANO REWIRE EXISTING TYPE 1-A TRAFFIC SIGNAL POLE WIRING TO NEW LOCATION. PROPOSED TYPE 1-A TRAFFIC SIGNAL POLE FOUNDATION TO MATCH EXISTING. ® CONSTRUCT 2" THICK AC PAVEMENT OVER 1" THICK MINIMUM AC LEVELING COURSE. SEE SIGNING AND STRIPING PLANS FOR SIGNING AND STRIPING CONSTRUCTION AND DISPOSITION NOTES DISPOSITION NOTES [El PROTECT IN PLACE !ITEM PER PLAN). [I] REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE RING, FRAME AND COVER TO GRADE. W REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. W ADJUST CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE. IT] ADJUST CNB MONITORING WELL BOX TO GRADE. @) ADJUST CNB WATER MANHOLE RING, FRAME, ANO COVER TO GRADE. []J REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL OR STREET LIGHT PULL BOX TO GRADE. [TI REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEAN OUT BOX TO GRADE. [fil REMOVE EXISTING AND INSTALL NEW WATER METER UTILITY BOX TO GRADE. "' • TI --5 I 5 C □ a. c', 0 z:i: 0 ,-.. F st ., "' ~~ ..., . iii • ., ;, (5 /Ill "' 5 I-C z -" ~3- 1;! ~ <( (;: a. J Is! * " ~ 1-------------------------------------------------~o~ (/J C UTILITY COMPANY NOTES .:5 .i 0 ~ :I: TI U/ 1-------------------------------------------------~zg (D ADJUST ELECTRIC MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE. 0 ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY CENT\JRYLINK. ,::: ~ (/J ;\ G) ADJUST GAS VALVE BOX TO GRADE BY SCG. fs\ ADJUST TELECOM PULL BOX TO GRADE BY AT&T. §, ':I \::!...I <( ~ G) ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. ~ j a~ C-7433-2 "' g (/J / >-----------------~-----------------------------~---------------~--------------~--~--------~---------~----------+----------~----------------------------------------<~';/ BASIS OF BEARINGS: () APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: o CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING "N67-14-53.44W" BETWEEN o.c.s. HORIZONTAL CONTROL STATIONS "TRAK" AND "FVPK" AS PER RECORDS Sta ntec TITLE PAGE ~o~? ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. '/l W x--( • 1'1rf". BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND Zi ~ DATUM: 38 TECHNOLOGY DRIVE (949) 923-6000 TEL COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE VI. NAO 83 (2017.50 EPOCH ADJUSTMENT). AS PER RECORDS ON FILE IN THE OFFICE OF IRVINE, CA 92618 (949) 923-6121 FAX t-TH_E_O_RA_N_GE_c_o_UN_TY_SU_R_VE_Y_OR_. ____________________________________ --i UNDER THE SUPERVISION OF: BENCHMARK: • nn OCS BM "JS-2J-711R86": FOOND J 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "JS-23-7DR86". SET IN THE NORTHWEST CORNER OF A 4.5 FT. BY 4 FT. COOCREIT CATCH BA~N. MONUMENT IS LOCATED ~ IN THE SOUTHWEST CORNER OF THE INTERSECTION OF BISON AVENUE AND MACARTHUR BDULEVARD, 175 FT. 111:STERLY OF THE CENTERLINE llF MACARTHUR BOULEVARD AND 52FT. SOUTHERLY llF THE CENTERLINE OF BISOO A VENUE. MOOUMENT IS SET LEVEL 111TH THE SIDEWALK. 10/08/2019 R.C.E. 63466 DA TE No. 63466 MICAH MARTIN DEPUTY PUBLIC WORKS DIRECTOR MUNICIPAL OPERATIONS DATE: ______ _ MARK VUKOJEVIC, P.E. DIRECTOR UTILITIES DEPARTMENT DATE: ______ _ MICHAEL J. SINACORI, P.E. ASSISTANT CITY ENGINEER DATE: ______ _ SAN NICOLAS DRIVE PAVEMENT REHABILITATION ~: .N >------------------------------~-------~~N zO CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6095-S ~ ~ >---------< z m SHEET 1 OF 25 Qi$ '--------------------'-----------------------------------------------'-------------------'----------'-----------'-----------'-----------'--------------------------------'----------'ffiO JAMBORE/ ROAD J /7; --. \I ) f~ 8 -. -. I "-1--• • • ~o -I,~ ;' ;' H.I\IITFORD DRIVE° --L _ :: , 1"¾$3 O COUNTRY CLUB DRIVE ---_L LBERTY BAPTIST 95+00 CAMELBACK STREET \ 21 C-1 - -..1. BELLCOURT DRIVE MACARTHUR IBOULEVARD I I NEWPOR J --- -__ J I I BAYSWATER I I ® STREET IMPROVEMENT PLAN 0 SIGNING AND STRIPING PLAN CENT . R DRIVE \ % 25 _,___+--'. -I C-12 -----I _,_ AVOCA 1 0 AVENUE BISON A VENUE SAN NICOLAS DRIVE JAMB REE AD -% -----r -,_, ~ ADDITIONAL NOTES TO CONTRACTOR 1. PROTECT ALL EXISTING IMPROVEMENTS UNLESS OTHERWISE SHOWN. 2. PROPOSED AC AND PCC REPAIRS PER PLAN. VERIFY EXACT LIMITS WITH ENGINEER IN FIELD. CONFIRM POSITIVE DRAINAGE ON GUTTER REPAIRS. 3. EXISTING PAVEMENT SECTIONS ARE SHOWN ON TIHE BORING LOG TABLE HEREON. 4. PAVEMENT FINISH SURFACE ELEVATIONS AND GRADES SHALL MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLAN OR PROFILE. 5. PAVEMENT GRADE BREAKS SHALL BE LOCATED ALONG PROPOSED LANE STRIPING AS SHOWN IN TIHE TYPICAL SECTIONS. REFER TO SIGNING AND STRIPING PLAN FOR EXACT LOCATION OF PROPOSED LANE STRIPING. 6. PAVEMENT LIPS ADJACENT TO GUTTERS SHALL BE O" (NO LIP>. 7. PAVEMENT RECONSTRUCTION THICKNESSES SHOWN IN CONSTRUCTION NOTES 15, 16, AND 18 INCLUDE 3-INCHES FOR THE LEVELING AND SURFACE COURSES. 8. FINISH SURFACE ELEVATIONS AND GRADES AT INTERSECTIONS SHALL MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLAN VIEW. 9. CONSTRUCTION OF CURB RAMPS SHALL INCLUDE REMOVAL OF EXISTING IMPROVEMENTS, PCC CURB RAMP, DETECTABLE WARNING SURFACE (COLOR GRAY), PCC CURB AND GUTTER, PCC CURB, PCC RETAINING CURB, ADJACENT PCC SIDEWALK CBCR TO ECRl, PAVEMENT RECONSTRUCTION, GRADING, UTILITY ADJUSTMENTS AND RELOCATIONS, AND LANDSCAPING AND IRRIGATION BEHIND AND ADJACENT TO RAMP AND SIDEWALK. ALL IMPROVEMENTS SHALL BE PER CITY OF NEWPORT BEACH STANDARD DRAWINGS. CURBS WITHIN EXISTING PCC CROSS GUTTER SHALL BE CONSTRUCTED PER DETAIL 1 ON SHEET 4 UNLESS CROSS GUTTER SPANDREL IS ALSO SHOWN TO BE RECONSTRUCTED. PAVEMENT RECONSTRUCTION SHALL BE PER DETAIL 4 ON SHEET 4. 10. PAVEMENT FABRIC WAS FOUND IN SOME OF THE BORINGS AS SHOWN ON THE BORING LOG HERON. ALL PAVEMENT FABRIC SHALL BE REMOVED DURING COLD MILLING. A DEEPER COLD MILL MAY BE REQUIRED. CONTRACTOR SHALL REMOVE ALL EXISTING PAVEMENT FABRIC WITHIN PROJECT LIMITS. 11. AFTER COLD MILLING AND BEFORE OVERLAY IS CONSTRUCTED THE CONTRACTOR SHALL FILL ALL CRACKS GREATER THAN 1 /4" INCH WITH CRACK SEALER PER RECOMMENDATIONS IN BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND SAN NICOLAS DRIVE PAVEMENT EVALUATION REPORT BY GMU GEOTECHNICAL INC. DATED FEBRUARY 14, 2019. o+OO • .. o .1'>. C-8 ---C-10 _1----- ----, SANTA RU BORING LOG d .• 3D+OO •. ,,--} 0 • -•, 0 'l---Q 1.~ I 35+00 L . .,.! .. I --T I -------_J_ DRIVE C-7 ~ 'P--,,1 ----- . 45+00 o o e , oV '.L ·e "I n, ----L SANTA SAN JOAQUIN HILLS ROAD INDEX MAPS SCALE: 1 " 200' MACART I R BOU EVARD RIVE -------24 -----I --oo I 50+00 ' C-6 C-5 ----I _\ --------- DRIVE GRAPHIC SCALE 200 0 200 600 SCALE: 1" = 200' BORING AC (IN) AB (IN) FABRIC DEPTH (IN) C-1 6 C-2 5-1 /2 C-3 7 C-4 7 C-5 4-1 /2 C-6 6 C-7 8-3/4 C-8 5 C-9 5 C-10 6-1 /2 C-11 7-1 /2 C-12 8-1 /2 sc-x 8 --- 7-1 /2 --- 8 --- 7-1 /2 --- 7-3/4 --- 5-1 /2 1-1 /2 7-1 /4 --- 6 --- 4 1-3/4 4-1 /2 2-1 /4 5-1 /2 --- 3-1 /2 --- GEOTECHNICAL BORING (SEE LOCATIONS AND TABLE HERON) RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available information. \\tJile this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which may or may not have been Incorporated llto these plans. C-7433-2 !/' ~ .s N I 0 C • Q_ 6 0 zil: 0 " F st "' "' ~~ ..., . ai • "';, (5 /Ill "' 0 I-C z -" ~3' Is! ~ -<( ~ a. J Is! * " ~ 0 / ~ (/J C .:5 .i 0 ~ :i: ~ U/ zg z ro "' " (/J ;\ 0 N z .. "' ~ ./ ~ .~ a~ "' g (/J / ~---------------~----------------~-----------------------~---~--------~--------------------------~~~ ~ R~E~: o \I Stantec INDEX MAP i? ~fi_ BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND Zi ~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: 1J~ 10/04/19 JE REY W. WILKERSON R.C.E. 63466 DATE BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER SAN NICOLAS PAVEMENT REHABILITATION ~! • "' 1---------------------~----------<~N zO DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ CHECKJW~ MRH DATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT I--SH-E-ET_2 __ 0_F_2_5__, 8 $ '-----------------------------------------------'-----------------'------------'-----'--'-"-''-='-'----'-''-'--'-'--'-'--'---'------'--------------------'----'------------'-----------------------'--------'ffiO (9', 10 ', N'LY R/W I & VARIES! 'L 160') I 146 •. 66 •. & VARIES! (36 ', 46 ', & VARIES) (5.5', 6, & VARIES! (36', 46', & VARIES! BISON A VENUE S'LY R/W I (8', 9', & VARIES! JAMBOREE ROAD (STA. 75+95.401 TO CAMELBACK STREET /BELLCOURT DRIVE (STA. 92+07.721 NTS 19', 10', N'LY R/W I & VARIES! 'L (56') I I I (36 ', 56 ', & VARIES) ( ') S'LY R/W IVARIESI I (36 ', 56 ', & VARIES) (10' & VARIES! (12 'I N'LY R/W I N'LY R/W I (12 ') -"' [1_ !c!~ _J z f-' -=, 0 s's (.') 172.5 ') 172.5') 144', 55', 56', 144', 56', 68 ', & VARIESl 32 ', & rARIESI & VARIESl t.'1-'°''. MA ref./ \111'-'c\\ "' [1_ "' [1_ E:Xrsr. ~ _J ~ _J =, 0 f-' (.') =, 0 (.') Q w z i5 z i5 ~ ~ 6 7 6 7 SAN JOAQUIN HILLS ROAD JAMBOREE ROAD (STA. 10+55.481 TO STA. 57+94.40 NTS (72.5 ') 156' & VARIES! 14.5' & VARIES) TYPE C C&G FROM STA 57+94.40 TO STA 61+ 74.03 172.5') 173' & VARIES) TYPE C C&G FROM STA 57+94.40 TO STA 59+03.24 -"' [1_ !c! w ::J f-z f-' -=, 0 s's (.') (13 ') S'LY R/W I S'LY R/W I 111 'I N'LY R/W I I (12.5') S'LY 'L R/W (50.5 ') I (50.5 ') I (76 'I (12.5') I N'LY R/W I I (12.5') CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO 1" DEPTH. G) COLD MILL EXISTING PAVEMENT TO A VARIABLE DEPTH FROM 3" TO 1" PER DETAIL 2 ON SHEET 4. ® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. (j) CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. ® REMOVE EXISTING IMPROVEMENTS TO A DEPTH OF 8" AND CONSTRUCT FULL DEPTH PAVEMENT SECTION. ULTIMATE PAVEMENT SECTION THICKNESS SHALL BE 10", WHICH INCLUDES 3-INCHES FOR THE SURFACE AND LEVELING COURSES PER SEPARATE BID ITEMS. @ REMOVE EXISTING IMPROVEMENTS TO A VARIABLE DEPTH OF BETWEEN 8" AND 10" AND CONSTRUCT FULL DEPTH PAVEMENT SECTION. ULTIMATE PAVEMENT SECTION THICKNESS SHALL BE 10", WHICH INCLUDES 3-INCHES FOR THE SURFACE AND LEVELING COURSES PER SEPARATE BID ITEMS. @ CONSTRUCT 2" THICK AC PAVEMENT OVER 1" THICK MINIMUM AC LEVELING COURSE. S'LY 'L R/W (50.5 ') I (50.5') I 176') (12.5') I l w w "' [1_ z w-_J f-_J I-= I-=, 0 =, (.') ~ Q <( (/) w "' [1_ z w-_J f-_J I--= I-=> a =, (.') ~ Q <( (/) w z _J f-=, "' [1_ w-f-_J f-' =>o (.') ~ <( Q (/) BISON A VENUE CAMELBACK STREET /BELLCOURT DRIVE (STA. 92+07. 721 TO STA. 98+83.63 NTS RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available information. \\tJile this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which may or may not have been Incorporated llto these plans. 1-------{6 71-----~ 1---------16 71----------l SAN JOAQUIN HILLS ROAD STA. 57+94.40 TO MACARTHUR BOULEVARD ISTA. 63+34.941 NTS N'LY R/W I I (12.5'1 10' 3 52' 8 52' 2 72' 33 SAN NICOLAS DRIVE NEWPORT CENTER DRIVE (STA. 11+02.781 TO STA. 12+71.39 NTS "' ~ =, <.O w z 0 ~ 'L (50.5 ') I (50.5 ') (76 ') w [1_ z "' _J ::J ~ ' f-f- 0 =, =, =, u u <.O 3= 3= w <( <( (/) Cf) z 52' 0 ~ 8 1 o· 52' 1 o· 3 2 72' 33 SAN NICOLAS DRIVE STA. 12+71.39 TO STA. 13+60.29 NTS 3 [1_ ::J ' 0 S'LY N'LY R/W R/W I I 112.5'1 I I (12.5') "' ~ =, (.') w z 0 ~ 3 [1_ _J ' 0 19' 8 52' 2 72' 33 19' TO 25' 8 SAN NICOLAS DRIVE STA. 13+60.29 TO STA. 19+77.41 NTS 'L 150.5') I 150.51 f-=, u 3= <( Cf) 40' 8 176'1 w z ::J f-=, u 3= <( (/) 12' 1 o· 52' 2 72' 33 SAN NICOLAS DRIVE STA. 19+ 77.41 TO STA. 22+01. 06 NTS 10' 3 10' 3 s'L Y R/W I (12.5'1 I C-7433-2 "' • ~ a -"' 0 I 0 C □ Q_ c', 0 zil: 0 ,-.. F " ., "' ~~ ..., . ai • <;, (5 /Ill "' 0 I-C z " ~3' Is! ~ -<( ~ a. J Is! * " ~ 0 / "' (/J C .:5 .i 0 ~ :i: ~ U/ zg z ro ., ,-.. (/J ;\ ON z .. < ~ ./ ~ .~ o-"' g (/J / ~----------------~---------~---------~-~----~------------------~~--~---------~-----------------------------~~~ ~ R~E~: o \I Stantec TYPICAL sEcT10Ns i? ~fi_ BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND Zi ii' BEN DAVIS RCE 82033 SAN NICOLAS PAVEMENT REHABILITATION ~: • "' ASSOCIATE CIVIL ENGINEER >-----------------------~----------< ~ i< DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: 1J~ 10/04/19 JE REY W. 1'11LKERSON R.C.E. 63466 DATE CHECKJW~ MRH DATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT 1--SH_E_E_T_3_o_F_2_5____. 8 $ '----------------------------------------------------'--------------------'----------'-----'-'-"-'-=-c-'-------'-'-'--'---'-'--__...,_ ____ ...,__ ___________________ .,_ __ __. __________ ._ _____________________ .,_ ______ __,mo !El CURB & SIDEWALK !Pl CURB RAMP INTEGRAL CURB AND PCC PAVEMENT 12' EXISTING PAVEMENT w z _J NEW PAVEMENT ---------------------cf--+-----------1- :::, CONSTRUCTION NOTES ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE) PCC CURB AND GUffiR !TYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE! PCC CURB !TYPE Bl PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. PROP. FINISH SURFACE wr ...J"' rn -« ...J -...J oc: - ~ @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. NEW CURB & GUTTER OVER COMPACTED BASE MA TERI AL OR SUBGRADE. CURB WITHIN PCC PAVEMENT SCALE: NTS 1 O" LIP WIDTH PER PLAN 2' UNLESS OTHERWISE SHOWN _[ SURFACE AND LEVELING COURSE PER PLAN. ADJACENT TO NEW PCC IMPROVEMENT WITH EXISTING AC PAVEMENT THICKNESS GREATER THAN GUTTER DEPTH O" LIP ----.---,--, WIDTH PER PLAN 2' UNLESS OTHERWISE SHOWN f-::, u 3' w « z (/) _J _[ SURFACE AND LEVELING COURSE PER PLAN. NEW CURB & GUTTER OVER COMPACTED BASE MATERIAL OR SUBGRADE. .. 4,. ADJACENT TO NEW PCC IMPROVEMENT WITH EXISTING AC PAVEMENT THICKNESS LESS THAN GUTTER DEPTH AC (TO BOTTOM OF GUTTER PAN OR CROSS GUTTER! OVER RECOMPACTIED BASE MA TIERIAL OR SUBGRADE. ____ PA_V_E_M_E_N_T_R_E_P_A_IR_D_ET_A_IL_S ___ ---(04 SCALE: NTS ' N :; ::s 0 ,, LIP AT 0 MILL 3 INCHES OF EXISTING PAVEMENT. VERTICAL SAWCUT EDGE 3 INCH DEEP. PAVE NEW SURFACE AND LEVELING COURSES. <( 1/) 3' UNLESS OTHERWISE SHOWN @ CONSTRUCT MODIFIED PCC COMMERCIAL DRIVEWAY APPROACH !TYPE Ill PER CNB DRAWING NO. STD-161-L. EDGE OF GUTTER §15 [T ____ _ ~~~=:j:==~~~~;___:~w-u f,.~ I t:: ~ 11.1 ► .-J .j• I PROTECT EXISTING PAVEMENT TO REMAIN TACK COAT AND SEAL JOINT @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE! z ::s VARIABLE COLDMILL EXIST. AC PAVEMENT I•· ..• , f• ; : 2" AC SURFACE COURSE I_,, ; I 1 " MIN AC LEVELING COURSE ~ --:~ EDGE GRIND DETAIL 2 SCALE: NTS -m 0 0,1/) _c_ 14.5' C1 r- "' 0 O,(/) _c_ 5.5' EXISTING BASE EXISTING ASPHALT i----+--PATCH KEY AC PAVEMENT JOIN DETAIL 3 SCALE: NTS 6.1' 25.9' JOIN EXIST. CURB -------/ JOIN EXISTING PAVEMENT --------C4 "' ~/4<" ~lz C3 $ tJ ~ ::s --"' 15 ~: ;,?N 2.20% - _,__,,,., cs 0 .,., m co (/) -u_ JOIN EXIST. CURB 189.54 FS, O" CF 189.44 FS, O" CF . ______ D_R_IV_EW_sc-:--:-1-.. ~-5~_T_A_IL ______ 0 5.2' CB PCC CURB AND GUffiR !TYPE Al PER CNB DWG. NO. STD-182-L. MATCH EXISTING GUTTER PAN WIDTH. RECONSTIRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. ~VE DATA CURVE LENGTH RADIUS DELTA TANGENT C1 14.85' 36.00' 23'38'25" 7.53' C2 28.12' 42.00' 38'21 '53" 14.61' C3 3.28' 42.00' 4'28 '17" 1.54' C4 11. 