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HomeMy WebLinkAboutR_7024_SCl TY OF COST A MESA UPPER NEWPORT BAY ) ' C::,-1,_: :COG< J' O,p CITY OF IRVINE ~"' lJts\VERSln' , BISON AVE FORD BONITA •c:,l>i RD ty & m cf; NEWPORT CENTER I ;;-;~ :I )\ RECORD DRAWINGS These Re;::c rd Drn wings have been pr-epcrc:d bas ed ::m -th e bi:s-t ovoilab e i1fo1-moti::in. While this irforT1•Jtion is bel eved t o be re liable, City of ~~ewport Beach is not responsible for its accura cy, 1c,r the er rcrs o> om issions wh ich may or may rct have been lncorporoted into U1 sosr:; µkm5, GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANC E WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 ED ITION AND SUPPLEMENTS TO DAlE, EXCEP T AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISI ONS, OR IN TH IS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER IFYING THE ACTUAL LOCATION AND ELEVA TION IN TI-IE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVIEM ENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWlSE. 5. CONTRACTOR SHALL ADJUS T CI TY UTILI TIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVIERS TO FI NISHED 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. AN Y DISCREPANCY IN THE DRAWINGS OR SPECIFlCATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION . BALBOA BALBOA -c--:::~ALB06 HILL PUBLIC WORKS DEPARTMENT 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. PACIF)c OctAN NEWPORT COAST DRIVE AND BALBOA BOULEVARD PAVEMENT REHABILITATION 9. SEE ADDITIONAL NOTES TO CONTRACTOR ON SHEET 2. CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT DRIVEWAY PER CNB STD. DWG. NO. 162, DETAIL 1 ON SHEET 22, AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CROSS GUTTER PER CNB STD. DWG. NO. 185, DETAIL 1 ON SHEET 22, AND DETAIL SHOWN ON PLAN. VICINITY MAP CONTRACT NO. 8728-2 PROJECT NO. 22R14 G) COLD MILL EXISTING AC PAVIEMENT 1 • DEEP (RAISE FS ELEV. 1.5"). G) COLD MILL EXISTING AC PAVEMENT 1.5" DEEP !RAISE FS ELEV. 1 "l. 0 PROVIDE LONGITUDINAL TRANSITION PER DETAIL 2 ON SHEET 22. ® PROVIDE EDGE TAPER PER DETAIL 3 ON SHEET 22. @) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE B, 6" CF AND VARIES! PER CNB STD. DWG. NO. 182 ANO DETAIL 1 ON SHEET 22. TOPOGRAPHICAL LEGEND -----POWER POLE * • POWER LIGHT @ SEWER CLEANOUT @ SEWER MANHOLE @) STORM DRAIN MANHOLE @ COMMUNICATION MANHOLE -t@t FIRE HYDRANT OIA@D:) BACK FLOW PREVENTER 1,1 WATER METER [gl!!I!!!!~!!!! PULL BOX D VAULT :¢"-----o STREET LIGHT !'!'I J:?i'---0 TRAFFIC SIGNAL --e--G-TRAFFIC SIGNAL .. WATER VAL VIE E:--GUY WIRE • SURVEY MONUMENT ~ SIGN ~ VAULT VENT *O TREE id' IRRIGATION CONTROL VALVE ~ CORING LOCATION ® ELECTRICAL MANHOLE CLCL.r!/ / / / ;1 BUILDING EXISTING CONSTRUCTION -----PROPERTY LINE ~ -----NEW CONSTRUCTION -----CEN TERLI NE ----CITY BOUNDARY ---0---------0-SILT FENCE CONCRETE BAR RIER -•-•-FENCE BLOCKWALL UTILITY LINE LEGEND -·SS-SEWER LINE -w-WATER LINE --c-GAS LINE -c ELECTRICAL LINE , -TELEPHONE LINE " TRAFFlC SIGNAL ,v CABLEVISION LINE •R, SPRINKLER SYSTEM NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE MED MEDIAN ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE MH MANHOLE AC ASPHALT CONCRETE MJ MECHANICAL JOINT AGU ABOVIE GROUND UTILI TY MIN MINIMUM BC BEGIN CURVIE MOC MIDDLE OF CURVE BCR BEGIN CURVIE RETURN MON MONUMEN T BFP BACKFLOW PREVIENTER MOVC MIDDLE OF VERTICAL CURVE BK BACK NG NATURAL GROUND BT BEGIN TRANSITION N NORTH BVC BEGIN VIERTICAL CURVIE NTS NOT TO SCALE BLK BLOCK NO NUMBER CATV CABLE TV OC ON CURVE Cl CAST IRON OG ORIGINAL GROUND 'f_,C/L CENTERLINE PKM PARKING METER CB CATCH BASIN (P l PROPOSED CNB CITY OF NEWPORT BEACH PPB PEDESTRIAN PUSH BUTTON CF CURB FACE PE PLAIN END CL CLASS PCC PORTLAND CEMENT CONCRETE CLR CLEAR PROP PROPOSED CLSM CON TROLLED LOW PB PULL BOX STRENGTH MATERIAL PUE PUBLIC UTILITY EASEMEN T CONC CONCRETE RCP REINFORCED CONCRETE PIPE CP CATHODIC PROTECTION RET RETAINING CTRL CONTROL RSP ROCK SLOPE PROTECTION C&G CURB AND GUTTER RT RIGHT DW DOMESTIC WATER R/W RIGHT OF WAY (E) EXISTING SCH SCHEDULE E EAST /ELECTRIC S,SS SEWER EC END CURVE sea SEWER CLEANOUT ECR END CURVE RETURN SD STORM DRAIN EG EDGE OF GUTTER STLT STREET LIGHT ELEC ELECTRICAL SSMH SEWER MANHOLE ET END TRANSITION SHT SHEET EVC END VER~CAL CURVE SIC SI GNAL INTERCONNECT EXIST EXISTING SW SIDEWALK FE FLANGED END s SOUTH FG FINISHED GROUND SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE FH FIRE HYDRANT STL STEE L FL FLOW LINE TC TOP OF CURB LEGEND ~ (PROPOSED> vo:7/ 06 (EXISTING) COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICAL> COLD MILL AND OVIERLA Y (RAISE FS ELEVATION) COLD MILL AND OVERLAY (PAVEMENT TR ANSITION) FULL DEPTH PAVEMENT SECTION CONCRETE REPAIR OR NEW CONCRETE IMPROVIEMENT LOOP DETECTORS (BIKE AND VEHICLE) DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR SM. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER DATE: Jo/I 3/;z.u-z.2- 1 I SHEET INDEX 1 TITLE SHEET 2 INDEX MAPS 3 NEWPORT COAST DRIVE TYPICAL SECTIONS 4 BALBOA BOULEVARD TYPICAL SECTIONS 5 STREET PLAN -NEWPORT COAST DRIVE: EAST COAST HIGHWAY TO STA 24+00 6 STREET PLAN -NEWPORT COAST DRIVE: STA. 24+00 TO STA. 41+00 7 STREET PLAN -NEWPORT COAST DRIVIE: STA 41+00 TO STA. 60+00 8 STREET PLAN -NEWPORT COAST DRIVIE: STA. 60+00 TO STA. 80+00 9 STREET PLAN -NEWPORT COAST DRIVE: STA 80+00 TO STA. 99+00 FLG FLANGE FM FORCE MAIN TCE TEMPORARY CONSTRUCTION EASEMENT 10 11 12 13 14 15 16 17 18 19 20 STREET PLAN -NEWPORT COAST DRIVE: STA 99+00 TO STA. 119+00 STREET PLAN -NEWPORT COAST DRIVE: STA 119+00 TO STA. 136+80.85 STREET PLAN AND PROFILE -BALBOA BLVD .: STA. 9+99 05 TO STA. 14+50 STREET PLAN AND PROFILE - BALBOA BLVD.: STA. 14+50 TO STA. 19+00 STREET PLAN AND PROFILE -BALBOA BLVD.: STA. 19+00 TO STA. 24+00 STREET PLAN AND PROFILE -BALBOA BLVD.: STA. 24+00 TO STA. 29 +00 STREET PLAN AND PROFILE -BALBOA BLVD.: STA. 29+00 TO STA. 34+00 STREET PLAN AND PROFILIE -BALBOA BLVD.: STA. 34+00 TO STA. 38+00 STREET PLAN AND PROFlLE -BALBOA BLVD .: STA. 38+00 TO STA. 43+00 STREET PLAN AND PROFILE -BALBOA BLVD.: STA. 43+00 TO STA. 48+00 STREET PLAN AND PROFILE -BALBOA BLVD .: STA. 48+00 TO STA. 52+00 TCMH TEUECOMMUNICA TIONS MANHOLE FS FINISHED SURFACE TEUE, T TEUEPHONE FW FORWARD TG TOP OF GRATE G GAS GV GAS VALVIE TS TRAFFIC SIGNAL TSP TRAFFIC SIGNAL POLE GB GRADE BREAK UGU UNDERGROUND UTILITY ICV IRRIGATION CONTROL VAL VIE w WEST/WATER INST NO INSTRUMENT NUMBER INV INVIERT W/ WlTH IP&T IRON PIPE AND TAG \',!,A WATER METER IP IDENTICAL POINT DETAIL LEGEND IRRIG IRRIGATION LT LEFT MAX MAXIMUM @= DETAIL NUMBER SHEET NUMBER EMERGENCY TELEPHONE NUMBERS AT&T (DISTRIBUTION) CHARTER COMMUNICATIONS COX COMMUNICATIONS IRVINE RANCH WATER DISTRICT LAGUNA BEACH COUNTY WATER DISTRICT MCI (VERIZON BUSINESS) ORANGE COUNTY SANITATION DISTRICT SOCAL EDISON SOCAL GAS DISTRIBUTION DAY (714) 815-9170 (714) 591-4880 (9491 322-0337 (9491 453-5300 1949 ) 494 -1041 {800) 624-9675 (714) 593-7326 {714) 895-0573 (714) 385-3386 EXISTING UNDERLYING CONCRETE PAVIEMENT /RV/NE RANCH WATER DISTRICT APPROVAL IT DDM[Snc WA JER, SANITARY snirn, AND RECYCLED WA JER FAC1UllfS JR"fl CODf 7896, PROJECT NUMBER '1 77J, 11779, AND 11776 fl!!:7 ~ tr/_•~~ 10/7/22 APPROVED BY DAJE SUPERVISED BY DAJE REVIEWED BY DAJE NEWPORT COAST DRIVE BASE MAP, CENTERLINE, AND DESIGN SURVEY THE BASE MAP FOR NEWPORT COAST DRIVE IS APPROXIMATE AND HAS BEEN ESTABLISHED BASED ON EXISTING AERIAL PHOTOS, AS-BUil TS PLANS, AND FIELD MEASUREMENTS. THE CENTERLINE PROVIDED IS A CONSTRUCTION CENTERLIN E ONLY AND NOT BASED ON ANY FOUND CENTERLINE MONUMENTATION. THE EXISTING DESIGN SURVEY FOR THE CURB RAMP DETAILS ARE BASED ON LOCAL CONTROL ESTABLISHED AT EACH INTERSECTION. 21 STREET PLAN AND PROFILE -BALBOA BLVD .: STA. 52+00 TO STA. 55+43.54 22-23 GENERAL DETAILS 24-30 DETAILS FOR CONCRETE IMPROVIEMENTS 31 32 33 SIGNING AND STRIPING PLAN -NEWPORT COAST DRIVE: EAST COAST HIGHWAY TO STA. 24+00 SIGNING AND STRIPING PLAN -NEWPORT COAST DRIVE: STA. 24+00 TO STA. 41+00 SIGNING AND STRIPING PLAN -NEWPORT COAST DRIVE: STA. 41 +00 TO STA. 60+00 34 SIGNING AND STRIPING PLAN -NEWPORT COAST DRIVE: STA . 60+00 TO STA. 80+00 35 SIGNING AND STRIPING PLAN -NEWPORT COAST DRIVE: STA. 80+00 TO STA. 99+00 36 SIGNING AND STRIPING PLAN -NEWPORT COAST DRIVE: STA. 99+00 TO STA. 119+00 37 38 39 40 41 42 43 SIGNING AND STRIPING PLAN -NEWPORT COAST DRIVE: STA . 119+00 TO STA. 136+80.85 SIGNING AND STRIPING PLAN -BALBOA BLVD.: STA. 9+99.05 TO STA. 19+00 SIGNING AND STRIPING PLAN -BALBOA BLVD.: STA. 19+00 TO STA. 29+00 SIGNING AND STRIPING PLAN -BALBOA BLVD.: STA. 29+00 TO STA. 38+00 SIGNI NG AND STRIPING PLAN -BALBOA BLVD.: STA. 38+00 TO STA. 48+00 SIGNING AND STRIPING PLAN -BALBOA BLVD.: STA. 48+00 TO STA. 55+43.54 SIGNING AND STRIPING DETAILS © REMOVE EXISTING IMPROVIEMENTS AND CONSTRUCT CURB RAMP PER CNB sm. DWG. NO. 181 (CASE "F") AND DETAIL SH0\\111 ON PLAN. (j) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB sm. DWG. NO. 181 (CASE "B") AND DETAIL SHOWN ON PLAN. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB sm. DWG. NO. 181 (CASE '[") AND DETAIL SHOWN ON PLAN. ® REMOVE EXISTING IMPROVIEMENTS AND CONSTRUCT CURB RAMP PER CNB sm. DWG. NO. 181 {CASE "G") AND DETAIL SHOWN ON PLAN. @) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 lCASE "H"I AND DETAIL SHOWN ON PLAN. @ REMOVIE EXISTING IMPROVIEMENTS AND INSTALL TRUNCATED DOME PAVERS AND CURB AND GUffiR ON EXISTING RAMP PER DETAIL 5 ON SHEET 22. @ CONSTRUCT 1.5" ARHM OVER 1 " (MINIMUM) ARHM LEVELING COURSE. @ COLD MILL EXISTING AC PAVEMENT 2" DEEP (RAISE PAVEMENT 0.5"J. @ REMOVE EXISTING IMPROVIEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB sm. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUffiR !TYPE A, 8" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 22. @ JOIN TO EXISTING AC PAVEMENT. @ CONSTRUCT 1.5 " ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PARTI AL CROSS GUffiR PER CNB sm. DWG. NO. 185 AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING AND CONSTRUCT PCC PAVEMENT (MATCH EXISTING THICKNESS) PER CNB STD. DWG. NO. 109 AND DETAIL 1 ON SHEET 22. ASSUME EXISTING PCC PAVEMENT IS 8" THICK. @ ROOT PRUNE EXISTING TREE(Sl ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CPl 82 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK . @ REMOVE EXISTIN G IMPROVEMENTS AND CONSTRUCT LOC AL DEPRESSION GUTTER ONLY PER CNB sm. DWG. NO. 306 AND DETAIL 1 ON SHEET 22. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE. @ INSTALL NEW NO. 5 PULL BOX, 2.5 " CONDUIT !LENGTH PER PLAN), CONNECT TO EXISTING TRAFFIC SIGNAL PULL BOX, AND PULL AND CONNECT NEW DLCs. SEE ADVANCED DETECTOR LOOP RELOCATION NOTES ON SHEET 31. @ CONSTRUCT 2" CONDUIT RUN (LENGTH PER PLAN> FOR FUTURE TRAFFIC SIGNAL IMPROVEMENTS. @ CONSTRUCT 3" CONDUIT RUN !LENGTH PER PLAN) FOR FUTURE TRAFFIC SIGNAL IMPROVEMENTS. DISPOSITION NOTES [I] PROTECT IN PLACE (I TEM PER PLANl [i] REMOVIE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX [I] AND COVER TO GRADE. REMOVIE EXISTING AND INSTALL NEW CNB WATER VALVIE BOX AND [i] COVER TO GRADE PER CNB STD. DWG. NO. 513. ADJUST EXISTING IRWD WATER MANHOLE RING, FRAME, AND COVER w TO GRADE PER IRWD STD. DWG. NO. S-1. REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER VALVE [i}] BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. REMOVE EXISTING AND INSTALL NEW TELEMETRY PULL BOX TO GRADE. [}] NEW PULL BOX SHALL BE A TRAFFIC RATED 'BROOKS' PULL BOX OR REMOVIE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE APPROVED EQUAL. BOX AND COYIER TO GRADE PER IRWD STD. DWG. W-22. m ADJUST EXISTING OCSD SEWER MANHOLE RING, FlRAME, AND COVER [j]] ADJUST EXISTING CNB SEWER MANHOLE RING, FlRAME, AND COVER TO GRADE PRE CNB STD. DWG. NO. 400. TO GRADE PER OCSD STD. DWGS. NOS. S-050A, S-055, AND [ill S-055A SHOWN ON DETAIL 1 ON SHEET 23. REMOVE EXISTING AND REPLACE IRWD AIR RELEASE AND VACUUM rn RELIEF COVER TO GRADE PER IRWD STD. NO. W-11. ADJUST EXISTING IRWD SEWER MANHOLE RING, FRAME, AND COVER [j] TO GRADE PER IRWD STD. DWG. NO. S-1. REMOVIE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER CP TEST []] STATION BOX AND COVER TO GRADE PER IRWD sm. DWG. NO. CP-6. ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND [j]] COVER TO GRADE PER CNB STD. DWG. NO. 400. REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER CP TEST II] STATION BOX AND COVER TO GRADE PER IRWD STD. DWG. NO. CP-6. REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 503. ~ REMOVE EXIS~NG AND INSTALL NEW CNB TRAFFIC SIGNAL PULL BOX []] AND COVER TO GRADE. RESET EXISTING CNB SURVEY MONUMENT. []] fill REMOVE EXISTING AND INSTALL NEW CNB FIBER OPTIC PULL BOX AND REMOVE EXIS~NG AND INSTALL NEW CNB SEWER CLIEANOUT BOX AND COVER TO GRADE. COVER TO GRADE PER CN B STD. DWG. NO. 513. MARK LID "SEWER". [Q] ~ RELOCATE EXISTING STREET LIGHT. REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX COVER. [DJ ~ REMOVIE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME SAWCUT AND REMOVE EXISTING SIDEWALK TO PROVIDE LARGER TR EE AND COVER TO GRADE PER CNB STD. DWG. NO. 116. WELL OF 4 ' LONG AND J' WIDE. ROOT PRUNE EXIST TREE ADJACENT TO CONCRETE REPAIR AND INSTALL '"CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. UTILITY COMPANY NOTES "' i > 0 0 z O o O 1--~~----------------------------------------------7F ~ ® PROTECT IN PLACE (ITEM PER PLAN). r-i\ g ~ \!._; REMOVE EXISTING AND INSTALL NEW PULL BOX COVER BY AT&T. -0 • (i) ADJUST ELECTRICAL VAULT OR MANHOLE COVER TO GRADE BY SCE. ® ADJUST EXISTING PULL BOX AND COYIER TO GRADE BY AT&T. i _§. r,:;\ ~~ 0 REMOVE EXISTING AND INSTALL NEW VAULT COVER TO GRADE BY AT&T. ® ADJUST EXISTING PULL BOX AND COYIER TO GRADE BY SCE. § :, (D REMOVE EXISTING AND INSTALL NEW PULL BOX COYIER BY CHARTER. liCJ' RELOCATE EXISTING UTILITY CABINET TO UNDERGROUND VAULT BY CHARTER. ~] © \'.:of < - 4 ADJUST EXISTING PULL BOX AND COYIER TO GRADE BY COX. @1 ADJUST EXISTING GAS METER BOX AND COVER TO GRADE BY SCG. ~ i I<\ ~· 0 ADJUST EXISTING MANHOLE COYIER TO GRADE BY AT&T. ;'; E ~;;-© ADJUST EXISTING PULL BOX AND COYIER TO GRADE BY CHARTER. 5 8 C-8728-2 :g 0 ~ 1-----------------~-----------------------------------------------------~----~------------~--------~---------~~~--------~---------~-------------------------------l rn v BAS IS OF BEARINGS (BALBOA BOULEVARD ONLY): PLANS PREPARED BY, APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: ,I fl CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, 381£CHNOLOGY □Riv£, S1£ 1200 TITLE SHEET ~ ~ CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS FVPK. SACY, AND TR AK, EPOCH 2017.50 PER RECORDS ON FILE WlTH ORANGE COUNTY SURVEYOR. ALL () s IRVlNE, CA 92618 ':;: BEARINGS sHowN oN TH1s MAP ARE GRID. ALL DISTANCES sHowN ARE GROUND DISTANCES uNLEss sPEc1F1ED oTHERw1sE. GRID rnsTANCEs. MAY BE OBTAINED BY tantec (949) 923-6000 l[L i1 1 ,; ( . . NEWPORT COAST DRIVE AND BALBOA BOULEVARD ~ ii' MULTIPLYING THE GROUND DIS TANCE BY A COMBINATION FACTOR OF 0.999970244. CALCULATIONS ARE MADE AT POINT 900 WITH COORDINATES OF: (949) 923-6121 FAX :.<-----.,.~ -'am./l'!'!t_ PAVEMENT REHABILITATION ~ ~ N: 2166888.120, E:6059195.197, USING AN ELEVA TION OF 8.110. ~G'AH MARTIN MRK VLJKOJEVIC, P.E. ,-c-; ,,, 0 BENCHMARK (BALBOA BOULEVARD ONLY): BM NUMBER NB1-4-71 UNDER THE SUPERVISION OF: DEPU TY BLIC WORKS DIRECTOR DIRECTOR 1-----------------------~--------1 ;§ ;.: DESCRIBED BY ocs 2002 -FOUND 3 314" o~~~~~M~~EtA~~~c~·Jf~~ DISK STAMPED "NB1-4-71", SET IN THE TOP OF A 4 IN. BY 4 IN. CONCRETE POST. JEFFREY W. WILKERSON 10/05/22 MUNICIPAL OPERATIONS DATEu_T/ILOl:EL'\~~~TMENT CITY OF NEWPORT BEACH >---R_-_7_0_2_4_-S_-< ~i MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OFF STREET AND BALBOA BOULEVARD, 81 FT. SOUTHEASTERLY OF RCE 63466 DATE DATE:1P-/J-?i:... '-". DATE: (c,-\-z._-•z:z._ PUBLIC WORKS DEPARTMENT SHEET 1 OF 43 ~:g L------------------'--TH~E'-CE~N_T~E_RL_IN_E_O_F_F_S_TR_E_ET_A_ND_2_7_.3_FT_._N_O_R_TH_E_A_S_TE_R_L_Y_O_F_TH_E_CE_N_T_ER_L_IN_E_O_F_B_A_LB_O_A_B_OU_L_E_VA_R_D_._M_O_N_U_M_EN_T_IS_SE_T_LE_V_E_L_W_IT_H_TH_E_SI_D_EW_A_L_K_. ___ ..,__·_·_· _______________ ......1... ________ __,_ _________ -''----------.L..----------~----------------------'--------'~2 31 5 EAST COAST HIGHWAY --------- 20+00 -------........ PELICAN HILL ROAD SOUTH '" ' '")~~ ' ' TUSCANY', ' ' ' ' NEWPORT COAST DRIVE ~N . '"(__ 32 6 ' ' ' ........ J MARRIOTT'S ' 34 _J_ NEWPORT COAST DRIVE _I_ SERVICE ENTRY ........ --------,--- "' • -40+00 . . .. .. ------..l.. ---- PROVENCE 35 PELICAN HILL ROAD NORTH __ _j - OCEAN RIDGE DRIVE 36 33 7 -- --- ADDITIONAL NOTES TO CONTRACTOR 1. PROTECT ALL EXISTING IMPROVEMENTS UNLESS OTHERWISE SHOWN. 2. PROPOSED AC AND PCC REPAIRS PER PLAN. VERIFY EXACT LIMITS 1'11TH ENGINEER IN FIELD. CONFIRM POSITIVE DRAINAGE IN GUTTER REPAIRS. 3. EXISTING PAVEMENT STIRUCTURAL SECTIONS FOR BALBOA BLVD. ARE SHOWN ON THE BORING LOG TABLE HEREON. 4. PAVEMENT GRADE BREAKS SHALL BE LOCATED ALONG PROPOSED LANE STRIPING. REFER TO SIGNING AND STRIPING PLAN FOR EXACT LOCATION OF PROPOSED LANE STIRIPING. 5. PAVEMENT LIP THICKNESS ADJACENT TO GUTTERS SHALL BE AS FOLLOWS. A) ADJACENT TO BIKE LANE -O" (NO LIP) 8) ADJACENT TO BOTTOM LANDING OF CURB RAMP -O" (NO LIP) C) ALL OTHER CONDITIONS -3/8" 6. FINISH SURFACE ELEVATIONS AND GRADES AT INTERSECTIONS SHALL MATCH EXISTING UNLESS OTHERW1SE SHOWN ON PLAN AND PROFILES. 7. 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 (BCR TO ECR, TYPICALLY), PAVEMENT RECONSTRUCTION, GRADING, UTILITY ADJUSTMENTS AND RELOCATIONS (INSTALL NEW UTILITY BOXES), AND LANDSCAPING AND IRRIGATION BEHIND AND ADJACENT TO RAMP AND SIDEWALK. ALL IMPROVEMENTS SHALL BE PER CITY OF NEWPORT BEACH STANDARD DRAW1NGS. PAVEMENT RECONSTIRUCTION SHALL BE PER DETAIL 1 ON SHEET 22. ALL IMPROVEMENTS SHOWN ON THE CURB RAMP DETAILS SHALL BE CONSIDERED AS INCLUDED IN THE UNIT COST OF EACH CURB RAMP UNLESS THOSE IMPROVEMENTS ARE SPECIFICALLY IDENTIFIED 1'11TH A CONSTIRUCTION OR DISPOSITION NOTE ON THE STREET IMPROVEMENT PLANS. 8. ANY BMPS PLACED OVER CATCH BASINS SHALL BE REMOVED WHEN THE RAIN CHANCE IS 30% AND ABOVE. ONCE PROJECT IS COMPLETE, EACH CATCH BASIN THAT HAD A BMP IN PLACE SHOULD BE INSPECTED FOR ANY SAND BAGS THAT MAY HAVE FALLEN IN THE INTERIOR OF THE CATCH BASIN AND OUTLET LINES. 9. CONTACT CITY ARBORIST, JOHN NELSON AT (949) 644-3197 FOR ANY TIREE ISSUES. THIS INCLUDES CONFIRMING LIMITS OF ROOT PRUNING AND ROOT BARRIER INSTALLATIONS AT LOCATIONS SHOWN ON PLANS . 10. CONTIRACTOR SHALL PROTECT ALL EXISTING LANDSCAPING AND IRRIGATION IMPROVEMENTS ADJACENT TO NEW IMPROVEMENTS. THIS INCLUDES EXISTING TREES UNLESS ROOT PRUNING IS NOTED (SEE #9 ABOVE). IF IT IS NECESSARY TO IMPACT EXISTING LANDSCAPING AND IRRIGATION TO FACILITATE CONSTIRUCTION (I.E. PLACE FORMS FOR CONCRETE), THE CONTIRACTOR SHALL REPLACE THE LANDSCAPING AND IRRIGATION IN KIND TO THE SATISFACTION OF THE ENGINEER. 11. THE PAVEMENT EVALUATION REPORT FOR BALBOA BOULEVARD INDICATED THAT PAVEMENT FABRIC AND UNDERGROUND CONCRETE PAVEMENT EXISTS THROUGHOUT MOST OF THE PROJECT LIMITS ON THAT STREET. THE BORING LOG ON THIS SHEET INDICATES THE LOCATION AND DEPTH OF THE EXISTING PAVEMENT FABRIC. THE STREET IMPROVEMENT PLANS INDICATE POTENTIAL LOCATIONS WHERE THE CONTRACTOR MAY NEED TO COLD MILL EXISTING CONCRETE PAVEMENT (1" DEEP OR LESS) TO PROVIDE THE NEW PAVEMENT. 12. AS-BUILT PLAN R-5827-S INDICATES THAT THE EXISTING PAVEMENT SECTION ALONG NEWPORT COAST DRIVE IS APPROXIMATELY 12" OF FULL DEPTH AC PAVEMENT. THEREFORE, PAVEMENT REPAIRS ALONG THIS STIREET SHALL BE ASSUMED TO BE 13" AC PER DETAIL 1 ON SHEET 22. 13. PROVIDE HIGH EARLY STRENGTH CONCRETE FOR CONCRETE PAVEMENT, DRIVEWAYS, AND CROSS GUillRS SO THAT VEHICULAR ACCESS IS PROVIDED 24 HOURS AFTER POUR. REFER TO SPECIFICATIONS. 14. IRWD 1'11LL PROVIDE NEW WATER VALVE BOXES AND COVERS FOR THEIR ADJUSTMENTS. 15. JOIN NEW PCC PAVEMENT AND CROSS GUTTERS (INCLUDING PARTIAL CROSS GUTTERS) TO EXISTING PCC PAVEMENT PER CNB STANDARD DWG. NO. 108. NEW SIDEWALKS AND DRIVEWAYS DO NOT REQUIRE THIS DETAIL. 16. ALONG BALBOA BOULEVARD, AC MATERIAL BELOW THE MILLING DEPTH AND ABOVE THE EXISTING CONCRETE (RESIDUAL AC) MAY DELAMINATE DURING COLD MILLING OPERATIONS FOR THINNER REMAINING SECTIONS. IF THIS OCCURS, THE RESIDUAL AC SHAUL BE SCRAPED 1'11TH A SKID STEER, BLADE, OR OTHER APPROVED CONSTRUCTION EQUIPMENT TO CONFIRM THE INTEGRITY, AS EVALUATED BY THE CITY. THE CITY WILL THEN DETERMINE WHETHER THE RESIDUAL AC 1'11LL NEED TO BE REMOVED AND, IF NECESSARY, THE LIMITS AND DEPTH OF REMOVAL. THE VOID LEFT BY ANY REMOVAL OF RESIDUAL AC SHALL BE FILLED WITH ARHM LEVELING COURSE. IF NECESSARY, MULTIPLE LIFTS MAY BE REQUIRED. 