75' 20.00' 33'39'51" 6.05' cs 7.21' 16.00' 25'48'08" 3.66' C6 0.60' 12.00' 2'50'43" 0.30' Cl 15.83' 12.00' 75'35'24" 9.31' CB 6.29' 6.00' 60'01 '49" 3.47' ------ C-7433-2 ~ • 'O ;; '° 01 .. 0 I 0 C □ Q_ 6 0 zil: 0 ,... F -, ., '° ~~ ..., . ai • <;, (5 /Ill "' 0 I-C z " ~3' Is! ~ -<( ~ a. J Is! * " ~ 0/ ~ (/J C .:5 "i 0 ~ :i: 'O U/ zg z ro ., ,... (/J ;\ ON z .. < ~ ./ ~ -~ o~ "' g (/J / ~---------------~-------~--------~-~---~-----------------~---~--------~--------------------------~~~ ~ R~E~: o \I Stantec 0ETA1Ls i? ~fi_ BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND Zi ~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: 1J~ 10/04/19 JE REY W. 1'11LKERSON R.C.E. 63466 DATE BEN DAVIS RCE 82033 ASSOCIA TIE CIVIL ENGINEER SAN NICOLAS PAVEMENT REHABILITATION ~~ • "' 1---------------------~---------<~N zO DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ CHECKJW~ MRH DATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT I--SH-E-ET-4--□-F-2_5__, 8 $ '------------------------------------------------'-----------------'------------'----'-'-"-''-='--'----"'-'--'-'--'-'-'---'-----'-------------------'----'------------'-----------------------'-------_...,mo L6 20 11+00 0 p CATCH BASIN ________ R_A_~-:-LE_D_~-~-~_IL ________ 0 ________ R_A_~-:-LE_D_~-~-~_IL ________ 0 Ll'E DATA CURVE DATA LINE LENGTH BEARING CURVE LENGTH RADIUS DELTA L1 25.70' S53'57'17"E' Cl 7.94' 56 00' 8"07 '43" L2 17.18' N53"57'17"W' C2 14.02' 5.00' 160"42 '29" L3 13.76' S43'33 '58 "W' C3 7.20' 500' 82"28'45" L4 5.37' S45'24 '07'W' C4 4.90' 2.00' 140"16 '52" L5 5.01' S36'02'43"W' C5 26.47' 93.00' 16"18 '20" L6 5.78' S45'24 '07'W' C6 6.70' 2.50' 153"32 '44" L7 5.92' S36'02'43"W' LB 5.83 ' S36'02'43"W' L9 8.58' S1 "26 '37"W' L10 7.18' S36'02'43"W' L11 3.50' S1 "26 '37"W' -T--LI"l--T----T----T----T- «i 225.69 26 RECORD DRAWINGS These Record Drawings have been prepaed based on the best available rlformotion. llltiile this Information is believed to be reliable, City of Newport Beact, is not responsible for its occuracy, nor the errors or omissions which may or may not ho11e been Incorporated Into these plans. FS, O" CF 6.4' TANGENT 3.98' 29.42' 4.38' 5.54' 13.32' 10.64' CONSTRUCTION NOTES ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE) PCC CURB AND GUffiR !TYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK COLORED AND STAMPED MEDIAN PCC TO MATCH EXISTING. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT WAUSAU TILE TRUNCATIED DOMES PER DOMES SIZE AND PATTIERN PER CNB DWG. NOS. STD-181-L-C AND STD-181-L-D. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE) PCC CURB ITYPE Bl PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" FULL DEPTH PAVEMENT SECTION. SEE NOTIE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 10" FULL DEPTH PAVEMENT SECTION. SEE NOTIE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF IOR VARIABLEI PCC CURB !TYPE Bl PER CNB DWG. NO. STD-182-L. CURB MAY BE INTEGRAL WITH ADJACENT 4" PAVEMENT. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE) PCC CURB AND GUffiR ITYPE Cl PER CNB DWG. NO. STD-183-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF PCC CURB (TYPE Bl PER CNB DWG. NO. STD-182-L. CURB MAY BE INTIEGRAL WITH ADJACENT 4" PAVEMENT. @ CONSTRUCT MODIFIED PCC COMMERCIAL DRIVEWAY APPROACH !TYPE Ill PER CNB DRAWING NO. STD-161-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. DISPOSITION NOTES [El PROTECT IN PLACE OTEM PER PLANI. 0 REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL OR STREET LIGHT PULL BOX TO GRADE. ------------ 26 N 27.1' 7.4' --- ~,1 !-I ~I 26 ,_ GRADE BREAK 5' ______ D_R_I_V_E_~-:-:-1-.. ~-5~_T_A_IL ______ 0 17' C-7433-2 ~ • 'O ;; '° 01 .. 0 I 0 C □ Q_ 6 0 zil: 0 ,-.. F -, ., '° ~~ .., . ai • <;, (5 /Ill "' 0 I-C z -" ~3' Is! ~ -<( ~ a. J Is! * " ~ 0 / ~ (/J C .:5 .i 0 ~ :i: 'O U/ zg z ro ., ,-.. (/J ;\ ON z .. < ~ ./ ~ .~ o~ "' g (/J / ~---------------~~-------~---------~-~---~------------------~---~--------~--------------------------------<~~ () Stantec REVlEWED: DETA1Ls i? 38 TECHNOLOGY DRIVE 1Rv1NE, CA 92618 UNDER THE SUPERVISION OF: 1J~ JE REY W. 1'11LKERSON (949) 923-6000 TEL (949) 923-6121 FAX 10/04/19 R.C.E. 63466 DATE ~fi_ BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND Zi ~ BEN DAVIS RCE 82033 SAN NICOLAS PAVEMENT REHABILITATION ~ 5 • "' ASSOCIATIE CIVIL ENGINEER 1----------------------~--------< ~ i< DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ CHECKJW~ MRH DATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: ,o;os/2019 PUBLIC WORKS DEPARTMENT ,__SH_E_E_T_5_o_F_2_5--< 8 $ '---------------------------------------------------'-------------------'----------'---'--""-="-"'---'-'""'--"'--'-'-'---L-----'--------------------'----'----------'----------------------'---------'ffiO -... ' ,, ' ' ' '' " 1/ ',(' ,,;:_, ' ~ ' ~ 182.11 FS INSTALL NEW PED. PUSH BUTTON ASSEMBLY AND SIGN 19" X 12", LEFT ARROW! ON EXISTING TRAFFIC SIGNAL PO~. 0 f-<D _, "' • OJ 0 +"' ..,. °' OJ "' ' 'oc:tj; ;s: RETAINING CURB J NEW PED PUSH BUTTON PO (2.5" Dl;l,I AND TWO NEW PED PUSH TTON // ASSEMBLIES AND SIGN ~ " X 7 :/RIGHT AND LEFT ARROWS! ONE P,.f).ST. & _______ R_A_~-c~-LE-: D_1.:_1T_0,A_I_L _______ 0 SEE SHEET9 V & RETAINING CURB 0 f-a _, °' • "1 N + "' 177.86 ~ (0 FS / ________ R_A_~-~-LE:-~-.:-1!_.A_IL _______ ~ SEE SHEET9 V NOTES TO CONTRACTOR: 1. UNLESS OTHERWISE INDICATED TRAFFIC SIGNAL POLES AND PEDESTRIAN PUSH BUTTON POSTS SHALL BE PROTECTED IN PLACE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE. 2. SEE ADDITIONAL REQUIREMENTS PER NOTE 9 ON SHEET 2. RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available information. \\tJile this 'fiformotlon is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its occurocy, nor the errors or omissioos which may or may not hove been Incorporated llto these plans. V / ELOCAT~PE 1-A POLECWITH BASE PLATE PER CALTRANS ~ •• • STD E 7B. INSTALL NEW~" X 12" RIGHT ARROW SIGN "° AN ED. PUSH BUT 1-Q~ ASSEMBLY AND BUTTON. Ol~(EI EWAhi5- '-'-. ' • ': l' !'. '- ,, '-0 ~ c?.2 RETAINING ..,. fl' , CURB -~ '- '- RETAINING CURB RETAINING CURB rt' ,, r<~--;f' • "'0 -~ \ I \ ' . . p .• & / ( ½ . // ________ R_A_~-~-LE:-~-.:-1!_.A_IL _______ --<~ SEE SHEET 10 V ~ ~ ~ -1Q / -;-✓;: • ½. ~ & ' INST-ALL NEW PED. PUSH BUTTON POST (2.5" DIAi AND '"NEW PED. PUSH BUTTON ASSEMBLY AND SIGN (5 '-,x 7", LEFT ARROW!. ' 0 _______ R_A_~-c~-LE-: D_1 .:_1T_0,A_I_L ______ ------<0? SEE SHEET 10 CURB r----... / _______ R_A_~-c~-LE-: D_1 .:-1T_0,A_I_L ______ ------<~ SEE SHEET 13 V END IPI SIDEWALK ________ R_A_~-~-LE-: ~-.:-1!_.A_I_L ______ ----<~ SEE SHEET 13 V ◄N ► C-7433-2 ~ • 'O ;; " 01 <D 0 I 0 C □ Q_ c', 0 zil: 0 " F " -< "' ~~ _, . ai • <;, (5 /Ill "' 0 I-C z -" ~3' Is! ~ -<( ~ a. J Is! * " ~ 0/ ~ (/J C .:5 .i 0 ~ :i: 'O U/ zg z ro -< " (/J ;\ ON z .. < ~ ./ ~ .~ o~ "' g (/J / 1----------------~-------~--------~-~---~-----------------~---~--------~--------------------------~~~ ~ R~E~: o \I Stantec DETA1Ls i? ~fi_ BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND Zi ~ BEN DAVIS RCE 82033 SAN NICOLAS PAVEMENT REHABILITATION ~ ~ • "' ASSOCIATE CIVIL ENGINEER 1--------------------~--------< ~ i< DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: 1J~ 10/04/19 JE REY W. 1'11LKERSON R.C.E. 63466 DATE CHECKJW~ MRH DATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT ,_SH-E-ET_6 __ o_F_2_5_, 8 $ '-----------------------------------------------'------------------'-----------'----'-'-"-''-=''-"---"'--'-'-'-'--'--'---'-----'-------------------'----'-----------'---------------------'-------__,mo 10% MAX _; AT CURB 10% MAX / AT CURB i____ 4' MIN ____j I 2%MAX I I I 4' MIN I I I ---....__A OR B) CASE "A" CASE "B" FULL HEIGHT CF I ~ VARIABLE ~ '~'>I. I I FRONT EDGE "-. OF SIDEWALK t, / RETAINING CURB ::J II ~!:!1 o• CF _/' -/ FULL HEIGHT CF ~ ~~~--_j~I/Z 1 ZZVZ/.RZIAZBZLEZ 6 Z:FZTYPZZ.2; ,;zz;f'1--0i~- 0~ CF 0 0 0000 25; MAX 5% MIN &: VARIABLE 0 0 00 0 -s 1 LOPE -8.3% IY,AX j o• CF / CASE "E" \_ FULL HEIGHT CF ' '' I--VARIABLE -----I I ~ I I I 0 CF-----_ I I I ·~ I I RETAINING CURB ,. C f\ll f£1Q,T er RETAINING CURB "- '-.. __,.-c, ( j 6" TYP. \_ FRONT EDGE OF SIDEWALK T 4' MIN t -~ Af'P. --2% MAX USE WHEN --· ,..:::::::r:-____ 1--4' MIN --1 1------ ~ : 2%MAX : 4'MIN ~r I I _l_ I ~ i YFRONT EOGE mm~ ~ mm OF SIDEWALK ·-•••••••• I 10% MAX _/ AT CURB CASE "D" \\_ CF r FRONT EDGE 1 OF SIDEWALK ---OTY=.=,-,0=1N~E=ER~-----~Rc=,~---------DA-r=,~- I FULL _/ HEIGHT CF CASE "F" CASE "G" NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS DRAWN: f'. KHARAZMI CURB ACCESS RAMP DATE: 12i2.0i2018 STANDARD DRAWING NO. 181 SHC::~1101-3 SECTION A-A TOP OF RAMP \ ,---RETAINING CURB \ I ~ I IF NECESSARY /\ SEE NOTE 9 i-------4' MIN i' 1 \ _ _ \ I 2% MAX t ::± _L__,L_[T ____ ~~J ~ I I T ,;,».; ~---=--i---=:.-.-,--~--~ 5% MIN & 8.3% MAX T APP. SECTION B-B DEPRESS ENTlRE SIDEWALK AS REQUIRED SECTION C-C ' I@ @ / /' ' @ @ 2.3" MIN AND 2.4" MAX CENTER TO CENTER SPACING, TYP. @ RAISED TRUNCATED DOME PATTERN (IN-LINE) TOP DIAMETER 0.45n MIN AND 0.4r MAX _1_-1 1- 0.2•1 = @ f-=1 BASE DIAMTER 0.9" MIN AND 0.92~ MAX RAISED TRUNCATED DOME 2. J. FRONT EDGE, OF SIDEWALK \ \ / CF _/ NOTES: I I 10% MAX _/ AT CURB CASE "H" ~ 10% MAX AT CURB CURB AND GUTTER WILL BE POURED FIRST AND RAMP THE FOLL0\111NG DAY TO CREA TE COLD JOINT. LOCATIONS '-MTH CROSS GUTTER SHALL 1-iAVE SPANDREL REPLACED. PARKWAY LANDSCAPE AND IRRIGATION SHALL BE MODIFIED IN KIND. ~ /P AY LIMIT BCR ~ / 2' GUTTER □ "' PAY Uk.1IT SIDEWALK .,~ PAY LIMIT ECR __ _,.-~ N, ' \ 2' AC PATCl-1 \ '~ PAY UMll DETAIL A CURB RAMP PAY LIMIT ---===E-NG-·IN~E=ER~-----~,(E~--------~D~ATE~-NO. DATE DESCRlPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRA\IJ'ING NO, DRAWN: P. KHARAZMI CURB ACCESS RAMP 181 DATE; l2/2.0i2018 SHl:~ll OrJ '"''· NOTES 1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODAlI RAMP AND 4' MIN PLATFORM (LANDING) AS IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY OR MAY BE WIDENED AS IN CASED. 2. IF SIDEWALK IS LfSS THAN 6' WIDE, THE FULL WIDTH OF THE SIDEWALK SHAU. BE DEPRESSED AS SHOYtN IN CASE C. 3. (NOT USED) 4. (NOT USED) 5. TI-IE PAY LIMITS FOR CURB ACCESS RAll4PS SHAU. BE AS SHO½tll IN DETAIL A. 6. TRANSITIONS FROM RAMPS TO WALKS, GIJffiRS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 7. SIDEWALK AND RAMP THICKNESS, ni, SHALL BE 4n MIN. 8. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP SHALL BE RELOCAITD OR ADJUSITD TO GRADE. 9. COUNITRSLOPES OF ADJOINING GUTTERS ANO ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24" OF THE CURB RA~P SHALL NOT BE STEEPER THAN 1V:20H (5.0%). GUTTER PAN SLOPE SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF 'MDTH. 10. RAISED TRUNCATED DOMES SHALL BE DARK GRAY IN COLOR AND SHALL BE ADA PAVERS AS MANUFACTURED BY WAUSAU TILE, INC OF WISCONSIN, ADA-2 COLOR A-90 OR APPROVED EQUAL 11-DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 48ff WIDE PERPENDICULAR TO THE DIRECTION OF TRAVEL AND EXTEND 36" MINIMUM IN THE DIRECTION Of TRAVEL ---c=m=E~NG--IN~E=ER~-----~RC=E~--------~DA~T=E~-NO. DATE DESCRIPTION OF RE\IISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING rm. DRAWN: P. KHARAZMI CURB ACCESS RAMP 181 DATE; 12/20/2018 SH~~I 3 01-::I C-7433-2 ~ • 'O ;; " o , <D 0 I 0 C □ Q_ c', 0 zil: 0 " F st "' "' ~~ _, . ai • <;, (5 /Ill "' 0 I-C z " ~3' Is! ~ -<( ~ Q_ J Is! * " ~ 0 / ~ (/J C .:5 "i 0 ~ :i: 'O U / zg z ro "' " (/J ;\ ON z .. < ~ ./ ~ -~ o~ "' g (/J / ~-----------------------~-----------~-------------~--~-----~--------------------------~----~-------------~-------------------------------------------<~~ () Stantec &?11',0fEss,~{ REVIEWED: DETA1Ls i? t:c;,"--1 'IL w,<tr~Ji ~fi_ BISON AVENUE, SAN JOAQUIN HILLS ROAD, AND Zi ~ RECORD DRAWINGS 38 TECHNOLOGY ORIVE 1Rv1NE, CA 92618 (949) 923-6000 TEL (949) 923-6121 FAX i;,!:f ~s;i SANNICOLASPAVEMENTREHABILITATION ~~ No. 63466 BEN DAVIS RCE 82033 _"' These Record Drawings hO\le been prepared based on the best availoble information. \\tJile this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which moy or may not have been Incorporated llto these plans. UNDER THE SUPERVISION OF: ~1J~ JE REY W. 1'11LKERSON R.C.E. 63466 * ASSOCIATE CIVIL ENGINEER 1-------------------------~----------< ~ i< u'/' ~ DESIGNED DR WN z 0 xih CIVIL o'<-~ JWW1DM~ 'AEC A ciML 'AEC '1' 07 /24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~ ~ , orcALI' '11 .;, •11 L:...':. z m 10/04/19 DATE * CHECKJW~/MRH DATE:10/04/19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT SHEET 7 OF 25 8 $ ~--------------------------------------------------------------------~-----------------------~------------~--~===~--=~~~~--~-----~--------------------------~----~-------------~-----------------------------~---------~m o cxi •• !------------1----------,===========r o I 150 I m r--- 0 LL ,, --± ro <D 0 (/] (/] / -~ _l :..L...!u/,. f 1 ~·%' --CO ,------,--cr, -+ ci O CTl ..J. r--- • o, ( -1 15%' ~ "'--' .__.. Ni-=-::t., rn n ' ',L.2,,:,1 ( 1 ,I ---- • I L ?-0%_,,)----'--+-----,---,,---;--;-=:-----i:::'o-t·"'~---++-----------i--------:::l f .? uz:1-·-.::::.+=------,--::-:-+_.,, --jJ-1--_ -_ -_ -_ -_ -_ -_ -__ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -J-i-_ -_ -_ -_ --=-=-=-=-=-=-=-=-] -::::-2'8;3%) ' u "' I 'J . I /o CONSTRUCTION NOTES r,\ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" 11-IICK PCC 12_) CURB RAMP WITI-1 TRUNCATED DOMES PER CNB DWG. NO. SID 181 (SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RETURN. ® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. 0 CONSTRUCT 2" 11-IICK ARHM OVER 1" 11-IICK MINIMUM AC LEVELING COURSE. ® REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT 8" CF (OR VARIABLE! PCC CURB AND GUffiR !TYPE Al PER CNB DWG. NO. STD-182-L RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" 11-IICK COLORED AND STAMPED MEDIAN PCC TO MATCH EXISTING. @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT 6" CF (OR VARIABLEI PCC CURB !TYPE Bl PER CNB DWG. NO. STD-182-L. RECONSTIRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. r,2\ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" FULL DEP1l-l \'._::;I PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. ::::)HS=f\NG--N-'1::-Y-ME8111-N--FS-f F¥P:-) / @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. 150 L 150_, JAMBOREE ROAD - I 75+11.43 BISON AVENUE = ~ 10+00 JAMBOREE ROAD. E---t-:- MEDIAN NOSE DETAIL 1 SCALE: 1 "=5' w -- 76+00 77+00 RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available informatkm. \\tJile this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is .not tesponsll:ile for its accuracy, nor the errors or omissioos which may or may not have been Incorporated rito these plans. (/] 1-x1-.....Tfl\T(: c ~I. Y I1-I1ILJ.1\I r-..., t _..1 ,......, (/] _,--;"' 0 - --, ' , 78+00 _' - I 79+00 __a: u e xJSI l~G 1~[ t::.MEOJAISJ ES--1\ Y~ ~-' := ,-;O 0 0 -~~· ____ g -, m CO 0 .------O'l I .j =; /""c•J"°'-F ----;,c-:-•1. -:-:4 s=-:ro,.__U) __ "1 c -\NG--5 '1::¥-Mffi\-A-N-F-&-H:v ~, ,,....., ' \ , . , I I 1" ' . I I I I I = I .. ' _.J 150 J- DISPOSITION NOTES [El PROTECT IN PLACE <ITEM PER PLANI. [j] REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE RING, FRAME AND COVER TO GRADE. [I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. [}J ADJUST CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE. rn REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL OR STREET LIGHT PULL BOX TO GRADE. (Q] REMOVE EXISTING AND INSTALL NEW WATER METER UTILITY BOX TO GRADE. u.1===+====---------+-----------f----=========t======i -(/] ~ n o ~~,-------+-------"'~ro (/] -· "" 80+00 81 +00 82+00 26 BISON AVENUE 26 BA YRIDGE CONDOS BISON AVE. , 150J- PAVEMENT LEGEND FULL DEPTI-1 AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION I~ l\:::._-:\:._\':::·-:\:\,_':\\\·::':\\\\-:::\\:J CONCRETE SIDEWALK REPAIR 40 I 0 GRAPHIC SCALE 40 SCALE: 1'' = 40' 120 I 33-2 -C 00 0 I 0 C □ Q_ c', 0 zil: 0 " F st ., "' ~~ __, . CD ~ < -(5 /Ill "' 0 1--C z -" ~3' ~] <:( t;:: Q_ J Is! * -£ (< C 0/ ~ J/J C .:5 .i 0 ~ :i: -□ U/ zg z 00 ., " J/J ;\ ON z;,l; <N -/ ~ .~ 00 "' □ J/J / ~----==-------------,----------,-------T-,--,--------------,--jRR~rn~EWWEED:D: _____ l _______ ~S;T~R~E;E~T~P;L~A~N::;--------7~! ~ Stantec ,<o 1 =1'- 0 f'"ESS~'~t il .. Cl. B1sON AVENUE PAVEMENT REHABILITATION ~?,~N \I ,§-v x-"\ 'IL Wi<,te:% ~~ ~ "' !JS~ 1'.gi FROM JAMBOREE ROAD TO STA. 83+00 UJ_ ~ "'~ z,,., BEN DAVIS RCE 82033 \----------------------,-;::::;-~~:;-;::--;~7 ~" * No. 63466 * ASSOCIATE CIVIL ENGINEER s z 0 0'_,. ,;,-DESIGNED: DRAWN: ;;.. CITY OF NEWPORT BEACH 1--_R_-6_0_9_5_-_--i ~ ~ '1;-; CIVIL o'<--+ JWW/DML/AEC DML/AEC B 07 /24/20 RECORD DRAWINGS TM ENT 8 F 25 a fl "OFcAI-I' µ'!!!.L~~"'+:-:-::~~~+.f~+_:__:__+-------:-----------1.A-;::P;::;PR::-;:O::-;VE:;::-D DATE: 10/08/2019 PUBLIC WORKS DEPAR SHEET O !!2 ;::-CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS m 0 JWW/MRH 10/04/19 • 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: r1J~ 10/04/19 JE REY W. WILKERSON R.C.E. 63466 DATE VJ 0 .. --I-I"'-.....;: r---. • <D \ l::i -.. -o .._.. I ½'.' ,....., l-----='18=Q=_J-----+-------------------------+--·-·-_·-_-·_'~--------+-----'-S,'...;· ,~,,.,,,zc,,__~-+-~~CG-_-.-----0 _ lD '-"'-'. \ -~ , =i,:: -.-----_____ ~ "•~•------------+-------------1------------f------='16=5=.f---+ 1----~~--t-t(')-4="" l.U 0 -,- 1------------+-------------------------+-------------,f---7''~--~-=-·lt -,,--c--<li'::O-..t:::::,___(.G • ......_ \ -•-,') ll4~ co 0 VJ t-----------t--------------0 / -t-.;:--ro ::::: co .-\ 1±:: .1 -/4/ro· o 0 t-----------f---------------,~- 0) - a, \/1 lt..lf", t...l )I\/ rr-/ / -,_., \1J2%,) ....... + LO • -_ca__QO \ f------------f---------------------=-,..._,,,,.-+-,'-r, .,-ex).-.-----,,::; N • en \ -~-•l %, • + n <D , t-----------t---------------------~~-s-~_--+-~----•·re--t= 0 o;;a =l= r...'. LL 1------------+------------------------=::..c;~-"'/_"d, 0 "'"r---"°""-1~ (.) \ --.._:_.19JM ro ..-~ (/) \ -..__,.__"'I,-,_ r--,...CO 0--.:%r70·1=----,o-_,,,_ __________ --+-------tf--------,------------t------------+----------t 180 •• I I I I I I> - --I I + a, -00 I -,tj-I._._ (/) \ --=l= V> ~ N O ...._ --+--r-----· <.O (/) ;:;:: VJ N ,...., LL -.tJ '">:-7: . -----+---------= -~ -...__ 1-_7 !J_2 OC) <.0 .,/%r l.lJ -l ~----+---f-----+-------~-~V/4/0CI" r----~ co (/) T I""= o ~ 0 00 -""t" .., . C'S -1-.-.; ~ CO C.0 0 - t------------t------------t-------------t------------t--------,-::7=""--:t.;:;---,i,~,t-',;;~--t---::::-¾_+_S-:f _lN-t-_S_'l::_¥_'-M_·_EB_I-_A-_N_F_S_(_f_V-P-:c_.:-t-__ -_,_CW-_"'"-'-_,,,...,--r-:-cc::-----::"' g '.:_ 1-----------+--------------f--------------j----------------jf--------------'-'--=.'Oc-1,J,e,li'-,__--c:::-_,ro._-.------._ti~-, en lD 0 I-S-"FING----521:: ',' ~,,EBI-A-~~ FS (T-1:'. . ,... •-...:,.0 --:.:::;%';--------co-~---"ir,' O LL ,-..,'1__48~-'--I O -.. ITJ I,{') '-:'. c.n ol -; --. 1-n· o:J ::::: . I I '-1 I "f - I I ... 165 f-- ~==========~===========tJ"'·J~~~==~o~, :::~====:;;;:tzVJ:========:;:;::::==+============t======j"'+t·, t~c==:::g:!0 -~ -~~,a/_,' n ::'. ~ n .:=: ·l±:---------,ca::,,----+------------+------~.;,;.1,r--:------;_3_.1'_=---------------+-------------,f-----'-""II------+------------+-------------+----------, L 18Q_J (ij •0 -, 0 \ I /""\Al .-....-..l~l"T" --._ .tr---.'-;' 0,-;. / ,VL...1'1 ....,,,1... I ....,1'1 --, +~ 0 c._ L 165 .f- CXJ ..-,;.., r----I co -I -· -~ :::...., ,, . -. .......,____. I r,1--.111~.11,rl"lllllJ -, -+-CXJ .:.__ -a')--CG· ~ .. Y.._,i o------+------------+--------------+----------< 0 f------------f--------------------------+--------------+------------_.,,·o,... •• ">-1P,,J -. 1 --. v. 05-Jl:~-..... 0 ..c,..J----------+--------------+---------------< SCALE: t-----------+--------------------------+-------------+---------------+-'--+f -.........._ I --.. _a "".' <O-il--------.f---------------1----------------a -. •. --....... ,. ,,..., .. . -. "' HORIZ: 1 =40 t-----------t--------------------------+-------------+---------------+-----'----------+----------------l------------+---~--'cv~.7-!!J--<c,---¼-------+---------------+---------------l ' VERT: 1" 8' 0 0 tO + I-(¥) w tO ww I~ CJ) _J wI w~ CJ) <( ~ _J 84+00 85+00 86+00 LIBERTY BAPTIST BA YRIDGE CONDOS BISON AVE. COUNTRY CLUB DRIVE 87+00 ABANDON EXISTING MANHOLE SHAFT AND FILL WITH SLURRY 88+00 89+00 1 I PAVEMENT LEGEND WW L, _______ _J 1~1 I \ ... :.\\\ .. = ... =\l FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK REPAIR CONSTRUCTION NOTES CD REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. SID 181 (SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RElURN. SEE PRECISE GRADING DETAILS ON SHEET 6. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. SID 181 (SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RElURN. ® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. 0 CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. &@ REMOVE EXISTING PEDESTRIAN PUSH BUTTON FROM EXISTING TRAFFIC SIGNAL POLE. INSTALL NEW PEDESTRIAN PUSH BUTTON POST WITH NEW PEDESTRIAN PUSH BUTTON ADJACENT TO NEW CURB RAMP. INSTALL CONDUIT TO NEW PEDESTRIAN PUSH BUTTON POST, AND REWIRE EXISTING PEDESTRIAN PUSH BUTTON WIRING TO NEW LOCATION. GRIND EDGES SMOOTH AND PLUG HOLE ON EXISTING TRAFFIC SIGNAL POLE WHERE PEDESTRIAN PUSH BUTTON WAS REMOVED. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. STD 181 (SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RElURN AND WITH SINGLE WING. SEE PRECISE GRADING DETAILS ON SHEET 6. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. DISPOSITION NOTES PROTECT IN PLACE (ITEM PER PLANI. 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. ADJUST CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE . ADJUST CNB MONITORING WELL BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL OR STREET LIGHT PULL BOX TO GRADE. UTILITY COMPANY NOTES ® ADJUST TELECOM PULL BOX TO GRADE BY AT&T. GRAPHIC SCALE 40 0 40 SCALE: 1'' = 40' C-7433-2 -C a, 0 I 0 C □ Q_ c', 0 zil: 0 ,-.. F " "' "' ~~ __, . ai • "';, (5 /Ill "' 0 I-C z -" ~3' Is! ~ -<( ~ a. J Is! * " ~ 0/ ~ (/J C .:5 "i 0 ~ :i: -□ U/ zg z ro "' ,-.. (/J ;\ ON z .. "' ~ ./ ~ -~ o-"' g (/J / ~-----------------~--------------------~---------------------------~---~----------~------------------------------~~~ ~ R~E~: o RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available information. \\tJile this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which may or may not have been Incorporated llto these plans. \I Stantec &?11'-afEss,~{ sTREET PLAN i? t:c;,"--1•i1.w,<1r~Ji ~fi_ BISON AVENUE PAVEMENT REHABILITATION Zi ~ ~ ~ ~ s;i BEN DAVIS RCE 82033 FROM STA. 83+00 TO STA. 89+50 ~-~ No. 63466 , * * ASSOCIATE CIVIL ENGINEER 1-----------------------~-------~ ~ i< u'/' ~ DESIGNED DR WN z 0 '1h CIVIL o'<-"c-JWW1DM~ 'AEC A ciML 'AEC '1' 07 /24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~ ~ 'OFcALI' '11 .;, •11 L:...':. >-------------1 z ,;;- 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: ~1J~ 10/04/19 JE REY W. WILKERSON R.C.E. 63466 DATE CHECKJW~/MRH DATE:10/04/19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT SHEET 9 OF 25 8 $ '-------------------------------------------------------'-------------------'----------'---'-'-'"--'--'-"-'~--"'-'--'-'--'-'---___,_ ____ _,_ ____________________ -'------'------------'------------------------'--------~mo VJ c,-~ "' 1-----------+------•=~-~ ~5TOO:fl~u·-------+-------------ll-----------+-------------f---------, CONSTRUCTION NOTES t-------------1--------t--"ic"'I cri---~,+v >--------------l-----------+--------------l----+"-"·,_+e"--------l-----------+-+1,1 ' .. 1-26A+)_i:s,___ '" • :-,..:; 0 LL .-O ·u,_ I 0 CD REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. SID 181 (SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RElURN. SEE PRECISE GRADING DETAILS ON SHEET 6. L 153.J ---1 + en ;:=:; _ o --f-A ,., ~-:J.. ~ 00 ,-..;..-_------<=a>-!--+-----'<'---------="----=<=.-:_ ~9%0,.____a;_,_.------~ :.:,.k-~--~~ ;'.: L 125 _f- ~·v !0 0 -,,~----H~'~===========+======================+=============-=--~~v,8=Z~J~~==m~t-~==~~====--::;i~-l===~-~~~='~======-~::::-:':::::~~~~~~~---~•+·'_~_~~-v-+-,-+------------I------------+----------, 1-----------+-------------t--------'-"--=--+-~---,,-..----:.: ...,..; 0 ..... _ \ -_ 1-/, ~;_ -- ---1 ,.. T 'V • N -c-t:: -.r N "T ;::--, , ~~--+-------~-~-~'--.2.--W-%o) ® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. (j) CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. ® REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT 8" CF (OR VARIABLEI !---------------+------.__------1-----__.,,c.._---"-"'v .. Oo= m 1~-ac-----0..,.,=-----------j-----------+----------------t~'"-'c-"""..:...26Z1 "' "-=-4------\E!Dl;.fS:f.:UCA-i:::::El:=E:r:O[H'iSl·'l'=l====:::'.:'.'.::'.::::::==:~~:::'.::t::===========t===========:t:======1 ---, ' ---/ K 1-s. ?-6¾ O> ._. -f-o...:__ I_O,Zc!---'s-+-----/-/----------+----------,,/~---.-----------+------------+---------, ff _o, -"-✓ / I I l-J l / VJ u VJ ,-,,,,..... ' r-.. ~ ,, '~ ,-,..._ , \ J VJ SXISlITI.t.,_ -"I-'I y " { ~-l,{l ~ L ./\I JI ~1, I'll LI I_\._J \I Ir,/ PCC CURB AND GUTTER !TYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. ..,....: LO -• ~ ,.....; I", >-----------+------~"'~~.-----+------------+-------------+-----------<'<oo~ ,.....;~o,c------------+-------------+----'=!o ·- @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 9" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2 . ---'-;--,..:; ---~·' T 1,q O -LL .!.. at"' LL I I l_ll l .J - VJ 1-'l( -..II _ 1\1'1 Y 1\/11-llllll'I. I-'-.. I I-' l u U"l ---~ L.()ILL ■■ I ,-:CO _Q O ·i:::;:: I ~ ' "1FNTICAL::Ef1ii"' U. I\J t-:'i \ I l r' J - •• I I I I --1 I I I - &@ INSTALL NEW PEDESTRIAN PUSH BUTTON POST WITH NEW PEDESTRIAN PUSH BUTTON ADJACENT TO NEW CURB RAMP. INSTALL CONDUIT TO NEW PEDESTRIAN PUSH BUTTON POST, AND REWIRE EXISTING PEDESTRIAN PUSH BUTTON WIRING TO NEW LOCATION. PROPOSED PEDESTRIAN PUSH BUTTON POST FOUNDATION TO MATCH EXISTING. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. @ RELOCATE EXISTING TYPE 1-A TRAFFIC SIGNAL POLE TO LOCATION ADJACENT TO NEW CURB RAMP. INSTALL CONDUIT TO NEW TYPE 1-A TRAFFIC SIGNAL POLE LOCATION, AND REWIRE EXISTING TYPE 1-A TRAFFIC SIGNAL POLE WIRING TO NEW LOCATION. PROPOSED TYPE 1-A TRAFFIC SIGNAL POLE FOUNDATION TO MATCH EXISTING. L.() ...,'. CO ~~ --: N !---------------+---.-.-.---"l,~~'f c,ft--,s ---_---t-V',w:_>-------------+-----------+----------'¥--rl aj Ql~N'l-------~r.r .. ~----+--------------+':.>· ~ DISPOSITION NOTES 0 I ■ ■ ■ 153 I I I .. OC) -0 ' .-+ I"--I '" ' J O ~ ..-'J ·-½--+-------e;i;· _ ,-..,..,. 0;3:J? o I.() LI- O - 0 0 - (/) -- ·-"c m ,-. I'<') . ~ LL ...... ,..... 0 ci u") " 0 LI- N +N , \ 0 -\ 0 \ U"l --o, LI- O "' 0 LI- 0 d cri ~ 0 r--• .. - fl I I 125 f---- [El PROTECT IN PLACE (ITEM PER PLANI. DJ REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE RING, FRAME AND COVER TO GRADE. (I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. f-----------+--------------t--------~-.CCJ.,,_,.1,z_;t---1.-&+--~----"' ~ -0/ ...::t-- \ ,i-, N \ QJ [[] ADJUST CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE. --{-..A :,_,,.-O') \ J -• 1 /%---y--o,-....., I ;--........_ \ ::~NG S'LY M-JAf~ FS (TY:'.: REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL OR STREET LIGHT PULL BOX TO GRADE. ~=========l=====t:=1xr;:nrn!=::s;r□1JID:titm:::Es:::rrrr::Ej:::'./'===-=-======t========~~=t===r::w;:_:j:jj~~~;:::=:j\AFA+:i1N=r::~rnw=+:=t'==-=·•"'=':':"''-=-=~l==:'::=!'',-BENf1·L'..A-L...n01·N'-T,,----tt----------------1t------------+------------+-----------t f-t-XI" 1 "" " 1 ' f-1 i1t-1 '" t-" " n-' 1 ~ L1d-S-T-IN-G S 'Li'---M~u: r ~ FS (T'f-t--L-:'. !,_____1~---0---+------vM_c,-____ +---------------------------+-------------+-------< UTILITY COMPANY NOTES f-----------+------~:;<l~i-,,;::~,----1-------------t-------------t>-----------'.;-tso,"'ca~+------------t------------t--er"IL">-----------l------------+------------j-------------+---------j (i) ADJUST ELECTIRIC MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE. @ ADJUST GAS VALVE BOX TO GRADE BY SCG. -_-',..,; ,.....; ~LO QLL l"j LL 0 U"l o u:: L 153 .J ---o,, .---V1 -v. -o -.::t--.LL " - -o , ~~ '-=' ci r.o o ...... r--_ , + s:::::::: o ....... u, \. --(-\ ,...,..... IT .--+-.-o L 125 _f- ' + ;:: :2 -; -,_ c: ·,,,..-----,stc;,1-N-,-----------'j0E-1T,i+--~'r-TT"<T ~,c,---r-,7nn--r--+------~~-..-e'=·L 'J_..2.g_z _J--t-'--.-----------+------------+----------, --5._~'"'J m +•<---------t~t-5·;.._ ____ -+-----------+------------+----""-.~v·, 5~·~~",-----V+'-----,.i,--+cl'.-~------;,''-=·1 "I·d 1-Eu;JlD '11.1 e-1 I 1.1Nl-'l-+---ll---------=-~----=-i1-------------+---------------I SCALE: 1-----------+-------------t---------~-~-+---'ec--,·",e--' -c-4 "~',f)-j----j----,,'--/----------+-------------11-------------+--------------1 HORIZ: 1''=40' //_+---=--·.-,,,6''-".%,J~"-+'' ------+------------+-----------+--------------=-~-·-,s1-,~✓-----------+-----------➔-----------+------------, -_J_ -.:t--, m-/ t------------1----------------<ars.ING s-'!II](;_;=c1 2'r,'.