37 BALBOA BOULEVARD BORING LOG PACIFIC PINES RIDGE PARK ROAD BORING AC (IN) PCC (IN> AB (IN> FABRIC DEPTH (IN) C-1 1.5 7.25 1.5 C-2 5.25 C-3 6.5 8.0 2.5 C-4 6.75 6.5 2 C-5 3.0 7.5 3.0 C-6 4.5 6.0 1.75 C-7 2 6.75 2 C-8 8.25 4.0 2.5 C-9 11.5 2.5 C-10 1.75 11.5 1.75 C-11 8.0 1.75 GEOTECHNICAL BORING sc-x (SEE LOCATIONS AND TABLE HERON) CYPRESS ST 13 \ PALM ST 14 39 \ - ---- MAIN ST -- . . . - 105+00 ------ 15 --r \ 16 40 17 -· -\ -------\ -1----AST -I I .L - -BST 10 I _110+00 115+00 120+00 j-. T Hilt ➔ D b7P :: : _ _J - - - -_I_ - - - VISTA RIDGE ROAD NEWPORT COAST DRIVE " ✓~ 42 7--@)- I ~- . • I I .\-• _ _j __ _ -- CST 41 I _ _l 20 19 .-\ • -\-. ------ \ \ _, ___ _ \----FST -EST DST 11 t" --~- ,.I L _____ _ ___ _J 0 STREET IMPROVEMENT PLAN 0 SIGNING AND STRIPING PLAN GRAPHIC SCALE 200 0 200 600 ~ .,, >-' C, 8 "' ~ gi "' '.!!- ~ t; ~, w~ , . I ------~-WASHINGTON ST D • "£ o.~ z g' D ·-SC • < E ADAMSST l--- MEDINA WAY BALBOA BOULEVARD PLANS PREPARED BY: ()stantec UNDER THE SUPERVISION OF: 38 lECHN0L0GY DRIVE, SlE f.100 IR"1NE, CA 92618 (949) 923-Booo m (949) 923-6121 FAX INDEX MAP SCALE: 1 " 200' RECORD DRAWINGS These Record Drmvings hove been prepored bosed on ,:he best o·.-oik:ble inform□ticn. While t his informd ion is believed t c be reliable, City ct f\le-wport Beach is n ot responsible fo1-its accur:Jcy, net· the errors or o--nlssions which may or m ay not ha-✓e been Incorporated inrn t he!:lc plcm!:l. SCALE: 1'' = 200' C-8728-2 t::: 3?-"0 CD 0 < "' :,: D w "' " "' ~--------~-----------------------------,~N REVIEWED: INDEX MAPS ifJ ~ {Jdwfil BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER :,; / !!i,; NEWPORT COAST DRIVE AND BALBOA rf !!i 5': BOULEVARD PAVEMENT REHABILITATION ~~ I-co "' 0 I--------------------~------,~~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ I I ~--------<o' R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 10 05 22 PUBLIC WORKS DEPARTMENT SHEET 2 OF 43 !!c ~ L _____________________________________________ _J_ _______________ _l_ _______ _J ___ ~J~WW~_~1~0~0~5~2~2L..:~·_1__=_::__1_::_::.::..:::_::~::..:__:~.:::..:.:=:.::_ _________ _J_.:..::_:,_:_:_::_:..::::_c_:..::::=======L-------------------L=~~_:_:_~~~~ CONSTRUCTION NOTES WlY R/W CL ElY R/W CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. (64', 66.5' OR 72.5') (68', 70.5' OR 79.5') @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. I (12.5' OR 131 (44', 56' OR 63') (4', 7', 14' OR 191 (44' OR 651 (17 ') WlY R/W (9 ', 13' OR VARIES) I I 1--_ I -- WlY R/W (9', 13' OR VARIES) 1-----------{ 1 211-----------.-j 1-----------{'1x21' ' ·.1 (60', 62.5', 64', 71 ', 71.5' OR VARIES) (44', 54', 65' OR VARIES) NEWPORT COAST DRIVE EAST COAST HIGHWAY TO PELICAN HILL ROAD SOUTH PELICAN HILL ROAD NORTIH/OCEAN RIDGE DRIVE TO STA 104+00 NOT TO SCALE C/L I (4', 7', 14' 19', 25' OR VARIES) r--------- 11 I □ "-_J w "- ...J (68' OR 70.5') (44', 47' OR 54') □ "- -_J z 25 • ~o □"- -_J "" . s;: 0 ------------<{wi)t-----------i i-----------1-(wi)t--------- (62.51 (44', 54', 64' OR VARIES) NEWPORT COAST DRIVE PELICAN HILL ROAD SOUTH TO STA 33+00 STA 63+50 TO PELICAN HILL ROAD NORTH/OCEAN RIDGE DRIVE STA 104+00 TO STA 132+00 NOT TO SCALE C/L I (13', 16.5' 19' OR VARIES) (68', 70.5', 78' OR 79.5') (44', 47' OR 53'1 -- -- ---t ---- ElY R/W (14', 16' OR 171 I I -----~ -- E'LY R/W (14', 17' OR 18') -------- ,-- c:J"- -_J ~== ~o II .,,///,..,, l::!::lii. ll,,r .1.,., z-' I r ss o I I L_J □"- -_J "" . s;: 0 1-------------< 1 21 t-----------t 1----------1~1x21;1------------< NEWPORT COAST DRIVE STA 33+00 TO STA 63+50 STA 132+00 TO STA 136+80.85 NOT TO SCALE -- !i' " i "' ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 < "' C-8728-2 Gi ;i " "' RECORD DRAWINGS ~----------------~-------~---------~-~---~------------------~---~--------~--------------------------------,rN PLANS PREPARED BY: REVIEWED: NEWPORT COAST DRIVE TYPICAL SECTIONS ~! These Record Draw ings hove bee n prepared based on t he best ava il able in form ation . Wh il e th is inform at ion is believed t o be re liable, City of Newport Beach is not responsible for its accuracy, nor th e errors or omissions wh ich m ay or may not hove been Incorporated int o th ese plans. ()stantec UNDER THE SUPERVISION OF: 38 lECHN0L0GY DRIVE, SlE #200 ~RCfESS/~ fil !!/ ,; IR"1NE, CA 92618 #,~~-{ 'IL Wt[~~' jJ... . . , NEWPORT COAST DRIVE AND BALBOA cf (949) 923-6000 m fj '<' • nn ~sre;. ~ !!/ ~ (949)923-6121FAX ti IJY)zac ~i BOULEVARDPAVEMENTREHABILITATION i!::lJ No. 63466 BEN DAVIS RCE 82033 r.; * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER 1----------------------~--------1 ~ ~ u'/' '.,;¼~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 <11; CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --r ~ E:" OF CALI~ / / >----------< i5 '- R,C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 10 05 22 PUBLIC WORKS DEPARTMENT SHEET 3 OF 43 !!c ~ L _______________________________________________ _l ________________ _J_ ________ __L __ _:J~W~WL_~10~0~5~2~2L~·1__::=:__1_::..=.:::_:::_::::..:__:~..:::..:_=~----------__L~..:::..:_.::::_J~=========:.l_ ____________________ _1_..:::_:.:~~~:__:::-::~~~ N'LY R/W C/L SlY R/W (35') (6 ') (22' OR 291 ' ' 5' OR 6' 21'0R22' (35' OR VARIES) (22', 27', 29' OR VARIES) (10 ') w ':I ~ u... 10'0R11' 5', 6' OR 7' ~~ ~ 5! °" ll?4flls u ~ JS To 2. 7% 2.~ __ ::,% --7'7Z / / / / _/ / / / / / / s.7-r rr I "(l..~s ~ / _ ~>; 11 I I ~~-/' -------""'-JI I -1.':,, ---I --·' fl --- -l1 ,\l<;,:S• -----I --, I II -,,,:w -----QERL'/\l-lG pCC --------~_J I I,/ ~ (t\S11l-lG Ill< __ ----_ I I --....:::::: ----~ --1 I _ -~ --:;: ;;; ~ L __J---~ :,., "---BETWEEN MEDIAN WAY AND ADAMS > Q ro Q ~ tii :;'. STREET, GRIND EXISTING PCC AS REQUIRED ~ ;:;, ~ 00 i':S • TO ACCOMODATE NEW PAVEMENT. REFER ~ ~;:;, ~ TO PLANS FOR APPROXIMATE LOCATIONS tii BASED ON GEOTECHNICAL DATA. ;;,'j kv --------12 f--------©-- ,__ _________ ---<12>-------------< BALBOA BOULEVARD MEDINA WAY TO ADAMS STREET MAIN STREET TO A STREET NOT TO SCALE (6' OR B') NlY R/W C/L S'LY R/W (3', 6' OR 131 NlY R/W (13' OR VARIES) (351 (22', 29' OR 32'l GJ o._ -::J "" . ,;;: co ' "' ' ' -- (351 (22') (131 (10') ,__--------1'112'1---------~ ' ·J (351 -- BALBOA BOULEVARD ADAMS STREET TO MAIN STREET NOT TO SCALE C/L S'LY R/W (351 !22' OR VARIES) ' !22' OR VARIES) 113' OR VARIES) ' w ':I z u... __J 0 i8: 01"' "' w u o._ 1% TO 2% ~ 7 2%ro ---- ~', ~ t------~\l ~A - I 77 1.-"'~~•,,...-;,:2;;~q;z,. 7 EX. PCC I _____ J 5.si r- /J.. -JI 7 1 I I L_j II ,,,?'__y,-rP ll,~ :...- 1 I +~ I I 1;:; L _J c.::I Q a.. f:2 -...J z ~>-----~141-------, s:j ~ ;;.3 FROM STA 31+04.61 TO STA 34+ 14.61 • -o._ "' ...J z c5;; ~ co ' "' f-{D~-----< 3 J--------+--<©-- ---------<121---------- BALBOA BOULEVARD A STREET TO B STREET NOT TO SCALE RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ova il abl e in formotion . Whil e t his inform at ion is believed t o be re liable, City of Newport Be ach is not re sponsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. N'LY R/W (71 OR (131 N'LY R/W (71 (29 ') OR (351 GJ o._ -::J (221 C/L ' (221 ' ~ 00 GRIND EXISTING PCC AS REQUIRED TO ;;:; ACCOMODA TE NEW PAVEMENT. REFER TO PLANS FOR APPROXIMATE LOCATIONS BASED ON GEOTECHNICAL DATA. (35') ---------{ 1 121---------, (29') BALBOA BOULEVARD (221 B STREET TOD STREET NOT TO SCALE C/L ' (221 (35') SlY R/W (13 ') SlY R/W (13 ') IF NECESSARY, REDUCE: '\J -- OVERLAY THICKNESS AT ----I > w DRIVEWAY TO JOIN TOP I I ci i: OF DRIVEWAY CURB 11 (/) 5! """ _..,-:,--; I "---"--• .._.,. '~ -;---7__,;_A I 6' 14' _,I"' ~A , CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. 0 COLD MILL EXISTING AC PAVEMENT 1" DEEP (RAISE FS ELEV. 1.5"J. @ COLD MILL EXISTING AC PAVEMENT 1.5" DEEP (RAISE FS ELEV. 1 '1. ® PROVIDE EDGE TAPER PER DETAIL 3 ON SHEET 22. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) ARHM LEVELING COURSE. @) COLD MILL EXISTING AC PAVEMENT 2" DEEP (RAISE PAVEMENT 0.5'1. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. 2;~ --~""7 II r -----~ ~~ w -,.. ,:a • .---7..,._ ,J!i!, I N'L Y R/W (131 11 <\) ~':,,.,.: -?CC :,., ' -~.,._ [.\l.L'/\\1" j d :l f---:~~--r-~ I I --• "--- L J-• i---! GJ o._ -::J z es • ~co ' "' = = 0 GRIND EXISTING PCC AS REQUIRED i':S + TO ACCOMODATE NEW PAVEMENT. > ~ REFER TO PLANS FOR APPROXIMATE LOCATIONS BASED ON ~ GEOTECHNICAL DATA. >---° = "" w --0 -~------1131----------~ ----------1121-----------1 BALBOA BOULEVARD D STREET TO STA 53+82.52 NOT TO SCALE C/L SlY R/W (35') 135' OR VARIES) (221 ' (22", 25' OR VARIES) (10' OR VARIES) ' 15' OR VARIES 1% 10 1.3% - II I I l,-'17 ' ' -/ I I 1 I EX. IJNOERL YING peel _ _j I I ----L.J----- GRIND EXISTING PCC AS REQUIRED TO ACCOMODATE NEW PAVEMENT. REFER TO PLANS FOR APPROXIMATE LOCATIONS BASED ON GEOTECHNICAL DATA. -- I w ':I I ;~ ~ 5! "' uw -o._ --1.2% TO ,-r-- 2_5% I -11 ,, ,,,., //r,,._-JI I I I I L_j GJ o._ -::J z. ,;;: co ' "' r----------<' 1 X12'>--------_, ' -; BALBOA BOULEVARD STA 53+82.52 TO STA 55+14.66 NOT TO SCALE ~ .,, >-' C, N 5 "' ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 < "' C-8728-2 Gi ;i " "' ~----------------~-------~---------~-~---~------------------~---~--------~--------------------------------,~N PLANS PREPARED BY: REVIEWED: BALBOA BOULEVARD TYPICAL SECTIONS ~! 38 lECHN0L0GY DRIVE, S1£ f.100 ~RCfESS/~ fil !!/ ,; IR"1NE, CA 92618 #,~~-{ 'IL Wt[~~\ jJ... . . , NEWPORT COAST DRIVE AND BALBOA cf (949) 923-6000 m fj '<' • nn ~sre;. ~ !!/ ii" (949)923-6121FAX ti IJY)zac ~i BOULEVARDPAVEMENTREHABILITATION !!:~ No. 63466 BEN DAVIS RCE 82033 r 0 * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER f----------------------~-------1 ~;:, u'/' '.,;¼~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 <11; CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --~ ~ ()s tantec UNDER THE SUPERVISION OF: E' OF CALI~ / / 1-----------< i5 '- R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 4 OF 43 !!c ~ L _______________________________________________ _l ________________ _l ________ _L __ ___:J~W~WL_~10~0~5~2~2L~·1___::=:__1_::..=.:::_:::_::::..:__:~..:::..:_=~----------_L~..:::..:_.::::_J~=========:...L--------------------_l_..:::_:.:~_::~:__:::-::~~~ 2 EX. CITY OF\ I NEWPORT BEACH R/W ~ EX. CITY OF NEWPORT BEACH R/W ~ST CO1ST HIGHW I II • II ~ II I 51 I I illi I II I II ~ ~ II I I I I • "' ~-6"G-- I I I I ~ ~ I I I I • "' 21" ss OCSD p 8+53.81 BC "PW LBCWD P II ,. ii II II II II 18" ss OCSD Pi----!L---i~. I I II I 11 I i!':: 0:: ~ 0 >-c5 >- II II ,. "' :Iii II II II II "' I II II II 11 I 11 ~ I I 8 I I I I I I I I I I I '" II "' "' .. .. II u ~ _L X 0 ~-...... -~ t - -__ ..._. .. II i!':: 0:: II II "' 20 r-- 0, <O + a:, 20 "· ,.,_ """ vw~ I VJ z <C ii EX. CAL TRANS R /W ~ <C u x w I I II II EAST COAST HIGHWAY RECORD DRAWINGS These Record Drawings hove bee n prepare d based on t he best ova il able in formo tion . Whil e t his informat ion is believed t o be re liable, City of Newport Be ach is not resp onsible for its ac curacy, nor th e errors or omissions which m ay or m ay not hove been Incorpora t ed int o t hese plans. 15 ~ ~ r--<O o, X + .-J r--N ::,; ::,; 0 u p ~ <C 0 VJ • ID a:, :z -u p 0 VJ p ::,; ::,; 0 u • ID a:, z ..,_ u p u ID a:, .., 0 + g:: 0 ~ p VJ 0 VJ "' p • 0:: "' :,; z :,; N 0 g; u p "' ~ 0:: 0:: • N - '-" '-" • u <O VJ p p "' ~ 0 0:: • ..,_ N 15 "' ;i<' • <O -.,. X -_J + --□ LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (TYPl EX. R/W uw ~u w VJ p ---<11114""""' ----• • 'CEX. R/W --~- I NEWPORT COAST DRIVE '-" '-" • u <O VJ 15 LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (TYPl ::,; "' ::::2: X a,_ 0 0 0 = 3: (..)(,.) 009: p p -COMM- EX. R/W -------co,.,,.,_ p :::, >-:::, <'<I 0 >-u <C EX. R/W NEWPORT COAST DRIVE ---- / / 0 "' '-" '-" • u 0:, VJ p ::,; ::,; X 88 p CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ JOIN TO EXISTING AC PAVEMENT. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). [I] REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. [I) REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. [I] ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STD. DWGS. NOS. S-050A, S-055, AND S-055A SHOWN ON DETAIL 1 ON SHEET 23. @J ADJUST EXISTING IRWD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER IRWD STD. DWG. NO. S-1. [Kl ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. ITI] ADJUST EXISllNG IRWD WATER MANHOLE RING, FRAME, AND COVER TO GRADE PER IRWD STD. DWG. NO. S-1. [j] REMOVE EXISTING AND INSTALL NEW TELEMETRY PULL BOX TO GRADE. NEW PULL BOX SHALL BE A TRAFFIC RATED 'BROOKS' PULIL BOX OR APPROVED EQUAL. UTILITY COMPANY NOTES (D ADJUST EXISllNG PULIL BOX AND COVER TO GRADE BY COX. LEGEND COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICAU CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT ~~ LOOP DETECTORS (BIKE AND VEHICLE) (PROPOSED) (EXISTING) GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' "' • " iii 8 N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ,;;;-;~==;;-;;:-;:-------------,---------,---------,-----,-----,-------------------,---,::c:::-=:=::--------,---------------------------____j°'W PLANS PREPARED BY: REVIEWED: STREET PLAN ~ ~ 3!1lECHNOLo~;;:~·c!lEs!~ ~· C\ . NEWPORT COAST DRIVE AND BALBOA ~~ (949) 923-Booo m (}__,,4,;.... ~ ii'. (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: "'N BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER I--_N_E_W_P_0_R_T_C_0_A_S_T_D_R_IV_E_:_E_A_S_T_C_0_A_S_T_H_IG_H_W_A_Y,-T_0_S_T_A_2_4_+_o_o---i ~ ~ DESIGNED: DRAWN: u 0 ()stantec UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH R-7024-S lie~ L_ _____________________________________________ _J_R_.c_.E_._6_34_6_6 ____________ L_ _______ _l_c_H_Ec_K_ED_,~J~WW!!.l_D_A_TE~:1~0/~0~5/~2~2L_N~D-~-=D~AT~E_--1..=.D=ES=C~Rl~PTI=O=N=O=F=R=E=Vl=Sl=ON=s __________ LA~PP=R=OV=E=DLD~A=TE~:==10=/=0=5=/=2=2==-l ____ ~P~U~B~L~l~C_W:...:....::O~R~K~S=-=D~E~P~A~R~T~M=E~N~T ___ _J_~-S~H-E;E~T~~5~~-□;F:~4;-3~!1 2 water valve PELICAN HILL ROAD SOUTH CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. D V) u w • <D 00 z ,,, .,_ u LO "' p .,_ + ..,. N -g . 0 ----•-0 + 'q' IO C\I • 1--< w 1--w rn J: rn w w z -_,J w J: en (.) 1--< ~ ~ '°' c-.i 00 :i N + 0 0 st N N 15 N '°' <O c-.i 00 X -...J + 0 ,,, N "' 15 PROTECT EXISTING LOOPS ON PELICAN HILL ROAD SOUTH ,9{] - u w LO '°' r--- <Xi 00 3 00 ~ 00 N 15 "' u w N 0 "' 0 + st ,,, "' u u w w LO -N LO ..; <Xi LO .,_ + + LO LO N N u "' <D u <D LO 0 N ..; LO C) LO + ..,. + LO 0 N LO LO :::, ~ N ..; :::, 00 0 u + u LO N I ~ "' u <D " 0 LO <Xi <O + <O N I TUSCANY II --"' u 8 w ..,. 0 r---.,_ N <Xi >->-C) w :r: + D V) st ,,, MARRIOTT'S SERVICE ENTRANCE RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ova il abl e in formotion . Wh il e th is informat ion is believed t o be re liable, City of Newport Be ach is not re sponsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed int o these pl ans. 26+25.01 NEWPORT COAST DR. = ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE "E"I AND DETAIL SHOWN ON PLAN. 300+00.00 S. PELICAN HILL RD. 300+00.00 TUSCANY "' u u <D <D '° LO r--- c-.i "' 0 C) + + r---<O N N "' u u w w LO 0 r--- LO "' 5 C) + + <D r---N N 15 EX. R/W D V) • <D st z NU = LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION CTYPI • ,,, ~ ~ 00 00 X .,_ .,.J +LO c, N N 15 --=--=-- N 3: <O " • co N X C) ...J + " NO n N 15>--- ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE "G"I AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE "H"I AND DETAIL SHOWN ON PLAN . @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ JOIN TO EXISTING AC PAVEMENT. @ CONSTIRUCT 1.5" ARHM OVER 1" <MINIMUM) AC LEVELING COURSE. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANJ. m REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. [lj REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. @] ADJUST EXISTING IRWD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER IRWD STD. DWG. NO. S-1. m ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. ~ REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. LEGEND COLD MILL AND OVERLAY !MATCH EXISTING FS, TYPICALI NEWPORT COAST DRIVE IW;1/:z?a I I FULL DEPTH PAVEMENT SECTION p 3: ~ D "' • 0 N LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION !TYPl p p p 3: ~ :::, ~ :::, z "' ::. ::. N "' 0 0 ~ • u u st N :::, ::. 0 u :::, :::, X 00 uu p p ~ ~ NEWPORT COAST DRIVE st "' <O N + 00 "' D V) • w 00 Z .,_ u p ;10 00 X ...J LO 15 40 CON CRETE REPAIR OR NEW CONCRETE IMPROVEMENT ~~ LOOP DETECTORS IBIKE AND VEHICLE) !PROPOSED) !EXISTING) GRAPHIC SCALE 0 40 120 SCALE: 1" = 40' g' "' ~ N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ~;;;;c-==~~-------------,---------,----------,---,----,---------------------,----,.,::-::,-:==--------,------------------------------~°'W PLANS PREPARED BY: REVIEWED: STREET PLAN ~ ~ 3!1lECHNOLo~;;:~·c!lEs!~ ~· C\ . NEWPORT COAST DRIVE AND BALBOA ~~ (949) 923-Booo m (}___,,4,;.... ~ ii'. (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: "'N BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER 1-___ N_E_W_P_0_R_T_C_0_A_S_T_D_R_IV_E_:_S_T_A_. 2_4_+_0_0_T_0_S_T,A_. _4_1 +_o_o ___ --1 ~ ~ DESIGNED: DRAWN: u 0 ()stantec UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH R-7024-S lie~ L_ _____________________________________________ _J_R_.c_.E_._6_34_6_6 ____________ L_ _______ _J_c_H_Ec_K_ED_:~J~WW!!.l_D_A_TE~:1~0/~0~5/~2~2L_N~O.~-=D~AT~E _ _L,D=ES=C~Rl~PTI=O=N=O=F=R=E=Vl=Sl=ON=s __________ LA~PP=R=OV=E=DLD~A=TE~:==10=/=0=5=/=2=2==-l ____ ~P~U~B~L~l~C_W:...:....::O~R~K~S=-=D~E~P~A~R~T~M=E~N~T ___ _J_~-S~H-E;E~T~~6~~-o;F:~4;-3~!1 6 storm drain manhole (_) a, N O> '° <O ~ :zj + + :;;j: :;.: 41+72.55 ECR (_) u.J N '° .,; .... + ::,: --- PROVENCE ::------._ FROM PROVENCE TO STA, 57+50, AFTER COLD MILLING CAND PRIOR TO CONSTRUCTION OF AC LEVELING COURSE> CONTRACTOR SHALL COORDINATE 111TH THE CITY FOR INSPECTION OF THE COLD MILLED PAVEMENT FOR AREAS WHERE NEW FULL DEPTH PAVEMENT REPAIRS CDIGOUTS) ARE REQUIRED. IF DIGOUTS ARE REQUIRED, THEN CONTRACTOR SHALL COORDINATE 111TH CITY ON WHETHER THE u=; a:i ..., + ;,! II "' 0 .... (/) < 0 (_) u.J (_) .... z ~ '5' a_ 0 3' "' u.J a_ z 0 -0 .... ci <O 0 0 + + 0 N 0 .... '° er (_) u.J <O '° r:::: + N .... (_) u.l <O <O ,..: <O + N .... p 3' ~ "' "' • - u (D <O <O r--<O + ;,! O> r-- '° 0 + ..., .... ;1:: 00 X .-J '° 15 p 3: ~ 0 (.!) (.!) • u 00 (/) 0 (/) • a, 00 Z .... (_) p DIGOUTS ARE CONSTRUCTED BEFORE OR AFTER THE AC LEVELING COURSE IS CONSTRUCTED, ASSUME 13" AC THICK, FOR DIGOUTS, 0 N • "' p p .... N ::a ~ ::a .... 8--= RECORD DRAW INGS These Record Draw ings hove bee n prepared based on t he best ova ilabl e in formotion . Whil e th is informat ion is believed t o be re liable, City of Newport Be ach is not responsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. ::a z ::,e N 0 "' (_) > (.!) (.!) . (_) 00 (/) p p (/) ~ (/) • "' '° --=--- p 3' ~ "' "' • .... N 0 (/) • a, 00 Z .... u p --=--=- p 3' ~ 0 "' • -.... N ::a i"5 u LOCATE AND PROTECT EXISTING Cln' FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (n'Pl --= ·==d ~~e="F-!'~ cc_--}'"""c.:--~ • p p ~ ::a z ::a i"5 N i"5 §]; < u u p ~ z LI- ' ---=--- EX. R/W FROM PROVENCE TO STA, 57+00, AITTR COLD MILLING <AND PRIOR TO CONSTRUCTION OF AC LEVELING COURSE> CONTRACTOR SHALL COORDINATE 111TH THE CITY FOR INSPECTION OF THE COLD MILLED PAVEMENT FOR AREAS WHERE NEW FULL DEPTH PAVEMENT REPAIRS CDIGOUTSl ARE REQUIRED. IF DIGOUTS ARE REQUIRED, THEN CONTRACTOR SHALL COORDINATE 111TH CITY ON WHETHER THE NEWPORT COAST DRIVE DIGOUTS ARE CONSTRUCTED BEFORE OR AITTR THE AC LEVELING COURSE IS CONSTRUCTED, ASSUME 13" AC THICK, FOR DIGOUTS, LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (TYPl --=-- 0 en • a, NZ .... (_) p 14 CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2,5" DEEP, @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD, DWG, NO, 181 (CASE "H "l AND DETAIL SHOWN ON PLAN, @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD, DWG, NO, 180, @ CONSTRUCT 1.5" ARHM OVER 1" <MINIMUM! AC LEVELING COURSE, @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE, DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANJ. m REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD SID. DWG. W-22. [Ij REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD SID, DWG, W-22, [fil ADJUST EXISTING IRWD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER IRWD STD. DWG. NO, S-1. ~ ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD, DWG, NO, 400, [TI] ADJUST EXISTING IRWD WATER MANHOLE RING, FRAME, AND COVER TO GRADE PER IRWD STD. DWG. NO. S-1. [j] REMOVE EXISTING AND INSTALL NEW TELEMETRY PULL BOX TO GRADE. NEW PULL BOX SHALL BE A TRAFFIC RATED 'BROOKS' PULL BOX OR APPROVED EQUAL, [TI] REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER CP TEST STATION BOX AND COVER TO GRADE PER IRWD SID, DWG, NO, CP-6, [j]] REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER CP TEST STATION BOX AND COVER TO GRADE PER IRWD SID, DWG, NO, CP-6, ~ REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD, DWG, NO, 116, LEGEND I~ I I COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICAL! FULL DEPTH PAVEMENT SECTION CON CRETE REPAIR OR NEW CONCRETE IMPROVEMENT ~ ~ LOOP DETECTORS IBIKE AND VEHICLE! <PROPOSED! (EXISTING! g' "' EX. R/W r--;ii" "1 00 <O X 0 .-J +o [;';N ~ LOS TRANCOS CANYON VIEW PARKING LOT 15 40 0 NEWPORT COAST DRIVE GRAPHIC SCALE 40 120 SCALE: 1" = 40' N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ,- SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ~;;;;c-==~~--------------,---------,----------,-----,----,------------------------,----,-,=-:=::::---------,------------------------------~°'W PLANS PREPARED BY: REVIEWED: STREET PLAN ~ ~ 3!1TECHNDLO~;;:~·c!TEs!~ ~-C\ . NEWPORT COAST DRIVE AND BALBOA ~~ (949) 923-Booo m (}___,,4,;_ ~ ii'. (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: WN BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER I--___ N_E_W_P_O_R_T_C_O_A_S_T_D_R_IV_E_:_S_T_A_4 _1 +_0_0_T _O_S_T,A_,_6_0_+_o_o ___ --i ~ ~ DESIGNED: DRAWN: u 0 ()stantec UNDER THE SUPERVISION OF: JEFFREY W, WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH R-7024-S lie~ L_ _____________________________________________ __J__R_,c_,E_,_6_34_6_6 ____________ L_ _______ __J__c_H_Ec_K_ED_:~J~WW!!.l_D_A_TE~:1~0/~0~5/~2~2L_N~O,~-=D~AT~E _ ___L_D=ES=C~Rl~PTl=O=N=O=F=R=E=Vl=Sl=ON=S----------LA~PP=R=OV=E=DLD~A=TE~:==10=/=0=5=/=2=2==--1----~P~U~B~L~l~C_W:...:....::O~R~K~S=--=D~E~P~A~R~T~M=E~N~T ___ _J_~-S~H-E;E~T~~7~~-o;F:~4;-3~!1 new 8" sleeve gJ ii" . co V X N .,J +r--8"' 15 =-t:oli ==- 0 (/) • CD NZ ... u p u u.J ---=-- "' :::S X 00 uu p FROM STA. 71+00 TO STA. 85+00, AFlER COLD MIWNG IAND PRIOR TO CONSTRUCTION OF AC LEVELING COURSE! CONTRACTOR SHALL COORDINAlE 111TH THE CITY FOR INSPECTION OF THE COLD MILLED PAVEMENT FOR AREAS WHERE NEW FULL DEPTH PAVEMENT REPAIRS IDIGOUTSI ARE REQUIRED. IF DIGOUTS ARE REQUIRED, THEN CONTRACTOR SHALL COORDINA lE 111TH CITY ON WHETHER THE DIGOUTS ARE CONSTRUClED BEFORE OR AFlER THE AC LEVELING COURSE IS CONSTRUClED. ASSUME 13" AC THICK. FOR DIGOUTS. RECORD DRAWINGS These Record Drawings hove bee n pr epared based on t he best ova il able in formo tion . Whil e t his inform at ion is believed t o be re liable, City of Newport Be ach is not responsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into t hese plans. 0 ::,e ::,e X 0 0 u u p 0 (/) • CD 0 z "' u p □'lo ~ p p (/) i == i (/) "' • "' "' "' • 0 N 0 (/) CD (!) • (!) N z • u ... u co (/) p p p p == i 0 "' . - ?Cl "' ~ "' >-8 <C p "' z :::S N 8 '.;: p "' I", "' z 0 c_ u LOCA llE AND PROTECT EXISllNG CITY FIBER OPllC CONDUIT NEAR ALL EXCAVATION <TYPl EX. R/W - - -ca =u=MM== =:;;;;;;:_- ·tf~;~ilfi·~ ... == N -. co N X 0) .,J + 0) "' -"' 15 EX. R/W =-=---==--=--- 0 7•J•7 1 0 0 3: "'0 . ...J <C w I-m U) 1- w LL zw ::J ...J :::c w (.) w !;: U) ~ CONSTRUCTION NOTES CD COLD MILL EXISllNG AC PAVEMENT 2.5" DEEP. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANJ. rn REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. [I) REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. [fil ADJUST EXISllNG IRWD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER IRWD STD. DWG. NO. S-1 . ~ ADJUST EXISllNG CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. LEGEND COLD MILL AND OVERLAY (MATCH EXISllNG FS, TYPICALJ CON CREllE REPAIR OR NEW CONCRETE IMPROVEMENT NEWPORT COAST DRIVE == 0 • 0 N (!) • co p (!) u (/) LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVAllON (TYPl . -----=---== p i "' p ::,e ~ "' 0 u <C [;:; ;;; • co N X "' .,J +o ... "' r-- 15 EX. R/W p ::,e z ::,e N 0 "' u> p ::,e I", ::,e z 8 c_ NEWPORT COAST DRIVE GRAPHIC SCALE 40 o 40 SCALE: 1" = 40' 120 g' "' I N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ~;;;;c-==~~-------------,---------,----------,----,----,-----------------------,----r=-:=::::--------,-----------------------------~°'W PLANS PREPARED BY: REVIEWED: STREET PLAN ~ ~ 3!1TECHNOLO~;;:~·c!TE9!~ ~-C\ . NEWPORT COAST DRIVE AND BALBOA ~~ (949) 923-Booo m (}__,,4,;..... ~ ii' (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION !!:-N BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER 1-___ N_E_W_P_0_R_T_C_0_A_S_T_D_R_IV_E_:_S_T_A_. 6_0_+_0_0_T_0_S_T,A_. _B_O+_o_o ___ ---1 ~ ~ DESIGNED: DRAWN: u 0 ()stantec UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH R-7024-S lie~ L_ _____________________________________________ _J__R_.c_.E_._6_34_6_6 ____________ L_ _______ _J__c_H_Ec_K_ED_:~J~WW!!.l_D_A_llE~:1~0/~0~5/~2~2L_N~O.~-=D~AT~E_..LD=ES=C~Rl~Pll=O=N=O=F=R=E=Vl=Sl=ON=S __________ LA~PP~R~OV~E~DLD=A~TE~:==10=/=0=5=/=2=2==--l ____ ~P~U~B~L~l~C_W:...:....::O~R~K~S=--=D~E~P~A~R~T~M=E~N~T ___ _J_~-S~H-E;E~T~~8~~-o;F:~4;-3~!1 0 0 + 0 co co I-• w< w 1-J: en cnw w~ w ...J en J: (.) I-< ::E '1;;:-..,;;:-..,;;:-~..,;;:-..,;;:-..,;;:-- -'1;;:-..,;;:-..,;;:--=== ---- I ,,,.. p ::,;; ,:: ::,;; X "' 0 0 D u u • ,:: <O "' p -p --- p FROM STA. 71+00 TO STA. 85+00, AFTER COLO MILLING CANO PRIOR TO CONSTRUCTION OF AC LEVELING COURSE) CONTRACTOR SHALL COORDINATE 111TH THE Cl1Y FOR INSPECTION OF THE COUD MILLED PAVEMENT FOR AREAS WHERE NEW FULL DEPTH PAVEMENT REPAIRS IDIGOUTSl ARE REQUIRED. IF DIGOUTS ARE REQUIRED, THEN CONTRACTOR SHALL COORDINATE 'MTH Cl1Y ON WHETHER THE DIGOUTS ARE CONSTRUCTED BEFORE OR AFTER THE AC LEVELING COURSE IS CONSTRUCTED. ASSUME 13" AC THICK. FOR DIGOUTS. ~ ~ ,:: ~ "' ' "' "' "' ' 0 N PELICAN HILL ROAD NORTH \ \ \ \ \ 90+59. 78 NEWPORT COAST DR. = 600+00.00 PELICAN HILL RD. N. 600+00.00 OCEAN RIDGE DR. WARNING. EXCAVATION FOR CURB "' RAMP IS DIRECTLY OVER THE u EXISTING CITY FIBER OPTIC LINE. m c.=.=..c.c..cc--'-'.'-'--'-="-'--"-'---'-'--r'-""-' :g 8 Ir <O <O <O "' N CD -0 + + 0 0 EX. R/W °' °' c,,\ -J.~ EX. R/W ,:: "' • 0 N p ~ "' - u til <O <O "' -+ 0 0, "' u til N .... 0, 0, + 0, co ci .... + 0 0, "' u w .... co "' "' + 0 0, COMM P cox I "' u w \ur,µ~"1-'1Q ao::::="-l I I I "' u til N "' ,x; N + "' u til N co ,-..: 0 + "' '° "' - "' u w t>:: N u .... til .., -0 + -0 -a, ,x; 0, r-- -6 "' I I 1-----+------+----U-_,__,p DECORATIVE PAVING I oo_lo I OCEAN RIDGE DRIVE RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ova il able in formo tion . Whil e th is inform at ion is believed t o be re liable, City of Newport Be ach is not responsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed int o th ese plans. p Cfl D Cf) ,:: : ~ "' r., til r., oz ' u u_ u co Cf) p p EX. R/W 0 ~ r--,x; 3 p p p p + 0 ,:: ~ :::,; ~ :::,; z :::,; ~ "' -D ::,;; ::,;; N ::,;; co "' 0 0 g; 0 ~ ' u <C u u 15 0 N 0 ~ r--,x; 3 "' + 0 "' -co 15 LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (TYPl EX. R/W u til 00 ,::: + co co □• c----E .= ___ .,. ____ c-____ --------------------------0 0 d) 3: coo . ...J <W I-m en i-w L1. ~~ ...J J: w (.) w I-en < ::E CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE "B"l AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ JOIN TO EXISTING AC PAVEMENT. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). m REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22 . [l] REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. @J ADJUST EXISTING IRWD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER IRWD STD. DWG. NO. S-1. m ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. ~ REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. LEGEND I~ I I COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICAU FULL DEPTH PAVEMENT SECTION NEWPORT COAST DRIVE CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT -- p p ,:: ~ ::,;; ~ ,:: "' :::, D "' 0 ' u <C ' .... 0 N N r., r., ' u co Cf) p p ~ "' N ~ "' "' ci 0 <O ,;t; -X ,.J "' <O 15 "' ~ <O co ~ X --' + 0, "' "' 15 LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (TYPl EX. R/W EX. R/W 15 -- p ::,;; "' :::, >-o Z u u_ ::,;; :::, X 00 uu p ~ ~ LOOP DETECTORS (BIKE AND VEHICLE) <PROPOSED) (EXISTING) -"' - ---c -- g' .,, j N ~ gi "' GRAPHIC SCALE NEWPORT COAST DRIVE 40 0 40 120 '.!!- ~ t; ~, SCALE: 1" = 40' w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ~;;;;c-==~~-------------,---------,----------,----,----,----------------------,----r=-:=::::---------,------------------------------~°'W PLANS PREPARED BY: REVIEWED: STREET PLAN ~ ~ 3!1TECHNOLO~;;:~·c!TE9!~ ~-C\ . NEWPORT COAST DRIVE AND BALBOA ~~ (949) 923-B□oo m (}__,,4,;..... ~ ii'. (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION ii' N BEN DAVIS RCE 82033 "'~ ASSOCIATE CIVIL ENGINEER 1-___ N_E_W_P_O_R_T_C_O_A_S_T_D_R_IV_E_: S_T_A_B_0_+_0_0_T_O_S_T0A_._9_9_+_0_0 ___ ---I ~ ~ DESIGNED: DRAWN: u 0 ()stantec UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH R-7024-S lie~ L_ _____________________________________________ _J__R_.c_.E_._6_34_6_6 ____________ L_ _______ _J__c_H_Ec_K_rn_,~J~WW!!.l_D_A_TE~:1~0/~0~5/~2~2L_N~O-~-=D~AT~E_..i.=.D=ES=C~Rl~PTI=O=N=O=F=R=E=Vl=Sl=ON=S __________ LA~PP=R=OV=E=DLD~A=TE~:==10=/=0=5=/=2=2==-l ____ ~P~U~B~L~l~C_W:...:....::O~R~K~S=-=D~E~P~A~R~T~M=E~N~T ___ _J_~-S~H-E;E~T~~9~~-o;F:~4;-3~!1 ,. ::s 0:: "' ::s X "' • ;il "' 0 0 ~ "' • u u u 0, 0:: 00 (/) 0, p 0 p p + 0 "' ~ 0 EX. R/W - 15 "' 0, u-:i ;i<' "' ~ "' _'j 0 -00 LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (TYPJ 0 (/) CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT FULL DEPTH AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ CONSTIRUCT 1.5" ARHM OVER 1" <MINIMUMJ AC LEVELING COURSE. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLANl. m REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. IT] REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD STD. DWG. W-22. @) ADJUST EXISTING IRWD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER IRWD STD. DWG. NO. S-1. ----E-----E-----=------E-• til r--z NU [Kl ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. 0 0 w + > 0) o 52 m . <C <C I-I-U) :::c w S2 z a: -...J w :::c wt> en I-< ::E Cl (/) • r--N ,. 0:: ID • z "' u -p "------ i "' "' • u 0:: 00 (/) p p p p p p (/) i (/) i ,. i ,. (/) (/) 0:: 0 • 0:: • 0:: 0:: • -• 00 N st 0 N N RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ovo il abl e in formotion . Wh il e th is informat ion is believed t o be re liable, City of Newport Be ach is not re sponsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed int o these pl ans. i 0:: - ___ --- ,. Cl • 0 N Cl (/) • ID "' z "' u p p p p :::e ~ :::e z ::s ~ :::e :::e N :::e 0 0 g; 0 if: u u u EX. R/W p p p p ;il ::s ~ ::s z ::s ~ (/) ~ ~ N ::S (/) 0:: 0:: 0 if: • u <( u >u N p i 0:: u w r--0, ..; 0 + "' 0 .. I ii ---- I p ---LEGEND I~ I I COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICALl FULL DEPTH PAVEMENT SECTION NEWPORT COAST DRIVE ::s :::e X 0 0 LOCATE AND PROTECT EXISTING u u CITY FIBER OPTIC CONDUIT p NEAR ALL EXCAVATION (TYPJ EX. R/W == I \_EX. R/W NEWPORT COAST DRIVE GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 g' "' j N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"D CD 0 C <"' -8728-2 Gi ;i ~;;;;c-==~~-------------,---------,----------,----,----,----------------------,-----r=-:=::::---------,------------------------------~°'W PLANS PREPARED BY: REVIEWED: STREET PLAN ~ ~ 3!1lECHNOLo~;;:~·c!lE9!~ ~· C\ . NEWPORT COAST DRIVE AND BALBOA ~~ (949) 923-Booo m (}___,,4,;.... ~ ii'. (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION ii'"' BEN DAVIS RCE 82033 ° - ASSOCIATE CIVIL ENGINEER I-___ N_E_W_P_O_R_T_C_O_A_S_T_D_R_I_V_E_:_S_T_A_9_9_+_00_T_O_S_T,A_._1_1_9_+_o_o ___ -j ~ ~ DESIGNED: DRAWN: u 0 ()stantec UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH R-7024-S lie~ L_ _____________________________________________ _J_R_.c_.E_._6_34_6_6 ____________ L_ _______ _J_c_H_Ec_K_rn_,~J~WW!!.l_D_A_TE~:1~0/~0~5/~2~2L_N~O.~-=D~AT~E_-1..=.D=ES=C~Rl~PTI=O=N=O=F=R=E=Vl=Sl=ON=s __________ LA~PP=R=OV=E=DLD~A=TE~:==10=/=0=5=/=2=2==-l ____ ~P~U~B~L~l~C_W:...:....::O~R~K~S=-=D~E~P~A~R~T~M=E~N~T ___ _J_~-S~H-E;E~T~-1;~0~-o;F:~4;-3~!1 0 ,... 0 0 + 0) ,... ,... I-< w 1-wen J: w enz w-w ...J en 5 I-<( ~ 15 "' <O <O l" + "' X 0, ,.J --co (/) (/) ' N -p p (/) ~ VI ' "" co 3: "" (.!) 0 0 (.!) 3: ' 3: "" <O "" ' u -co (/) p p EX. R/W E----1.----E----E----E--------E----E---- p p (/) 0 3: i 3: (/) 3: "' 0 ' "" "' N • ' ...-0 N N p p i :::,e :::,e "" 0 u ~ < p p :::,e "" :::,e """ oz u u.. :::,ez ::,;;N 8 !la 15 5 l" • "' 0, . 0, co + X -,.J N --N WARNING. EXCAVATION FOR CURB RAMP IS DIRECll Y OVER THE EXISTING CITY FIBER OPTIC LINE. "" "" u u 3: u LOCATE AND PROTECT EXISTING w w (D PACIFIC PINES 124+48.03 NEWPORT COAST DR = 700+00.00 PACIFIC PINES DR. I PROTIECT EXISTING LOOPS --h..~.¾---:-1171 ON PACIFIC PINES CITY FIBER OPTIC CONDUIT ,-.. N "" □ 3: N ---_ 8 .. ss--·r24+70.03 ECR 124+95.03 BCR ' 0, <O NEAR ALL EXCAVATION (TYPl "' .,; ... 0 0 + + ... ...-N N m ---m-i,i.* -_,--E----E----~-- ------~----~----m----'m --COMM----coMM---C "' p u (D ,-.. 0, tJ ~ N <O ci "' + ... N 5 (D ,-.. N .,; 0, + ,-.. N ci "' ~ ,-.. N I~ + 124+97.47 BC 5 ~ w ,-.. ~ N C.: .,; 0, 0 + + ... <n N N EX. R/W EX. R/W "' 3: ... " • co o, X 0 ,.J +o ~N 15 N N ... + <O N l" "' X ,.J 0 "' u.. ... (/) "'.., "' "' +N '° II ~ < 15 0 (/) ' <O "' p p VI 0 (/) 3: = 9: 0 (D z u :,;; "' :,;; "' l" 0 u ... "' + X p ,-.. ,.J N 0 24 15 X "' 0, 0 ,,.; l" u "' "' + X co ,.J N 0 CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB SID. DWG. NO. 181 (CASE "B"l AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB SID. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT DRIVEWAY PER CNB STD. DWG. NO. 162, DETAIL 1 ON SHEET 22, AND DETAIL SHOWN ON PLAN. @ JOIN TO EXISTING AC PAVEMENT. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. @ ROOT PRUNE EXISTING TREE(Sl ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT LOCAL DEPRESSION GUTTER ONLY PER CNB SID. DWG. NO. 306 AND DETAIL 1 ON SHEET 22. @ INSTALL NEW NO. 5 PULL BOX, 2.5" CONDUIT (LENGTH PER PLAN), CONNECT TO EXISTING TRAFFIC SIGNAL PULL BOX, AND PULL AND CONNECT NEW DLCs. SEE ADVANCED DETECTOR LOOP RELOCATION NOTIES ON SHEET 31. @ CONSTRUCT 2" CONDUIT RUN (LENGTH PER PLAN) FOR FUTURE TRAFFIC SIGNAL IMPROVEMENTS. @ CONSTRUCT 3" CONDUIT RUN (LENGTH PER PLAN! FOR FUTURE TRAFFIC SIGNAL IMPROVEMENTS. DISPOSITION NOTES ~ PROTECT IN PLACE (ITEM PER PLAN). rn REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER VALVE BOX AND COVER TO GRADE PER IRWD SID. DWG. W-22. [I) REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND COVER TO GRADE PER IRWD SID. DWG. W-22. [I) ADJUST EXISTING IRWD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER IRWD STD. DWG. NO. S-1. NEWPORT COAST DRIVE "' N N I;::; -p COMM COX 124+50.27 NEWPORT COAST DR. = 800+00.00 VISTA RIDGE ROAD ~ ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. 0 0 w + >O) 0~ m . <( <( I-I-en J: w S2 z a: -...J w J: wu en i-< ~ 15 ... ... C-:3: 0 " + "' 0, X N ,.J -"' p VI VI • 0 3: □ "' VI ~ (.!) (.!) ' (D • <O • u <O z -"" co VI "' u p p p p p .,.-._yw,: I .J',": •••~ ---···'· -=OOMM==== p p p p ~ ~ st ~ <O 0 (/) ~ 3: i 3c ~ :,;; ~ ~ g;! 27 g;! :,;; z 3: V) "' C :::,e <O :::,e N "' "' "' "' 8 ,.J N ,.J 8 g; • • -• -<C + ,-.. + N ... ... 0 0 -N 0 ;;, -N N "' 15 15 RECORD DRAWINGS These Record Draw ings ho ve been prepared based on t he best ova il able in formotion. Wh il e th is informat ion is believed t o be re liable, City of Newport Beach is not re sponsible for its accuracy, nor th e errors or omissions which m ay or may not hove been Incorporated into these plans. 15 -3: O> " • "' N • co co +~ -... ~N "' <O 0 + N "' u.. (/) "' N II < 25 4 "' l" u N (D .,; g;! 0, 0 ,.J ... + "' N 5 "' + N 15 "' 0 15 □ (/) (/) :::,e (D (D <O • • "' :::,e X co z ... z "' ;., 0 0 -u N u "' "' u u p p ~ X p ,.J "' 0 =OOMM=== N N l" "' co 0, co "' J ~ X ,-.. ,.J + + "' N "' -"" "' 17 15 0 (/) ' (D 0 z <O u p ;:: l" cci co ,-.. X + ,.J ;::i "' 15 ~ ' (D ... z NU p "' u w 15 15 tg ~ c::: a::: • OCI U U 'q'" X ID W co ,.J ~LO~ffi n O N O> N 15 ! j; "' "' .;; "' I I I ' \ \ 8.54 ECR :::.--:.; ----,,rss-____ ,o·· ""---, ..:-71 ' '"1"'""+80 85 •• @liill3, if=:3000.00 • ~0 • ,:__,~_0:~ lF17i7'26", T=456.1 --,.... 136+18.66 ECR 135+51.77 NEWPORT COAST DR. = 900+00.00 RIDGE PARK ROAD 135+84.74 BCR I ~ \ \ ✓ .. ... [TI] REMOVE EXISTING AND INSTALL NEW IRWD DOMESTIC WATER CP TIEST STATION BOX AND COVER TO GRADE PER IRWD STD. DWG. NO. CP-6. ~ REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. I@ INSTALL NEW NO. 6 PULL BOX IN EXISTING CONDUIT RUN. ~ INSTALL CONDUIT IN EXISTING PULL BOX. UTILITY COMPANY NOTES © ADJUST EXISTING PULL BOX AND COVER TO GRADE BY COX. LEGEND 40 COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICAL! IW~ I I FULL DEPTH PAVEMENT SECTION CONCRETIE REPAIR OR NEW CONCRETE IMPROVEMENT ~ ~ LOOP DETECTORS (BIKE AND VEHICLE! (PROPOSED) (EXISTING) GRAPHIC SCALE o 40 120 SCALE: 1" = 40' C-8728-2 g' "' ~ N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-I= • < E t::: 3?-"0 CD 0 < "' :,: D w "' " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~N PLANS PREPARED BY: REVIEWED: STREET PLAN ifJ ~ ()stantec UNDER THE SUPERVISION OF: 38 lECHN0L0GY DRIVE, S1£ f.100 IR"1NE, CA 92618 (949) 923-Booo m (949) 923-6121 FAX {Jdw fil BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER :,; / !!i,; NEWPORT COAST DRIVE AND BALBOA rf !!i 5': BOULEVARD PAVEMENT REHABILITATION ~~ 1---N_E_W_P_O_R_T_C_O_A_S_T_D_R_IV_E_:_S_T_A_1_19_+_0_0_T_O_S_T_A~._1_3_6_+_8_0_.8_5 __ ~~~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ I I ,__ ______ --< 0' R.C.E. 63466 CHECKED: DA TIE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 10 05 22 PUBLIC WORKS DEPARTMENT SHEET 11 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l._ __ 1~0f0~5'll:_2~2L_::_·_.1___::::___:_::__J...::_::=:::___:_:..:::..:__:::____:__:::..:.:_::::.:::__:_::_ __________ _l.:..::_:...:..:_::_=:.i::_:..:.:_::::=:=======:...L---------------------_J__::_::::..:__'_'____::_~~J~~ CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. i.3-U . "';+--------+--------,-i=gX.~N 'b¥ i;:bQ-WblN:. w rn 0 COLD MILL EXISTING AC PAVEMENT 1" DEEP (RAISE FS ELEV. 1.5"l. © PROVIDE LONGITUDINAL TRANSITION PER DETAIL 2 ON SHEET 22. ® PROVIDE EDGE TAPER PER DETAIL 3 ON SHEET 22. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE "E"I AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE "H"I AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND INSTALL TRUNCATED DOME PAVERS AND CURB AND GUTTER ON EXISTING RAMP PER DETAIL 5 ON SHEET 22. @ CONSTRUCT 1.5" ARHM OVER 1" <MINIMUM) ARHM LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. 10 -'-~. o, o:i ? 0 c:,i ~. 0 .-..-...:. .-, . .,.... o:i .-O'l ..-m ,..... ..--,.... ..----.-..... ..-..-O'l ... 10 1-@ JOIN TO EXISTING AC PAVEMENT. ::tl.:O:!:i::: ():-1, ' . \ \ \ \ • \ \ \ \ \ -- "' u 0 \ \ 1- \ \ \ \ \ S 'LY FL0W8N-'.: ]- @ REMOVE EXISTING AND CONSTRUCT PCC PAVEMENT (MATCH EXISTING THICKNESS) PER CNB STD. DWG. NO. 109 AND DETAIL 1 ON SHEET 22. ASSUME EXISTING PCC PAVEMENT IS 8" THICK . @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLANJ. rn ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STD. DWGS. NOS. S-050A, S-055, AND S-055A SHOWN ON DETAIL 1 ON SHEET 23. m ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [fil RESET EXISTING CNB SURVEY MONUMENT. UTILITY COMPANY NOTES @ ADJUST EXISTING MANHOLE COVER TO GRADE BY AT&T. LEGEND COLD MILL AND OVERLAY (RAISE FS ELEVATION) COLD MILL AND OVERLAY (PAVEMENT TRANSITION) t------------+---------------l------------+---------------it-------------+------------t-------------+------------+-------------+------------+--------------1 SCALE: I™ IW~ 201----~ ---- 127 BALBOA BLVD 10+00 MEDINA WAY RECORD DRAWINGS 10+50 These Record Draw ings hove bee n prepared based on t he best ova il abl e in formotion . Whil e t his inform at ion is believed t o be re liable, City of Newport Be ach is not responsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. 