[v~r=~'---'----+------=---------+-----------+-----------+------------+-----------+------------+-----------+----------------j VERT: 1''=8' 90+00 91+00 92+00 93+00 94+00 95+00 96+00 CAMELBACK STREET 0 0 + ;::: " 1-0) w ww ZI :J Cl) Iw Ow ~ Cl) ~ PAVEMENT LEGEND ¾/,~ l.., _______ L) 1~1 [\\\\\::\:::\:::\\::::·\\'·.\\··,::\\:':\::\:J FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK REPAIR 0 C □ Q_ c', 0 zil: 0 ,-.. F " "' "' ~~ ..., . ai • "';, (5 /Ill "' 0 I-C z -" ~3' Is! ~ BELLCOURT DRIVE GRAPHIC SCALE -<( ~ a. J Is! * " ~ RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available information. \\tJile this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which may ar may not have been lncarporated llto these plans. 40 0 40 SCALE: 1'' = 40' C-7433-2 0 / ~ (/J C .:5 "i 0 ~ :i: -□ U/ zg z ro "' ,-.. (/J ;\ 0 N z .. "' ~ ./ ~ -~ a~ "' g (/J / ~----------------~---------~---------~-~----~------------------~-,-------~---------~------------------------------<~~ ~ R~E~: o \I Stantec &?11',afEss,~{ sTREET PLAN i? t:,;,"-"''11.w,<tr~Ji ~fi_ BISON AVENUE PAVEMENT REHABILITATION Zi~ L,_J , • O ;-r, z 01 ~~ -s(N ~ ~ z "" BEN DAVIS RCE 82033 FROM STA. 89+50 TO STA. 97+00 (/J-~ No. 63466 • * ASSOCIATE CIVIL ENGINEER >----------------------~----------t ~ i< u'/' ~ DESIGNED DR WN z 0 xih CIVIi.. o'<-~ JWW1DM~ 'AEC A ciML 'AEC '1' 07 /24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~ ~ , OFcl'-1..1' ,;, -11 .1, L:...':. >------------< z m 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: ~1J~ 10/04/19 JE REY W. 1'11LKERSON R.C.E. 63466 DATE * CHECKJW~/MRH DATE:10/04/19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT SHEET10 OF 25 8 $ '------------------------------------------------------'-------------------'------------'-----'-'-"-'-=-c---'--------'-'--'----'--'-'--_...,_-------'---------------------'---------'----------'-----------------------'------------'ffiO 1---------------l-------------l--0-!" [l' o~----------+-----------+c~-1-----------+------------1------------+------------1------------+------------1------------+--------+ CONSTRUCTION NOTES 0 r--0 LI-(f) 0 - -~ QLO ,.....;n .,-, ,.!... ·;:: .t - L 120 _J O') ..... O') - \ \ :JS=flN6--N-'I::' E6 (=f'f~.; ~ LI- 0 0 ,~ V) V) ala 0 X -"" r--1-N 0 -· st ci r---· -0 □~ .,-, "' a, -,-v• ;:r r----· m -\·U.117-In f\A OJ'\ " ::: MS-rlN8-N-'l::-Y-M EB I-AN FS-H-Y-P:-; y 0 m r-- u V) 0 0 - lU.o-=i101 L 120 J-- '120 1--- ® 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 9" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. DISPOSITION NOTES (£] PROTECT IN PLACE CITEM PER PLANI. (I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. t------------1-----------t---a)•--+-----------+-----------+------------+------------+------------+------------+------------+------------+-----------+----------< I I I I 111 - - I - 1-------------+---------=.eu.,'---T"-~~,_fc,·l±a~---=4 -'n I 1......: n D 0 "'. I V) .-. ~ u_ o _ o_ • 0, I ·' ~, _,_ 0 0~ O_o N N". • 120 ch -,--· + o ---------=r -o co..-co -~ -m-._.. ...,, -n ""ll:54%'·,\--+----f-t);l Q%·,r --+--+,Elc56%.,I---HIMQ% " 120 f-- _X_I ...._ I l_l\lf '--.. Y ,,--.:;;r-, '' --1-1 11_/\_l\1 1-:: r -I "' l------------+--------------1 1-no "-~:=:=:=:=:=:=:=:=:=~:=:=:=:=:=:=:=:=:=:=:=t -~·J:=:=:=$0 i~"-~===~t-11;·-,,--~·---------+------------+------------+------------+------------+------------+------------+------------+--------+ :::::··o, 0 I.[) en ,,..., N o ··~l i"',i---------+-------------+-----------+-------------+-----------+-------------+-----------+-------------+-------, ~~~---------+-------------1------------+--------------1------------+-------------1------------+-------------11--------1 1------------+--------------1 1-<»'--. ..---+ cn =t--_aj_+-c-1=-~· ---------+-----------t-------------+-----------t-------------+-----------t-------------+-----------t----------1 co ..-co ,- L 120 _J / I 1 ' ---.JL/ol L 120 J-- l------------+--------------11----'l-----------14-l(h..20%'1-----------+-------------l------------+-------------l------------+-------------l------------+-------------II--------I ~ \ \ E=========3===========l==~§~:IB~:::§~8~E±ffi~========f===========E==========f===========E==========f===========E==========f==========3 SCALE: JS-1JN6 S 'I::',' rr :f'fP:-)-1----------+-----------+-----------+------------1-------------11-------------1-------------1--------------< HORIZ: 1''=40' \ \ 0 00 T""" + ~ r--. w O') wW I~ 00 _J WI wO Cl) ~ ~ 98+00 99+00 100+00 101 +00 102+00 103+00 --. ' ~ 104:1:_oo \ S84'41 '23"E \ \ '".< \ \ \ \ ' 104+00 104+00 VERT: 1"=8' PAVEMENT LEGEND i //,o/'77 7 L _______ _J l~I 1· .. • \\. \. • • .. ·.\\] FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK REPAIR 0 C □ a. c', 0 zil: 0 " F st "' "' ~~ __, . ai • <;, (5 /Ill MACARTHUR BOULEVARD "' 0 I-C RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available information. \\tJile this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which may or may not have been Incorporated llto these plans. GRAPHIC SCALE 40 0 40 SCALE: 1'' = 40' C-7433-2 z " ~3' Is! ~ -<( ~ a. J Is! * " ~ 0/ ~ (/J C .:5 .i 0 ~ :i: " U/ zg z ro "' " (/J ;\ ON z .. < ~ ./ ~ .~ a~ "' g (/J / ~----------------~---------~---------~-~----~------------------~~--~---------~-------------------------------+~~ ~ R~E~: o \I Stantec &?11',afEss,~{ sTREET PLAN i? t:c;,"--1•i1.w,<1r~Ji ~fi_ BISON AVENUE PAVEMENT REHABILITATION Zi~ !.,_Jl.,.J O;-r, zCO "'~ z '° BEN DAVIS RCE 82033 FROM STA. 97+00 TO MACARTHUR BOULEVARD ;;, ~ No. 63466 --<t * ASSOCIATE CIVIL ENGINEER t-----------------------~---------1 ~ i< u'/' ~ DESIGNED DR WN z 0 -1h CIVIL o'<-~ JWW1DM~ 'AEC A ciML 'AEC 11" 07 /24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~ ~ , orcf>.LI' '1' .;, •11 L:...':. >----------1 z m 38 TECHNOLOGY DRIVE (949) 923--6000 TEL IRv1NE, CA 92618 (949) 923--6121 FAX UNDER THE SUPERVISION OF: ~1J~ 10/04/19 JE REY W. WILKERSON R.C.E. 63466 DATE * CHECKJW~/MRH DATE:10/04/19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT SHEET11 OF 25 8 $ '----------------------------------------------------'------------------"----------'----'-'-"-'-=-c-'------'"-'--'-.c..,_-----'------'---------------------'------'----------'----------------------"---------'ffiO I -------------1------------t------------+-----------+-----------+----------I----X J·'·• :r,'L__ ,) - ~~t-==================~=====================+=====================+=====================+=====================+===================:::;~~~=======~n~lst--=--=--=--=--=--=--=--=--=it_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_1-t_-=--=--=--=--=--=--=--=--=-~-;,-=--=--=--=--=--=--=--=;c:So:'-'ND;'f-l --------,;rt, -15· ·~•-----------+------7 U1 ~ ~ Tr lA.B'oo/,!-~-,,....-J=----'-o?f'=+------11--------1 l-------------l------------+------------+-----------+-----------+-----------1°:m-,,-------r 1;;,---:::--,-------------r------,:zr•fu====~lr =====:::::=:~':"''::=:;:t;;;:::==::::'!~t======t======= '-----------1-------------l--------------+-----------+-----------+--------1,~c~----~;·~,---~~~~~,,~~~--.,~_,f-----------+-"----~=-•~noc----~~~1~~i--_-,~,,~~o1~--~~-~----5cH~~----~- o -0) - -.,,,,,,. 0 li l() ,..,:..-':=:' ....... ..----1_;,,:: ,, ,130.J a m "'I" 04 .4-_gY/o, __ -a en ° c::::-=r ·v '¥c' --n ~ + N ~.' Im • -0 !JI :;,:::; N ,-,-1n.,9=i~ -,-• •• CO O'l 143 j--- o• ~----"=n,.,_N_rlr\<.'J-A/1',l-_,'\__.....=+:-=---------°"'?-B' "'~· '--J''-t-o-I.' X + m -;' -~------1 -1------I-----+-----==----+ ...--.L O'I I ~ c;i N lO ~\ • .-1,1110 --,A------+-------------+-------, If) n • N l.() 1-: ~...,.._ --~ (/) 0 tc 0 o:=-,n TN ..----.,.-1/t_h O• --- i-,--, ,-----13-"%1 -I 0 T.,., n ci . .,._ ·f I.() NI~" ---II_J.l::_1\1111 _.lil 1-..Jflll\ I \'J:4~"'1 1-----------+------------+-----------t,>"' :2 + c,i ,~-g•'> ---..._ If _Jd ,n, '~ ' -E->H-SffNG---WI:¥ EG (f¥:7 . (I] ,n' . "F~'+------t------7 l----------1------------11------------l;=-I ,..c._---=;::➔,-~&.-99%)=-=+=:..:-:..._ __ _=:,,.__Bfl-SflNt ,,-'1:1'-EG--{-T-°fP-l,. ,~---+---------rovl~0=..:::..._ _______ -+-=..::..::..:..:.:...:c...=.....:....:....:::...c.....=..:c......:..:....:..:.-f-------,os-f -, . .,, __ _ (/) . 0 -~ -. n 0 l-----------+-----------+-----------+-----------+-----------,---------,05;:~:::-----"'+·~r --~~-•1•"'~1------------1----~o~~ 0 +r::o ,- 0 0 ·O 0 r: ;;:::: N ..,:... ,----,~ ¾I -1-------------ll--------------l------------+------------+-----------+-----o~1~~---~~.~oic------~,-=---{~-I I~ r~,:/,}L,.--=-=------+--------11-------t-------.----~:).V -= 1-----------1-------------+-------~•A~t=~~-8 -- 0-, - N ri e1-m 0 - ". = ..-_ .. ,, \,l. . ._,,o_ " + :: X+s-'FI-N-6--N-'l:¥-M 81-AN--EG-( =f' ,'~ . '. I E-~1-S-T+NG-N 'I:¥ Mffil-AN i-EG (TY~.: (/) (/) 0 (I] ci'° .. ~N 0 LL O LL lf)1 .. '. 0 ~ 0 - 0 <D ~ N co= I .J I • • • I I ·- . ,• --: I • I 143 f- ~---------l--------------1--------------1------------+-----------+----------=tj_~~---~,,.,:');j""a'---;lO-l..: en ci .---.---,,o _ _. • o-, c •• ,,-~±===========t====::rr~===j o~ji-;l:====~+~•ot=~~~~==~-'.'.:::::-====1 ~~~~~--;•J::==+======= a-+ ----o ~-_. , 130 (/) I_~ 0 '·4------50 .' -1------------t--------------t------------j---------j ~ I~ ' -----------+--------------+------~wcc.ith--" t--LL £ ,,.., A_Q'7..l .c.::. 0 ~"',----<><~. N ci~ +1 N ..-..-,Hl~ ~ -----" '\ ' E)(ISTIHG S'LY MCB::.~ (/) ON "' I ,._; \ I I I . J •e ,n • , 0 ~ ,n 1-----------l------------+------------+------------j-------------i-------------;0 s t-=-::,---~=t-·I") ... , -...... l-~==================j~====================j=====================+=====================+=====================+=========i 1,~;>----,::~N';l-----:_:,'-h•~t1li':4.'o~'/, - ::;:::::::::---- ----- / \ I I ; I 0 .~-i------aJ'cj-"-i°'r--::-;:'f"/, -I LL Olm ,tj--.---,c:·1 o1 ---I 11 +00 12+00 13+00 14+00 15+00 I I 16+00 (/) 0 ~ .... eJ.-'iJ'/,,' F, I") ..... ~·J-,_ --- • 143 f- ~1~.l§,1\~k ~''......cc:-:___-____ +-------I-----+-------- 143 f- 17+00 18+00 21 UE FONTAINBLEAU 9 0 ' ,c Fm TAINBLEAU JAMBOREE RD. CONSTRUCTION NOTES G) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" 11-IICK PCC CURB RAMP WITI--1 TRUNCATED DOMES PER CNB DWG. NO. SID 181 (SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RElURN. ® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. 0 CONSTRUCT 2" 11-IICK ARHM OVER 1" 11-IICK MINIMUM AC LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 10" FULL DEPTI--1 PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. @ REMOVE EXISTING AND CONSTRUCT CATCH BASIN COVER, LID, AND PORTION OF LOCAL DEPRESSION PER CNB DWG. NOS. STD-304-L, STD-305-L, AND STD 306-L. PROTECT EXISTING VERTICAL REINFORCEMENT FROM CATCH BASIN WALL TO TIE INTO NEW COVER. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLANI. [j] REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE RING, FRAME AND COVER TO GRADE. (TI REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. UTILITY COMPANY NOTES 0) ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T . 40 PAVEMENT LEGEND v ~-J L _______ Li l~I [:\•.::i::··\\·::':\·:\:.\\\::\::\\:\:::::.·<:·I J ◄N-- ~ FULL DEPTI--1 AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK REPAIR GRAPHIC SCALE 0 40 SCALE: 1'' = 40' 120 I C-7433-2 0 C □ Q_ c', 0 z il: 0 ,-.. F " -< "' ~~ ..., . ai • <;, (5 /Ill "' 0 I-C z " ~3' Is! ~ -<( ~ a. J Is! * " ~ 0 / ~ (/J C .:5 "i 0 ~ :i: -□ U / zg z ro -< ,-.. (/J ;\ 0 N z .. < ~ ./ ~ -~ a~ "' g (/J / ~----------------~--------,----------.---,------,,--------------------,---,.:;==:;-------,------------=~=--===-=-=--=--:----------,~~ REVIEWED: STREET PLAN :i: ~ () Stantec z --: #::..--::0:"'Es!=;?:;% J1. .. fi_ SAN JOAQUIN HILLS ROAD PAVEMENT 1; JBITCHN0L0GYDRll'E (949)92J-6D00ITL !J!:::~ 1'ii ~ REHABILITATION :;;:,; 1Rv1NE, CA 92618 (949) 923-6121 FAX "' ~ z oo BEN DAVIS RCE 82033 (/J ;; * No. 63466 ASSOCIATE CIVIL ENGINEER 1-------F_R_0_M_JA_M_B_0_R_E_E_R_0_A_D_T_0_S_T_A_. _1_8r+_50 _____ :----i "i ~ UNDER THE SUPERVISION OF: * 2 o TheseRecordDrawlngshO\lebeenpreparedbasedonlhebestavailableinformation. \\tJile r 1J~ u'/' ,;y-DESIGNED DRAWN & F NEWPORT BEACH R 6095 S !;!o thl, otamolloo ;, beH,..a to be cellobl,. City of Ne,pat ,.,,h ;, ,ot """"'•'• foe ;t, '""'"'·oath, 10/04/19 ,i,~OFC/CV~ ,c~'<-,i' JWW"''DML/: AEC D:ML/AEC 1 07/24/20 RECORD DRAWINGS / / CITY O - -< > errors or omissioos which may or may not have been Incorporated llto these plans. 1 t:_ ,..._..__,~ v ~ / 1 ,_,, L--------------------------=============--------__i_JE__::_R_E_Y_w_._1'11_L_K_ER_s_oN ___ R_.c_.E_._6_3_46_6 __ D_A_T_E_j_ ________ _Lc_H_EcLKJ~w~~'L/M~R::_r:H!.L_DA_T_E...!.:10~,/'._!:0'.'.t,41L!1~9LN_O_j_. __ D_A_TE _ __L.D_E_s_cR_IP_T_IO_N_O_F_R_E_VI_SI_O_Ns __________ _JLA_P_PR_O_V_ED_1.._D_A_TE_:_ 1_0_o_s_2_0_19 ____ L_ ____ P_U __ BL_IC_W_O_R_K_S __ DE_P_A_R_T_M_E_N_T ____ L__sH_E_E_T1_2_o_F_2_5___, ;~ RECORD DRAWINGS , ~ ~I-S--"FI -6---N '1:-¥-EG r -L() "'!I' N c.o O I -u_, • .: ' -.... -·T L\7 11 \._ 1°1\ I 'I y I-{ I I ~-----\c -o·•,')%1 --, CONSTRUCTION NOTES r,\ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC ~ CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. SID 181 (SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RElURN. SEE PRECISE GRADING DETAILS ON SHEET 6. ''" -+l:1) • 0 -f:2 +i_.: ..----n r---~ 1-_... □--~ / ,~ b,.A.1-...11,1 1\1 _1_ ~ Y t-'1----,\ -~;::r:_... _.,, 0 u... c.n c51....,.. '::-'.--~ 1t:.._1,G%1 _... ,... ~ N 0 90-%_... / ~"co 1 195_}- -r:c ~~..:-N tO ,-, I.J.... ,-_ 0 "'I"• _... ' _,_, j l_!'ol _... 0 u'":...J--------+-------===---- .__, -.-o u, .-o + I ;:r _... • L.() -~co:.--1-J ___ +---,+~+.:j_ _=--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---+t-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--~~' ::..::_--+----icolf· -~=-lt------t--------=== l---------'=1=6=0 _J'----------+-----1-~~';'--r.:=-------,~;,·1, ~t--=--=--=--=--=--=--=--=-'cL-'-_= 4+:'.:'.:~-=--::::i•,,;;5::::.-6=~f'-~~~j ~~~~~~~~~~~~~~~~~~~~~~-~--'-f_i~ '~,,,:;B;;:EN:-;:,:-i:n+r&A~l:~P:;;0"°\ii :, ;L'1"e+L...,=-.L=--.i_=~: ~ti-,~ ~;===::~~-I:gt====~: ·I ·P---43,_~ _o/.;,e:,)c.e....:-:::_--d _c.-_= _"' _-_-_-_-_-_-_-_-++ _-_-_-_-_-_-_-_-_-_--c::,-,.t,11-,;co;;--,/f---------t ----<'s'° ;_.., -~.' - ~==========1======1==:co~===::,+~;v~---:;:-;;rn:i--:::::"'J._.=-:..::_---t--------===±===========::rg=;t=t=N tO N I"--1.<rf'> _... -I ---FV N O'l tt-==========r======i=----1--____;Vac'j.c::____,_\09'~' """-'' =-=--=------+----------=t=========:o (/1 \ c--i· ._, c·,r -~t\.B_::.1°-f I.J.... r,"\ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC \..:'.) CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. SID 181 (SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RElURN. _ --'--v _. -, -e x\SI\\'Sl:c=tl .1a,,Y EG=tJ_y..., 1 -. _ ;::; :_ "' / :J&%"_ '::::: o ---: ' '-4-'-' 1%1 _... o ..J_ r---. en ,......; t===============----t,L✓-::....::::_ __ +-------------if--------------::s~(/)=====~-s:lt:'===:'""~--~'-:::J~;:_?