11+00 11+50 12+00 12+50 BALBOA BOULEVARD 13+00 13+50 300 BALBOA BLVD 14+00 302 BALBOA BLVD 304 BALBOA BLVD 311 BALBOA BLVD HORIZ: 1''=20' VERT: 1"=2' 20 COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICALI CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT ~I ______ ~I FULL DEPTH PAVEMENT SECTION .. ' ' EXISTING UNDERLYING CONCRETE ,,,, ,,.,P::-::. ,,,, ; PAVEMENT GRAPHIC SCALE 0 20 SCALE: 1" = 20' 60 I C-8728-2 go .,, j N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z go D ·-SC • < E t::: 3?-"0 CD 0 < "' :,: D w "' " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~rN PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~! 38 lECHN0L0GY DRIVE, SlE f.100 ~RCfESS/~ fil !!/ ,; IR"1NE, CA 92618 #,~~-{ 'IL Wt[~~' jJ... . . , NEWPORT COAST DRIVE AND BALBOA cf (949) 923-sooo m fj '<' • nn ~S't:--~ !!i ii" (949)923-6121FAX ti 1/Yk"" ~i BOULEVARDPAVEMENTREHABILITATION !!;;;; No. 63466 BEN DAVIS RCE 82033 r,;; * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER f-------B_A_L_B_0_A_B_L_V_D_._: S_T_A_. _9 _+9_9_._0_S_T_0_S_T_A_._1~4_+_5_0 _____ --1 ~ ~ u'/' '.,;¼~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 <11; CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --r ~ ()s tantec UNDER THE SUPERVISION OF: E:" OF CALI~ / / t----------< i5 '- R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 12 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l._ __ 1~0f0~5'll:_2~2L_::_·_1__::::__:_::__J_::__::=:::__:_:..:::..:__:::___:__:::..:.:_::::.:::__:_::_ __________ _l.:..::__:_:__:_::_=:.i::_:..:.:_::::=:=======:.l_ _____________________ _1__::_::::..:__'-=._::_~~J~~ CONSTRUCTION NOTES f-----------+--------------1-----,,---+-:::~7"i'J+Y-FLO"':~;::: CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. 0 COLD MILL EXISTING AC PAVEMENT 1" DEEP (RAISE FS ELEV. 1.5"!. © PROVIDE LONGITUDINAL TRANSITION PER DETAIL 2 ON SHEET 22. ® PROVIDE EDGE TAPER PER DETAIL 3 ON SHEET 22. 10 10 X I I 9.-~-01~" I '-J- ( 0.-18%) ( Q.1-9%) ( 0.1-7'. : 0.3'1%, --(1.05%, - I 0.34%) 'Q.1-2'%' rn:r2%, ( 0:05%) F 0.24%J • r _I_ I -0 -·U) • 0. "-0 0 ·-"' ,c:i :~---'. -., -'F ·"" -· ...-r---0 ... -a> .. + / -0, -0, t;,--,--_-_-_-_-_-_-_-_~-eo~_-:~,:rc·"-;:__-_-_-_-_-_-_-_--o=o-;,.~_-_-_-_-_-_-_-_-_-ri~~-.-;:_~=====-=-=-=--=-,-~;;:u::-v,--_ -_ -_ -_ -_ -_ ~;u-.,-;:_v,-::_-::_-_-_-_-_-_-_-_-_---g--,: -~===-=--=--=--=---~,,.,;;::o~.~TJ:,::::====::-'•:c========:~".:;~-_.,_~:_::========~:t"-;;::::====J,o_~·' t;:"-;;::=====1tti=====J5 + J..~~ ":i ·,rn :· +"'' + -t--.::t-"T"-.;;t-+ -.. .. , ...:. c.o w co ...., .----rn .----m 10 1- ;!;NS. ··-•-· '-"-(D +I5"-T07l~ ,r, (D 0 Q _ 0 8 0 c:i LL ·u:l "' en .• "O') "' "-V) -o -<•i • ·ti:: Q -·"-ij "' 0 ' ~ .. + a> + ---a> -a, 0:, -a, ... 111 / ■ ..•. ■ --• -·-' ,v,o 8:-t ~-9'% -" "tl,63%= • \ \ • Q \ \ • \ \ . \ \ ·-\ \ -"'"' -+---------+-------'-\·-E-)<(-. FINI-: HE0-SHRF-Aer-':,:::-----+-----=' =-f-Pce_r1R-GJl2--.--t--JNl~l=I ,bJ--£bJR-~AGEc-A.:f--GR-Q-WN~lblt-"~":;:============t===============+==============~~==============t=~-=============t========:= A-t-eRO' Nl:IN::: f.RJif~t=a v 1 .' " 1=1Nb~£~+J;ffi;R-:'M~l;~1= -CJ-WN-' • - _.,. S ·I-~· l-1-•------9 .W. ~ ~ I"'= .,,,,,. ·00-(!;) I ~-~-~ / -\ \ ■ .. I . I 10 I - \ \ \ r\/ ('II\./ .... " ......... ' X ]- ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB sm. DWG. NO. 181 (CASE "'F") AND DETAIL SHO\'vl'J ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB sm. DWG. NO. 181 (CASE "H ") AND DETAIL SHOWN ON PLAN. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) ARHM LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLI. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANJ. [j] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STD. DWGS. NOS. S-050A, S-055, AND S-055A SHO\'vl'J ON DETAIL 1 ON SHEET 23. [Kl ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [ID RESET EXISTING CNB SURVEY MONUMENT. [QI REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX COVER_ UTILITY COMPANY NOTES ® ADJUST EXISTING MANHOLE COVER TO GRADE BY AT&T. LEGEND COLD MILL AND OVERLAY (RAISE FS ELEVA TIONJ COLD MILL AND OVERLAY (PAVEMENT TRANSITION) COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICAU t--------------------------<------------+-------------<t-------------+------------t-------------+------------t-------------+------------t--------------1 SCALE: I~~ W~I 15+00 15+50 310 BALBOA BLVD I 320 BALBOA BLVD 324 I BALBOA BLVD 0 IC) + C\I ~ T"" • I-<C ttl ~ :c UJ en z -UJ ..J UJ :c Cl) 0 ~ ~ 306 BALBOA BL VD \ 0 V) • [D 0:, z -u p 311 BALBOA BLVD EX. R/W \ RECORD DRAWINGS V) (/) C, • V) 0:, u 0 p \ V) V) [D • z co u p p \ ~ (D <D z -u I P p f--(D Fz V) u These Record Draw ings hove bee n prepared based on t he best ova il abl e in formotion . Whil e th is informat ion is believed t o be re liable, City of Newport Be ach is not re sponsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. 0 V) f-- • CD...JCD I,{) z I-z -u (/) u p p p \ 16+00 328 BALBOA BLVD 16+50 p C, [D V) z . u co 403 BALBOA BLVD 17+00 p ::,;; z ::,;; N 8 '5 407 BALBOA BLVD 17+50 409 BALBOA BLVD BALBOA BOULEVARD 18+00 411 BALBOA BLVD 413 BALBOA BLVD 18+50 415 BALBOA BLVD 0 0 ,,.,; 0:, + 0:, 417-419 BALBOA BLVD HORIZ: 1''=20' VERT: 1"=2' 20 CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT ~I _____ ~I FULL DEPTH PAVEMENT SECTION 0 EXISTING UNDERLYING CONCRETE PAVEMENT GRAPHIC SCALE 20 SCALE: 1'' = 20' 60 I C-8728-2 g' .,, j N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D -- SC • < E t::: 3?-"0 CD 0 < "' :,: D w "' " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~rN PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~! 38 lECHN0L0GY DRIVE, SlE f.100 ~RCfESS/~ fil !!/ ,; IR"1NE, CA 92618 #,~~-{ 'IL Wt[~~' jJ... . . , NEWPORT COAST DRIVE AND BALBOA cf (949) 923-sooo m fj '<' • nn ~S1t:--~ !!i ~ (949)923-6121FAX ti /JY)z•c ~i BOULEVARDPAVEMENTREHABILITATION i!:1l No. 63466 BEN DAVIS RCE 82033 r,;; * xp_ 09/30/24 * ASSOCIATE CIVIL ENGINEER f-------B_A_L_B_O_A_B_L_V_D_.:_S_T_A_._1_4_+_5_0_T_O_S_T_A_. _19~+_0_0 _____ --1 ~ ~ u'/' '.,;¼~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 <I?; CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --r ~ ()stantec UNDER THE SUPERVISION OF: E:" OF CAL\~ / / t----------< i5 '- R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 10 05 22 PUBLIC WORKS DEPARTMENT SHEET 13 OF 43 !!c ~ L __________________________________________________ _l_ _________________ L ________ _l_ ___ ~JW~W!l_ __ 1~Df0~5'll:_2~2L_::_·_.1__::::_:_::__J_::__::=:::_:_:..:::__:_:::__:__:::..:.:_::::.:::__:_::_ __________ _J_.:..::__:_:__:_::_=:.i::_:..:.:_::::=:=======:.l_ _____________________ _1__::_::::..:__'~_::_~~J~~ ( 0.2.1%' ":OB • • ... ,_._ I ±1..5.'.'...IO n" --• ~ [Il m _ [Il (.!) c:,· - 10 00 N ± o, en ~. ~-1_oci .-.a, 9 "' 0 0 8-0 0 0 • "Vl ."1"V1 ti) o · ti) ti) o · ti) ti) ti) ·_.;: ci" ·-0 "" .. -" ., ~ -+ 0 + + ~ + ... -... "' ... e N -"' ""' .. ai ~ --------... ·Gl .... , .. ...... -.. u .. . 0. ,-3"' o .. DJ.% ~ O._OA% 0.-□-Z% ' :0:2.l}o,~•,-------+----~~~-----+------' ' ' ' ' ' [Il [Il '"· m _ [Il c,· (.!) c5" 0 0 0 0 o · □-o · ti) (/) '"· (/) ti) (/) N o · ~ ~ -,--_,_ "' ~ +. c.J: .. .rn N ----: ~ . ·Gl C-.1 • .. ( t .. -• -, , __ J2% n.1.0% -:--=-. " (.!) 6 , 8---8-(/) 0 0 . ~ a · u:. "' D ± N -.- -Gi ... N ,t "' ----: "' "' N "'" ·oo .. -n.2-1-"' n,.1-8% U _I IL -.(f.) "- 0 ... "' ,_._ ■ ~ • CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. © PROVIDE LONGITUDINAL TRANSITION PER DETAIL 2 ON SHEET 22. @ REMOVE EXISTING IMPROVEMENTS AND INSTALL TRUNCATED DOME PAYERS AND CURB AND GUTTER ON EXISTING RAMP PER DETAIL 5 ON SHEET 22. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) ARHM LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. @ JOIN TO EXISTING AC PAVEMENT. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE . DISPOSITION NOTES ~ PROTECT IN PLACE !ITEM PER PLAN). [j] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STD. DWGS. NOS. S-050A, S-055, AND S-055A SHOWN ON DETAIL 1 ON SHEET 23. [fil ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. : ' .iEC JlSIT.SEfEo=::srJRD£C~fil--CliiO-WNON>-\\ ~· -t===========~t==============t===========i1Jfvfvf~A-=LCEI ]~.¾ISIIJSrG-UISJCI:SS OIHERNISE-SE!U.WISJ:i=,=====-=-=it..=-=-=-=-=-=-=-::'s:,c.. __ J:3f,...t:Xl=.J:F:iJiiNilllS~IHfi:E:liQ:::SS~l:J~R-FEiAITG~E:=======t===============t==============::t===============t==============1t. . .,.~-=======:j [fil RESET EXISTING CNB SURVEY MONUMENT. [j] SAWCUT AND REMOVE EXISTING SIDEWALK TO PROVIDE LARGER TREE WELL OF 4' LONG AND 3' ~DE. ROOT PRUNE EXIST TREE ADJACENT TO CONCRETE REPAIR AND INSTALL ''CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK . A+-GR-GW ~l::INE: . - 10 -"-' < 0:09%) I 0:09%, --( 0.27%) I Cf.49-.;L_( aO.Sl-%',----~\•-_-__ (_l:l_.3_5%_,,_,____'_G._26_-%_' ____ 'G _.J_9;._••---+---~'ff=.R ;},_ (0.06%) 1 0.04%) ' \ ' ' 10 '\ I. Q.1-1-%) ' GA-2%) I 0:24%) \ ' \ ' . --,_._ ■ r, 10 I F--------l 10 ]- ~ REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. LEGEND I~ I™ I I COLD MILL AND OVERLAY !MATCH EXISTING FS, TYPICAU COLD MILL AND OVERLAY (PAVEMENT TRANSITION) FULL DEPTl-1 PAVEMENT SECTION LOOP DETECTORS !BIKE AND VEHICLE) r--------------1r-----------+-----------+-----------+------------+------------+-------------+-------------+-------------+-------------+--------------< SCALE: ~~ 0 0 + C')~ ,.... I-<( w 1-w en :::c: w en z -w ...J w :::c: en o 1- <C :E I I 421 BALBOA BLVD 19+50 416-418 BALBOA BLVD 423 BALBOA BLVD RECORD DRAWINGS 20+00 These Record Drawi n g s hove b ee n prepared based on t he best ova il abl e in formotion . Whil e th is informa t ion is believed t o be re liable, City of Newport Be ach is not resp on sible for its accuracy, nor th e errors or omissions which m ay or m ay not hove been Incorporated into these plans. 20+50 21+00 21+50 22+00 BALBOA BOULEVARD 22+50 23+00 603 BALBOA BLVD 605 BALBOA BLVD 23+50 607 BALBOA BLVD p p I (.!) (.!) ' u N t/l u [Il -:z (/) u I 609 BALBOA BLVD HORIZ: 1''=20' VERT: 1"=2' 20 !PROPOSED) !EXISTING) 0 EXISTING UNDERLYING CONCRETE PAVEMENT GRAPHIC SCALE 20 SCALE: 1" = 20' 60 I C-8728-2 "' • " iii 0 5 N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ "-~ z g' D ·-SC • < E t::: 3?-"0 ID 0 < "' :,: D w "' " "' -------------------------~---------~-~---~------------------~---~--------~-----------------------------,~N PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~! 38 lECHN0L0GY DRIVE, SlE f.100 ~l',CfESS/~ fil !!/ ,; IR"1NE, CA 92618 #,~~'{ 'IL Wt[~~' fl . , , NEWPORT COAST DRIVE AND BALBOA cf (949) 923-6000 m fj '<' • nn ~sre;. ~ !!/ ii" (949)923-6121FAX ti /JYlz.•c ~i BOULEVARDPAVEMENTREHABILITATION !!:~ No. 63466 BEN DAVIS RCE 82033 r '-' * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER f-------B_A_L_B_0_A_B_L_V_D_.:_S_T_A_._1_9_+_0_0_T_0 _S_T_A_. 2_4~+_0_0 _____ ---1 ~ ~ u'_,. ,,:;,,~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 <I?; CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --~ ~ ()stantec UNDER THE SUPERVISION OF: "Orcp.,LI~ / / r--------< 15'- R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 10 05 22 PUBLIC WORKS DEPARTMENT SHEET 14 OF 43 !!c ~ L _______________________________________________ _l ________________ _J_ ________ _L __ __:J~W~WL_~10~0~5~2~2L:.:::__·1__::::..:_::___1_::..=.:::__:::_::::..:_:~..:::..:_=~----------_L~..:::..:_.::::___J~-=========:...L--------------------_l_..:::..:_::.:::____'_~.:.:_.::::-::~~~ CONSTRUCTION NOTES t------------11-------------+------------+-----------+-----------+---------,--t-r'L "" 'Lr-'---'"'.W" "·' r i...7\, 1, 1...1--r--CO 11,1... I x~ewl=tN-=1---------_, CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. 0 COLD MILL EXISTING AC PAVEMENT 1" DEEP (RAISE FS ELEV. 1.5"J. © PROVIDE LONGITUDINAL TRANSITION PER DETAIL 2 ON SHEET 22. ® PROVIDE EDGE TAPER PER DETAIL 3 ON SHEET 22. . .. -1-I c:,· -• 0 --O' o · 9 10 ,.-,-"' --/ - -• -N --' . 10 ! 0:05%,>----+-~, 0.33,,, , R·A:NSffll:I:, o~o :1:1..s" I , 0.26%, , CJ.28%) - 111 -c:> (/) ----9,if-----+-----------'c:>·f-----------t------------,"'"l------------+-------------9ei-----~-1t-----------1i----------,c:>;-;;:_t-------;------.=-t------i------------,-=1 1=je:=====~ =-----=-+-------,,□+-----,_□.,------e ·t-------,□~------+----------H_· .. 1------------1-----------~,--~-t---------+-----1::--'S,·1--------+-----=·1------+---------~1 - --: Vl .-•~"'~--~~ pn-1------1~-•-"'~----;~-Vl t-----~0 -co ~t--------+------e·r----~t-----~0~---e ... '-"· c:> z . 1-- -w- ,-;; T - <D 0 . .19% § •n "' u.. ~ -... -: ""' -. ~ = c;f • ~ ,:r>------~>+-f:2-------<0 · m . ~, .~ ~ N ~,.., e,_"'" -------<:;c..," . v, 0 ·-0 l"'")"(/)" (/) .U:, "" "' u.. 0 u.. - + + ~ ~N ~-O N LO_ ~--c:,.,i__ N °0) ___ O') LO ,o..m ~.CO "T"~ O'l =f-_Z,_ ··Q) N CO ~-.c:d, ____ ~N"j=CO>-----~N~OO------+------t--~t-=--------t----i"N·-Q- r---N <D. "' . "' I "' C1> «J' -ro "'-G · N 00 N~ "" C"I ' "' N CO "' + 00 N 00 --------+--==o'.:~.2=27,~• -------+------~"•,---=-:U )L-7.= ' 0.36% (f.fm ' ' ' ' 'a:aflR< P:-F!NlSH ED Sl:JRfAC-E----A' '--eR5WNtlNE iM1 'feH E-XIS'flN6 l:JNtESS e· HERWI-SE-SHE:lWN·, \ \ ' E-X. FINI-SHE0-SHRFAe~ A'f eReWNt tN:- -1-·x=~·1 Y I I 11\.11- r~e :--f!NISHED SURFAeE ;... ~ R0WNttNE ' I I --- ~ .. u.. ..,, 0 10 1- d, co 11_1_ I N <X) ' U) - . , 10 ]- @ REMOVE EXISTING IMPROVEMENTS AND INSTALL TRUNCATED DOME PAVERS AND CURB AND GUTTER ON EXISTING RAMP PER DETAIL 5 ON SHEET 22. @ CONSTRUCT 1.5" ARHM OVER 1" !MINIMUM) ARHM LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUffiR ITYPE A, 8" CF AND VARIES! PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 22. @ JOIN TD EXISTING AC PAVEMENT . @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). [j] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISTING OCSD SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER OCSD STD. DWGS. NOS. S-050A, S-055, AND S-055A SHOWN ON DETAIL 1 ON SHEET 23. m ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TD GRADE PER CNB STD. DWG. NO. 400. ~ REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. UTILITY COMPANY NOTES ® PROTECT IN PLACE (ITEM PER PLAN). LEGEND COLD MILL AND OVERLAY !MATCH EXISTING FS, TYPICALI COLD MILL AND OVERLAY !RAISE FS ELEVATION) COLD MILL AND OVERLAY !PAVEMENT TRANSITION) r-----------1t-------------+-----------+------------+------------+------------+------------+------------+------------+------------+-------------< SCALE: I~ I I ~~ • I-<C w 1-w en :I: w Cl) z w-w ..J cno 1- <C ::E 24+50 608 BALBOA BLVD ~~[Il ... z NU p 611-615 BALBOA BLVD RECORD DRAWINGS 25+00 These Record Drawin g s hove b ee n prepared b ased on t he best ovail abl e in formotion . Wh il e th is informa t ion is believed t o be relia ble, City of Newport Be ach is not re sp on sible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. 25+50 26+00 26+50 27+00 BALBOA BOULEVARD 27+50 28+00 801 BALBOA BLVD 28+50 HORIZ: 1''=20' VERT: 1"=2' 0 0 + 0) C\I co T"" • <CI-I-w en w w :I: Zen -w ..J w ocn 1- <C ::E 20 FULL DEPTH PAVEMENT SECTION LOOP DETECTORS (BIKE AND VEHICLE! !PROPOSED! (EXISTING) .. -~pc~, ...... ' EXISTING UNDERLYING CONCRETE _ .\ PAVEMENT GRAPHIC SCALE 0 20 SCALE: 1" = 20' 60 I C-8728-2 !i' ~ iii 5 N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 < "' :,: D w "' " "' ~----------------~-------~---------~-~---~------------------~---~--------~------------------------------,r-N PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~! 38 lECHN0L0GY DRIVE, S1£ #200 ~RCfESS/~ fil !!/ ,; IR"1NE, CA 92618 #,~~'{ 'IL Wt[~~' il.. . . , NEWPORT COAST DRIVE AND BALBOA cf (949) 923-6000 m fj '<' • nn ~sre;.. ~ !!/ ~ (949)923-6121FAX ti /JYlz.ac ~i BOULEVARDPAVEMENTREHABILITATION !!:~ No. 63466 BEN DAVIS RCE 82033 >--;; * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER t------B_A_L_B_O_A_B_L_V_D_.:_S_T_A_._2_4_+_0_0_T_O_S_T_A_. 2_9~+_0_0 _____ --1 ~ ~ u'/' ".,;¼~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 <I?; CIV\\. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --... ~ ()stantec UNDER THE SUPERVISION OF: E' OF CALI~ / / r---------< i5 '-- R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 15 OF 43 !!c ~ L _______________________________________________ _l ________________ _l ________ _L __ ___:J~W~WL_~10~0~5~2~2L~·1__::=:__1_::.=.:::..:::_::::..:__:~..:::..:_=~----------_L~_:.::..:.::::J~=:=======:...L--------------------_L..:::..:_:=.:...__'_~:_..::::-::~~~ CONSTRUCTION NOTES ,1DJ .., ,1DJ-f------=='-----------t-o -r.;-;:--,-----------------l--------u -1----+--,~--------+------------+-----------+------------+-----------+------------+-----------+--------------11------==---j >------------+-6 --ffhi~--0--------+_-------~~=+----+---<=>~>-----------+------------+-------------+------------+-------------+------------+--------------1------------------------< 0 COLD MILL EXISllNG AC PAVEMENT 1" DEEP <RAISE FS ELEV. 1.5"l. 0 COLD MILL EXISllNG AC PAVEMENT 1.5" DEEP (RAISE FS ELEV. 1 '1. © PROVIDE LONGITUDINAL TRANSlllON PER DETAIL 2 ON SHEET 22. ® PROVIDE EDGE TAPER PER DETAIL 3 ON SHEET 22. 0 -_@ -. WLL 0 ~ C'I.....J ..;f-;-:";,:-' r oco en --d " ............ 00 co.''"' oo "' t==========Jt.,.,gi,.,:.·b ?=?_f:, __ ~DJ r--<-ooco---"""Lr-)<•c-q-~; , ..... --r--. ce ~ 22 ____ ± _Q>_~ ::+., .rn. +-·ci:i·c.o o,::+.: -~-. l.(J -~ui-W LL .--f:6-~ ~----------+--/-----"',,ne"-a·-s,.__,_· ----i'rn r::,,:._= -· ____ ,o:i • • r::,.. ....,_-+--1-•,_!::::_~_C'!J __ ;-;;_;::~-----£! • / ..:.;..;;:;. N ··-~ N ··t5""t;-N ··..:.,;-~ C) • ....,: ,--~ + ~f"I') LO -r-,..- E========~•~r :::~@f:_[_=~-=-=_].:iifl:3=~~~1-~~1i~~ii~==f =='"~-, -~t:::~--~.,..=o· r--.r..'. =r-1"')-~ • < ·"J..3%l _ r O.l.2%' '. z.J2~ ( 0:2B , "" ·-· "' ·ts ts .1. I • "' f-----------1·u,-':I_ -t-i8- --U1 10 ---... u... • 0 ' TRANSl:rJQ" +15" TO +f' rn.5% ' ' - -, ' ' z 0 - V 'I V LI r 11\1 L I .... • ' • .... ......::. • ,_ I D:32%) ( ·"J.3%> , 0.25"%, r 0.2.1%1 r 0..49-%l ( 0:05%, ,. 0:22%! •• -, l"1 r-,. ,..._· 1-• I") -~ r-, ~ 4' "'<I-"T N . ,~ ·r-:-;: I"") r---I"') r--- • ... -10 1- ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE "E"I AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONS1RUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE "H"I AND DETAIL SHOWN ON PLAN. @ CONS1RUCT 1.5" ARHM OVER 1" (MINIMUM) ARHM LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUillR ITYPE A, 8" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 22. @ REMOVE EXISTING IMPROVEMENTS AND CONS1RUCT CROSS GUffiR PER CNB STD. DWG. NO. 185, DETAIL 1 ON SHEET 22, AND DETAIL SHOWN ON PLAN. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE. ,; ' i'R0P-:-FI I-SHE0-Sl:JRFAGE-Af GR0 Nl::INE \ \ '\ ~.26:r.-~ . o,;-" ~ 1----------~-+-------1\-R-AI-SE-~~1-:-¥-HNl::E-S-S-0fHER-WI-S -SH0WN-)l---='"=icFlmS~l~D=:~RD:CE:-A-l=cl~Js:J*RUN-"--------+------\,~--+--------~,---------+---------+-----------~--_____, IP:4.1£I ~-. , "=o~-s=om~:.wi:s h g-o.w~1--'-----f-----------\'~--+--------'-· DISPOSITION NOTES , ' AN-I SI I ED S-\:J-Rf-A-eE-A' ,,_, ; , ,t:I .. ; :::: ,.,_ - 10 z ---, 0 - ·- tt 10 I • [£) PROTECT IN PLACE (ITEM PER PLANJ. DJ REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISllNG OCSD SEWER MANHOLE RING, FRAME, AND COVER TD GRADE PER OCSD STD. DWGS. NOS. S-050A, S-055, AND S-055A SHOWN ON DETAIL 1 ON SHEET 23. @) RESET EXISTING CNB SURVEY MONUMENT. [ill REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX AND COVER TO GRADE. [fil ADJUST EXISllNG CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PRE CNB STD. DWG. NO. 400. ' .n .. 38%) ( 0:44-%~ ~l ~QNSTR~G-T ROSS G~TTrn ' ' • • ·,-,,, ' ( ,{I ' UTILITY COMPANY NOTES >------------+--------------1---+-------0,rn -Dl:TAlt-21 -oN-3Hl:1:T-2a<>-.-----+----+------------+-------------+---------,,~---+------------+-------------+------------+-------------i>---------< (D ADJUST ELECTRICAL VAULT OR MANHOLE COVER TO GRADE BY SCE. @ REMOVE EXISTING AND INSTALL NEW PULL BOX COVER BY CHARTER. ® ADJUST EXISllNG MANHOLE COVER TO GRADE BY AT&T. >-----------+----------+-----------+----------+-----------+----------+----------'~~0-X.,.~S-'l::1'-Fl::GWl::INE------+----------+-------------+----------+----------< 10 10 ]- e------------+--------------<------------+--------------<r------------+------------r------------+------------1-------------+------------1--------------1 SCALE: @ ADJUST EXISllNG PULL BOX AND COVER TO GRADE BY CHARTER. @ ADJUST EXISTING PULL BOX AND COVER TO GRADE BY AT&T. 29+50 30+00 I I -EX. R/W RECORD DRAWINGS These Record Draw ings hove been prepared based on t he best ova il able in formotion. Wh il e t his inform at ion is believed t o be re liable, City of Newport Beach is not re sponsible for its accuracy, nor th e errors or omission s which m ay or m ay not hove been Incorporated into these plans. 30+50 31+00 31+50 910 BALBOA BLVD 32+00 912 BALBOA BLVD 914 BALBOA BLVD 32+50 916 BALBOA BLVD 33+00 918 BALBOA BLVD 920 BALBOA BLVD 33+50 3 926 BALBOA BLVD 5' ...J OJ < 0 I :'l <C I OJ 00 N "' HORIZ: 1''=20' VERT: 1"=2' ® ADJUST EXISllNG PULL BOX AND COVER TO GRADE BY SCE. LEGEND 20 COLD MILL AND OVERLAY (RAISE FS ELEVA TIONJ COLD MILL AND OVERLAY (PAVEMENT TRANSITION) CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT LI ______ ...JI FULL DEPTH PAVEMENT SECTION 0 EXISTING UNDERLYING CONCRETE PAVEMENT GRAPHIC SCALE 20 SCALE: 1" = 20' 60 I "' • "' iii N 5 N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ BALBOA BOULEVARD o.~ z g' D ·-SC • < E t::: 3?- C-8728-2 "0 (D 0 < "' ;,: 0 w "' " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~rN PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~! 38 lECHNOLOGY DRIVE, S1£ f.100 ~RCfESS/~ fil !!/ ,; IR',1N[, CA 92618 #,~ 'IL Wtl}f'j;.,~' fl_. , NEWPORT COAST DRIVE AND BALBOA ~ ;:::( :~~=:~~~ :x 1 Tu,P~ac 9.>i\ ~ BOULEVARD PAVEMENT REHABILITATION 1; No. 63466 BEN DAVIS RCE 82033 r,;; * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER 1-------B_A_L_B_O_A_B_L_V_D_.:_S_T_A_._2_9_+_0_0_T_O_S_T_A_. 3_4~+_0_0 _____ --t ~ ~ u'/' ".,;¼~ DESIGNED: DRAWN: R 7024 S "'0 JEFFREY W. WILKERSON 10/05/22 "11; CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --r ~ ()s tantec UNDER THE SUPERVISION OF: E:' OF CALI~ / / e----------< i5 '- R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPllON OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 16 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l._ __ 1~DtD~5'll:_2~2L.::_·_1___::::__:_::__J...::_::=:::__:_:..:::..:....:::__:_:::..:.:::::.:::_:.::_ __________ _1.:..::_:...:..:.::_=:.i::.:..:.:::::=:=======:...L---------------------_J_.::_::::..:___'~.::_~~J~~ CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. ,10J ,10J-1-------=='----------+---------------1----------,-. .,,ONSTI ·1c,PARTIAL-cRoss-G1JTTfoO---+------------+-----------+------------+-----------+----------------------------+------------+----==----, 0 COLD MILL EXISTING AC PAVEMENT 1.5" DEEP (RAISE FS ELEV. 1 '1. © PROVIDE LONGITUDINAL TRANSITION PER DETAIL 2 ON SHEET 22. ® PROVIDE EDGE TAPER PER DETAIL 3 ON SHEET 22. 0 =· e -w u... e ---. + -"' ... N • <O <O • ... / ,_._ I -( O,JO%l • -- 10 I 11 --[Il u .. CY -D [Il o · fJ) ci-L.c ro -"' ~j «i"J -'-.. ... n_EJAILJ.9_Qt>LS~EEL26. 0:: D . ' --, "' ·co ... -ti:' 0 .w . -j_ri r "' r-----.. oci"o ' en -+ -,;, ' ~' ·"'l <O .,, ~~ .rd,-<J:i .,_ ,~ - ( 0.42%, -~ ~ ---=-+---------110 . .1.2%l,-+---•(OJ9%1 "WSl:rlO" +f",0-Cl"' i-;:;_z_ z ·-C LL. ro o, -~-... Ou.J ~! U::: 0 O'> _j_(,D OT4,,, 0:05%, ,0.29%l m.20%1 0 .. u... + . ' /\, l'I LI FLO·Wt::tN-;:: - ... 10 1- ·-•-■ @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB sm. DWG. NO. 181 (CASE "H "I AND DETAIL SHOWN ON PLAN. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM! ARHM LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEPTH AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. @) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CROSS GUTTER PER CNB STD. DWG. NO. 185, DETAIL 1 ON SHEET 22, AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PARTIAL CROSS GUTTER PER CNB STD. DWG. NO. 185 AND DETAIL SHO'M'J ON PLAN. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE. DISPOSITION NOTES / , +--o --,"."_Q. -_,<0·-----,.,-,"'. --;------"' = a r,,") ~ .:::;; u.. r---,, ·'-en "' <O [El PROTECT IN PLACE <ITEM PER PLANI. i":1e% --. --f. 'l':"'I'.%:: -. - 10 lt 2 • z .,_ .. _ 8 -<.!> ' 0 ·i:uu... =· G -o" :8.r? ro· -0 _1,0_;;; ,_ 'F en ro "' r----.... -a~ ~ -<O <O ~-SF m r--- = --"' ,,,. .a • ,,,_ . / ,. , --"' ,t "' (d),30%) ( 0.2-2%) -r .J.% --(f. ,-,, -' \ \ \ \ \ \ \ ' , ,NISHEH 5 R-F-AGE-A=F GE-N-tE-R-HN'.: '-M-AfGH E-XI &=!-ING HNl::E-S5 G=FHERWISc -SHGWN-' u... ... <O 0,6% \ \ u. 27o ' '.: X-:--FlNI SHE0 SHR-F-AG '.: ',-"f -GE-N=FER-1::IN'.: .. - . . - ■_._ I -0 · (.!) _J I 10 I [j] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [TI REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 503 . [fil RESET EXISTING CNB SURVEY MONUMENT. rn REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. MARK LID "SEWER" . [ill ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PRE CNB STD. DWG. NO. 400. UTILITY COMPANY NOTES ® PROTECT IN PLACE (ITEM PER PLANI. \ l-----------+-----------1-+--------+--;>_.:;DNS-RUe-T-eRDSS-fJU'f-TE,.R-------11------------t---------'=-E~~x-:--~t:-Y-ftelWl:INE----+-----------+----------------------+------------t--------1 (D REMOVE EXISTING AND INSTALL NEW VAULT COVER TO GRADE BY AT&T. @ REMOVE EXISTING AND INSTALL NEW PULL BOX COVER BY CHARTER. @ ADJUST EXISTING PULL BOX AND COVER TO GRADE BY CHARTER. 10 10 ]-@ ADJUST EXISTING PULL BOX AND COVER TO GRADE BY AT&T. @ ADJUST EXISTING PULL BOX AND COVER TO GRADE BY SCE. t------------+-------------<------------+-------------<t-------------+------------t-------------+------------+----------------------------+--------------r SCALE: LEGEND 0 0 + (0 ~ ,.... (') I-< w 1-WU, J: w "'z w-w ...J u,i§ I-< ::E 927 BALBOA BLVD 34+50 RECORD DRAWINGS 35+00 Thes e Record Drawin g s hove been prepar ed based on t he best ova il able in formotion . Wh il e th is informa t ion is believed t o be re liable, City of Newport Beach is not re sponsible for its accuracy, nor th e errors or omissions which m ay or may not hove been Incorporated int o these plans. 35+50 36+00 36+50 37+00 37+50 HORIZ: 1''=20' VERT: 1"=2' 20 ™I ~;:;r0 COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICALI COLD MILL AND OVERLAY <RAISE FS ELEVATIONJ COLD MILL AND OVERLAY <PAVEMENT TRANSITION! CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT LI ------~I FULL DEPTH PAVEMENT SECTION 0 EXISTING UNDERLYING CONCRETE PAVEMENT ,.~f \ GRAPHIC SCALE 20 60 I SCALE: 1" = 20' "' • " iii "' 5 N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ BALBOA BOULEVARD o.~ z g' D -- SC • < E t::: 3?- C-8728-2 "0 CD 0 < "' :,: D w "' " "' ~----------------~---------~---------~-~----~------------------~---~---------~--------------------------------,rN PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~! 38 lECHN0L0GY DRIVE, SlE f.100 ~RCfESS/~ fil !!/ ,; IR"1NE, CA 92618 #,~~'{ 'IL Wt[~~' fl . , , NEWPORT COAST DRIVE AND BALBOA cf (949) 923-6000 m fj '<' • nn ~s't;,. ~ !!/ ~ (949)923-6121FAX ti 1/Yk"" ~i BOULEVARDPAVEMENTREHABILITATION !!:~ No. 63466 BEN DAVIS RCE 82033 r.; * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER 1-------B_A_L_B_0_A_B_L_V_D_.:_S_T_A_._3_4_+_0_0_T_0 _S_T_A_. 3_8~+_0_0 _____ ---1 ~ ~ u'_,. '.,;¼~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 "I?; CIV\\.-o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --r ~ ()stantec UNDER THE SUPERVISION OF: E:" OF CALI~ / / t------------< i5 '- R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 10 05 22 PUBLIC WORKS DEPARTMENT SHEET 17 OF 43 !!c ~ L __________________________________________________ _l_ _________________ L ________ _l_ ___ ~JW~W!l._ __ 1~Df0~5'll:_2~2L_::_·_1__::::....:_::__J...::_::=:::....:_:..:::..:....:::__:__:::..:.:_::::.:::__:_::_ __________ _J_.:..::_:...:..:_::_=:.i::_:..:.:_::::=:=======:...L---------------------_J__::_::::..:__'_'.__::_~~J~~ extra concrete CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. f------------+---------------1-------------b"OI S+RUCT-i;>.AR-TIAla-CROSS-GU-T-Tgr.-□----1------------+---------------1------------+---------------1t-------------+------------t-------------------------< @) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB sm. DWG. NO. 181 (CASE "H"I AND DETAIL SHOWN ON PLAN. i ER [)EfAIH O 0N SHEE-T---2'7. • 10 -[D 0 '0111 " , =B:l8%= 0.17% 1:1"3% _ _ , :18% \ O. 70 \ \ \ \ \ \ \ \ \ ' -rrm:-,-p, FINT ~Ern=s□~~~.:CI A J:::C CICTTC ~u ~L ·- 10 -2,-7._,, % o.2%-KM-1-%l-<0,2-4 , \ U _I IL - ... L 10 J- 10 1- 10 I @ CONSTRUCT 1.5" ARHM OVER 1" <MINIMUM) ARHM LEVELING COURSE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT FULL DEPTH AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT SIDEWALK PER CNB SlD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUffiR !TYPE A, 8" CF AND VARIES! PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 22. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT DRIVEWAY PER CNB STD. DWG. NO. 162, DETAIL 1 ON SHEET 22, AND DETAIL SHOWN ON PLAN . @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CROSS GUffiR PER CNB STD. DWG. NO. 185, DETAIL 1 ON SHEET 22, AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTIRUCT PARTIAL CROSS GUTTER PER CNB STD. DWG. NO. 185 AND DETAIL SHOWN ON PLAN. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTIE #15 ON SHEET 2, IF APPLICABLE. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLANl. [§] [1] RESET EXISTING CNB SURVEY MONUMENT. REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. MARK LID "SEWER". [j]] REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX COVER. ITm ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PRE CNB STD. DWG. NO. 400. UTILITY COMPANY NOTES ® PROTECT IN PLACE (ITEM PER PLAN). f------------+---------------1-----+----b~QNSlRklG-T-GRGSS Gl:J+-TI;R:---+-------+------------+------'\------+-----------+------------+-----------+------------+-----------+---------, \ (D REMOVE EXISTING AND INSTALIL NEW VAULT COVER TO GRADE BY AT&T. Q) REMOVE EXISTING AND INSTALL NEW PULL BOX COVER BY CHARTER. (j) REMOVE EXISTING AND INSTALIL NEW PULL BOX COVER BY AT&T. ~rn-Dl:T-AI t-32-oN-.. H l"l:T---Ju. r---------t----------t----t--------t-----t----------t-----------t------''= E-X-. '.stY--fteJWl:tNE-----t---------+---------+----------+---------+---------1 LEGEND 10 10 ]- COLD MILIL AND OVERLAY (MATCH EXISTING FS, TYPICALI f------------+---------------1------------+---------------1t-------------+------------t-------------+------------t-------------+------------+--------------1 SCALE: I~ I I 0 0 + ,..._ CX) .... (Y) t-<C w .... ~ Cl) Cl) ~ w-w ..J cno .... ~ 38+50 39+00 RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ovail abl e in form otion . Wh il e th is in form at ion is believed t o be reliable, City of Newport Beach is not re sponsible for its accuracy, nor t he errors or om issions wh ich m ay or may not hove been Incorporat ed int o th ese plans. 39+50 40+00 40+50 41+00 BALBOA BOULEVARD 41+50 42+00 1120 BALBOA BLVD 42+50 1124 BALBOA BLVD ,~ [D I c3 ':l « [D <O N HORIZ: 1''=20' VERT: 1"=2' 20 FULL DEPTH PAVEMENT SECTION CONCRETIE REPAIR OR NEW CONCRETE IMPROVEMENT .. PCC ' EXISTING UNDERLYING CONCRETE ,,,, ,,,, ,,,~~ ,,,, ; PAVEMENT GRAPHIC SCALE 0 20 SCALE: 1" = 20' 60 I C-8728-2 "' • "' iii .... 5 N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ "-~ z g' D ·-SC • < E t::: 3?-"0 CD 0 < "' :,: D w "' " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~N PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~! 38 lECHN0L0GY DRIVE, SlE f.100 ~RCfESS/~ fil !!/ ,; IR'.1N[, CA 92618 #,~ 'IL Wtl}f'j;.,~' fl... , NEWPORT COAST DRIVE AND BALBOA ~ ;:::( :~~=:~~~ :x 1 Tu,P~ac 9.>i\ ~ BOULEVARD PAVEMENT REHABILITATION 1 ~ No. 63466 BEN DAVIS RCE 82033 r;.: * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER f-------B_A_L_B_0_A_B_L_V_D_.:_S_T_A_._3_8_+_0_0_T_0 _S_T_A_. 4_3~+_0_0 _____ ---1 ~ i u'/' '.,;¼~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 <I?; CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --~ ~ ()s tantec UNDER THE SUPERVISION OF: E:' OF CALI~ / / f-----------< i5 '- R.C.E. 63466 CHECKED: DA TIE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 18 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l._ __ 1~0f0~5'll:_2~2L_::_·_1__::::___:_::__J...::_::=:::___:_:..:::..:_:::__:__:::..:.:_::::.:::__:_::_ __________ _J_.:..::_:...:..:_::_=:.i::_:..:.:_::::=:=======:.l_ _____________________ _1__::_::::..:__'~_::_~~J~~ 10 • • ... ,_._ I -• • • ·- lt / .,_, / - [11, \ \ ,o.38%, \ \ \ f---------+------,=f'x-. ~t\ >--ftelWttN, 10 ' 0,06%' '0.1-9%' '0.21.%1 mliN:, n• IO-+.o.•• ".33% 0.06"' %= u l 0:-09%) ' O.._li%l '=D.22%) < 0.14%: \ <0,06%: \ \ \ \ \ \ \ \ (-0.5•50,., 2 " "' <-<> •.. 3.%~•--~'0 . .03%1~--+--' 0.1-4'.IP,------. '~Oa2&::!i U _I IL -. 10 1-- <.!) ... 0. -,_._ ■ 0 -te o· ·-.,.;· ci' 'LC. U) -+-0 * r-- r--CX) ·a, • . . ·rs ..._ 10 I ._/ 0,1-2%-) t 0:65%] : 0,04%1 (0.10%] \ \ \ \ \ ' PR S'I::¥ EBG -0F P-A-VEMEN-:-1-----+---------+----------11-----a " ,-AtsrB-¥ C. "; 10 ]- CONSTRUCTION NOTES 0 COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. © PROVIDE LONGITLDINAL TRANSITION PER DETAIL 2 ON SHEET 22. ® PROVIDE EDGE TAPER PER DETAIL 3 ON SHEET 22. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB SID. DWG. NO. 181 (CASE "F'1 AND DETAIL SHOWN ON PLAN. @) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB SID. DWG. NO. 181 (CASE 1-l"l AND DETAIL SHOWN ON PLAN. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) ARHM LEVELING COURSE. @) COLD MILL EXISTING AC PAVEMENT 2" DEEP (RAISE PAVEMENT 0.5"). @) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB SID. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PARTIAL CROSS GUTTER PER CNB SID. DWG. NO. 185 AND DETAIL SHOWN ON PLAN . @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE. DISPOSITION NOTES (El PROTECT IN PLACE (ITEM PER PLAN). [TI REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND COVER TO GRADE PER CNB SID. DWG. NO. 503. [fil RESET EXISTING CNB SURVEY MONUMENT. []] REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB SID. DWG. NO. 513. MARK LID "SEWER". lj] ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PRE CNB STD. DWG. NO. 400. UTILITY COMPANY NOTES (D ADJUST ELECTRICAL VAULT OR MANHOLE COVER TO GRADE BY SCE . (D REMOVE EXISTING AND INSTALL NEW VAULT COVER TO GRADE BY AT&T. @ REMOVE EXISTING AND INSTALL NEW PULL BOX COVER BY CHARTER. @ ADJUST EXISTING PULL BOX AND COVER TO GRADE BY CHARTER. @ ADJUST EXISTING GAS METER BOX AND COVER TO GRADE BY SCG. LEGEND COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICAU t------------+-------------<------------+-------------<t-------------+------------t-------------+------------1-------------+------------1-------------1 SCALE: //¾'%/ ¾' / COLD MILL AND OVERLAY 1126 I BALBOA BLVD 1129-1131 BALBOA BLVD I 43+50 RECORD DRAWINGS 44+00 These Record Draw ings hove bee n prepared based on t he best ova il abl e in formotion . Whil e th is informat ion is believed t o be re liable, City of Newport Be ach is not responsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. 44+50 D STREET 45+00 45+50 46+00 46+50 47+00 47+50 HORIZ: 1''=20' VERT: 1"=2' / /: / / / (RAISE FS ELEVATION) / , / // COLD MILL AND OVERLAY (PAVEMENT TIRANSITIONl CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT : •••• '\:~cc~'\ . EXISTING UNDERLYING CONCRETE -, PAVEMENT ::: .............. : 1202 BALBOA BLVD 1204 BALBOA BLVD 1206 BALBOA BLVD 1208 BALBOA BLVD 1210 BALBOA BLVD 1212 BALBOA BLVD 1214 BALBOA BLVD 1216 BALBOA BLVD 1218 BALBOA BLVD 1220 BALBOA BLVD 1201 BALBOA BLVD 1205-1207 BALBOA BLVD 1209 BALBOA BLVID BALBOA BOULEVARD 1211 BALBOA BLVD 1213 BALBOA BLVD 1215 BALBOA BLVD 1217 BALBOA BL \/ID f--1 F ~ If) (_) I P 3c 0.. • CD oz _u p 1221 BALBOA BLVD P I 3 1223 I BALBOA BLVD \. ~ GRAPHIC SCALE 20 0 20 SCALE: 1" = 20' 60 I C-8728-2 "' • "' iii "' 5 N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D .. " . < E t::: 3?-"0 (Il 0 < "' :,: D w "' " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~rN PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~! 38 lECHN0L0GY DRIVE, SlE f.100 ~RCfESS/~ fil !!/ ,; IR"1NE, CA 92618 #,~~-{ 'IL Wt[~~' fl . . , NEWPORT COAST DRIVE AND BALBOA cf (949) 923-6000 m fj '<' • nn ~sre;. ~ !!/ ~ (949)923-6121FAX ti /JYlz.ac ~i BOULEVARDPAVEMENTREHABILITATION !!:~ No. 63466 BEN DAVIS RCE 82033 r,;; * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER f-------B_A_L_B_0_A_B_L_V_D_.:_S_T_A_._4_3_+_0_0_T_0 _S_T_A_. 4_8~+_0_0 _____ --1 ~ i u'/' '.,;¼~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 <I?; CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --r ~ ()stantec UNDER THE SUPERVISION OF: E:' OF CALI~ / / t----------< i5 '- R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 19 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l._ __ 1~DtD~5'll:_2~2L.::_·_1__::::....:_::__J...::_::=:::....:_:..:::_:_:::__:_:::..:.:_::::.:::_:.::_ __________ _J_.:..::_:...:..:.::_=:.i::.:..:.:.::::=:=======:...L---------------------_J_.::_::::..:__'~.::_~~J~~ extra 20' of C&G CONSTRUCTION NOTES ® PRO\t1DE EDGE TAPER PER DETAIL 3 ON SHEET 22. f---------------<>---------<>'.;QNSTRUG-T GRQSS-GU-TTeR:--------+-------------+--------------+----------------<------------>------------+----------------------------+--------------+------------< @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER , l"R □!:TAic. 3---()N oHl:l:T 3u. L 10 J- -... 111 CNB STD. DWG. NO. 181 (CASE "H ") AND DETAIL SHOWN ON PLAN. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) ARHM LEVELING COURSE. @ COLD MILL EXISTING AC PAVEMENT 2" DEEP IRAISE PAVEMENT 0.5'1. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB SID. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CROSS GUffiR PER CNB STD. DWG. NO. 185, DETAIL 1 ON SHEET 22, AND DETAIL SHOWN ON PLAN. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE . f------------,:.,_ul-lc1--'--t-------------+-------------+----------------,f-------------+------------+-------------+-------------+------------------IW t-----------+--------------t------------1 DISPOSITION NOTES • T - >------------+----------:t'5 0 10 1- O _ V} • u, 0 --3 -··G:,_ OO -;:_ ~ ·f:2 c_:i· ~ ■ ••• ■ c ~-d~ •. •• O ~-:: LO---~-c-----•~e-1·-t-____ ____;:oj:.·II-.Nei------------+""'--«"'1-------+•·• ·_v,.,_,·------+-1-;:;"';-----------,~-~-_(/J.~----------+-------------+-----------, ~====j,nt l~,,.;s---. ----5:?-..---00;.....-----.,-,,;,--oo;------tn,...-·--:: :._'; ..---_ --~o.il---......... 1.F.1-·DS--+-1.r------------+---------------t------------1 ,n.. ... - [fl PROTECT IN PLACE (ITEM PER PLANl. [fil [DJ RESET EXISTING CNB SURVEY MONUMENT. SAWCUT AND REMOVE EXISTING SIDEWALK TO PROVIDE LARGER TREE WELL OF 4' LONG AND 3' WIDE. ROOT PRUNE EXIST TREE ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. [fil ADJUST EXISTING CNB SEWIER MANHOLE RING, FRAME, AND COVER TO GRADE PRE CNB SID. DWG. NO. 400. e----------.-+---------t---------............... \:-'R 1P. FINl5HE0 S-HRFAGE---A r GEN-fERl::IN1--::::---+----------"'-~X-,----r;:JNl~l=l~Q ~ldR.r;:AG!:: UTILITY COMPANY NOTES " " I-S-E--8-¥---&.¥--\::J-l:ESS--Bfl-ER-W~S-E S-H&W~, '"'r~1 , 11 1N1_r ' .......... ' , .... AT (D ADJUST ELECTRICAL VAULT OR MANHOLE COVER TO GRADE BY SCE. (D REMOVE EXISTING AND INSTALL NEW VAULT COVER TO GRADE BY AT&T. @ REMOVE EXISTING AND INSTALL NEW PULL BOX COVER BY CHARTER. -- 10 lt z • <0.23%) l1 15%l ,QJJB·, <0.0'1%J -, <0:02%, \ \ \ \ \ \ \ \ , (0:29%, \ \ \ \ \ , 0:01-~ '.O.a9"" IQ,Q9%J 1Q .. OA%l I Q._1.2%) -- /. Q:J,9%} I 'I I - 10 I t-ll: " I i t-_, ,_G.E=O:r:::e.10ZE.ME-'~r------------+------------+-------------+-------------+-----------< LEGEND I™ ;f%%½ COLD MILL AND OVERLAY (PAVEMENT TRANSITION) COLD MILL AND OVERLAY (RAISE FS ELEVATION) \ t =============t==============::t===============t===============t==============t====~~-s--s·•1-v--Eo·G -,o·E-E)-A·\·/E,-A·E~I 1 l.l __ L J_L _ . _. J __ r::._t'!i__V_LIY.l.Ll~-~----+-------------+--------------+-------------+---------------t------------1 1---------------1 1-----------------1------------t------------+------------+------1.-1·~-p,-1:5 i=--!"lY--Fl-1,_,,r---,--------+-----------+------------......._---------1-----------------11------------1 CONCRETIE REPAIR OR NEW CONCRETE IMPROVEMENT 10 10 ]- f---------------<>------------+--------------+--------------+--------------+--------------+-----------------<------------+------------+-------------+---------------1 SCALE: EXISTING UNDERLYING CONCRETIE PAVEMENT 0 0 + 0) <X) ,... v I-<( w 1-w en J: w en z w-w ..J eno I-< ::E 1222 BALBOA BLVD 48+50 E STREET II Is· 1 1 J, I 1300 ALBOA BLVD RECORD DRAWINGS 49+00 1302 BALBOA BLVD These Record Draw ings hove bee n prepared based on t he best ovail abl e in form otion . Wh il e th is inform at ion is believed t o be reliable, City of Newport Beach is not re sponsible for its accuracy, nor t he errors or om issions wh ich m ay or may not hove been Incorporat ed int o th ese plans. 