-...:-2:::_ _____ ===±===========t====::,::;:i~(/)c,=-=-=-=-=-=-=--~ogjl~==~'°~ C "' O U:: .,., ,.._ • :-a:: I ....,: -'-._. =♦= '° . c.o ,r co "-c.o ® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. 0 CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC 1-----------+------i I I •• I 160 , II I fll - I I I , I I ·, 0 u: o· - ,, "' 0 + -~~ - ...... ..-t::::, + 1:'J ~ 11.nL.111/\1\I L.o....: I v 1-1 I ,, ---' y I..._ I 11\ I l " [Y__ME II I\ 1\1 e , I vu \ \ 0 c-- N - ·r Al, 111\11, 1\1 I l I JIL11\I r-l-, I Y 1-' J .. cc 'O ...., u... - -.. J • I • •• W W II I I I 1 +~~:------------+-----------t----------J,·~-rl111 . r-,,_ a ._:'7ol C/1 -N l.f-)--~.:'..-J .----.__. N':: -•O _JI"'-,-.. ,,,... r")I\/ rr 1 \ f ,r ';:: ..J..Lf) -\/I It.II"' t 11\I l_.r,.....'At.l \ \'+•'-'-- O'l ,-11 At.I ., / O LL . ~ n1•--/\1,.._111 1,v ,.J LI ,vlLL.11 '' I 0 \ I .1 Ii;. --,, 111'1.'IJ -..JLI 'IJ\l't 1,.J \Ill./ ru .... --5---t'j-:G _ '° , --_-+ 0 0 -a u: =...., ... ..,, -- + D- N -:BENTICAI: PO\;;~ + "'- 'ol • " 0 u... o_ u N ''"'°4-------t=--\cJ't~fi ' N ·tu ~ r , I i"l\11 ~ -...., I Y +I"! lD _1 s .2o'fo);: • 0 I 1951--- 195 f---- CURB RAMP WITH TRUNCATED DOMES PER CNB DWG, NO. SID 181 (SEE SHEET 71 CASE "H ". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 9" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 10" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. izo' REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE! leJ PCC CURB AND GUffiR !TYPE Cl PER CNB DWG, NO. SID-183-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4 . @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO, STD-180-L. f,;;;\ REMOVE EXISTING ACCESS RAMP IMPROVEMENTS AND CONSTRUCT 8" CF ~ IOR VARIABLE! PCC CURB AND GUffiR (TYPE Cl PER CNB DWG. NO. STD-183-L, AND LANDSCAPING TO MATCH IN KIND. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. DISPOSITION NOTES ~ PROTECT IN PLACE <ITEM PER PLANI . [j] REMOVE EXISTING AND INSTALL NEW STORM DRAIN MANHOLE RING, FRAME AND COVER TO GRADE. (I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. [}J ADJUST CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE. [ij REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL OR STREET LIGHT PULL BOX TO GRADE. UTILITY COMPANY NOTES l-----------l--------+-----+--------=i fo' ____ "1s'I -"':-----------Ht~"'"-----.-e;-A'ii'l,' l-----------l-------l------+----7";r.='w:_~---~□ ~ N -t5.\J !_. -,-'\-c=----14-==-----------+--------°'s+-_--~. ;=;5 it-:c1'~0=:--_-_-_-_----:irrf't-, _.,,·'-----j1------+-------1"'. \0~ -.. 1, ·lf> 0 LL ---I LL '--....' 01 "'-.,.:--.O.~f~N'-_ _.:_N~:...._1------+-------@ ADJUST GAS VALVE BOX TO GRADE BY SCG. 0 +u.J .---' tn O ..------,.A l" ol -J O ... , __ • .--I '----'. lO ,..;.. LO ~ tf/;; 1--rL·., \.Q_C'_Llf¾rC S 'LY rL·, , I 8 ~ :; 160 I 0 u... -.,. .a, it .,. ------ D-1 E" ~ '6----t..:,Jl:J ?o) <O "' -"''.:-5--"F!NG S'1:Y EG (TYP.l ~ .. --;-;:; ")/Joi ---I 195}-@ ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. ;;=; ,-lL\,.~ -;:-r:rn V \ I I I ., orS: .:.,· 1--------------1------J--~'';'-~t-;°'_"-_-_-_-_-_-~'+~,•O ffl''\-_..1,,..c-C::..::-:::_ ___ l-------------+----;-;::;-;::-;:-;-:;:,;:;,;,---,:::;-;:;,.:-,:;~r=t=:::;t :1~"1"m~•-------;~ r---_ '" + :;:; v• ~•~I'" --:GEN-fl&Al:--P-0IN.:-~ "' --•~-c-41~ -I I 0 C\I lC) ,-+ I-~ Ww Wz I-m _J I wo w I-m <C ~ ..-\ -----~ \ 19+00 20+00 17 RUE FONTAINBLEAU 11 PAVEMENT LEGEND FULL DEPTH AC PAVEMENT SECTION 21 +00 1 RUE MARSELLE 22+00 3 5 7 RUE MARSELLE RUE MARSELLE RUE MARSELLE 23+00 24+00 25+00 r----_ _________ _ 26+00 27+00 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL LOOP DETECTORS ON BIG CANYON LEG OF INTERSECTION. ALL PAVEMENT REMOVALS AND COLD MILLS/OVERLAYS SHALL MAINTAIN A 1' CLEARANCE FROM EXISTING LOOP DETECTORS. 16" W ll----+-'-l!-"'--"--1 p SANT A CRUZ DR. SCALE: HORIZ: 1"=40' VERT: 1''=8' 40 MEDIAN NOSE DETAIL SCALE: 1"=10' -... N .. GRAPHIC SCALE 0 40 SCALE: 1'' = 40' 120 I 1 C-7433-2 0 C □ Q_ c', 0 zil: 0 ,-., F " -< "' ~~ __, . ai • <;, (5 /Ill "' 0 I-C z -" ~3' Is! ~ -<( ~ a. J Is! * " ~ 0/ ~ (/J C .:5 .i 0 ~ :i: -□ U/ zg z ro -< ,-., (/J ;\ 0 N z .. < ~ ,/ ~ .~ a~ ,~, COLD MILL AND OVERLAY PAVEMENT SECTION "' g (/J / ~------------.------,--------,-----,--,----------~---ri;IEViEWi~---,----~m~TPIAN-----,~g REVIEWED: STREET PLAN ~ ?-() Stantec ' • \ \. :\ .\ ;.1rr=elfflffll .. _'.fi"e1c"3!00lffll'Rj("jEfflC ~'il:llOFR==D=D==R:=A""."W~I N'."':G:=:S:====, These Record Drawings hO\le been prepared based on the best available information. \\tJile this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which may or may not have been Incorporated llto these plans. f5' 11'-~'.,ESws,,~t c:;, ~-Cl. SAN JOAQUIN HILLS ROAD PAVEMENT !; ;ff X,--\ " , <,t(: ,'e> ~ , !2<.."' 1'~'z REHABILITATION :,;:::; 38 TECHNOLOGY DRIVE (949) 923-6000 TEL c, <,,_ 0 ~ UJ ,;-; 1Rv1NE. cA 9251s (949) 923-6121 FAx ~ ~ z,,., BEN DAv1s RcE s2033 1--_______ ,:__F_R_O,:__M_S_T_A_._1_8_+_s_o_T __ os __ TA_._2_7_+_s_oT"'--==--=-=-=--=---=-----i ~~ * No. 63466 * ASSOCIATE CIVIL ENGINEER z o uN9rn1JTH5n suPrnvisioN oF: 0',,_ ~ DEsIGNEDj= DRAWN: _; CITY OF NEWPORT BEACH R-6O95-S ~ ~ ~ l0/04/19 '1;-; CIVIL o'<--+ JWW/DML AEC DML AEC & 07 /24/20 RECORD DRAWINGS t------------1 z m "OFcA\J' I--C-"H!!..!EC"!.1.K~E~D~=:::+--DA_T_E~=~-'=~-_:,__:,__1---------------------irA-P-PR-O-VE-D DATE lO/os/2019 PUBLIC WORKS DEPARTMENT SHEET13 OF 25 8 $ L--------------------------~=====================-l~~!~E~~~-~"~"L~~R:S~~-_'.R~:~~6~~6~6~-~A~T~E_l ___ _:= ___ 1:=~~=~-·~=~= Qi"~ '~'~N~O:_J _ _:D~A.'.:TE:__J_D~E::S'.'.'.CR~IP~T.'..':IO~N...'.O:'.'.:F...'.R:.'.E~Vl~Sl'.'.'.O:NS:'._ _________ _JL.:.::_~~l---------L--------------------L-------,,,,J mo "' • • • JWW1MRH 10104119 • 1/J 0 L 205 _J 0 0 ~ 0 :;:;:;_ ~\~-~ -LL -l-N --,, -~ O ;:;;;.-0.-. LO--; l"l c·1Q/%1 L223 }- CONSTRUCTION NOTES ® 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 9" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. t------------+-------F, N +m @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. ~===================~===========t~:::J::~-~=-=----=----=---=--::'.:'."'.'.1~:'.::::=::\~~"~-~'.~~-'.::======~~==========~-======::::==ogk·~;;='.l;~~o~~::-=-===~~+~;~~::::;:;~ -j ~~=J~,°'~~--------+------------t-------------+------------t----------------------7 ~ ~ .--~ ~-~~~----------~-----------~----------~-----------~-----------------~ r:af' -\. c.n • 0 \ I"") ~ 13.6'jtC..:-->------------+------.___-1--,,..-,,A.~:rr~•l-c-c,.--,-----~,,---:,::c.,,,-c\c::Sc::T:::-INcc--::G"----:-_Ju,--,_,--+L,c-c::E:-:G,---,'c:T-'L:c-:::'n,--,---,-------+--------aao,l·tL-~g~+-,-... \ ·" -~ -t------------t------t-/--~-=~---t-----~-r.L A . '"J7 '"l------C \-,-,-t-'-:-1, ,j---------t--------€~.1 ,,.N,-----'ci,c! .... ~--1-t--J~trW~•--~~'-""----:-----t------------+-------------t------------+-------------t------------+----------, @ REMOVE EXISTING ACCESS RAMP IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE) PCC CURB AND GUffiR (TYPE Cl PER CNB DWG. NO. ST0-183-L, AND LANDSCAPING TO MATCH IN KIND. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4 . 0 ~ :': "' :..:._ / --' ::: l<+ST NG---N-'1::-¥---EG--+T-'f :' . ; ...-,. N ol -1/) _.-. oLL oLL LL LL :-;:::; ..J,.. c:i >------------+------.___--------i------------+-,"-----~~-•1,u-isa--------eco ~ iiS·t-1/l-----~o -6= ~ .-;:: ci -~----.,..;~-: ~11"~"-· ------'~"'1-f' 6 -:2-+----------i DISPOSITION NOTES _ c_ --~-CC O .-.· ;=, ~ .-N 1 ::_:: r ~ ,... o---LL ~~~--~~~1~0f--~~~~~~~~~--~--~~~~~~~+~~~~~~~~~~~~~~~~~~~~~~+~~~~:·~8~~~T~+~~~A~~~P~B~\~:;7·~~~~o-' I -• rn ~\~-!3J1"1 _. YJ ~-~ .- g O"l -,-N N ..-:_ I.() ,ri . c..o + w Jd ,,..; --'223}-I I I I _. ,..;,~----a ~ PROTECT IN PLACE (ITEM PER PLAN). [I] [fil rn REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. ADJUST CNB WATER MANHOLE RING, FRAME, AND COVER TO GRADE. I N ::::; " --....._ F \ .-.-t""J ____. 13 )"\/%) -t------------t--+.,,--:,'-'•'---1-----tf.-l:lc;'"•u:::Go/.""~"-'-'----+-----"=·t'X\.£+\.W.G---W-'b-Y---< EcGl-lAN-Ec.G-Q:Y+F~.c+'-----+----~trrl/l _ __,ci_ ~ ' , ";)--:-:=~-~-~----------t--------------t-------------t-------------t-------------t------------t-=·~.,in -----i .,,--0 -0 \ rA ,,t../0' -I I REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL OR STREET LIGHT PULL BOX TO GRADE. UTILITY COMPANY NOTES II I --• 111 LL ~ ~ ~ -N----------' / ,- Q .-. ---t-'"" -----" @ ADJUST GAS VALVE BOX TO GRADE BY SCG. II I Q) ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. I I II I I I I ' -, 205 1/) 223 f--- 1/J .=- 0 ' ~, H-5-7=\NG--5-!\:-¥--M E91-AN---f5--+7=¥n.; >------------+------.___--------j------------+------0-~1sc_~---~o ~ I"') -{A.'J41~-,,,.., __ i"':' r, u... 0 u... o-+O"i __ U1 ..-..·u... D:;..;: 0 . 0 .-.,.., 0 o- 28+00 o .., N -1\--:9 ~-101 _ --ui o o --:..; a a "=' .-0 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 SAN JOAQUIN HILLS RD. 5 7 CANYON CT. CANYON CT. NEWPORT CENTER DR. NEWPORT CENTER DR. p p 620 NEWPORT CENTER DR. p 0 0 I{) + ,- " 1-(Y) w Ww ~I ...J en Iw Ow ~ en ~ 40 PAVEMENT LEGEND r;---7 ---7 r'////1 L _______ _J l~I 1·::\\\:· .. \::_· .. \::_::.\::\i::\\:\::.\\::\\:::::··.1 FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK REPAIR GRAPHIC SCALE 0 40 SCALE: 1'' = 40' C-7433-2 0 C □ a. c', 0 zil: 0 ,._ F " ., "' ~~ ..., . ai • <;, [5 1/)1 "' 0 I-C z " ~3' Is! ~ -<( ~ a. J Is! * " ~ 0/ ~ (/J C .:5 "i 0 ~ :i: " U/ zg z ro ., ,._ (/J ;\ 0 N z .. < ~ ./ ~ -~ a~ "' g (/J / ~----------------~---------~---------~-~----~------------------~~--~---------~--------------------------------<~~ () REVIEWED: STREET PLAN -O RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available information. \\tJile this 'fiformotlon is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which may or moy not hove been Incorporated llto these plans. Sta ntec 11'-0fESS,~ i? ,#x--1'11.w,<,t\1;; il .. Cl. SAN JOAQUIN HILLS ROAD PAVEMENT "':; ffs<;: "1>.gi ~~ REHABILITATION :; "' ~ z 00 BEN DAVIS RCE 82033 (/J '° No. 63466 * ASSOCIATE CIVIL ENGINEER >----------F_R_O_M_S_T_A_. _2_7_+_5_0_T_O_S_T_A_. _3_7_+_0_□~----------i ~ ~ u'/' ~ DESIGNED DR WN z 0 xih CIVIL o'<-~ JWW1DM~ 'AEC A ciML 'AEC '1' 07 /24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~ ~ , OFcALI' ,;, .;, .1, L:...':. >-----------< z m 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: ~1J~ 10/04/19 JE REY W. WILKERSON R.C.E. 63466 DATE * CHECKJW~/MRH DATE:10/04/19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT SHEET14 OF 25 8 $ '----------------------------------------------------'-------------------'----------'---'-'-"-'-=-c-'------'-'-'--'-"-'-----'------'---------------------'-------'----------'-----------------------'----------'ffiO D -o CONSTRUCTION NOTES OU) oLL ,. f----------------l l----'ct"-1-.-:~f-----~-<·--<D-------~-[C)~---~§:-f'~~-----c,""--11,_ '----~DcJ-f'LLL--------h,,~,-----,n------+-------------+----------------j------------j------------+-------1------+-----------+--------+ ® 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 8" CF (OR VARIABLE) • D --~ ~-D~ LL if! ,o L 225 _J r:;_ ~ ,;I; N -+-I"") 0 ~ • ~ .----o O . ;-,..;; >:: O -LL _ ,-, • (I) (I) 1/l _ ,-, • I"") IX) ~ =f= N .. J .. ." N O ;-;;:; N n ~ . O O O ,...., :::e:'. ;=: 0 -O L 225 J-- I .U.Yi"o/ _, ,1 r PCC CURB AND GUTTER ITYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 9" FULL DEPTIH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. t-====================:::Jl========================+=======================+=======================:::J~=======================+=======================+=================::'"ro~,f:'.~==:::J=1-1=::v;:)::'_J'.::"';;:====:P~~~!=i~~:=j:':~+'j:¥i:4"-::l'===+====go. LL I-;::N / "'NZ :::::as-i=,~: :i'l::¥--EG--+T-1:-'.: I ~::;i-----------+----------------lf------------, @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. 225 I I • • I I 11 I .;, • I I ,, o I • I D -Dv flc89%, Do IA-I.() r---'-' , I I. LL D D o, '!~"?!----~* C0 ;ft.," N 00 0 , , '. o, { -11, I '2:\ -LL --=-r---o- 0 -. 0 0 o, ... ·c...-,-----.F> e1,N ~-N rn , I ·U, .I ' 0c98% ,o -LL O G ~-~-----EO>i-------G LL 0 O -. 0 ...L N C""lu, D :.._~ + ..,_N l l,'11 0 0 °' ., 0 U) 0 • C0 I ·V.DJ7o + I --l---~ 0 ,,.:., ,...; 1-vi,_ 11\1( 1\1'1 V ti. 1 11 1\1 L( 1 VJ\ , ....... ...., ''-"' ' U) U) 0 II~----o=-i ~ -r----m ::=: ; ,-;::; v•~ + +""' ,-N N '1l.17%' U) 0 • r---F, . , + --".N .2-5%' .i±, --~ a "' -, ---i: .N .+ N I I I l-v1,1II\I(' C..:' v U1-11I/\I\I ....._ 11v1-1, J _ _,_, ---· - I I • I lQ n: 01 LL 0 -0 U) -ie--• °' I.() ~ ~ -.: :::-:;l N I I II I t - I I ., - I I J ... 225 f- ,v.u._,~)-~t------t-------------j---------1 DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLANI. (I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. @J ADJUST CNB WATER MANHOLE RING, FRAME, AND COVER TO GRADE. UTILITY COMPANY NOTES @ ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T . f-------------,-0~1-$-a----~1U)£c------l v'>-------------11-------------+-------------+----------------l------------+-------------+------------+-------¼-------11-------------+-----------l f----------------l ,-,,o~t-<Xl~--~g~·-1>-----~-~LL if! ._..51:: u, 0 D LL U) r-:._ N UJ : 0 38+00 p _ _ _1 '.=: R /W """'\ TV TV TV TV,-- • IEI R /W_/ . v O O I, Cl) 39+00 40+00 41+00 42+00 43+00 44+00 45+00 SAN JOAQUIN HILLS RD. I I PAVEMENT LEGEND p TV 26 co ;;: '° "' r---°' +x co ., n ro TV ._..+ p --TV p TV TV TV S36'16'47'~1-•~ __ 39t.QO O __ , E 40+00 a (i El: l;;::';;/E .±t' -----,~-' -, ~--E-0 E -le ' T '')1 ,,,..,,..,. • -> Sl "' . . 1'; "5 p p p p p p 620 NEWPORT CENTER DR. RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available information. \\tJile TV p . = p this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which may or may not have been Incorporated llto these plans. TV --e-TV TV 1 R"cn TV ' TV TV 18"SD ~ 1s"so -= 18"SD 600 [9) m -r---er) +v NII v _J --TV NEWPORT CENTER DR. IEl R /W-:"> ------TV TV TV TV TV Tl TV I ~ 45+00 0 N C0 °' r-e.-, II + _J "' v ro :SC "' co .; X + ., v co .. "' 9 9 & '-"-~-~~---~-~~~~~ -~-~~-~-~~-~~~_,., - FULL DEPTIH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK REPAIR 40 0 GRAPHIC SCALE 40 SCALE: 1'' = 40' C-7433-2 0 C □ Q_ c', 0 zil: 0 ,._ F " ., "' ~~ _, . ai • <;, (5 /Ill "' 0 I-C z -" ~3' Is! ~ -<( ~ a. J Is! * " ~ 0/ ~ (/J C .:5 .i 0 ~ :i: -□ U/ zg z ro ., ,._ (/J ;\ 0 N z .. < ~ ./ ~ .