49+50 1304 BALBOA BL 'vD 50+00 1306 BALBOA BLVD 50+50 1310 BALBOA BLVD 51+00 1314 BALBOA BL 'vD 1316 BALBOA BLVD 51+50 1318 BALBOA BLVD 1320 BALBOA BLVD HORIZ: 1''=20' VERT: 1"=2' 20 \. ~ GRAPHIC SCALE o 20 SCALE: 1" = 20' 60 I "' • " iii "' 5 N ~ gi .., '.!!- ~ t; ~, w~ , . D • "£ BALBOA BOULEVARD o.~ z g' D ·-SC • < E t::: 3?- C-8728-2 "0 ID 0 < "' ,: D w.., " "' ~-----------------~---------~----------~-~----~--------------------~---~----------~------------------------------~rN PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~! 38 lECHN0L0GY DRIVE, SlE f.100 ~RCfESS/~ fil !!/ ,; IR"1NE, CA 92618 #,~~-{ 'IL Wt[~~' il.. . . , NEWPORT COAST DRIVE AND BALBOA cf (949) 923-6000 m fj '<' • nn ~sre;. ~ !!/ ~ (949)923-6121FAX ti /JYlz.ac ~i BOULEVARDPAVEMENTREHABILITATION i!:l!J No. 63466 BEN DAVIS RCE 82033 r ~ * xp. 09/30/24 * ASSOCIATE Clv1L ENGINEER r-_____ B __ A __ L __ B __ O_A __ B __ L __ V_D __ .: __ S __ T __ A __ . __ 4 __ 8 __ + __ 0 __ 0 __ T_O __ S __ T __ A_. 5 __ 2~+ __ 0 __ 0 _____ -------1 ~ r.: u'_,. ,,:;,,~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 <11; CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH --r ~ ()stantec UNDER THE SUPERVISION OF: E:' OF CALI~ / / ,__ ______ _____, i5 '- R.C.E. 63466 CHECKED: DA TIE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 20 OF 43 !!c ~ L __________________________________________________ _l_ _________________ L ________ _l_ ___ ~JW~W!l._ __ 1~Df0~5'll:_2~2L..:::_·_L_::::_:_::__J...::_::=:::_:_:..:::..:....:::___:_:::..:.:_::::.:::_:_::__ __________ _J_.:..::_:...:..:_::_=:.i::_:..:.:_::::=:=======:.l_ _____________________ _J__::__::::..:_~~_::__~~J~~ Extra Asphalt about 1800 +/- sf Extra Asphalt approx 5100 +/- sf Asphalt extended to street end ~EILD.EIAIL .2L OJLSJ:I.EEL2.8 f-------------0----'8 -.;~ Ci o P._rf g , _J ~::::::::::::::::::::::Jt:~ ·+'"'x;-=_0,0,__ _ __;,:/3 --~_---~cf ' ~--~·--·--~-2:?~) L(Y a~-f------------.. ~ •--·•--=r-,.,._,,,_ ___ +··0':l·I"--, r-----------t--/,1-----inN·I -~-:.: S}-r--'.-r-. a:, -a ?. o 'C!) _J c., _J o o •,. :G. 2J%' 0.-1~: : G,05%l {0.28%WJ .. 3. ___o.2% -1-.2-%--=7 , ~ .l. • -•• B%J ( Q.-1-8-% • (),28%) ( (f.2'2,., I •ll 1J6"' , n < ""'' , r-----------1.--t--------------1------------+--------------ll-------------+------'--"-------'--"'-=='"--i----"=i.! .• -'-"'---==v_.,_,,-.,,___,_ _ _.,_Qc2-<J%)i----<("-fl:i·9,a'lli;,l----+-----------+------------+------------1--------1 r---------.. 17.rt -----------t-------------+-----------t-------------+-----------+-------------+------...:.._::::.:..::=._ __ +------------+-----------+------------+------~ ,.,. • IRAN" r----------;;;.;;--11------------+------+--l -+O:-fi.!!..._T0-•ll':'"'-t------------1------------+-----------t------------+-----------+------------+-----------+------------+-------I 10 10 . • -10 7- • --u A T CROWN' ;~[ (M-A I \JI; '¾ts-T!-N-&--l::JN!±S-S OTI l[lfW-5-E-St+O-W~ uJ "'□-~□-·=,,,~---~,+----~ • -~ -G:;.-U'>----<"":>.l"'"'c.,.....--......;-.;t-~ !-'J o ~ e -~ ... --' 0 LL. If) LL... .-: LL O) 11 N __ LL. ._ LLJ LL. 0.., -~-;: o··C'l c-:.r a, LO -r--. -oo ro o ..... o ·t0.K)_+-·t0·1'.!:l•----=,c 12.r-----'-.-_c:::,J_,~-+--r--. ' *-; -n -R ~ ·-N·N ·"'-c-"-----;,s11-------------+------------1-------------+------------l-------------+------------I---------I _. ":_CJ ~,------<e.,.,+_"'!,_.c.p,?----<-,.;,-J f;._!:.': (> N _. r--,. -.. ~ -. w LL... O .(.!)•-~ ·----c~,7..-,----+-------------t-----------+------------t-----------+-----------I--------I Lt1 -00 LO ._, ro t.n ~ ~ f;.! ro o:;j Lt1 -00 ...-:i !=_Q_mg:i, _ _,; _ _,J:O "" ..., ,-..., - -• w L.... ,... c., _J __. --, .... ; .. ~ + e,. -.. ~ --a_ .~.ic;,__ ___ ,n ~ ll: • 10 l <0:02%) \ , Oc24%l ~ ,Oc40%l--l0,647o -....., a:, a:, ~-<,q a:, ~ {g-~,-----+---<,"•QNETRlJG-l--GRGSS-GlJ-HleR~-1-------------+------------1-------------+------------I---------I r:=======~-~=t::====:'3,~====='t===========:j==========l-:.4:7%.j·=='=-=:,:~-2~9%>!!·"~--",f='='~=-7::--=_=:::=::.~1,._" __ ·="-;:,~~~~~~~:1,d-r·-=ts"'-~·ts~·-=--=--=--=--=-i :c:_-::_t-::..-'-~_-=1:_fl-:::_-o~·=-1:_,"--_A=1_t'::_2=_9'::_--=(l_·N-:.:.._..c_s'-'H_·=1:_1::..:-_T--:::_2=·::•·"-.~-:_-=-~tl:=_~-::_-=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=-4:-::..-=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~tl:=_~-::_-=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=-4:-::..-=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--=-~t1:=_~-::_-=-~-=--=-~-=--=-~-=--=-~-=--=-~-=--::....i~ f-~ \ , , '1 ,0,'%) - ' ' ' ,-0:H%)t----f('='-0.20,.,.,,,---t------------+------------t------------+-----------+-------------!-------a ' ' ' ' r ~•a ::::rrrc;·r:::or >-' lii:1:E 1" I ' t=================t============'~,======t==================+===================+==========='~....JtX. 3"'1-'r -ftO.:WJjJsl_,r------t-----------+---------t-----------+---------+----------+-------1 ' t:=:=:=:=:=:=:=t=:=:=:=:=~:~-s_: =.tll1GE Of 13.1t~!EMEISJ,_-,1_4"~,--t_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-++----_-_-_-_-_-_-_-_-_-_-_-_-_-_:j-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-l_t-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_+1----_-_-_-_-_-_-_-_-_-_-_-_-_-_j-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-l+---_-_-_-_-_-_-_-_-_-_-_-_-_-_...J...e----_-_-_-_-_-_-_-_-_-_-_-_-_-j-_-_-_-_-_-_-_-_-1_j 1-----------1--------,,·:~ts. ~Y o-"'-"r-,------+---------+-----------+---------+----------1---------+---------1---------+---------1-----__j 10 10 l- ~::::::::::::::::::=1:::::::::::::::::::::+::::::::::::::::::::::j::::::::::::::::::::::t:::::::::::::::::::::t:::::::::::::::::::::t=::::::::::::::::::::jt=::::::::::::::::::::j:::::::::::::::::::::j:::::::::::::::::::::±:::::::::::::::::::::j SCALE: HORIZ: 1''=20' 0 0 + 0 C\I C\I lC) I-<( w 1-w en J: w en z -w ...J w J: eno 1- <C ::E .. 1322 BALBOA BLVD 5 "' 52+50 1324 BALBOA BLVD t-ID "" z "' u p • ID oz _u p "' "' • u .... (/) p 53+06.16 BCR DET 27 18 10 SHT 28 "' u uJ 53+50 54+00 54+50 55+00 55+50 56+00 BALBOA BOULEVARD G STREET -----~ I I I I I I I I VERT: 1"=2' CONSTRUCTION NOTES CD COLD MILL EXISTING AC PAVEMENT 2.5" DEEP. © PROVIDE LONGITUDINAL TRANSITION PER DETAIL 2 ON SHEET 22. ® PROVIDE EDGE TAPER PER DETAIL 3 ON SHEET 22. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. OWG. NO. 181 (CASE "F") AND DETAIL SHO\'vl'J ON PLAN. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. OWG. NO. 181 (CASE "B'l AND DETAIL SHO\'vl'J ON PLAN. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181 (CASE "G") AND DETAIL SHO\'vl'J ON PLAN. @) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. OWG. NO. 181 !CASE "H ") AND DETAIL SHOWN ON PLAN. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) ARHM LEVELING COURSE. @ COLD MILL EXISTING AC PAVEMENT 2" DEEP (RAISE PAVEMENT 0.5'1. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT FULL DEP1H AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 22. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTlER ITYPE A, 8" CF AND VARIES! PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 22 . @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CROSS GUTTER PER CNB STD. DWG. NO. 185, DETAIL 1 ON SHEET 22, AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB (TYPE 8, 6" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 22 . @ JOIN TO EXISTING AC PAVEMENT. @ JOIN TO EXISTING PCC PAVEMENT. SEE NOTE #15 ON SHEET 2, IF APPLICABLE. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANl. [j] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. IT] REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 503. [fil RESET EXISTING CNB SURVEY MONUMENT. [i] SAWCUT AND REMOVE EXISTING SIDEWALK TO PROVIDE LARGER TREE WELL OF 4' LONG AND 3' \\1DE. ROOT PRUNE EXIST TREE ADJACENT TO CONCRETE REPAIR AND INSTALL "CENTURY" ROOT BARRIER CP182 OR APPROVED EQUAL. NOTIFY CITY ARBORIST PRIOR TO WORK. [ill ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PRE CNB STD. DWG. NO. 400. ~ RELOCATE EXISTING STREET LIGHT. LEGEND 20 I~ COLD MILL AND OVERLAY (MATCH EXISTING FS, TYPICAU COLD MILL AND OVERLAY <RAISE FS ELEVATION) COLD MILL AND OVERLAY (PAVEMENT TRANSITION) CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT ~I _____ ~I FULL DEPTl-1 PAVEMENT SECTION "\'.:" ...... ' EXISTING UNDERLYING CONCRETE ........ p=~~ .... ; PAVEMENT \. ~ GRAPHIC SCALE 0 20 60 I SCALE: 1" = 20' "' • " iii ,._ 5 N ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"'0 CD 0 C <"' -8728-2 Gi ;i ~;;;;c-==~~-------------,---------,----------,---,----,---------------------,---..,-,::-::,-:=::::--------,------------------------------l°'W PLANS PREPARED BY: REVIEWED: STREET PLAN AND PROFILE ~ ~ RECORD DRAWINGS These Recc,rd Dra wings have been prepared based on th e best. ovoiloble intorm otion. While this ·n forma tion is believed lo be reliab le, Ci t y of Ne1.,port Beach is 'lOl responsible for its accuracy, nor the errors er omissions which may c•r may not hove been Incorporated into th8se plans 38 lECHN0L0GY DRIVE, SlE f.100 ~RCiFESS1~ Cl ~ ~ (94~;~:~-~~0~2: ~~~Pill'%~ fl.• (}__,,4.:.... NEWPORT COAST DRIVE AND BALBOA ~ a'. (949)923-6121FAX ti /!\)1 "" ~i ~ BOULEVARDPAVEMENTREHABILITATION !!;,;; No. 63466 BEN DAVIS RCE 82033 •• * xp. 09/30/24 * ASSOCIATE CIVIL ENGINEER I-_____ B_A_L_B_O_A_B_L_V_D_._:_S_T_A_._5_2_+_0_0_T_O_S_T_A_._5_5_+04_3_.5_4 _____ -.j ~ ~ u'-" '.,;¼~ DESIGNED: DRAWN: u 0 JEFFREY W. WILKERSON 10/05/22 "'?-0 CIV\\.. o~~ DML/VP CAC/AEC CITY OF NEWPORT BEACH R-7024-S ,... N ()stantec UNDER THE SUPERVISION OF: OF CALI~ / / 1---------, i5 ~ L_ _____________________________________________ _J_R_.c_.E_._6_34_6_6 ____________ L_ _______ _J_c_H_Ec_K_ED_,~J~WW!!.l_D_A_TE~:1~0/~0~5/~2~2L_N~O.~-=D~AT~E_..LD=ES=C~Rl~PTI=O=N=O=F=R=E=Vl=Sl=ON=s __________ LA~PP=R=OV=E=DLD~A=TE~===10=0=5==2=2==-l ____ ~P~U~B~L~l~C_W:...:....::O~R~K~S=--=D~E~P~A~R~T~M=E~N~T ___ _J_~S~HE=E~T~2~1_o:F_::::4~3~ti O" OR 3/8" PER NOTE 5 ON SHEET 2 NEW CONCRETE IMPROVEMENT 2' UNLESS OTHERWISE SHOWN NOTES PROP. FINISH SURFACE !MATCH EXIST. OR RAISE PER PLAN) z 0 F (f) TRANSITION LENGTH PER PLAN z 0 t-(f) z <( PROP. FINISH SURFACE !RAISE PER PLAN) LEGEND OVER EXISTING COMPACTED BASE MATERIAL OR SUBGRADE. !SEE NOTE 3) t-:::, ~ <( (f) / / / / / AC w z ::J EXISTING SURFACE t-:::, u 3" w <( z (f) ::J EXCAVATE TO LEVEL BOTTOM OF NEW CONCRETE IMPROVEMENT, COMPACT EXISTING BASE OR SUBGRADE !95% RELATIVE COMPACTION), AND REPLACE WITH FULL DEPTH ASPHALT CONCRETE. IF EXISTING AC PAVEMENT THICKNESS EXTENDS BELOW THE BOTTOM OF THE CONCRETE IMPROVEMENT, THEN THE FULL THICKNESS OF THE EXISTING AC PAVEMENT SHALL BE REMOVED AND REPLACED WITH FULL DEPTH AC PAVEMENT TO 1" BELOW BOTTOM OF EXISTING AC PAVEMENT. NEW CONCRETE IMPROVEMENTS DIMENSIONS PER PLAN t- EXISTING SURFACE\ :::, ~ <( (f) / / / / / / / / w / z ::J / / / -PROPOSED FINISHED SURFACE LING COURSES AND LEVE / / AC .... -:-----..----...---... ---... ---.;. ---.;: ""'....._... ......_. ""'~-,;:-...----..----~ -" EXCAVATE TO 1" BELOW BOTTOM OF EXISTING PAVEMENT, COMPACT EXISTING BASE OR SUBGRADE !95% RELATIVE COMPACTION), AND REPLACE WITH FULL DEPTH ASPHALT CONCRETE TO EXISTING SURFACE. SEE PLAN l!EW FOR APPROXIMATE PROPOSED AC THICKNESS BASED ON AVAILABLE AS-BUILT PLANS AND GEOTECHNICAL DATA 1. REMOVE AND REPLACE ALL EXISTING AC PAVEMENT. THIS INCLUDES ALL PAVEMENT ABOVE UNDERGROUND CONCRETE PAVEMENT ON BALBOA BLVD. 2. EXISTING BASE MATERIAL ENCOUNTERED AT THE BOTTOM OF THE NEW CONCRETE IMPROVEMENT OR ASPHALT PAVEMENT SHALL BE LEFT IN PLACE AND RECOMPACTED !95% RELATIVE COMPACTION) PRIOR TO CONSTRUCTION OF NEW IMPROVEMENTS. 3. CONSTRUCT TOP LIFT!S) CONCURRENTLY WITH ADJACENT SURFACE AND LEVELING COURSES. 4. EXTEND TOP OF PAVEMENT REPAIR TO EXISTING SURFACE. t-:::, u 3" w <( z (f) ::J DIMENSIONS PER PLAN EXISTING SURFACE\ t-:::, u 3" w <( z (f) ::J -PROPOSED FINISHED SURFACE / AND LEVELING COURSES EXCAVATE TO TOP OF EXISTING CONCRETE PAVEMENT AND REPLACE WITH FULL DEPTH ASPHALT CONCRETE TO EXISTING SURFACE. SEE PLAN ~EW FOR EXISTING APPROXIMATE PROPOSED AC THICKNESS BASED ON AVAILABLE GEOTECHNICAL DATA. l_ z :5 :::J Cl. "' "' w □ Cl. _J 0 :r: u t-a. w □ UNIFORM TIHICKNESS COLD MILL DEPTH ~ g: z C) w <Il EXISTING SURFACE VARIABLE THICKNESS COLD MILL DEPTH UNIFORM 1.5" ARHM OVER 1" !MINIMUM! ARHM LEVELING COURSE LONGITUDINAL TRANSITION DETAIL PROP. FINISH SURFACE !RAISE PER PLAN) EXISTING SURFACE l_ SCALE: NTS i'= Cl. "'w w □ Cl. _J z <( _J <( t-"' _J z Cl. -□ C) _J "' wow <Il u Cl. WIDTH PER PLAN -------------z g: □ z w UNIFORM TIHICKNESS COLD MILL DEPTIH __ _J_ z <( _J :::J Cl. ~ 8S □ Cl. _J 0 :r: u t- 8:; □ f'.22Z2] ARHM SURFACE COURSE ~ AC LIEVELING COURSE FULL DEPTH AC PAVEMENT I.,'. I CONCRETE IMPROVEMENT RECORD DRAWINGS These Record Drawin gs have been prepared based on t he best o·-,a ilable Inform ation. Wh ile this in lorr nolion is believed Lo be relioble, Cily of Newport Beach is nol res ponsibl e for it s accuracy, nor the errors or omissions wh ich m ay or may not hove been lncorporat-ed into these plans. rc:-,------ 1 '. I •• I I FULL DEPTH PAVEMENT REPAIR :5 :::J Cl. FULL DEPTH PAVEMENT REPAIR ABOVE CONCRETE -.-..,.. ·--.J. • • I EXISTING UNDERLYING PCC 1 • •. • .... • • ; •• •· ~ ________ !PER PLANl , •• •• •• • .... I CURB AND GUTTER WITH PAVEMENT REPAIR -------------- TRANSITION GUTTER PAN SLOPE FROM STANDARD SLOPE (8.3%) TO 5% MAX PAVEMENT REPAIR DETAIL 0 --------< 1 SCALE: NTS 1!L --iw:x 0 0 0 0 c 0000 0000 X v, <( le! "' 0 ~ z "' ~ V, 5% MAX GUTTER SLOPE 4' TYPICAL CURB RAMP ------------- TRANSITION GUTTER PAN SLOPE FROM 5% MAX TO STANDARD SLOPE (8.3%) NOTES 1. COUNTERSLOPES OF ADJOINING GUTTER AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 4-FEET OF THE CURB FLOWLINE SHALL BE NOT BE STEEPER THAN 5%. 2. FLOWLINE MAY BE RAISED PER ELEVATIONS ON DETAIL. MAINTAIN POSITIVE DRAINAGE AROUND CURB RETURN. CURB AND GUTTER WITH PAVEMENT REPAIR RAMP RAMP APPROACH 4' MINIMUM LANDING SEE NOTE 1 N JOIN EXISTING --- PROTECT REMAINING CURB RAMP IN PLACE REMOVE EXISTING PAVERS AND REPLACE WITH TRUNCATED DOME PAVERS PER CITY OF NEWIPORT BEACH STD. PLAN. NO. 181 PROTECT IN PLACE CURB AND GUTTER I L ___ _ ~ !z ow "' zw -u "'<( w _J <Il Cl. w 0:: TRANSITION GUTTER PAN SLOPE FROM EXISTING SLOPE TO 5% MAX TYPE A "' "' w □ Cl. _J OF u Cl. w □ ---------------~' ---~-_J UNIFORM TIHICKNESS COLD MILL DEPTIH VARIABLIE THICKNESS COLD MILL DEPTH COLD MILL DEPTH EQUALS 2.5" BELOW FINISHED SURFACE UNIFORM 1.5" ARHM OVER 1" !MINIMUM) ARHM LEVELING COURSE IF NECESSARY, GRIND EXISTING PCC AS REQUIRED TO ACCOMODATE NEW PAVEMENT. REFER TO PLANS FOR APPROXIMATE LOCATIONS BASED ON GEOTECHNICAL DATA. EDGE TAPER DETAIL --, I I I I I I I I r----+:-:::::,,,__ COUNTERSLOPES OF ADJOINING GUTTER ,I AND ROAD SURFACES IMMEDIATELY / / f ADJACENT TO AND WITHIN 4-FEET OF / I THE CURB FLOWLINE SHALL BE NOT BE ~ STEEPER THAN 5%. ~OPTIONAL LIMITS OF PAVEMENT REPLACEMENT IF 5% MAX COUNTERSLOPE REQUIREMENT IS MAINTAINED. REMOl!E EXISTING IMPROl!EMENTS AND CONSTRUCT VARIABLE HEIGHT CURB AND GUTTER !TYPE A) AND ADJACENT PAl!EMENT PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON THIS SHEET. MAINTAIN EXISTING FLOWLINE ELEVATONS AND DRAINAGE PATTERN. SCALE: NTS I I I I I I I I I PROTECT IN PLACE---,0,---t--I CURB AND GUITTR I I I I I BEGIN C&G "' x REPLACEMENT I -- "" c,< I r=wz~ :::, [L F ~ I c., 0 C/1 LO z__Jx I oC/1wo Fz t-I V> < ~ w I z O... n::. 0... <( u..O I "' _J t-(f) ~----1 5% COUNTERSLOPES OF ADJOINING GUTTE AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 4-FEET OF THE CURB FLOWLINE SHALL BE NOT BE STEEPER THAN 5%. I MAX I I OPTIONAL LIMITS OF PAVEMENT REPLACEMENT IF 5% MAX COUNTERSLOPE REQUIREMENT IS MAINTAINED. 5% MAX I I ~ $ TRUNCATED DOMES REPLACEMENT DETAIL 5 SCALE: NTS --- I I I I REMOl!E EXISTING IMPROVEMENTS AND CONSTRUCT VARIABLE HEIGHT CURB AND GUITTR !TYPE A) AND ADJACENT PAVEMENT PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON THIS SHEET. MAINTAIN EXISTING FLOWLINE ELEVATONS. PROTECT REMAINING CURB RAMP IN PLACE EXISTING CONCRETE AND CE Vv1TH TRUNCATED DOME S PER CITY OF NEWPORT BEACH LAN. NO. 181 ----7 ----1------- 1 I I I I -----1------__J ,_ - - . - - - - - ~1x "' <( "' ___ ...L_ ____ ---J_ ---- - - - - ~1x "' <( "' TYPE B ~ !z uw "' OW zu w :5 TRANSITION GUTTER PAN SLOPE FROM EXISTING SLOPE TO 5% MAX Cl. w 0:: PROTECT IN PLACE CURB AND GUTTER C-8728-2 !i' " i "' ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 < "' :,: D w "' " "' SECTION A-A ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~N PLANS PREPARED BY: REVIEWED: GENERAL DETAILS ~! CURB RAMP GUTTER PAN TRANSITION DETAIL SCALE: NTS ()stantec UNDER THE SUPERVISION OF: 3!1 lECHNOLo~;;:~·c!lE9!~ J1.. . . C\ . NEWPORT COAST DRIVE AND BALBOA ~ 0 (949) 923-Booo m ~ (}__,,4,;.... ~ ~ (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: :;J BEN DAVIS RCE 82033 in~ ASSOCIATE Cl~L ENGINEER f-----------------------~--------1 ~ r.: DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ I I >----------< 0 ----- R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 22 OF 43 !!c ~ L __________________________________________________ .l._ _________________ L ________ .l._ ___ ~JW~W!l._ __ 1~Df0~5'll:_2~2L..:::_·.1.__::::....:_::___J...::_::=:::....:_:..:::_:_:::__:_:::..:.:_::::.:::_:.::_ __________ _J_.:..::_:...:..:_::_=:.i::_:..:.:_::::=:=======:...L---------------------_J_.::_::::..:_~:=_.::_~~J~~ MANHOLE FRAME .~ MANHOLE COVER ~-~I ___ .L_---" FILL GAP WITH CONCRETE MORTAR AS REQUIRED 3" -" _,,--BEAD OF SIKAFLEX 1 A f---\\----'-',,-~____,_ ___ _j ~ SIKA-449/203 PRIMER "¼>%?:sT? <, CONCRETE GRADE RING ~ / ,--~ ( >-AM ERON AMER-PLATE, 1---------------PVC MANHOLE TOPPER < : : ' DETAIL "A" ' MANHOLE COVER MANHOLE FRAME ~~=========l=:=====:f~~ NEW MANHOLE PVC LINER DETAIL NOTES 1. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SETFLUSH WITH PAVEMENTTO ONE-EIGHTH INCH HIGH. 2 ADD DR REMOVE GRADE RINGS, REPAIR PVC DR SPRAYED ON LINER, AND TEST LINER FOR PINHOLES AND "PROBE TEST" FOR WEAK WELDS AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. 3 BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK SETTING CONCRETE FOR COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. 4. FIL_ AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. 5. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED. SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. ED1\G 02/22/2017 NO. APPROVED DATE ORANGE COUNTY SANITATION DISTRICT ORAN~UN1j CALIFORNIA m ~,:'.J/ /. -··_,-;/_./ ,-/' /.,-/, --t ,//4 . :;::,12011€: ll1RE:5ioRfENhl~Ec,,!N~' DATE PVC LINER INSTALLATION EXISTING MANHOLE ADJUST TO GRADE RECORD DRAWINGS NO SCALE STANDARD DWG. S-050A These Record Draw in gs hove b ee n prepared based on t he best ava il able in forma tion . Wh il e t his inform at ion is believed t o be re liable, City of Newport Beach is not respon sible for its accu racy, nor th e errors or omissions which m ay or m ay not hove been Incorporated int o t hese plans . MANHOLE FRAME AND COVER CONCRETE COLLAR TO ALTERNATE \ PER S-053 OR S-054 oe~e •~"'" l~I / s" eom,s~e,u ':~:,eoc~~_1~ ~"~~ ••• ;;f~ MORTAR JOINTS, TYP fl #4@ 12" RADIAL NEW OR EXISTING CONE ~ P CONCRET E COLLAR n-,+------,---+~ PVC WELD STRIP FOR --'----'----~-v1 I GRADE RING AND CONE FOR PVC LINER REPAIR (TYP.) CROSS SECTION NOTES 1. NEATLY REMOVE PAVEMENT AND AGGREGATE BASE AS NECESSARY TO MAKE ADJUSTMENT. 2. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO 1/8" HIGH. 3 AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED LINER. AND TEST LINER FOR PINHOLES AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24". 4. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED BY GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK-SETTING CONC RETE TO FORM COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. 5. FILL AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. 6. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. ,-;_ -::, ,; "" l==i:====:i:==~=====--------....-----------------1 -5:;:: ORANGE COUNTY SANITATION DISTRICT F ~ NO SCALE ::;G 1---+---+---i ORANG~UNTY,CALIFORNIA M HO E s a c 1-c+=,-------+=d m~~~ (; ~ ;,<7'/ , .· AN L ADJLJ TM ENT TO STANDARD DWG ~';i 1 rnAc 02,·22/2011 ..(,, :/<, .. 1;,_.,.,;,2 ______ £./]o/./K" GRADE ,.~. l,N~J.!e:;:e:;~v:;:~l.£iA:;:;r,;.~=:::;l::::!i:!;""'::;~:;::;:::-:.l ____________ l....,:~~-2~~!.,.J 2::: ~ .. lll~EClOR F E~'GINE . G ' DATE NOTE: OCSD 'MLL PRO~DE NEW MANHOLE FRAMES AND COVERS TO INSTALL FOR EACH ADJUSTMENT. OCSD MANHOLE ADJUSTMENT STANDARD DRAWINGS SCALE: NTS 1 ~ MANHOLE COVER MANHOLE FRAME I CONCRETE GRADE RING DETAIL "A" SEE DETAIL "A" ~-- -~ I / MANHOLE COVER f \ / MANHOLE IMPROPERLY TERMINATED PVC LINER ATTOP OF MANHOLE NOTES : ;r-c:i==t 1 ~~==:==:=l:==:=::=::=:::;;;;;;=r=::r-\ FRAME I I\ I~ \~l ·~/ -- - - - -j _ - - - - - - - . z ~✓-~--'~ -~ ·~~""l========i~=-=--=-=~===:::J!.. ' ' \ : •> -TRIM EXISTING PVC 1 EXISTING --------..,_ • LINER TO SOUND I PVC LINER ·,. ' • CONCRETE CLEAN EXISTING PVC LINER WITH 409AND BUFF' SURFACE, WELD NEW PVC MANHOLE TOPPER ONTO EXISTING PVC LINER WITH 1" PVC WELD STRIP EXISTING MANHOLE PVC LINER DETAIL 1. AT EXISTING MANHOLES. ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED ON LINER, AND TEST LINER FOR PINHOLES AND "PROBE TEST" FOR WEAK WELDS AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. 2 WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. 1-+----+---lORANGE COUNTY SANITATION DISTRICT O~~-N~UN1j CALIFORNIA • ED1\G 02/22/2017 PVC LINER REPAIR EXISTING MANHOLE NO SCALE STANDARD DWG. :.; ~ '...J NO. APPROVED DATE APPR~~~~/ r / / / 1, --t ,/ A ~'fr 201 I(: lllRE:SfuRfEtITT~ES!!til~' DATE S-055A !i' " ~ "' ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ "-~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' ~~~~~~~~~~=====================~1 ---;:~~:--T--------,-,---,-------------------,---,n;==-------,---------------------~~-~8~7~2~8~-2=._~~z~~ ! PLANS PREPARED BY: ~ REVIEWED: ~ ~- 3!1 lECHN0L0GY DRl'IE, SlEf,100 ~iCfESS/Cll,;' GENERAL DETAILS ~§. ()stantec UNDER THE SUPERVISION OF: JEFFREY W. WILKERSON R,C.E. 63466 IR"1NE, CA 92618 ~~J~--\ 'llp-~ Wil'~~"f(~<':.·~ ~fil_ !!/ 0 (949) 923-sooo m 11/f, y '';,'~· • • NEWPORT COAST DRIVE AND BALBOA ~ (949)923-6121FAX ti 11 "" ~i -BOULEVARDPAVEMENTREHABILITATION ~~ No. 63466 BEN DAVIS RCE 82033 ° 0 10/05/22 * xp. 09/30/24 * ASSOCIATE Cl~L ENGINEER u'/' '.,;¼~ <I l'; CIV\\. 0~-, <orcALI~ DESIGNED: DML/VP CHECKED: JWW DRAWN: CAC/AEC DATE: 10/05/22 NO. DATE DESCRIPTION OF REVISIONS APPROVED DA TE: 10/05/22 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7024-S SHEET 23 OF 43 t-~ !i,1 "' D D " t-N N " ----- D "' !!, D ----- w D z ~ ' ' ' ' ' 7 ' ~ ~ ~ JOI SID~ -- ~ •' / / / RAMP DETAIL 0 ----1 SCALE: 1 "=10' SEE SHEET 6 RAMP DETAIL 0 ----2 SCALE: 1 "= 10' SEE SHEET 6 L=9' OC JOIN (El SIDEWALK (282. 76) FS 282.65 FS O" CF RETAINING CURB 282.35 FS 0:, o::i -~ ,• +'cj -·• .. •. ,·. ··=·· I • ~ l gf ., I I I 282.7 s RAMP DETAIL 0 ----3 SCALE: 1 "=10' SEE SHEET 6 RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ova il able in formo tion . Whil e t his inform at ion is believed t o be re liable, City of Newport Be ach is not responsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed int o t hese plans. a ©"" I I ' \, I I~ I I~ 1 TC I "'u :::Ii~ I ) 'p :,u I 8 I I II CF I I I I '!lo •·~ ~ "('~"st CP /Ji,Sl@~ '°~11 284. T<i: I l -1 • 0 4.2 • ! . USO,\N JOIN (El SIDEWALK 1287.61) TC 1287.61) FS 0" CF RETAINING CURB 285.59 FS RETAINING CURB (283.98) TC (283.98) FS 0" CF JOIN IEl SIDEWALK 1283.74) TC 1283.11) FL 8" CF RAMP DETAIL 0 --------< 4 SCALE: 1 "=10' SEE SHEET 6 :;;- '° o::i N (I) !:J LL 19 9 " "' N "' o::i CO N (I) N Ul I""} LL e') LL 9 "' "' r--N (I) !:J LL RAMP DETAIL 0 --------< 5 SCALE: 1 "=10' SEE SHEET 7 / iil 0 .,; "' (/) !:J LL "' N ,.: . I"") (/) ....,... a... I"') U.... I"") Ul aJ CC I"") I.J.... a.. :z Q_ u -- . . • 7.7% • ....... -~-- ·334.07 , SE!; DETAIL 4 orbz2---- in 0:, c-.i "' (/) !:J LL - RAMP DETAIL 0 --------< 6 SCALE: 1 "=10' SEE SHEET 7 ,·, ' ' \ ' ' ' ' ' ' e ' ' (5 ALK ' ' .. °", / ,; ' ';x // y ' // / RR ' ' DISPOSITION NOTES [fl [ill PROTECT IN PLACE (ITEM PER PLANJ. REMOVE EXISTING AND REPLACE IRWD AIR RELEASE AND VACUUM RELIEF COVER TO GRADE PER IRWD STD. NO. W-11. ~ REMOVE EXISTING AND INSTALL NEW CNB TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. ~ REMOVE EXISTING AND INSTALL NEW CNB FIBER OPTIC PULL BOX AND COVER TO GRADE. UTILITY COMPANY NOTES (D ADJUST EXISTING PULL BOX AND COVER TO GRADE BY COX. ® ADJUST EXISTING MANHOLE COVER TO GRADE BY AT&T. ® ADJUST EXISTING PULL BOX AND COVER TO GRADE BY SCE. / ' -<D -(/) \g LL j u _, f-LL / / r,-:: r...: ' /..--' ·'° '° "'--oc 4' 10'01:1!/ EE D~TAIL 4 /0N 22 ' ' ' / ' •·· ' / e, ' / & ' ' ~-· ' ' RAMP DETAIL 0 --------< 7 SCALE: 1 "= 10' SEE SHEET 9 8' oc r-- - "' co ci N (/) <O LL - iil r-- ci N (I) \g LL RAMP DETAIL 0 --------< 8 SCALE: 1 "=10' SEE SHEET 9 , !i' " i "' ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-,= • < E t::: 3?-"0 CD 0 < "' C-8728-2 Gi ;i " "' ~-------------------~---------~----------~--~----~---------------------~---~----------~-------------------------------------,rN PLANS PREPARED BY: REVIEWED: DETAILS FOR CONCRETE IMPROVEMENTS ~! 3!1 lECHNOLo~;;:~·c!lEs!~ fl. . . C\ . NEWPORT COAST DRIVE AND BALBOA ~ 0 (949) 923-Booo m ~ (}__,,4,;.... ~ ~ (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: 5l BEN DAVIS RCE 82033 r" ASSOCIATE CIVIL ENGINEER f------------------------~----------, ~ ~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ ()stantec UNDER THE SUPERVISION OF: I I r-----------< D' L _____________________________________________ _J_R_.c_.E_._6_34_6_6 ____________ L _______ _J_c_HE_c_KE_D_,~J~WW~D_A_~~,1~0/~0~5/~2~2LN~O._J__~DA~T~E_J...::_D=ES=C=RIP~Tl~O~N~O~F~R=E~Vl=SIO=N=s __________ _i_:_:_AP=P~R=OV=E=DLD~A~TE~:==1=0=0=5==2=2=::.l _____ P_U_B_L_l_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _J_~S=HE=E~T~2=4~o~F____::'4~3~ti 9 1'i a::i -U1 ~ c_ 0 :g ~ c,; .-cn..-V> CO LL i;.o I.J.... a 0, ci N VJ ~ c_ RAMP DETAIL 0 ----9 SCALE: 1 "=10' SEE SHEET 9 U1 c_ :.: CX) .,; N ~ ~ U1 c_ 0 0 <O u-:i 0 N u-:i <O N <O RAMP DETAIL SCALE: 1 "= 10' SEE SHEET 11 ~ :.: <O <O N ~ ' ~ -~ \ :8 ~ ~ (/) u.. I LV ) ,-.: N ~ .... CX) <O N <O CX) r-- <O N <O ;;', r-- <O N ~ JOIN IEJ SIDEWALK I 'i), \ \ \ I _______ R_A_~-~-E:-~--:1-!.A_IL _______ ~ SEE SHEET 11 V RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ova il able in formotio n. Wh il e th is informat ion is believed t o be re liable, City of Newport Be ach is not re sponsible for its accuracy, n or th e errors or omission s which m ay or m ay not hove been Incorporat ed into these plans. \ ~ ' • JZ <CJ ' BALBOA BOULEVARD / \ \ I \ - - - I I I ~ I I I /I 1.1% L4 1/ f I 9.0_:YTC I JI I I 1~Bg~,r O oi°:!J. ·~·l. ····.~· •••• ···•· •.• - ~ ~ I •0 ~~°o 5!. ·-l.f). SL--'"=~-~--,-;-_~L.-· ·: ....._ --iJ5L -----·o°c,Po°o0 oo( ~ .. • · :-.--. •• • .;··. • @ 1Sf1' COMM-1·•o~~~~fo~00 '~~~ '0"t 7% ~"'c •. j I :'"' "9.on_c ·-· I I I 4'.. •• ~ "' I I I I I I I I • I I ~ I J',l ., I I I I 00 I ' I I I I 00 ,,. ., 19.62 TCJ 9.09 FL 6" CF L1 (9. 74) TC 19.14) FL I JOIN 7" CF I N _, I I I U (/} LL I[) (/) U Vl LL f-1.J....UoLL.. t-LL..U ..-'o::1-1:0') -r--.r: r-... oco ,-... ..;;t-0 oi oi ...t-• iq -C:9:.7:7J:T:C:---~-REMOV! :D RECONSTRUCT RAMP RETAINING CURB ~-.?~fS (PROTECT EXIST. BRICK) JOIN SIDEWALK AT EXISTING STEP /DOOR _______ R_A_~-~-E,-~-~-~_A_IL ______ --<~ SEE SHEET 12 V ~ t2 --c_ ~ ~u ~ ~~ JOIN SIDEWALK 00 0:: => u (.!) z z ~ uJ 0:: C8.98J FS C8.98J FS O" CF "' "' U1 <Xl c_ µ..__.:1:::5•;::_5 .:..') -+-H ~ (2.0%) r co I I I J, INI SI I EWALK fii ~ I I I CB.87) TC (8.42) FL JOIN 5" CF 8. 9, TC 8.47 f O" CF I I I 0 -01 ~ Oo .. .O( TV) II~ ''- BC / BALBOA BOULEVARD f I ,,. " / _______ R_A_~-~-E,-~-~-~_A_IL ______ --<~ SEE SHEET 12 V i I- en § z g 0 i-: en ! 8 . co ~ LINE L1 L2 L3 L4 L5 L6 L7 LB L9 L10 L 11 L12 / Lt.IE DATA LENGTH BEARING CURVE 4.75' N18"01 '50"E' C1 5.00' N18"01 '50"E' C2 0.58' N18"01 '50"E' C3 9.00' S76"17 '34 "E' C4 6.50' N70"48 '44 ''W' C5 0.49' N70"48'44''W' C6 0.49' S18"01 '27''W' 8.25' S18'01 '27''W' 3.00' N19'11 '16"E' 3.00' N19'11 '16"E' 3.00' S70'48'44"E' 4.50' S70'48'44"E' DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). [fil [i] RESET EXISTING CNB SURVEY MONUMENT. REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX AND COVER TO GRADE. [gj REMOVE EXISTING AND INSTALL NEW CNB TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. CURVE DATA LENGTH RADIUS DELTA TANGENT 7.48' 5.00' 85'40'36" 4.64' 4.77' 6.00' 45'34'54" 2.52' 4.77' 6.00' 45'34'54" 2.52' 2.27' 5.50' 23'40'35" 1.15' 4.09' 5.50' 42'38'51" 2.15' 2.27' 5.50' 23'40'35" 1.15' BALBOA BOULEVARD /--------,L/ / _/__ / -/ / D----18"SO---1B"SD- ---MM--- · 0.9% . -.............. O" . • SL-~ ...... -SL .... -. .,_;.., -9.~l, . B, .. FS I ••i i):g C •• L FS ,<ty:: Ol,-~~~i ~·······JE .··\~.i .·.·· .. • ~·-. ---1a'"so----1 --ISL 1---SL- M----COM~---- OIN SIDEWALK (9.56) FS L9- ffi.~)~=(=9.~59~)~~(-~-57_)_J FS cg_67l FS FS (9.61) FS PROTECT EXISTING PLANTERS AND STAIRS _______ R_A_~-:-E,-~-~-~_A_IL ______ --<1.0 SEE SHEET 12 V !i' " i "' ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 < "' C-8728-2 Gi ;i " "' ~-----------------~---------~----------~-~----~--------------------~---~----------~------------------------------~rN PLANS PREPARED BY: REVIEWED: DETAILS FOR CONCRETE IMPROVEMENTS ~! 3!1 TECHNOLo~;;:~·c!TE9!~ fl . . C\ . NEWPORT COAST DRIVE AND BALBOA ~ 0 (949) 923-Booo m ~ ()___,,4,;..... ~ ~ (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: a,! BEN DAVIS RCE 82033 r,:: ASSOCIATE CIVIL ENGINEER f-----------------------~-------~ ~ ~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ ()stantec UNDER THE SUPERVISION OF: I I r----------< D '-. R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 25 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l._ __ 1~Df0~5'll:_2~2L..:::_·_1__:~::__J...::_::=:::....._:..:::..:....:::__:_:::..:.:.::::.:::_:.::_ __________ _J_.:..::...:...:..:_::_=:.i::.:..:.:.::::=:=======:.l_ _____________________ _1_.::_::::..:_~~.::_~~J~~ J PCC JOIN SIDEWALK / / (9.00) FS / JOIN I I SIDEWALK,' / / / BALBOA BOULEVARD I (8.671 TC I (8.261 FL I f, JOIN 5" CF I ---16''l / _______ R_A_~-:-E,-~-:-;,A_IL _______ ~ SEE SHEET 13 ~ ~ I I I I -r -- I I I I ·"' "' I I I (8.61,t T (8.1~1 JOIN $" CF I -I --.o -r-,__ - L / / I ,,. ~ I I r -f-- 1 I I t I I / I I JOIN SIDEWALK (8.721 (8. 72) FS (8.721 FS 17+-;.l2.15, 2 . O' LT (8.511 C, (8.051~ " JOIN 6' F ~-~ ---------r -- / / BALBOA BOULEVARD - 1 / RAMP DETAIL ~ SCALE: 1 "=5' SEE SHEET 13 RECORD DRAWINGS These Record Draw ings hove been prepared based on t he best ova il able in formo tion . Wh il e t his inform at ion is believed t o be re liable, City of Newport Beach is not responsible for its accu racy, nor th e errors or omissions which m ay or may not hove been Incorpo r ated int o t hese plans . ---EJ \ JOIN SIDEWALK-+----< "' Ct'. :::, u "' z z ~ uJ Ct'. JOIN SIDEWALK (8.211 TC (8.21) FS O" CF FH CNB p I I J (6? ·- -' JOIN " .QF -' st....._ u~ / f-LI.. "- <O OJ u "' <O • co cri r--: r---~ ~ -~ r--"- / 7 / ' BALBOA BOULEVARD _______ R_A_~-:-E,-~-:-;,-A_IL _______ ~ SEE SHEET 16 V I r \ I' I ~ \ I I ~ \~II ~ , 00 1. ' , \ )ll \ \ 7.90l TC I ~ 1o / / -SL--- / _______ R_A_~-:-E,-~-:-;,-A_IL ______ ---<~ SEE SHEET 16 V (6.28) FS (6.35) LNE DATA LINE LENGTH BEARING CURVE L13 4.50' S67'27'28 "E' C7 L14 4.00' S67'27'28 "E' CB L15 4.00' N35'27'32'E' C9 L16 8.00' N35.27'32"E' C10 L17 4.38' S35'27'32'W' C11 L18 5.00' S67'27'28 "E' C12 L19 8.00' S67'30 '13 "E' C13 L20 1.00' S67'30'13'E' C14 L21 1.00' N34'24'35'E' C15 L22 7.50' N34'24 '35 "E' C16 L23 5.60' N34'49'20'E' C17 L24 4.00' N34'49'20"E' C18 L25 3.00' N59'00'40"W' C19 L26 3.00' S29'00 '28 'W' C20 DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). [fil [i] RESET EXISTING CNB SURVEY MONUMENT. REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX AND COVER TO GRADE. UTILITY COMPANY NOTES @ ADJUST EXISTING PULIL BOX AND COVER TO GRADE BY AT&T. cu:IVE DATA LENGTH RADIUS DELTA TANGENT 1.31' 5.00' 14'57'49" 0.66' 4.12' 5.00' 47'09'23" 2.18' 1.31' 5.00' 14'57'49" 0.66' 2.89' 5.50' 30'08'05" 1.48' 4.09' 5.50' 42'38'51" 2.15' 2.89' 5.50' 30'08'05" 1.48' 8.18' 6.00' 78'05'12" 4.87' 2.04' 5.00' 23'20'19" 1.03' 4.12' 5.00' 47'09'23" 2.18' 2.04' 5.00' 23'20'19" 1.03' 5.84' 10.00' 33'27'57" 3.01' 4.03' 10.00' 23'04'26" 2.04' 3.83' 10.00' 21 '55'44" 1.94' 2.01' 10.00' 11 '32 '13" 1.01' 10' (5 ') JOIN SIDEWALK i----.:..::....--+-...J.fl-1-_::::...:__-i-n (6.771 TC (6.12) FL JOIN 8' CF JOIN PCC (0. 7%) (6.26) l I 1. ,) (6. 77) FS (2.2%) (6.91) FS FS JOIN PCC u --' "-u --' "-1-LL U I-LL U /( • N Nii:. I"--..;t-=: "' "' o co "' st JOIN 1 ' tO tO tci r.o I ----- I " Cl 1'' - -COMtil-:r--- -COMM.Ji: ---COMM----COMM--- -COMM----COMM----MM-- I I I I I I I I f' :fa N ~ I I I I ~ I I I I l!l: ;., I / BALBOA BOULEVARD _______ R_A_~-:-E,-~-:-;,-A_IL ______ ---<~ SEE SHEET 17 V !i' " i "' ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 <'" C-8728-2 Gi ;i " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~rN PLANS PREPARED BY: REVIEWED: DETAILS FOR CONCRETE IMPROVEMENTS ~! 3!1 lECHNOLo~;;:~·c!lEs!~ iJ... . . C\ . NEWPORT COAST DRIVE AND BALBOA ~ 0 (949) 923-Booo m ~ (}__,,4,;.... ~ ~ (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: ~ BEN DAVIS RCE 82033 r" ASSOCIATE CIVIL ENGINEER f-----------------------~---------1 ~ ~ DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ ()stantec UNDER THE SUPERVISION OF: I I r----------< D '-. R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 10 05 22 PUBLIC WORKS DEPARTMENT SHEET 26 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l_ __ 1~0f0~5'll:_2~2L.::__·_1__::::__:_::__J_::.::=:::__:_:..:::..:_:::__:_:::..:.:.::::.:::_:.::__ __________ _J_.:..::_:...:..:.::_=:.i::_:..:.:.::::=:=======:.l_ _____________________ _1_.::__::::..:_~~.::__~~J~~ JOIN SIDEWALK G--- I I I \ 0 \JOIN SID WALK ' CNiJl TC t;J (7.6 F.S..\--~1 i'o' O" F \ : ' I ( : i I / : / I 10· l+--------'--'-----1 ,,,-! (7.34) TC • ) (6.88) FL JOIN 6" CF JOIN PCC (1.8%) (7.06) FS FS 10" • • O"W--10•-w-7 _ -1 o"w----1 --I -/-"'F--11--····--- j I I ,1 ---COMM- BALBOA BOULEVARD _______ R_A_~-:-E,-~-:-;,A_IL ______ -~ SEE SHEET 18 V JOIN PCC '.'-. I.I') :. i,I ••• e/ . Jl. i'i T:C ... , 7,67JL .• I I I I I ! I ! (5'} JOIN SIDEWALK (8.20) FS 12 t; -SL----SL V,1 (7.88) (8.17) FS C (f9~)-_ •• -._.· . FS .·-. ,. >~ . •-. • o:-;z . . .. -Sl-----SL----SL---~ ,.._ . . . U"') -.- · 0,3 • ~ ···--···--···--'~- / BALBOA BOULEVARD _______ R_A_~-:-E,-~-:-;,A_IL _______ 4 SEE SHEET 19 V RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ova il able in formotio n. Whil e th is informat ion is believed t o be re liable, City of Newport Be ach is not re sponsible for its accuracy, nor th e errors or omission s which m ay or m ay not hove been Incorporated into these plans. i-= "' C BALBOA BOULEVARD / I---=:->--TV----TV--~ ~ ,.._ r-: . -!!! -(/) ~ u. el m.2%l PROTECT GA TE JOIN SIDEWALK ~ ~ ) ~ _Ju. u. u el 00 w= ,,., <O <O !'!! ~~ (5 ') 0 ~ _______ R_A_~-:-E,-~-:-;,-A_IL ______ -~ SEE SHEET 19 V BALBOA BOULEVARD ~09 TC 8.76 FS 4" C, OMM--ffCR I I I 3/77 FS ( ~ / 4"CF~ 3/ (9.45) TC (8.87l FS JOIN 7" CF .,....:.-'-'- . J.0% W.8%! - I I / / (9.27) FS . =;JOIN""""SIDEW!llcK---00••-- . "% _ _., '.· .. : -i -·· 9.15 FS 10" CF (10.31l TC 9.48 FS 10" CF JOIN SIDEWALK (10.15) TC 9.42 FS 9" CF ------ RECONSTRUCT PLANTER TO MATCH EXISTING. _______ R_A_~-:-E,-~-:-;,-A_IL ______ --<~ SEE SHEET 19 V CURVE C21 C22 C23 C24 C25 C26 C27 • C28 ti C29 C C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 ~VE DATA LENGTH RADIUS DELTA TANGENT 2.21' 10.00' 12"40'54" 1.11' 3.84' 10.00' 22°0014" 1.94' 4.03' 10.00' 23"04'26" 2.04' 5.63' 10.00' 32°1410" 2.89' 6.36' 10.00' 36"27'56" 3.29' 4.03' 10.00' 23'04'26" 2.04' 3.77' 17.57' 12"17'15" 1.89' 2.58' 10.00' 14°47'00" 1.30' 6.18' 10.00' 35"24'48" 3.19' 4.03' 10.00' 23'04'26" 2.04' 5.50' 10.00' 31"30'46" 2.82' 1.50' 10.00' 8°35'40" 0.75' 3.82' 10.00' 21"51 '58" 1.93' 4.03' 10.00' 23'04'26" 2.04' 4.32' 10.00' 24"43'51" 2.19' 1.00' 10.00' 5"43'46" 0.50' 2.00' 12.00' 9"32'57" 1.00' 5.42' 12.00' 25"51 '39" 2.76' 4.04' 7.83' 29"36'05" 2.07' 5.42' 12.00' 25"51 '39" 2.76' 2.00' 12.00' 9"32'57" 1.00' / DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). [TI REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 503. [fil RESET EXISTING CNB SURVEY MONUMENT. [ill REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX AND COVER TO GRADE. LIIE DATA LINE LENGTH BEARING L27 1.00' S60'59 '52 "E' L28 3.50' N29"00'23''E' L29 2.10' S26'42'47"W' L30 2.00' S69"17 '31 "E' L31 3.00' S63"17'13"E' L32 2.00' S63"17'13"E' L33 3.00' S26'42'47"W' L34 9.09' S26"42'47"W' L35 0.50' N69'17'31 "W' L36 5.00' S69"18 '01 "E' L37 1.00' S20'42 '29 "W' L38 8.00' S20"42 '29 "W' / u (/) u. >-u. u RETAINING CURB mo NOT BLOCK GA TE) ~ ~b I"') 00 = "1 N v oi ai (9.62) TC '9.62) FS O" CF • I· .• f 1 .. . ,;! . . l~I~<--·• N .• • ">1 ' ~(1.9%) ~- I (5.51 11 I I I 9.20 TC (8.87) FS ~I 4" CF - <O ,,., JOIN SIDEWALK _J (9.51 lTC ii (9.01) FS 6" CF _______ R_A_~-:-E,-~-:-;,-A_IL ______ --<* SEE SHEET 20 V w !i' " i "' ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 < "' C-8728-2 Gi ;i " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~N PLANS PREPARED BY: REVIEWED: DETAILS FOR CONCRETE IMPROVEMENTS ~! 3!1 TECHNOLO~;;:~·c!TE9!~ iJ... . . C\ . NEWPORT COAST DRIVE AND BALBOA ~ 0 (949) 923-Booo m ~ (}__,,4,;..... ~ ii'. (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: ~ BEN DAVIS RCE 82033 r 0 ()stantec ASSOCIATE CI\/IL ENGINEER f-----------------------~--------1 ~ ;;i DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ UNDER THE SUPERVISION OF: I I >-----------< 0' R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 27 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l._ __ 1~0f0~5'll:_2~2L..:::_·.1__::::_:_::__J...::_::=:::....:.:.:::.:....:::.....:.:::.:.:.::::.:::.:.::_ __________ _l.:.::..:...:.:.::_=:.i::.:.:.:.::::=:=======:.l_ _____________________ _1_.::_::::.:.~:..'.....::_~~J~~ i-: Cl) w / / .. . .. .. .. (8.96) FS ~! ~ .. • .. • 4" CF ..-1 : .. : .-: . -·r-Q • ... •• "' "' ...J (9.55) TC (9.04) FS ~ (1.1%) JOIN 6" CF -(5') 9.51 TC 9.34 FS 2" CF (9.60! TC (9.60! FS O" CF JOIN SIDEWALK 9 (9.47) TC (9.47) FS O" CF RAMP RETAINING CURB _______ R_A_~-:-E,-~-:-;,A_IL _______ ~ SEE SHEET 20 V BALBOA BOULEVARD /:.: / ~~ ~ ~ "i'X'll', / / ~ \ / / / : ~~~""~ ___ _/__! / • : fr'l-~~ 1"' --7MM--/9 0MM--~ --ooy--MM_j:, --COM---~ ------ u CJ') u.. >-u.. u 0 r--• r--"' .,_ a.i c,-i u U)U... u U)U... I-I.J....U I-I.J....U r.ol"111. NN11. co l")'q'" co .----c.o oi cri ai a.i REMOVE EXISTING CURB AND CONSTRUCT NEW RAMP RETAINING CURB u CJ') u.. >-u.. u I -~-1·· • .. ~!/ "' • . \9. I ~ .·'• 0 • 45•" ·, "' I .• ,. -.:r ...J I '..J _______ R_A_~-:-E,-~-:-;,A_IL _______ 4 SEE SHEET 21 V RECORD DRAWINGS These Record Draw in gs hove been prepared based on t he best ova il able in formotion. Wh il e th is informa t ion is believed t o be re liable, City of Newport Beach is not resp onsible for its accuracy, nor th e errors or omissions which m ay or may not hove been Incorporated into these plans. -TV I I ' • I --•-;r! I I i • N I~ I I I j --e"W I ~ -1 v, I I LL OMM-• . ' -d I I ' \ JOIN SIDEWALK (8-17) FS JOIN SIDEWALK • I \ \ \ JOIN SIDEWALK \ \ \ (8.33) TC (8.33) FS O" CF RAMP RETAINING CURB BALBOA BOULEVARD _______ R_A_~-:-E,-~-:-;,A_IL _______ * SEE SHEET 21 V -CJ') ~ u.. oci u CJ') >-u.. u.. a:, <o u -r--. ro ....: U"> "' t,! "' u "'w I-t/l ,c( I- LL LL. :::r: W 00 u u~ 0 <o . a:, • ~ r...:1"1 ------- / LINE L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN). [j] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513 . [TI REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 503. (ID RESET EXISTING CNB SURVEY MONUMENT. [ill REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD_ DWG_ NO_ 513_ MARK LID "SEWER"_ [i1I REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX AND COVER TO GRADE. UTILITY COMPANY NOTES ® PROTECT IN PLACE (ITEM PER PLAN). LtE DATA CURVE DATA LENGTH BEARING CURVE LENGTH RADIUS DELTA TANGENT 7.50' S20"42 '29 "W' C42 1.00' 10.00' 5'43'46" 0.50' 3.01' S20"42 '29 "W' C43 4.84' 10.00' 27'43'45" 2.47' 4.50' N69.18'01 "W' C44 4.03' 10.00' 23'04 '26" 2.04' 2.00' S20'41 '25 "W' C45 4.84' 10.00' 27'43'45" 2.47' 6.00' S20"41 '25"W' C46 1.00' 10.00' 5'43'46" 0.50' 2.77' N69"18'35"W' C47 B.66' 10.00' 49'37'27" 4.62' 6.00' S0"51 '25 ''W' C48 4.00' 10.00' 22'55'06" 2.03' 12.00' S0"51 '25 ''W' C49 3.05' 10.00' 17"27'27" 1.54' 4.50' S69"16 '23 ''E' C50 5.65' 8.00' 40"26 '21" 2.95' 6.25' S67"3013''E' C51 4.04' 8.00' 28"5718" 2.07' 8.00' S67"3013''E' C52 5.65' 8.00' 40"26 '21" 2.95' 3.00' S67"3013''E' C53 B.24' 10.00' 47"12'41" 4.37' 4.00' S67"3013''E' C54 4.00' 10.00' 22"55'06" 2.03' 1.39' S22"58 '00 "W' C55 1.89' 5.00' 21"39'25" 0.96' 1.86' S22"5B '00 "W' C56 4.12' 5.00' 47'09'23" 2.18' 3.00' S22"58 '00 "W' C57 1.89' 5.00' 21"39'25" 0.96' 5.38' N 22"58 '00 ''E' C58 3.73' 7.00' 30"29 '54" 1.91' 2.00' N 22"58 '00 ''E' C59 4.06' 7.00' 33·1211· 2.09' 1.99' S62"50 '01 ''E' C60 3.73' 7.00' 30"29 '54" 1.91' 3.00' S62"50 '01 ''E' 10.01' S62"50 '01 ''E' 7.00' S62"50 '01 ''E' / / / / / / QE L60 O" CF ~ I I FS \ \ /1 s • I I s • FS JOIN SIDEWALK \ I I \ >-ID F 15 (7') (/) (8.46) TC 1; (7.B8l FS ,I~ JOIN 7" CF (7,97) ~ FS \ 19' (8.49) TC i-: (7.87) FL Cl) JOIN 8" CF <C CROSS GUTTER DETAIL SCALE: 1 "=5' SEE SHEET 16 '. I I : \ \ ~\ ;;\I I I 1 1 \ ~ I I . I I ' 11 I \ I 11 .ii (8,62) FS JOIN SIDEWALK \ I 28 !i' " i "' ~ gi "' '.!!, ~ t; ~, w~ , . D • "£ "-~ z g' D ·-SC • < E t::: 3?