~ a~ "' g (/J / ~-----------------~---------~----------~-~----~--------------------~---~----------~------------------------------~~~ () REVIEWED: STREET PLAN -O Sta ntec 11'-0fESS,~ i? ,#x--1'11.w,<-t\1;; il .. Cl. SAN JOAQUIN HILLS ROAD PAVEMENT "':; ffs<;: "1>.gi ~~ REHABILITATION :; "' ~ z 00 BEN DAVIS RCE 82033 "' " No. 63466 * ASSOCIATE CIVIL ENGINEER t--________ F_R_O_M_S_T_A_. _3_7_+_0_0_T_O_S_T_A_. _4_5_+_5_0~--------1 ~ ~ u'/' ~ DESIGNED DR WN z 0 -1h CIVIL o'<-"c-JWW1DM~ 'AEC A ciML 'AEC '1' 07 /24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~ ~ , 0FcAI.I' ,;, -11 .1, L:..':. >----------< z ,;;- 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: ~1J~ 10/04/19 JE REY W. 1'11LKERSON R.C.E. 63466 DATE * CHECKJW~/MRH DATE:10/04/19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT SHEET15 OF 25 8 $ ._ _____________________________________________________ _,__ __________________ '----------'---'-'-''-'-'--'-"-''---"'-'--'-'-'-'-----'------'----------------------'-----'-----------_,__-----------------------'--------~mo .. ·--I.J... 0 [========-------1-----1-------l--------------+----------+-------""---+----------i------~-----===:::tz(/\C====t·if)e.:,_---------,0=-'··~c..'--------§!0 +"'-------<§-_I ~ ~~~~~~~~~~~~~~~e~::::::::::::::::::t::::::::::::::::::::::::::::::::::::::::::::::::::::::='fE::::::::::::::::::::::::::::::::::::::::::::::::::::::i=::::::::::::::::::::::::::::::::::::!"""':~::::::~~-;==-::::::::::::::::::aj~(/\:::::::::::::::::::=;iv~::::::::::::::::::i-·i:..:.. O ,......., ----: O ...._ ~ ,._ J ri iA--O'l ------11-----------+--------j CONSTRUCTION NOTES LL O LL O U:::: 0 -. CO a ~ N ".' .~ V1 --Vl ~-O --:1::=:: --Lf) o;..... ON I.Cl_.: l() "-J -N ,r;N c;5 O N O ~., I") ..L N _ N LO '\---4 ----<'_Q,.5.1-%\ ·_,~N-----= ~, or, r---':=: 9 N + n ::r ·N o N ..-N LD ----1W5%) ,1-:-tG%-, <CJ .C \I. 01 ® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. L 225.J L 225 _f-LO -q-Q • "<:J-1.1, ._, tn \U,':Ji·101 Ii I - " , .... : I:: 0 I'-', ,..:-N O') O'l N I.() I '-'I \U. I ~,o, J / ':'.::: -~ 0 LL ~ N C -· ---l-N -.:I' 7-"IT.37%~ -,(J,8l%, 'G:-1+-%\ -'""" (( /"/ OJ / ~ LL / 0 --------------+------- (j) CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE! PCC CURB AND GUTTER !TYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. 1-----------+-------t,L--/I0.5B%' -~ -N CD ~ -==tr---'::==========+=========· =•l+=------------l----------+---------7/-/t---------'~~i-~t-----;t-'-=~+v.-__ --,,++£.~:i--1---------------i------V ~ %'r---+--!.·&.,98-%}-J + O'l I --tci---v r---lU. 'ol / N I.() / I.Cl ,:._" U J ::_ @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLEI PCC CURB ITYPE Bl PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. 225 I • II I 111 -_, -I -I II• I I • o ·c.. • a:i a o LO "Ni---~-~., ... .,~--~d O T N o · --+-N ,o ,(f.81"%1 • '-' w (/\ u. (/) ,.. "<f-:=c= 0 -o ,1'.'--~--=;,IJ"-----------+-----N _...: -f""} o O"l .Q_i-.1 '7..I : ....,.~--~-1-_•N+----a; •~ u,. N --.:t-~ .._. U l, / I ,,111 r ,.-""'I 1-M --" ,... .-- (/\ (0.69 ·01 ,v,..,v,o / ::_; I l""-1 ~ I v, ~•-~ oLL ~~ ..... --co ~~ _. O'l ;:::: U._T I ..._. LO "". ± I"--..,!. N IC' (/\ ..... ~-------+--------j I I I I - -111 -I 01 ·•-~ -... ., +·co-¼---r,-----'~--------i-------- -~ N II I J ~ ~~--::--=.-:."°4 1::_N'=.-=-.-,._z~5%="--+u-_---+!-\ \ .1-8%) l\,.u,%/ 1 I I L vi'-. 111\1 1..,·•1 V Pi.Ai-\11\1\.I \... I I \ 1 r I (/\ 225 f-- @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. STD 181 ISEE SHEET 71 CASE "H ". @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 9" FULL DEPTH PAVEMENT SECTION, SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE! PCC CURB AND GUffiR !TYPE Cl PER CNB DWG. NO. STD-183-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRA~NG NO. STD-180-L. @ REMOVE EXISTING ACCESS RAMP IMPROVEMENTS AND CONSTRUCT 8" CF IOR VARIABLE! PCC CURB AND GUffiR (TYPE Cl PER CNB DWG. NO. STD-183-L, AND LANDSCAPING TO MATCH IN KIND. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. DISPOSITION NOTES [ii] PROTECT IN PLACE !ITEM PER PLAN!. (I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. [l] ADJUST CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE. []J REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL OR STREET LIGHT PULL BOX TO GRADE. r'.' 0 u.. ~========+=====a:=====+==========:i=======-------+----------t-------------=±==========:j==========j ;;;,-"====;;;:J]:::====:::;o -1±c----,o-;.,. v 0LL O •f'--~('I (/\ " • + 1-----------+-----__....,"-N "• 46+00 47+00 \ 48+00 49+00 50+00 . BIG CANYON DR. ,n \V, f U/OJ ll,UO/e>I / I I 225_f- - • ---'-""' -c:......if-V+E.P-,I-T-¾'B-'l-==IL__1 -----+----------t----------j t-t\l:'lll 1'n, .J I r-l ~ lllt-'l 51+00 52+00 53+00 MEDIAN NOSE DETAIL p 11=~"57' 4" R=6000.00' -10 2.95' T=522.79' FAIRWAY AT BIG CANYON SAN JOAQUIN HILLS RD. SCALE: 1"=10 ' 1 NEWPORT CENTER DR. PAVEMENT LEGEND 11 'i/-7~/7/7/1 FULL DEPTH AC / 1////' PAVEMENT SECTION L _______ LI IWJ&I I \\_. :. . .\_ .. \] COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK REPAIR SANTA ROSA DR. RECORD DRAWINGS 9 p p m "' . OJ 0 + r--- N II -"-.IE) R/W-"'-' / " I I I On I o \ 0 . \ ' 0 \ 2055 2071-2095 SAN NICOLAS DR. SAN JOAQUIN HILLS RD. .J ◄ N .. GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 I ' MEDIAN NOSE DETAIL SCALE: 1"=10' 2 C-7433-2 0 C □ Q_ c', 0 zil: 0 ,-.. F " "' "' ~~ ..I • ai • "';, (5 /Ill "' 0 I-C z -" ~3' Is! ~ -<( ~ a. J Is! * " ~ 0 / ~ \/J C .:5 .i 0 ~ :i: -□ U/ zg z ro "' ,-.. \/J ;\ 0 N z .. "' ~ ./ ~ .~ a~ "' g \/J / ~---------------~--------,------------,---,----,,-------------------,---T-;;;:;,c~~-----,------------;::;:-:;:-;~:-;:::::;:-;::;-;---;;-;:-;-----------,~g REVIEWED: STREET PLAN :i: N () Stantec .p;:'i":i''.'\, .i1. .. fi_ SAN JOAQUIN HILLS ROAD PAVEMENT 1; JBITCHNOLOGYDRIII-: (949)92J-6DOOITL fis~ '1>.gi ~ REHAB1L1TAT10N ~f 1Rv1NE, CA 92618 (949) 923-6121 FAX "'*~ No. 63466 z*,o BEN DAVIS RCE 82033 1--------F_R_O_M_S_TA_. 4_5_+_5_0_T_O_S_T_A_._5_4_+_o_o,----------j ~~ UNDER THE SUPERVISION OF: ASSOCIATE CIVIL ENGINEER z o this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the / -1 ,\.-«:--' ,, /1 / DML/AEC 1 ~ ' Th,., R«o,d Drowl,g, h= b= prepored b~ed 00 ~• be,t '""'"' l,ro,moto,. llhll, 0 1J~ 0'-'.:,J-; C!V\' ~,"'-'< DESIGNED: DRAWN: & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~ ~ errors or omissioos which may or may not have been Incorporated llto these plans. 10 /04 19 C Qp cAU~ a JWW; OM Lt AEC 1----------, a ~ L ________________________ -".::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.-1.:J~E:::.:_::RE~Y~W:·~~:L:KE:R:SO:N:__~R=.C=.E~.6=3~4=66:__D:A~T=-EL _______ _J_c_HE_c~~~i~~/~M~R~HLD_A_TEJ1QO~/,o~4~/1i9L.:N:0·....1_:DA~T:E_J_:_D=ES=C=Rl~PT~IO~N~O~F~R=E~Vl~SIO~N=S __________ .LAP_P_R_ov_E_DLD_A_TE_:_1_01_0_8_12_0_19 ___ __l_ _____ P_U_B_L_I_C_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _J___s_HE_E_T_1_6_o_F_2_5_J~8 ... , -,2 ~3%1 _ -~ r\-!,Q .'I <..O w · ·, ,..,er) --L.... 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Lr n "T" 'V :--=: N a::: 0 (0 0 ,-+ I-"2" w ll) wW I~ Cl) ...J WI wO Cl) ~ ~ v, 26 55+00 26 56+00 57+00 SAN JOAQUIN HILLS RD. -~ --... 0 +::;:: "' 58+00 59+00 60+00 61 +00 ST. MARK PR ::SBYTERIAN CHURCH 2200 ,-JOIN EXISTING SAN JOAQUIN HILLS RD. ST. MARK PRESBYTERIAN CHURCH 62+00 63+00 ------1-- CURB p RAMP "' u w I L 250 _f- HORIZ: 1''=40' VERT: 1"=8' 64+00 MACARTHUR BLVD. MEDIAN ~ PASSAGEWAY ,-(El R/W CONSTRUCTION NOTES G_) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP WITH TRUNCATED DOMES PER CNB DWG. NO. SID 181 (SEE SHEET 71 CASE "B ", MODIFIED TO BE ON CURB RElURN. ® COLD MILL EXISTING PAVEMENT TO A 3" DEPTH. 0 CONSTRUCT 2" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 9" FULL DEPTH PAVEMENT SECTION. SEE NOTE 7 ON SHEET 2. @ REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 8" THICK PCC CROSS GUTTER SPANDREL AND INTEGRAL CURB PER CNB DWG. NO. STD-185-L. RECONS1RUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING NO. STD-180-L. @ REMOVE EXISTING ACCESS RAMP IMPROVEMENTS AND CONS1RUCT 8" CF (OR VARIABLE) PCC CURB AND GUffiR (TYPE Cl PER CNB DWG, NO. STD-183-L, AND LANDSCAPING TO MATCH IN KIND. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. @ REMOVE EXISTING ACCESS RAMP IMPROVEMENTS ANO CONS1RUCT 8" CF IOR VARIABLE! PCC CURB ITYPE Bl PER CNB DWG. NO. STD-182-L, AND STAMPED MEDIAN HAROSCAPE IN KIND. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 4 ON SHEET 4. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLANI. (I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. @] ADJUST CNB WATER MANHOLE RING, FRAME, AND COVER TO GRADE. UTILITY COMPANY NOTES @ ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY CENTURYLINK. 40 PAVEMENT LEGEND P' /7W7 -7 FULL DEPTH AC / / / 1/,/ PAVEMENT SECTION L ___ __::'. ___ _J l~I [: \:.\ .\ :\ ,.\. .\I COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK REPAIR I GRAPHIC SCALE 0 40 SCALE: 1'' = 40' C-7433-2 0 C □ Q_ c', 0 zil: 0 ,-.. F " "' "' ~~ __, . ai • "';, (5 /Ill "' 0 I-C z " ~3' Is! ~ ,s( ~ Q_ J Is! * " ~ 0/ ~ (/J C .:5 "i 0 ~ :i: -□ U/ zg z ro "' ,-.. (/J ;\ 0 N z .. "' ~ ./ ~ -~ a~ "' g (/J / ~-----------------~---------~----------~-~----~--------------------~---~----------~------------------------------~~~ () REVIEWED: STREET PLAN -O RECORD DRAWINGS These Record Drawings hO\le been prepared based on the best available information. \\tJile this 'fiformatl011 is believed to be reliable, City of Newport Be<1ch is not tesponsll:ile for its accuracy, nor the errors or omissioos which may or may not have been Incorporated llto these plans. Sta ntec 11'-0fESS,~ i? ,#x-'\'11.w,<-t\1;; il .. Cl_ SAN JOAQUIN HILLS ROAD PAVEMENT "':; ffs<;: "1>.gi ~~ REHABILITATION :~ "' ~ z 00 BEN DAVIS RCE 82033 (/J 0 No. 63466 * ASSOCIATE CIVIL ENGINEER 1------F_R_0_M_S_T_A_._5_4_+_0_0_T_0_M_A_C_A_R_T_H_U_R_B_0_U_L~E_V_A_R_D ____ --1 ~ ~ u'/' ~ DESIGNED DR WN z 0 '1h CIVIL o'<-"c-JWW1DM~ 1AEC A ciML 'AEC '1' 07 /24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~ ~ , OFcAI-I' ,;, .;, .1, L:...':. >-----------< z m 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IR\>1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: ~1J~ 10/04/19 JE REY W. WILKERSON R.C.E. 63466 DATE * CHECKJW~/MRH DATE:10/04/19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT SHEET17 OF 25 8 $ '-------------------------------------------------------'--------------------'----------'---'-'-'"--'--'-"-''---"'--'--'-'--'-'---___,_ ____ _,_ ____________________ -'------'------------'-------------------------'--------~mo ' ' 7 7 ' I - ' - 1 215 I 1 215 L 7 2157 NEWPORT C u... 0 11 .:'.___(1~ -. 0 -, 01 __ ·~ Q L --;cc -t-*I-S-ftN6--'l:Y--E6 (=fYP.} , \ ' (/J o · • <O ·-' n-0P-05E8 -e R-0 WN--l::\NF' CJ (\ .76%' ---- ;=_I~ ,J/1 " ..;- 0 ~ 0 . , 0 N ' ~ _] "' ~ u... '·"' 0 e = 0 L,_ _. '·~ •. co '° '° :c. .9 I'-+ -~ .. .., -<N ,. ~ N . 0 m -. . -. ala -~ '° N ~ N ... .,. ' . ., - ..;-- Cr ~ N 00 TT . sf 7 <A . <J) "- ' <O ~ ' CX) ,- = 0 ci LI u... N ---- ~ -= r, b 7%~ ----- EG-ff-'fr , ,1 I • / I = 4 I --------0 ,.,, ' \ -,-s--u~ .. I,{') CX) L,_ ..;-QI (\.6\%',-___ -- .--N (\.)5%' -- -- 11 +00 12+00 13+00 14+00 15+00 ENTER DRIVE \\ \ \~\ I \ \\ 11 \, ~ SA 'J '• 11 !l N NICOLAS ,< ' ~ DR \ I I 11 ~ 500 • '' ' ,, d C ' ' I I I \,-, ':j: . NEWP ice' ' e O e ' '-"' 'f 11' o 8 ORT CENTER DR L!:'..J 8 3 ,.,_, ci _, p 545 I " . ~ 5 '" """ . ~ ' © • I I i·c; \ '3 m N p 8''SS7 C 6 f 1 ~ ~ <>S,W-' """"-" OR e I 11 ' , ,, 0 f! " • < " C~RB ' I"' \ \; lri . p -'~' · --:: •• -::---RAM P I 10+21.86 SAN 70+00.00 NE NICOLAS DR. WPORT CENTIER DR. V ;::·-~ ,,_51:1%' ------ 16+00 I n I ' I ( '-"1 I X K "--" -__ ,_ -------·-""' -,,C -,,, '"'"~ ' '\f I / 'cc ! e ~ --C------,-_ ---> .--" -••. -• a •~ I .,er< > _, • -~ ~ -~-/ • -,:R"'-AM~PUp ' ,;, •· \ -_ -~de,' / C; :,_ ~~ ~.;lb.½" /Lz'7' ,Y.T//t, ~, C: ~" •~:.dc -:::::::::::::~I 3 ' , .. 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LU ' ~,,o N Q ()(I) ' '• '" 0 ,, • ~ ' -µ',C o -~ ,,1 ' ~ "' + -.,. ,:--. 1 g 11' ~ •"'' ~· ,, < ,i, C ~· , ~ 450 '" 2 ,C t ,,, '"'"'""rre "" RECORD DR ~,:•~:;:'"' Drowl,g, h= AW I N GS errors or mat\011. is believed t been prepared bas om1ss100s which miy b! reliable, City j ;:' the best availabl • may not have ~•Prt Be<1ch is no~ information. \\tJil n ncorporated llto ~~onsll:ile for it: ese plans. accuracy, nor the - •==~ Stantec IRv1NE, CA 92618 UNDER TH R.C.E. 63466 10/04/19 DATE DESIGNED· JWWIDM L_/ AEC CHECKED· JWW IMRH DRAWN: DMLIAEC 1r DATE: L:...':. 10104/19 NO. 07/24/20 DATE RECORD DRAWINGS DESCRIPTION OF REVISIONS ' 7 1-- 1 2151-- CONSTRUCTION CD COLD MILL EXISTING NOTES G_) COLD MILL EX PAVEMENT TO 1" DEP1H ® : ~::;~,:'::::&':'\"' m ' "'"m """ rnc, ,. m '. ® REMO ENT PER DETAIL CONSfE EXISTING IMPR 3 ON SHEET 4 SECTIO~UCT FULL DEPT~VEMENTS TO A D • 1HE suR/:~~K~~ss SHAJA:M1~~-T sEcTftJl\~~1J" AND @ "'°'' "'"' ' ~"'"" cooesi'i'')~"s\'l''C:'E-r.~'" ""' em "" ,e,-)/';"'""'" "' ,am mo ,~,[°' "" "'''° 0. STIHOO-C CO"ffiOC, <" • AND 1f, EJ~STING IMPROVEME • PCC SIDEWALK PAVEMENT s~ CONSTRUCT FU~~s TO A VARIABLE ® '"' ™' ~,i:,T .:::'"'"' J[J" ric'"'!"'.'ll',~,: "'""' , • " ~::'z,:;,™'"' .~:::;.:"'esci',,,• :g~.wig",li/.l"~ E. NT OVER l " - DISPOSITION 1HICK MINIMUM AC [El PROTECT IN PL NOTES [j] ACE (ITEM REMOVE EXIS PER PLANI. m :::~~E A;;s!~~GE:ANN:~ l~~I~~L NEW STORM DRAIN MANHOLE RING rn """s' '"' ""' ''""" "' "' '"" "'-" • [I] REMOVE EXISTING MANHOLE RING, FRAME A BOX TO GRADE. AND INSTALL NEW CNB SEW , ND COVER TO GRADE ER CLEAN OUT BOX • TO GRADE. 1 215 L 7 2151- - - SCALE: ----=========i~H;O~R;IZ::~1": ::410 , VERT: l" 8, APPROVED REVIEWED: BEN DAVI ASSOCIA TIE ~l~l{E 82033 ENGINEER DATE: 10/08/2019 , .. ~ .. \ GRAPHIC SCALE 40 9 40 I 120 ' ~ -< SCALE: 1" 40' C-7433-2 SAN NI COLAS STREET PLAN PAVEMENT FROM NEWPORT CENTE REHABILITATION RDRIVETO CITY OF NEW STA. 16+50 PUBLIC WORK:ORT BEACH DEPARTMENT R-6095-S SHEET18 OF 25 L ' c._ V1 0 -0 W ,n c._ L .I- l----------------1--------1-------+------------+-----------+------.-_----"d·~-~'~,--~~I; ~--N~---+-----------+-----------+-----------t-----------t--------j -.. _. r 2257 • • -. ~ I I rn-v-~ I 111 N :,. - " ro N c._ ;=, ,:','.'~~ LI~~::: ' \ \ u \ \ c._ ·N ' t-- V1 D .-. 0 '\. 0 1~" c:i 1:Qr------,+ r---, N --C>J!----c,,~~•"%) 0 ' ,. __ _ ~ -~~----'-+l1C£3 N ~i-:-4'9%,'l--''~L-=-c.c-'------+-----------+-----------+-----------+-----------+------------i--------, 'e!'-r~,~=•~%•,--,-_-+_~-=-'-"=~-------1-----------------1 ,------------f-----------+-----------+------------j---------, V1 "''---+---------+"" =-~ 0 N -· r-- r--I "' (fJ X lJ. 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I 22+00 AV< >CADO AVENUE i--- vr--r,----~ PAVEMENT LEGEND v ~/7 L _______ _J ,~, [\\':\· • .\\\\\\\\':\: • .\.::\::\\::\::\::.\] FULL DEPTH AC PAVEMENT SECTION COLD MILL AND OVERLAY PAVEMENT SECTION CONCRETE SIDEWALK REPAIR VERT: 1"=8' 40 CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO 1" DEPTH. G) COLD MILL EXISTING PAVEMENT TO A VARIABLE DEPTH FROM 3" TO 1" PER DETAIL 2 ON SHEET 4 . ® JOIN EXISTING PAVEMENT PER DETAIL 3 ON SHEET 4. ® REMOVE EXISTING IMPROVEMENTS TO A DEPTH OF 8" AND CONSTRUCT FULL DEPTH PAVEMENT SECTION. ULTIMATE PAVEMENT SECTION THICKNESS SHALL BE 10", WHICH INCLUDES 3-INCHES FOR THE SURFACE AND LEVELING COURSES PER SEPARATE BID ITEMS. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DRAWING ND. STD-180-L. @ REMOVE EXISTING IMPROVEMENTS TO A VARIABLE DEPTH OF BETWEEN 8" AND 10" AND CONSTRUCT FULL DEPTH PAVEMENT SECTION. ULTIMATE PAVEMENT SECTION THICKNESS SHALL BE 10", WHICH INCLUDES 3-INCHES FOR THE SURFACE AND LEVELING COURSES PER SEPARATE BID ITEMS. @ CONSTRUCT 2" THICK AC PAVEMENT OVER 1" THICK MINIMUM AC LEVELING COURSE. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLANI. (I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. [lj ADJUST CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE. UTILITY COMPANY NOTES Q) ADJUST TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. GRAPHIC SCALE D 40 SCALE: 1'' = 40' 120 I C-7433-2 0 C □ a. ,', 0 zil: 0 " F st -< "' ~~ _, . ai • <;, (5 /Ill "' 0 I-C z -" ~3' Is! ~ -<( ~ a. J Is! * " ~ 0/ ~ (/J C .:5 "i 0 ~ :i: -□ U/ zg z ro -< " (/J ;\ 0 N z .. < ~ ,/ ~ -~ a~ "' g (/J / ~----------------~--------.---------~-~----~------------------.---.--::-::--::--------,------------------------------1~~ ~ Stantec [5'11',afESs,~{ REVIEWED: fil_ sTREET PLAN :? \I ,§' x--('II.Wi<,t % il •• • SAN NICOLAS PAVEMENT REHABILITATION iz~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL !:, '-<<I' "1,J ~ ~ . , ( ) &Jf:J O ;-r, <~ 1Rv1NE, CA 92618 949 923-6121 FAX "'~ zoo BEN DAVIS RCE 82033 FROM STA. 16+50 TO AVOCADO AVENUE (/J cc No. 63466 _ LO UNDER THE SUPERVISION OF: * * ASSOCIATE CIVIL ENGINEER f----------------------,---------1 ~" These Record Drawings hO\le been prepared based on the best available information. \\tJile r 7 /. nn u' :-?"" DESIGNED DRAWN R 6095 s Q 0 ~~~~f:m~\:i~/!~f:m~/! :1~~bl~~tc~i:f~~pl~~~:1~~Js;f~ ~~~n~~~es.for its accuracy. nor the w~ 10/04/19 ->:;l'c CIV\\.. o~~ JWW/DML/AEC DML/AEC & 07 /24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH - -~ ~ L _______________________________________________ _1_JE_R_E_Y_w_._1'11_L_K_ER_s_oN ___ R_.c_.E_._6_3_46_6 __ D_A_T_E_L ____ °F_c_/'._U_" __ _j_c_H_EcLKJ:'..'.w'.!!~:L/M'.!!!Rc!.H'.L..DA_T_E..!.:10'::.J.1/~0::c4/'-"l.::..gL_N_0-1.. __ D_A_TE _ _LD_E_S_CR_IP_T_IO_N_O_F_R_E_VI_SI_O_NS __________ _JLA_P_PR_O_V_ED...L.D_A_TE_:_1_of_o_s_f2_0_19 ____ L_ ____ P_U __ BL_IC_W_O_R_K_S __ DE_P_A_R_T_M_E_N_T ____ :=S-H_E=E-_T_1_-_9==-D-F==2=5=: ;~ RECORD DRAWINGS JAMBOREE ROAD I □ DETAIL "A" 120' 107 120' 107 0 0 - - - - - w + • N • C') > ~ <X) ~ = N = c:, 0 <B w N rn <( z • +00 -w ...J I N w 0 175' 119 in ~ CJ) ,,! = N I-~ :,!; <( N ~ - --- R9-3(21 R9-3121 R9-3alBIKEIIMODIION TS POLE! 100 IVIRD IEI R /W R61-131CAXMODI E • 30' 121 • 55' 107 13 LOOPS) 109 R3-71RD R281SIICAIIRT /L D DETAIL "A" I DETAIL ''B" "ONLY" 100 "ONLY" 100 "ONLY" 100 IVIRTI 100 79+00 • SNSl21 NEIGHBORHOOD WATCHICUSTOMI 115' 115 HARTFORD DRIVE 175' 107 175 ' 107 • R281SIICAIIRT 285' TO 13 LOOPS) 109 X-WAQS_ i - - " N - N 0 0 ~~ w ..J ~~ ..J IW 0 W00 I-<( ~ CONSTRUCTION NOTES IT] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [IJ INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. I@ RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CAL TRANS STANDARD PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CAL TRANS STANDARD PLAN A20D, DETAIL 38B. @ INSTALL THERMOPLASTIC 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE !WIDTH MEASURED INSIDE TO INSIDE!. @ INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L. @ INSTALL THERMOPLASTIC 4" BROKEN WHITE LANE LINE PER CAL TRANS STANDARD PLAN A20A, DETAIL 12. @ INSTALL DETECTOR LOOPS PER CNB STD. DETAIL NOS. 923-L-A AND 923-L -8 ON SHEET 25, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. @ INSTALL THERMOPLASTIC 4" SOLID WHITE LEAD IN/ LEAD OUT LINE PER DETAIL "A" ON SHEET 25. Q29 INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CAL TRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" SOLID WHITE CHEVRON AT 30' SPACING. @ INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 26. @ REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. @ REMOVE ALL EXISTING PAINT FROM CURB !LENGTH PER PLAN). BISON AVENUE LIBERTY BAPTIST \ \ IVILTI 100 \ IVILTI 100 R4-7 11 , LOOPS! 1 09 8 +oo D 0 0 □ COUNTRY CLUB DRIVE RECORD DRP 110 © "'1 D -- DETAIL "A" 310' 107 -- • N = N 119 385' N N R281SIICAIIRT /LTI 320' l Ol 100 IV(L TI W3-3 320' 107 DETAIL "A" BISON AVENUE 100 IVILTI -- 285' TO X-WALK ---f- 13 LOOPS) 109 _ -- --- cs ---~ -<.O ~ s: ,::J 0 --~ ~ 89+00 ;§ ---\ 0 - cs -;;; -<B cs - cs - 0 lO ,-: +N mr \ll 'M Z:t, "Jen 5'rr\ ~ ~ '4. en ~ - LEGEND: ® = SIGNALIZED INTERSECTION f½1/ ~ = EXISTING RED CURB PAINT TO BE REMOVED = EXISTING RED CURB PAINT TO BE REMOVED AND REPAINTED r5Z22S<I = EXISTING GREEN CURB PAINT TO BE REMOVED AND REPAINTED SIGN LEGEND= NO BIKE CROSSING USE CROSSWALK . R9-3a(BIKE)(MOD) 18" NO STOPPING ENTIRE BLOCK 24" DETAIL "A" R26A(S)( CA)(MOD) ONLY ONLY ONLY ONLY R6 1-13(CA)(MOD) ONLY ONLY ONLY DETAIL "B" R61-24(CA)(MOD) GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 C-7433-2 ~ • ~ ~ " 0 N I 0 C 0 Q_ 6 0 z il: 0 " F st ~~ -~ ..., . ai • < ;, (5 tl)I "' 0 I-C z -" ~3' Is! ~ -<( ~ a. I ~] " ~ 0 / ~ (/J C .:5 .:i 0 ~ :i: ~ U/ zg z ro < " (/J ;\ ON z .. < ~ ./ ~ .~ o~ "' g (/J ,/ ~---------------~~-------~---------~-~---~------------------~---~--------~--------------------------------<~~ () APPROVAL RECOMENDED: o Stantec SIGNING AND STRIPING PLAN i? BISON AVENUE PAVEMENT REHABILITATION Zi~ ,_,xg.,..' /o ~ • z ro ANTONY .BRINE)ft.:t521 FROM JAMBOREE ROAD TO STA. 89+50 .-:i_ ~ CITY TRAFFIC ENGINEER 1----------------------~--------< ~ i< DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: 1J~ 10/04/19 JE REY W. 1'11LKERSON R.C.E. 63466 DATE CHECKJW~ MRH DATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT ,__SH_E_E_T2_Q_o_F_2_5____. 8 $ '---------------------------------------------------'--------------------'-----------'---'-""-="-"-----'-'---'---"'--'-'-'---'-------'---------------------'----'----------'----------------------'----------'ffi O 0 0 w+ > I"-. 00) mW <( ~ w _J WI Cl) ~ <( ~ - 135' 107 -- 210' 119 210' 115 107 85' JOIN EXISTING STRIPING 120 I R3-7 CAMELBACK STREET CONSTRUCTION NOTES I / DETAIL "A"/ 30' .,,,. -• • IVILD 100 J .. 10 10' 00 00 00 • • 0 92+0 0 JOIN EX. STRIPING 0 LOOPSI 30' ~ ~ = so ~ • ~ = so 100 IVILTl = 94+0D . 116 iif!ITYP.l +---Fr:~~~~~~--=ri==f=~=-='-i===='===':--::=-_ 95+00 - ~ en ~ ~ "' ~ ~ <C = "' 2' c:, ~ W741CAI I DETAIL "A" " 107 360' TOLL ROADICUSTOMl M6-31GREENl E W73AICAI R3-7 R281SIICAllRT /LT) 109 13 LOOPSI IVIL Tl 1 OD 119 420' 113 205' CONTRACTOR SHALL FIELD VERIFY LOCA llON OF EXISllNG TSPB FOR DLC AND CONNECT TO EXISTING. 85' Tu -WA[K _ © 0 ... N ► IT] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISllNG STREET LIGHT. [IJ INSTALL NEW SIGN OF TYPE INDICATED ON EXISllNG POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. @ INSTALL THERMOPLASllC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. @ INSTALL THERMOPLASllC 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASllC 12" SOLID WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE) . @ INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO . STD-902-L . @ INSTALL THERMOPLASllC 4" BROKEN WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 12. @ INSTALL DETECTOR LOOPS PER CNB STD. DETAIL NOS. 923-L-A AND 923-L-B ON SHEET 25, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX . @ INSTALL THERMOPLASllC 4" SOLID WHITE LEAD IN/ LEAD OUT LINE PER DETAIL "A" ON SHEET 25. @ INSTALL THERMOPLASllC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38A. Q9 INSTALL THERMOPLASllC 8" BROKEN WHITE LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, DETAIL 378. @ INSTALL THERMOPLASllC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASllC 6" SOLID WHITE CHEVRON AT 30' SPACING. @ INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 26. Q39 REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. @ REMOVE ALL EXISTING PAINT FROM CURB !LENGTH PER PLAN). BELLCOURT DRIVE BISON AVENUE IF NO EXISllNG CONNECTION IS FOUND, CONTRACTOR SHALL INSTALL #5 TSPB, CONDUIT, AND WIRING TO CONTROLLER. 99+94.72 BISON AVENUE = 30+00 MACARTHUR BOULEVARD / R3-4 I ) RECORD DRP I ) R6-21RT) R4-7 N-1 (CAl I . J,~, I . I 92+07.72 BISON AVENUE = 20+00 BELCOURT DRIVE / CAMELBACK STREET , I 0 . I I I I I I a I I I ...Q.o._ - 102+00 -------- BISON AVENUE 100+27.84 BISON AVENUE = 40+00 MACARTHUR BOULEVARD .. - 103+00 104+00 • LEGEND= 0 = SIGNALIZED INTERSECllON ~ ~ = EXISTING RED CURB PAINT TO BE REMOVED = EXISTING RED CURB PAINT TO BE REMOVED AND REPAINTED tsoZ2S<1 = EXISTING GREEN CURB PAINT TO BE REMOVED AND REPAINTED SIGN LEGEND: NO RIGHT TURN R3-3(RT)(MOD) 18" NO STOPPI NG ENTIRE BLO CK 24" DETAIL "A" R2 6A(S)( CA)(M OD) GRAPHIC SCALE N I 0 C □ a. c', 0 z il: 0 ,._ F " ., "' ~~ ..., . ai • <;, (5 /Ill "' 0 I-C z " ~3' Is! ~ -<( ~ a. J Is! * " ~ 0 / ~ (/J C MACARTHUR BOULEVARD 40 0 40 120 .:5 .i 0 ~ :i: " U / SCALE: 1'' = 40' C-7433-2 z g z ro ., ,._ (/J ;\ 0 N z .. < ~ ./ ~ .~ a ~ "' g (/J / ~---------------=-~-------~---------~-~---=-------------------~---~--------~------------------------------<~~ () APPROVAL RECOMENDED: o Stantec SIGNING AND STRIPING PLAN i? BISON AVENUE PAVEMENT REHABILITATION Zi~ 38 TECHNOLOGY DRIVE 1Rv1NE, CA 92618 UNDER THE SUPERVISION OF: 1J~ JE REY W. 1'11LKERSON (949) 923-6000 TEL (949) 923-6121 FAX 10/04/1 9 R.C.E. 63466 DATE ,_,xg.,.., Lo ~-z ,._ ANTONY .BRINE)ft.:t521 FROM STA. 89+50 TO MACARTHUR BOULEVARD .-:i_ ~ CITY TRAFFIC ENGINEER 1----------------------~--------< ~ i< DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ CHECKJW~ MRH □ATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT ,__SH_E_E_T2_1_o_F_2_5____. 8 $ '---------------------------------------------------'------------------'-----------'---'-""-="-"'---'-'~'--'-'-'---L-----'---------------------'----'----------'----------------------'-----------'ffi O --- ~ - jt ~ =a? \ I I :::i 0 IO w+ >~ Ow ID z <( -.J WI w () Cf) I- <( ~ I I Ji I I I I I I I JAMBOREE RD. ' :@ .·-: 15' 118 , R81 ICAIION TS POLE! I , R81 AICAIION TS POLE! I I 100 IVI 110 112 60' R281CAllRT /LTI M IEI R /W RM R3-7 285' 111 700' 10 1 • 115 280' .. = ~ ~ . - i!.,_ __ _ 380' 111 80' OPENING ~ = S9 • ~ .. ::;: R2 1(50) I 120 I 100' TRANSITION t------------, = N "' ~ = N -- • SAN JOAQUIN HILLS RD. R4-4 R28ICAIIRTI RM 120 R3-7 I DETAIL "A" N t-- ~ 119 770' ~ ---~ N E R8HCAI DETAIL "A" I R28ICAllRT /L Tl RM .1 AN J AOUIN H LLs RD. .. I R4-4 R61-31CAIIMO~ _____, .,,/ R28ICAIIRT /L Tl RM::::_____...--- 120 D11-1IM0Dll21 E 120 E co~ UNITY \A YFINDING !CUSTOM) 345_'._JO X-WALK • ~_205~ -"@105• 109 12 LOOPS! CENTERLINE ~ = c-l -- ~ .. ~ ~ ::;: - - IEI R /W ''BIKE LANE" & ARROW 100 !!!! • 15+00 ~ ~ ~ ~ = . N W1-2IRTI I W13-1 Pl30l 310' 111 16+00 w • 112 55' R26FICAl E , E os,£ 011-HMODI R81ICAI E .. "' 700'10 IEI R /W "BIKE LANE" & ARROW 100 1 7+00 -er I • 106 .. & @ R28ICAIIRT /LTI RM ~ N c:, - .. in -~ . .. ;::::!~ ~ N ~ ~ --,,!; N -. PROTECT IN PLACE EXISTING TRAFFIC SIGNAL LOOP DETECTORS ON BIG CANYON LEG OF INTERSECTION. ALL PAVEMENT REMOVALS AND COLD MILLS/OVERLAYS SHALL MAINTAIN A 1' CLEARANCE FROM EXISTING LOOP DETECTORS. BIG CANYON DR. • 18+00 W l-2(RTI 3-1 Pl30l -7 -155' OPENING • D IEI R/W 0 IO +~ ~o W.J zw :J ID :rw ~w <( Cf) ~ CONSTRUCTION NOTES IT] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. IQQj GRIND EXISTING STRIPING !SQUARE FOOTAGE OR LEGEND PER PLANI. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. [El PROTECT IN PLACE (ITEM PER PLANI. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. ~ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STANDARD PAN A24E . @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE l~DTH MEASURED INSIDE TO INSIDE!. @ INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L . @ INSTALL THERMOPLASTIC 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 STD. DETAIL NOS. 923-L-A AND 923-L -8 ON SHEET 25, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. @ INSTALL THERMOPLASTIC 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. QE} INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. 0 INSTALL THERMOPLASTIC 8" BROKEN WHITE LANE DROP LINE PER CALTRANS STANDARD PLAN A20C, DETAIL 378. 8 INSTALL THERMOPLASTIC 6" 45' DIAGONAL SOLID WHITE LINE AT 40' SPACING. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE EXTENSION PER CAL TRANS STANDARD PLAN A20D, DETAIL 40. @ INSTALL RAISED PAVEMENT MARKERS PER CAL TRANS STANDARD PLAN A20B, DETAIL 26. Q39J REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TIJBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. LEGEND= "BIKE L NE" & ARROW 100 R9-3AIMODll21 RM R9-3I2l ® = SIGNALIZED INTERSECTION 640' 113 IEI R/W 155' OPENING 110' 119 106 • -. p-@1v1Ln 20+00 ---t--. • • -• 620'10 620'10 R26FICAI E 365' 10 W3-3 R28ICAIIRT /L Tl RM 100 IVIL n ® • CENTERLINE 13 LOOPS! 109 N ~ 22+00 23+00 B • N -N N "BIKE LANE" & ARROW 100 "LANE" f()D ---J -. IVILTI~ 106 200' 112 190' 115 24+00 I- ~ N oO DETAIL "A" I 100 "TURN" • C, 100 "RIGHT" 50' ITYP.J 25+-a-if -J JOIN EXISTING STRIPING ~----t I R9-3bPl21 R9-3I2l -- E R4-7 ~~,RM R6-11RTI 26+00 90 • • ®-~ ~~ I IVILT ~/ 10' IJB.51 (37.5') SANTA CRUZ DR. 110 R281CAJIRTI R811CAI M R2-H50l DETAIL "A" ~ ..,. ::;: 25' 10 25' 10 oO ;::; ~ = ;::; S9 ?:,, ;::; 10 25' ;::; . f:!N ;::; 10 25' 108 90' 108 90' I R811CAXON TS POLE! R61-171CAIIMODI 0 II) (") it C\I C\I I- LLJffj ~:r i (/) fl ffj ~ (/) W/ ~ = EXISTING RED CURB PAINT TO BE REMOVED = EXISTING RED CURB PAINT TO BE REMOVED AND REPAINTED t52225<J = EXISTING GREEN CURB PAINT TO BE REMOVED AND REPAINTED SIGN LEGEND= R6-1 (R)(MOD) ~ BIKE ROUTE M--, PllUMll Ill fllS """" D11-1(MOD) 18" NO STOPPING ENTIRE 24• BLOCK DETAIL "A" R26A(S)( CA)(M OD) R61-3(CA)(MOD) NO PED XING R9-3A(MOD) GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 C-7433-2 "' • u "' © N N I 5 C 0 C. I g 0 Z 00 0 " ,= ~ ~,. ~ Q) aS t .,_ r:5 (1)1 "' 5 I-C z .s, w ~ ::,/ Is! r <( :E a. I Is! ~ c2 ~ 0 / "' U, C ::5 .i 0 ~ :r:u U/ zg z 00 "' " "' ;:\ c:,N z ~ "' ~ ,/ ~ -~ o-"' g u, / ~---------------~~-------~---------~-~---~------------------~---~--------~----------------------------,~~ () APPROVAL RECOMENDED SIGNING AND STRIPING PLAN -O Sta ntec :o;? SAN JOAQUIN HILLS ROAD PAVEMENT .,,. ~Q, 38 lECHNOLOGY DRIVE (949) 923-6000 lEL ,_,,-,<ff,-" Lo ', REHAB I LIT AT ION :a: ~ IRV1NE, CA 92618 (949) 923-6121 FAX ANTONY .BRINE) 521 "' ,;; UNDER THE SUPERVISION OF: CITY TRAFFIC ENGINEER ~------F_R_O_M_J_A_M_B_O_R_E_E_R_O_A_D_T_O_S_T_A_. _27_+,..5_0 ______ --1 "Jz. ~o-· . N~ 10/04/19 DJJ~NlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS ,-CITY OF NEWPORT BEACH ,___R_-_6_0_9_5_-S_---< ~ ~ ~-----------------------------------------------~-JE_R_E_Y_w_._~_L_K_ER_s_oN ___ R_.c_.E_._6_3_46_6 __ D_A_T_E~--------~C_H_Ec_~_w_~~/M_R_H~DA_T_E_10~/_0~4/~1_9~N_o_.~_D_A_TE_~D_E_s_cR_IP_T_1o_N_O_F_R_E_v1_s1_o_Ns __________ ~~A_P_PR_o_v_ED~D_A_TE_,_1_of_o_8_12_0_19 ____ ~ ____ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ ~SH_E_E_T2_2_o_F_2_5~i~ 0 0 w+ > I",. 0 C") mW <( ~ w _J WI (J) ~ <( ~ -- -N - J 955'10 ~IKr-tffl " . . . ll - ~-· \_(El R/W 119 515' -R281CAIIRT /L Tl RM ....... 120 ,._. DETAIL "A" I R811CAI ~ "BIKE LANE'\ & ARROW lOO IEl R/W~ ' "' - N - ----~ = ~ N ... N ... N ,,., ~ N 29+00 -1 ITYP.l 114 • "BIKE LANE" & ARROW lOO "' N - ~ ~ ... N :,! ~ -1 R2-1150I RM 845'~08 345•~• ITYP.I~ \ \ \ . ' • - - - - - -- - 119 520' N - 31 +oo 30+00 • • ITYP.l 114 N .. D D 'BIKE LANE" & ARROW 100 SAN JOAQUIN HILLS RD. 850' 10 850'~ \ \ • ' - - - -i i - SAN JOAQUIN HILLS RD. ITYP.I 116 - -- -- 7;1v1Ln 106 • • 32+00 • N 106 - ~3iOO IV(LTl ~-============:::::i:=:===i==r::;;;,==c~====·==I ===\==•=·=+===========H /@ \_CENTERLINE ~ _ _,._____ "' 119 365' • 119 365' N ~ ~~----N "'_; -----~ 'BIKE LANE" N & ARROW lOO N --(iJ" 00 , D -...... - 100' 112 SAN SIME N DR. I R2-1150I R28(CAXRT /L Tl~ I I -- \ @ = -- ----850'~ - - - -- - -- ~-- 44+00 295 ' 10 N N -~ --~ = ... N ,,_; :,! -"' ---N (El R /W::::,., -- - R28ICAllRT /L Tl RM E R6-1 - 0 IO -+ IO --- 45+00 - 0 0 rt~ C") 0 w _J ~ !ti _J IW ()W I-(J) <( ~ CONSTRUCTION NOTES IT] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [IJ INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. @ INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L. @ INSTALL THERMOPLASTIC 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 STD. DETAIL NOS. 923-L-A AND 923-L -B ON SHEET 25, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. Q29} INSTALL THERMOPLASTIC 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. Q5I INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. 8 INSTALL THERMOPLASTIC 6" 45' DIAGONAL SOLID WHITE LINE AT 40' SPACING. Q2§} INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" SOLID WHITE CHEVRON AT 30' SPACING. @ INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 26. @ REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. LEGEND= ® = SIGNALIZED INTERSECTION V// M = EXISTING RED CURB PAINT TO BE REMOVED = EXISTING RED CURB PAINT TO BE REMOVED AND REPAINTED t5NW = EXISTING GREEN CURB PAINT TO BE REMOVED AND REPAINTED 38+00 39+00 40+00 4~foo 42J oo 43+00 \--t-., -SIGN LEGEND= ' ., + -I ----I--- • • N s5o•fii------- - -- - ---~ N ~ = ;. ,:] N -- N -' ' --l!I' l@I -1!!10 • e ~ I I ~~ -• I • T © I j "" I I IEI R/WJ ~-- 855'~iJ "BIKE LANE':@ s5o·@J & ARROW lOO 855'108 850' 10 R81 ICAl E R281CAXRT /L TI RM DETAIL "A" I RECORD DRP ' ' ' ----' '(CENTERLiNE . B -"' , .. u ----~--~ - -® --3610 = ~ ---C ... N ------,,_; ... -X~AlK ~ :c:. > N ~ ------ 7 ITYPI~ (' N = .. NO STOPPING ENTIRE 240 BLOCK ~ • ~ I I - .. I -1!11 .... ,;,& -■c © ' I "" . ® --~ ~ 13 LOOPS! 1 09 R28ICAIIRT /L TI RM W3-3 RM DETAIL "A" I .. -~ ~ "BIKE LANE::-& ARROW~ (EIR/W- .. N .. DETAIL "A" R26A(S)( CA)(MOD) 40 0 GRAPHIC SCALE 40 120 SCALE: 1" = 40' C-7433-2 ~ C "' N I 0 C □ Q_ c', 0 z il: 0 ,._ F " -< "' ~~ ..., . ai • <;, (5 /Ill "' 0 I-C z " ~3' Is! ~ -<( ~ a. J Is! * " ~ 0 / ~ (/J C .:5 .i 0 ~ :i: ~ U/ zg z ro -< ,._ (/J ;\ ON z .. < ~ ./ ~ .~ o ~ "' g (/J / -----------------------------------~----------------------------~--------~------------------------------<~~ () APPROVAL RECOMENDED SIGNING AND STRIPING PLAN -0 Sta ntec :o~? SAN JOAQUIN HILLS ROAD PAVEMENT "'"' ,_,xg-,..,4 ~-REHABILITATION ~; ANTONY ·BRINE )Us21 .,_ ______ F_R_0_M_J_A_M_B_0_R_E_E_R_0_A_D_T_0_S_T_A_._2_7~+_50 _____ --< ; "'N~ CITY TRAFFIC ENGINEER ~ DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: 1J~ 10/0 4/19 JE REY W. 1'11LKERSON R.C.E. 63466 DATE CHECKJW~ MRH DATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT i--SH_E_E_T2_3_o_F_2_5--< 8 $ '-------------------------------------------------'------------------'----------'---'-""--="-"----'-'----'--"'-'--'-'---'------'--------------------'----'----------'----------------------'---------'ffi O 0 0 w+ >"'" 0 I{) mW <( ~ w ...J WI CJ) ~ <( ~ 190' 10 - - 46+00 " 10 130' 10 130' (El R /W (El R/W 119 110' ,.,.1 (El R /W B - • 55+00 B (El R /W ,95'115 47+00 ~ oc, R2 (CA)(RT /L D E \ \ BIG CANYON DR. IKE LANE" ARROW R6-1(RT) R4-7 105 ® • OM2-2H I t-----\ -. ENTERL,:iNE ~ 48+00 5' "" .• "" • IV(LD , 'i ~100' 110 16 ') 135 ') ~ ~ > 0 O' ~115 00' I I I IRTl I I I SANT A ROSA DR. SAN JOAQUIN HILLS RD. 115 80' 116 ITYP.l 111 80' (TYP.l 114 56+00 10 860' 10 860' R8HCAl RM R28(CAllRT /L Tl I DETAIL "A" • I-57+00 ----1 325' 10 325' RECORD DRP SAN J\AOUIN HILLS RD. R9-3bPl2) R9-3(2l BC #5 oc, - - lD - 108 440' "BIKE LANE" 100 & ARROW 108 440' R9-3AIMODK2) RM R9-312l I R9-3bP(2) R9-312l R28(CAXRT /LT) R8HCA) I R2-H50l DETAIL "A" I R8HCA)(ON TS POLE) ''BIKE LANE" & ARROW lOO (TYP.l 114 52+00 119550' (TYP.l 114 10 480' 10 480' ST. MARK PRESBYTERIAN CHURCH I DETAIL "A" 10 490' 800' f"' -r--+--58+00 --'i"i---- " © "BIKE LANE" & ARROW lOO _ 106 • lOO ''BIKE LANE" & ARROW - 200' lRANs1noN • E R61-341CA)(MOD) - "BIKE LANE' & ARROW 100 111 150' 150' ·-,! <o ~ ---.... 8 ,,., -~ 8 -~-8 '= - -l!r --<o -!£? !£? ----- -- G7-HCA)(MACA ITHUR) E R28(CAXRT /LT) TOURIST INFO(CUSTOMl AVOCADO AVE. 10 345' 10 480' • • IKE LANE" 1 OO & ARROW 53+00 100 "BIKE LANE" & ARROW -- - - -IO 61+oo -- I R3-7 120 ---- ---- 360' 115 -- - 108 345' (El R /W • ~ ,,., N "" (El R /W RM R1-2 . '"' ~ ,le - • ~ ~ -~ = -~ -00 - 0 0 + i~ w ...J zW -m ...J IW ow ~ CJ) <( ~ W4-3 E R4-4 DETAIL "A" 40' 112 "BIKE LANE" & ARROW l OO i3 --i32' -~ --. cru. 62+00 .. ----- <o 130' ~ -8 -8 -8 - .. N .. "BIKE LANE" & ARROW (El R /W I MACARTHUR BLVD. I R81 ICAJ R4-7 R3-4 R6-HRD N-HCA) OH2-2H CONSTRUCTION NOTES I@ INSTALL PULL BOX ITYPE PER PLAN) IN EXISTING CONDUIT. CONNECT NEW DLC TO EXISTING DLC IN CONDUIT. IT] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. 00 GRIND EXISTING STRIPING (SQUARE FOOTAGE OR LEGEND PER PLAN). [IJ INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. (Il PROTECT IN PLACE (ITEM PER PLAN). fill RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E . @ INSTALL THERMOPLASTIC 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. ~ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STANDARD PAN A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE). @ INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L . @ INSTALL THERMOPLASTIC 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 STD. DETAIL NOS. 923-L-A AND 923-L-B ON SHEET 25, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. Q29} INSTALL THERMOPLASTIC 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. Q23} INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A . (@) INSTALL THERMOPLASTIC 6" 45· DIAGONAL SOLID WHITE LINE AT 40' SPACING. Q2§} INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" SOLID WHITE CHEVRON AT 30' SPACING. Q!_§) INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE EXTENSION PER CAL TRANS STANDARD PLAN A20D, DETAIL 40. @ INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 26. @ REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. LEGEND= t222Sa = SIGNALIZED INTERSECTION = EXISTING RED CURB PAINT TO BE REMOVED = EXISTING RED CURB PAINT TO BE REMOVED AND REPAINTED = EXISTING GREEN CURB PAINT TO BE REMOVED AND REPAINTED SIGN LEGEND= 18" NO STOPPING ENTIRE 24• BLOCK DETAIL "A" R26A(S)( CA)(MOD) R61-34( CA)(MOD) GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' C-7433-2 ~ • ~ ~ C .. N I 0 C □ Q_ c', 0 zil: 0 ,-.. F -, ., "' ~~ _, . ai • <;, (5 /Ill "' 0 I-C z " ~3- 1;! ~ -<( ~ a. J Is! * " ~ 0/ ~ (/J C .:5 .i 0 ~ :i: ~ U/ zg z ro ., ,-.. (/J ;\ 0 N z .. < ~ ./ ~ .~ a~ "' g (/J / ~----------------~-------~---------~-~----------------------~---~--------~-------------------------------<~~ () APPROVAL RECOMENDED SIGNING AND STRIPING PLAN -0 Sta ntec :o~? SAN JOAQUIN HILLS ROAD PAVEMENT "':; ,_,xg-,..,4 ~-REHABILITATION ~~ ANTONY ,BRINE )U521 t-______ F_R_0_M_J_A_M_B_0_R_E_E_R_0_A_D_T_0_S_T_A_._2_7~+_50 _____ ----i ; "'N~ CITY TRAFFIC ENGINEER ~ DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: 1J~ 10/04/19 JE REY W. 1'11LKERSON R.C.E. 63466 DATE CHECKJW~ MRH DATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT 1--SH_E_E_T2_4_o_F_2_5----< 8 $ '---------------------------------------------------'-------------------'-----------'---'-""-="-"-----'-'----'--"'--'-'-'---'------'---------------------'----'----------'----------------------'-----------'ffiO NEWPORT CENTER DRIVE \ \ 5? + (0 ~~ 0 ~ -----""=- OJ (/) <{ lJJ UJ~ (/)lll ::;J A;:::::: - -L. IEI R /W E ~ \ (El R /W R1-1 R1-3P E \ \ \ \ 10 110' I R7-108130MINXMODI END RED CURB 170' 101 BEGIN GREEN CURB 100 IV(LTI OCTA E \ > -~ IVIRTI~ (El R /W IEI R /W 100 IVIL Tl SAN ICOLAS ROAD 10' 0 . • • ---CENTERLINE 20' 12 ~ IV(RD 100 R61-191CAI GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' RECORD DRP • □ LEGEND= ®= SIGNALIZED INTERSECTION SIGN LEGEND= ~ ~INUTE PARKING LIMIT 7 A.W. TO 6P.M. E\£R'tDAY . CONSTRUCTION NOTES IT] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. IQQj GRIND EXISTING STRIPING !SQUARE FOOTAGE OR LEGEND PER PLANI. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. SAN NICOLAS ROAD EXISTING RED CURB PAINT TO BE REMOVED @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38B. 10 • E R7-108(30MINIIMODI -- • • • 14+00 \_CENTERLINE 200' IEI R w > ;;; 00 "' "' "' 8 101 200' • 12 40 ' ,:,. 30' 103180' AVOCADO AVENUE I I 60' FLARE "STOP" 100 10' 22+00 JOIN EX STRIPIN (El R /W = t2225a = IEI R/W R7-108(30MIN)(MOD) EXISTING RED CURB PAINT TO BE REMOVED AND REPAINTED EXISTING GREEN CURB PAINT TO BE REMOVED AND REPAINTED " 0.: s~ ~=CO LIMIT LINE OR CROSSWALK PER PLAN ~ /. / II LEGEND: □ 1-1/lX DETECTOR INPUT FOR THROUGH 0 0 0~ PHASES 1-0Y DETECTOR INPUT FOR LEFT TURN -PHASES "' 1~1 <XB BICYCLE LOOP DETECTOR INPUT ~ 0 00 '1 0 C.O.L TRANS TYPE E LOOP DETECTOR I ' 3-¢X I LEFr TURN 0 MODIFIED CAL TRANS TYPE E LOOP . 0 I I LANE DETECTOR {LEAD LOOPS) . . THROUGH . @ CALTRANS TYPE D LOOP DETECTOR I I LANES (3'x6') 't BIKE LANE 0 I I 1-1/lY I I I I I ~ I ( ~ EDGE OF GUTTER I I ---CURB FACE ' I I " 0 1 0 I □ I 1-(J;X I 2-r/JX I NOTES: I. UNLESS OTHERWISE INDICATED TYPE E LOOPS SHALL BE 6' DIAMETER AND lYPE D LOOPS SHALL BE 3'x6'. 2. LOOPS SHALL BE CENTERED IN THE LANE UNLESS OTHERWISE SHOWN. PLACE LEAD LOOPS IMMEDIATELY IN ADVANCE OF LIMIT 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-8 FOR CAL TRANS MODIFIED TYPE E LOOP WINDING DETAIL. 5. LOOP WIRE SHALL BE TYPE 2. LOOP DETECTOR LEAD-IN CABLE (DLC) SHALL BE TYPE B. 6. LOOPS SHALL BE INSTALLED PER CAL TRANS STANDARD PL.AN ES-SA AND ES-SB. 7. LOOP SEAL.ANT SHALL BE HOT ·MELT RUBBERIZED ASPHALT SEALANT. -, OTI f'JCl~EE~ D.<;Ta I " Pl• OF l>JS,lC W)llYS o~n, AC•PTEO CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS ST,..,;,;,,,:~ o.-r,a N). LOOP DETECTORS 923 -L-A ~ 0 USE WITII STANDARD SPEClflCATIONS !'OR PUDLlC WORKS CONSTRUCTION Start TWISTED CLOCKWISE INTO A PAIR J'.F'==:;:::: Finish (AT ILEAST 2 TURNS PER FOOT) ---acT WINDING DETAIL MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) ;HEETiof2 t g~ t; ~ (o i\J 1- CITY ENfirnEEI' C SAWCUT DETAIL MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) [l]R Of PUlllTt: l'l'rA'..:l CITY OF NEWPORT BEACH DEPARTIYIENT OF PUBLIC WORKS LOOP DETECTORS USE \vlTH STANDARD SPECIFICAilONS FOR PUBLIC WORKS OOKSTRUCTION STI.NUAAD DETAll N(l 923-L-B SHcET>of> @ INSTALL THERMOPLASTIC 4" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. Q§) INSTALL THERMOPLASTIC 4" SOLID/BROKEN TWO-WAY LEFT TURN PER CALTRANS STANDARD PLAN A20B, DETAIL 32. @}) INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STANDARD PAN A24E . @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDEI. @ INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L. @ REMOVE ALL EXISTING PAINT FROM CURB AND REPAINT RED !LENGTH PER PLANI. @ REMOVE ALL EXISTING PAINT FROM CURB AND REPAINT GREEN (LENGTI-1 PER PLANI. 50' 4" WHITE STRIPE~ DIRECTION OF TRAVEL DETAIL "A" SCALE: NTS TRAFFIC GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WllH lHE PROJECT SPECIAL PROVISIONS , lHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IGREENBOOKI, 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ICA MUTCDI, DATED JANUARY 2014 (REVISION 41, THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. lHE LAYOUT FOR ALL PROPOSED PAVEMENT MARKING AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND /OR SIGN AGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED lHERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF THE 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 GRINDING. 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 AND CENTERED IN TI-IE TRAVEL PORTION OF THE LANE. PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NOS 923-L -A AND 923-L -B ON SHEET 24. 10. R811CAI SIGNS TO BE 12"x8 ". 11, 12. 13. INSTALL BLUE REFLETIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CAL TRANS STANDARD PLANS. 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 ITEMS 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. WHERE INDICATED EXISTING PAINT SHALL BE REMOVED FROM CURBS TO THE SATISFACTION OF THE ENGINEER OR HIS REPRESENTATIVE. C-7433-2 ~ • ~ ~ C "' N I 0 C □ Q_ c', 0 z il: 0 " F " ., "' ~~ _, . ai • <;, (5 /Ill "' 0 I-C z " ~3' Is! ~ -<( ~ a. J Is! * " ~ 0 / ~ (/J C .:5 'i 0 ~ :i: ~ U/ zg z "' ., " (/J ;\ 0 N z .. < ~ ./ ~ .~ a ~ "' g (/J / ~-----------------~---------~----------~-~----~--------------------~---~----------~------------------------------~~~ () APPROVAL RECOMENDED: o Stantec SIGNING AND STRIPING PLAN i? SAN NICOLAS PAVEMENT REHABILITATION Zi~ ~~ !1NE)li521 FROM NEWPORT CENTER DRIVE TO AVOCADO AVENUE ~-~ CITY TRAFFIC ENGINEER 1------------------------~-------~ ~ i< DJJWNlS~ AEC DRAWNciML AEC & 07/24/20 RECORD DRAWINGS CITY OF NEWPORT BEACH R-6095-S ~~ 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRv1NE, CA 92618 (949) 923-6121 FAX UNDER THE SUPERVISION OF: 1J~ 10/0 4/19 JE REY W. 1'11LKERSON R.C.E. 63466 DATE CHECKJW~ MRH DATE:10 04 19 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1010812019 PUBLIC WORKS DEPARTMENT 1--SH_E_E_T2_5_o_F_2_5___. 8 $ ._ _____________________________________________________ .,__ __________________ c.._ ________ __,_ __ '-'--''-'-'--"'--''----"'-'--'-'-c..L..-__,_ ____ __,_ ____________________ _._ ___ _,_ __________ .,__ ______________________ _,_ _______ ~m o