-"0 CD 0 < "' C-8728-2 Gi ;i " "' ~-----------------~---------~----------~-~----~--------------------~---~----------~------------------------------~rN PLANS PREPARED BY: REVIEWED: DETAILS FOR CONCRETE IMPROVEMENTS ~! 3!1 TECHNOLo~;;:~·c!TEs!~ iJ... . . C\ . NEWPORT COAST DRIVE AND BALBOA ~ 0 (949) 923-Booo m ~ (}___,,4,;._ ~ ii'. (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: !;' BEN DAVIS RCE 82033 r'" ()stantec ASSOCIATE CIVIL ENGINEER f------------------------~-------~ ~ ;;i DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ UNDER THE SUPERVISION OF: I I r-----------< D '-. R.C.E. 63466 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 28 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l__ __ 1~0f0~5'll:_2~2L_.:::__·_1__::::__:_::__J__::_::=:::__:_:..:::_:_:::__:_:::..:.:.::::.:::_:.::_ __________ _J_.:..::__:_:_:_::_=:.i::__:_:_::::=:=======:..L---------------------_l__.:::__::::_:_~~_.:::__~~J~~ --:.---------- RELOCATE EXISTING "?l :B.04 • ~_ ,--. • STREET LIGHT ,.. g _ -FS' -~ :-:;,. !:9 _..-__ •::,· JOIN SIDEWALK---sc----t-1 13' GRADE TO JOIN BACK OF EXISTING AND NEW SIDEWALK JOIN EXISTING GARAGE RECONSTRUCT PLANTER IN KIND -(/) "C LL co BALBOA BOULEVARD IGHT G , DE F TO CRO N <ll -LL o:i -"' P; LL !9 REMOVE EXISTING BRICK PLANTER AND CONSTRUCT PCC RETAINING CURB. PROTECT EXISTING RAILING IN PLACE. -- ..... ..... BRICK PLANTER p /, \ r:,!::fS};"' .• / <:,.,,,(oa!!;, _./· 1:ii ,s ----~ I ----.'<5 \ ..._ 0 7.99 TC 7.99 FS O" CF .. - ... JOIN SIDEWALK (8.05) FS 54+94. 72, 62.1 "-:RT ~..,,_ (8. 58J TC, (8.1 OJ F\S 'I' ~ JOIN 6" CF 1\. \~...._ ,_ ...... \ -\\ \ ..__ ~/ } } ~ J/ \ _J \ .... --•··- 9' u.J (/) o ~p LL □ JOIN SIDEWALK - 5)- 10''W-- I I I 18".D- I ~I (/) (/) (/) (/) LL LL LL LL 0 "' 0, "1 "' "' "' "' r-: r-: t; t; 13' BALBOA BOULEVARD DRIVEWAY DETAIL SCALE: 1 "= 5' SEE SHEET 18 ~ I I I (5.8') ,_, JOIN SIDEWALK C9.02l TC (9.02) FL O" CF _J ____ _ ~~ 12 N-"' 0, (/) • "' LL r---t; <O ,.._ 1.1 % 2.1% r-: -- I I ~ RAMP RETAINING CURB JOIN SIDEWALK • ·~r ss_ --B"SS-- - -a"s: .~.t -~.----SL----SL--- BALBOA BOULEVARD DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANJ. [i] REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX AND COVER TO GRADE. 1.1,!E DATA LINE LENGTIH BEARING L61 8.00' S69'16 '23 "E' L62 2.54' S89"08'17"E' L63 5.75' S19"11 '16"W' L64 1.25' S19"11 '16"W' L65 1.25' S70"48'44"E' L66 6.00" S70'48 '44 "E' cu:tVE DATA CURVE LIENGTIH RADIUS DELTA TANGENT C61 21.65" 75.00' 16"32'21" 10.90' C62 18.31' 68.00' 15"25'50" 9.21' C63 14.42" 65.00' 12"42'47" 7.24' C64 10.16' 35.00' 16"37'58" 5.12' C65 26.64' 16.50' 92"29'55" 17.24' C66 7.85' 5.00' 90'00'00" 5.00' CROSS GUTTER AND RAMPS DETAIL _______ R_A_~-~-E:-~-~-~A_IL ______ ---<4 RECORD DRAWINGS These Record Draw ings hove been prepared based on t he best ova il able in formotion. Wh il e th is informat ion is believed t o be re liable, City of Newport Beach is not re sponsible for its accuracy, nor th e errors or omissions which m ay or may not hove been Incorporated into these plans. SCALE: 1 "= 5' SEE SHEET 21 SEE SHEET 12 V ~ .,, >--' C, ,,, 5 "' ~ gi ,,, '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"D CD 0 < "' C-8728-2 Gi ;i " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~rN PLANS PREPARED BY: REVIEWED: DETAILS FOR CONCRETE IMPROVEMENTS ~! 3!1 lECHNOLo~;;:~·c!lEs!~ iJ... . . C\ . NEWPORT COAST DRIVE AND BALBOA ~ 0 (949) 923-Booo m ~ (}___,,4,;.... ~ ii'. (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: !;' BEN DAVIS RCE 82033 r,;; ()stantec ASSOCIATE CIVIL ENGINEER f-----------------------~--------1 ~ ;;i DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ UNDER THE SUPERVISION OF: I I r---------< D '-. R.C.E. 63466 CHECKED: DA TIE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 10 05 22 PUBLIC WORKS DEPARTMENT SHEET 29 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l_ __ 1~Df0~5'll:_2~2L_::_·_1__::::._:_::__J..::_::=:::._:_:..:::__:...:::__:__:::..:.:_::::.:::__:_::_ __________ _l.:..::__:..:..:_::_=:.i::_:..:.:_::::=:=======:.l_ _____________________ _1__::_::::..:_~~_::_~~J~~ I I I =:Jt 0 --- / • u, -U • U") <O -+~z ro oo-lo I") I"--'-:, JOIN S DEWALK / .. ~ .. in~A ,..., VJ ~ u.,~~ ) PROTECT EX. BRICKS !'9 r1-----1~(_5_'l +tt ~ ~ ~ ,..., "' JOIN SIDEWALK <Xi ,-.: z --0 (0.7%) -, CROSS GUTTER DETAIL JOIN SIDEWALK 17.84) TC 17.84) FS O" CF RAMP RETAINING CURB 151 SCALE: 1 "= 5' SEE SHEET 18 i-= "' l (7.74) TC w (7,691 TC ) N U") • VJ t: u., ---0,2% L71 / L72 - PROTECT EXISTING VENT AND DOWNDRAIN JOIN SIDEWALK JOIN SIDEWALK LINE L67 L68 L69 L70 L71 L72 L73 L74 L75 L76 --. -.- --...,... .....,. LJ\IE DATA Cu=!VE DATA LENGTH BEARING CURVE LENGTH RADIUS DELTA 2.43' S29"00 '28 "W' C67 3.50' 10.00' 20·03•13• 2.43' N29'00'28"E' C68 3.76' 10.00' 21'32 '23" 3.00' S28'59 '46 "W' C69 4.03' 10.00' 23'04'26' 2.76' N28'59'46"E' C70 4.42' 10.00' 25·20•19• 6.50' S63'17 '13 ''E' C71 1.18' 10.00' 6'45 '36" 6.00' S63'17 '13 ''E' C72 4.66' 10.00' 25·42 '01" 5.00' S69'17'31 ''E' C73 4.03' 10.00' 23'04 '26' 3.00' N20'42'29"E' C74 4.84' 10.00' 27'43'50" 3.00' N20'42'29"E' C75 1.00' 10.00' 5'43'46" 3.50' N69'18'35"W' C76 1.98' 10.00' 11'21 '58" C77 3.86' 10.00' 22'05 '38' C78 4.03' 10.00' 23'04 '26" C79 5.84' 10.00' 33'27'36" C80 5.64' 10.00' 32'19'18" C81 4.03' 10.00' 23'04 '26" C82 5.64' 10.00' 32'19'18" C83 2.21' 10.00' 12'40'50" C84 3.63' 10.00' 20'46 '56" C85 4.03' 10.00' 23'04'26" C86 5.84' 10.00' 33'27'47" C87 5.84' 10.00' 33'28'19" C88 4.03' 10.00' 23'04'26" C89 5.84' 10.00' 33'28'19" BALBOA BOULEVARD ~ _·w., TANGENT 1.77' 1.90' 2.04' 2.25' 0.59' 2.37' 2.04' 2.47' 0.50' 1.00' 1.95' 2.04' 3.01' 2.90' 2.04' 2.90' 1.11 ' 1.83' 2.04' 3.01' 3.01' 2.04' 3.01' DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANJ. [j] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. [TI REMOVE EXISTING AND INSTALL NEW CNB WATER METER BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 503. (ID RESET EXISTING CNB SURVEY MONUMENT. [ill REMOVE EXISTING AND INSTALL NEW CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. MARK LID "SEWER". [i1I REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX AND COVER TO GRADE. UTILITY COMPANY NOTES @ ADJUST EXISllNG PULL BOX AND COVER TO GRADE BY SCE. @) RELOCATE EXISTING UTILITY CABINET TO UNDERGROUND VAULT BY CHARTER. RAMP RETAINING CURB ~ ~ 7.23 FL (7 361 (6.951 FL / (51 JOIN 6" CF ~-JOIN 9' CF 1+------1 (~80l (7.85) ~ FS I !±:!E ~ 12.2%1 S -. ----,. --.----. ---- I I I °'"' I •. N I?. 1"-. . ::b~I "-. •• •• 1:33 TC ;;:.---·· ~-··. '-' VJ f-u, --u, ::2 ::2 u U") "': VJ r--u, ~I }74 }_~f1 .\-.·•····.• •...•. • ·.•···,···•·· ·••· .. ·•· • .. ~.96 : l75 i ~, •• ··• 11,7%!~ .. 6 ,CF .. ·• Fl, ECR. (7. 711 FS ---: >-, I c,--<O i ~ :~ • 6 83 FS • • •••. • :.-• ·•• • · · •.. 1. 6 ." CF • \Jf::. ; .. ~ · ·, .. ••·,~·--:.-·-•.· . . . t:: t::o RECORD DRAWINGS . < BCR • • •• BALBOA BOULEVARD CROS GUTTER DETAIL SCALE: 1 "= 5' SEE SHEET 20 These Record Draw ings hove been prepared based on t he best ova il able in form otion . Wh il e th is inform at ion is believed t o be re liable, City of Newport Beach is not responsible for its accuracy, nor th e errors or omissions wh ich m ay or may not hove been Incorporated int o th ese plans. ~r:-tt-- - - JOIN DRIVEWAY 33 -~--~----~-~-~~----n·.···· ·<.· :· 1''·~68 ·· . . .. , .- r U") !':l JOIN SIDEWALK -<O • VJ t: u., -VJ ;;i; u, t: <O U") • VJ t: u, 7' L I "· ~I i• ~ J· l JOIN SI WALK ·•.· 6:98 TC• 5;95 FS. • O''cF · 6.91 re • 6.91 FS .. ' ., D" QF (5 ') JOIN IDEWALK CROSS GUTTER DETAIL SCALE: 1 "=5' SEE SHEET 17 ;;, ~ <O t: 7' 34 JOIN SIDEWALK ;;, ~ <O t: 9 ~ ,, >-' 0 0 5 "' ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z go D -- SC • < E t::: 3?-"0 CD 0 < "' C-8728-2 Gi ;i " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~N PLANS PREPARED BY: REVIEWED: DETAILS FOR CONCRETE IMPROVEMENTS ~! 3!1 lECHNOLo~;;:~·c!lEs!~ iJ... . . C\ . NEWPORT COAST DRIVE AND BALBOA ~ 0 (949) 923-Booo m ~ (}___,,4,;.... ~ ii'. (949) 923-6121 FAX BOULEVARD PAVEMENT REHABILITATION i!: :g BEN DAVIS RCE 82033 r,;; ()stantec ASSOCIATE CIVIL ENGINEER f-----------------------~---------1 ~ ;;i DESIGNED: DRAWN: R 7024 s "0 JEFFREY W. WILKERSON 10/05/22 DML/VP CAC/AEC CITY OF NEWPORT BEACH --lie~ UNDER THE SUPERVISION OF: I I r----------< D '-. R.C.E. 63466 CHECKED: DA TIE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q 05 22 PUBLIC WORKS DEPARTMENT SHEET 30 OF 43 !!c ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l._ __ 1~Df0~5lJl:2~2L_::_·_L_:~::____J_::_::=:::__:,:..:::_:_:::,_:_:::_:_:_::::.:::_:_::_ __________ _J__:_::_:_:_:_::_=:_i::_:_:_::::=:=======:...L---------------------_J__::_::::_:,~~_::_~~J~~ EAST COAST HIGHWAY I I I EX. CITY OF\ I NEWPORT BEACH R /W ~ EX. CITY OF NEWPORT BEACH R/W (14' (I ') (I ') (I ') I ) 11') (II') (12') 6' 5 ( ') 104 ~ LTl 101 8+00 + I .,,jrn"' t II II (12') (12' fl2') (I I') (I I') 12.5') 6' I I I I 11 ' EAST COAST HIGHWAY --• -'6 ---~~ ---7-~ -a J.. -~~ ---- I i=w i:::::w _J Cl _J Cl x< x< <( u <C u u-u--c::: ...__ 0:: "' et: "' et: 0 ....... <C ....i-<( ~ c::: rn c::: rn u :9 "' ~ en :::, u EX. CAL TRANS R /W ' _J < z "' '-" I I" \al ' E 0 < w :,: ;;r:. 101 - ---------- ----. ---- ~ :,: f-en < 0 8 -I "' 0 (I) .. ~~ ----• ----~~~ ---~ ':k '&~ ID~ ~ u w w et: t::: "' ~ en :::, u ADVANCED DETECTOR LOOP RELOCATION NOTES: 1. LOCATE AND PROTECT ALL EXISTING UTILITIES [REFER TO STREET IMPROVEMENT PLANS FOR EXISTING UTILITIES IN THE ~CINITYl. 2. CONDUIT SHALL BE INSTALLED BY DIRECT BORE METHOD. TRENCHING MAY BE ALLOWED AT THE CITY'S DISCRETION. EACH IMPACTED SIDEWALK PANEL SHALL BE FULLY REPLACED. 3. CONDUIT SHALL BE INSTALLED BETWEEN NEW NO. 5 PULL BOX ADJACENT TO ADVANCED LOOPS AND CONNECT TO EXISTING TRAFFIC SIGNAL PULL BOX WHERE EXISTING LOOPS CONNECT TO. 4. THE NEW DLCs SHALL BE PULLED AND CONNECTED TO EXISTING CONTROLLER. • "' "' "' ~ :,: f-en < 0 8 -I "' 0 ~ 12 • RM r---1--= ... 8 "' ' z ~ f- 119 ------- - r--"' EX. R/W = ,.,. '!:::! ~ cc "' '!:::! ~ ,.._ '!:,! 11+00 - ,.., -• • ~ --; -,,, -1o EX. R/W ' '-" z <" 45' RECORD DRAWINGS These Recor d Drawings have been prep ared based on th e best available informa t ion. While th is information is believed to be reliable, Ci ty of Newport Beach is not responsib le for its accurac y. n or the errors or om issions wh ich m oy or may not have been Incorporat e d in to th ese plans. "' <O "' 116 " -- ~ "' [Il z ' 0 w ~ 6 ~ -I N et: --• cc "' ... ui [L 0 0 _J ......._ ......._ 8 "' X j :;- "' I SIGN LEGEND: ------ ------ rt ONLY ONLY ONLY ONLY R61-34(CA)(MOD) CAUTION WATER UTILITIES BEFORE WORKING IN THIS VICINITY CALL LAGUtu. BEACH COUNTY WATER DISTRICT (949) 494-1041 STATION NO. CUSTOM (LBCWD UTILITIES) II NEWPORT BEACH-+11 D1-2 (NEWPORT BEACH RT» II+-LAGUNA BEACH II D1-2 (LT LAGUNA BEACH)) II COAST HIGHWAY 11 D3-1 (COAST HWY) CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "A" ON SHEET 43 AND CALTRANS STD. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDEl @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B . @ INSTALL THERMOPLASTIC B" BROKEN WHITE LANE DROP LINE PER CALTRANS STD. PLAN A20C, DETAIL 37B. @ INSTALL THERMOPLASTIC B" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC B" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. (@) INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45· DIAGONAL LINE AT 40' SPACING. @ INSTALL THERMOPLASTIC B" SOLID WHITE 45· CHEVRONS AND DIAGONALS ADJACENT TO MEDIAN ISLAND AT 25' SPACING. @ INSTALL STORM DRAIN INLET STRIPING PER DETAIL "G" ON SHEET 43. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL SIGN AND POST PER MEDIAN NOSE TREATMENT DETAIL "C" ON SHEET 43. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH STD. PLAN NO. 902. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. NEWPORT COAST DRIVE CRYSTAL COVE ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. STATE PARK 1/4 MILE D7-1 (CRYSTAL COVE) SIGNING AND STRIPING GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIAL PRO~SIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOKl, 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2018, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DE~CES (CA MUTCDl, DA TED JANUARY 2014 (REVISION 6), THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. R D1-2(NEWPORT BEACH RTl(L T LAGUNA BEACH) 2. THE 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. .0 CX) I "' et: • -- ;::: ""' et: 0 > - -- ;::: _J > ' >-_J z p 101 "' r--ro • z et: i:! • _ 45•_ r--r--r--"' N "' CX) CX) ... • f- CX) "-w CX) _J ... • 45.' 129 ' f-:,: '-" ct: --' 0 r--"' "' "' EX. R/W ... "' "' 10 10 116 - .. EX. R/W ui "' "' I I [L "' \al 0 3: 0 _J !'.l w > 0 u _J < f-en >-"' ... 8 "' -"' I 116 r--D - ' ' _J 0 < < z w '-" :,: I" ;;r:. [L ~ 119 R <( i= 8 ll:: ->-CX) _J et:>< <( u o5 N ct: - - 0 0 ,,, ......._ ......._ ......._ ------ ......._ ......._ ------ ------- 3. 4. 5. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. MATERIALS SHALL COMPLY WITH SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BE APPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HAS BEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LONGER THAN 15 DAYS. THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mill TO 2.0mm (80 mill THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMIT LINES WHICH SHALL BE 2.5mm (I 00 mill TO 3.0mm (120 mill THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD. SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 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. SEE CITY STANDARD DRAWING NO 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WATERBLASTING. 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 CAL TRANS TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE. PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NO. 923. 10. R8HCAl SIGNS TO BE 12"x5". 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD DRA\'i1NG NO. 902 . 12. 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 \'i1TH A NEW SIGN OF THE SAME TYPE AND DIMENSIONS. 13. 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. 14. REMOVE ALL UNUSED SIGN BRACKETS/MOUNTING HARDWARE FROM STREET LIGHT AND TRAFFIC SIGNAL POLES. 15. SIGN NB349 SHALL BE PER CITY STANDARD DRAWING NO 925. GRAPHIC SCALE ~ .., vi 8 ~ gi "' '.!!- ~ t; ~I w~ , . D • "£ NEWPORT COAST DRIVE 40 0 40 120 o.~ z g' D ·-SC • < E t::: 3?-"D CD 0 SCALE: 1" = 40' C-8728-2 < "' :,: D w "' " "' ~----------------~-------~---------~-~---~------------------~---~--------~-------------------------------,~N PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~! 38 lECHN0L0GY DRIVE, SlE f.100 !!/ ,; (94~;::~-~~0~2: ,yt-;':~;s; ~~ ~ NEWPORT COAST DRIVE AND BALBOA ~ :1 (949) 923-6121 FAX _ -1:;:c,-~---BOULEVARD PAVEMENT REHABILITATION i!: ,...0 -ANTONY BRINE RCE 45521 No. o~~~i15 CITY TRAFFIC ENGINEER f---N_E_W_P_O_R_T_C_O_A_S_T_D_R_IV_E_:_E_A_S_T_C_O_A_S_T_H_IG_H_W_A_Y~T_O_S_T_A_. _2_4_+_0_0---1 ~ ~ DAVID M. LEW 10/05/22 DESIGNE~~L/VP □RAWN2Ac/AEC CITY OF NEWPORT BEACH R-7024-S ~ ~ ()stantec UNDER THE SUPERVISION OF: R.C.E. C88915 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q /05/22 PUBLIC WORKS DEPARTMENT t---SH-EE_T_3_1_D_F_4_3 ---< ~ ~ L _______________________________________________ _l ________________ __J_ ________ __L __ _:J~W~WL_~10~0~5~2~2L~·1__::=:__1_::..=.:::_:::_::::..:__:~..:::..:_=~----------__L~..:::..:_.::::_J~=========:.l_ ____________________ _1_..:::_:.:~~__'_:__:::-::~~~ SOUTH LICAN HILL ROAD SOUTH ;::: I!: ;::: -f-"' <( -..i r----u 0,:.: --<( <( I I -. . ... u uU ... <C I 0, ~ "' "' :=: ;::: a5 "' "' z <C <C ID CO CON f-z "' "' "' (VARIES) 116 0 g . 0 ■ + =- T"" "q' - C') C\I "' ... ... -• .... <C ,_, w .... w Cl) • 26+00 (11 LOOPS) J: w 101 IV(L T) °N en z ,_, .. w-w _. "' - en o <C . "' r--- 11~ .... •• <C :E 113 "' <C . co 0 <C <C co "' "' ;::: 0 "' "' -f-• ---' X <( u u5 co N "' CUSTOM(NO CONST. ACCESS/DELIVERIES> • ---' <( 13 r -- -/----- .. -- 109 "' x C> w z I 0. z ~ 0 ..., VJ 11 <C I 101 101 ;::: """ ---' 0 > - TUSCANY -- • l_ • "' "' 0. I ..,_ 0 "' "' f-;<, ID r z TUSCANY RECORD DRAWINGS These Record Draw in g s hove b ee n prepared based on t he best ova il able in formo tion . Whil e t his inform at ion is believed t o be re liable, City of Newport Be ach is not respon sible for its ac curacy, nor th e errors or omission s which m ay or m ay not hove been Incorpo rat ed int o t hese plans . -- • ---' <( z C> r ;::: "' > • Cl <( w :r: <( • 0 "' 0 "' ;::: I!: ~ X <( u 00 N "' RM -- -- "' 0, co co r---r--- • "' <C .... ..,_ ;::: "' > . ;;; N . ;;; N -0 0 -"' "' ;,: "' "' 113 ;::: ... "' 0 I 0 > 0 .... N "' N E -- 101 IV(LTI 101 IV(LTl ,_, °N 28+00 ,_, - - EX. R/W 116 116 119 "' 0, "' 29+00 • ■ I ■ 0 0 "' "' "' "' . "' NEWPORT COAST DRIVE - 0, ;,: M "' -I~ ~-~~ ::;; u iii 00 N "' • .. • EX. R/W NEWPORT COAST DRIVE • 30+00 RM "' I ~ .. ----- -- -IV(LTl 101 ----- -- ____ , -- ... J- "" "' 0. <C i'= N 475' X-WALK- 1+00 ------- -- ----- 0 0 -- ■ ;::: "' -f----' _x <( <( u u ---co CON "' "' - - 6 !B "' -..,_ I "' N ID "" z - • r--- .J., "" 0 0 - 113 116 "' "' "' "' • Cl <( w :,: <( • 101 co "' 0, 0, "' 0 0 &, 3: C') 0 . _. <C w .,_m • Cl) .... W LL ,_, ~ ~ -_. -~ J: w -j--,+---t (.) w i en 113 ;::: -0, "" N > CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LIEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS SlD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "A" ON SHEET 43 AND CALTRANS SlD. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 12" SOLID WHITIE CROSSWALK PER CALTRANS SlD. PLAN A24F, BASIC TYPE (~DTIH MEASURED INSIDE TO INSIDE) @ INSTALL THERMOPLASTIC 6" SOLID WHITIE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS SlD. PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTIER LINE PER CALTRANS SlD. PLAN A20A, DETAIL 22. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS sm. PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC 8" SOLID WHITIE CHANNELIZING LINE PER CALTRANS SlD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" SOLID WHITIE BIKE LANE LINE PER CALTRANS SlD. PLAN A20D, DETAIL 39. (@) INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS SlD. PLAN A20D, DETAIL 39A . @ INSTALL THERMOPLASTIC 6" SOLID WHITIE 45· DIAGONAL LINE AT 40' SPACING. @ FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTING CONTROLLER CABINET. FURNISH AND PULL NEW BIKE LOOP DETIECTOR LEAD-IN CABLE (LENGTH PER PLAN) TO EXISTING CONTROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. @ INSTALL STORM DRAIN INLET STRIPING PER DETAIL "G" ON SHEET 43. @ REMOVE EXISTING POST (IF PRESENTI AND INSTALL SIGN AND POST PER MEDIAN NOSE TREATMENT DETAIL "C" ON SHEET 43. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH STD. PLAN NO. 902. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. fill RELOCATE EXISTING SIGN OF TYPE INDICATIED ON EXISTING POST, EXISTING STREET LIGHT, EXISTING TRAFFIC SIGNAL POLE, OR NEW POST WHERE INDICA TIED. REMOVE EXISTING SIGN POST IF NO LONGER IN USE. [iill REMOVE EXISTING SIGN OF TYPE INDICA TIED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. SIGN LEGEND: 40 NO CONSTRUCTION ACCESS NO DELIVERIES CUSTOM (NO CONST. ACCESS/ DELIVERIES) CUSTOM (BIKE SPEEDl GRAPHIC SCALE 0 40 SCALE: 1" = 40' 120 "' • "U ui N 8 ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ~INSPREPAREDliY-°-----------,---------,---------,-,----,-------------------,---~==~--------,------------------------=::....::...:.-==-=-~"W I PLANS PREPARED BY: REVIEWED: !z ~ SIGNING AND STRIPING PLAN \\:3 ()stantec UNDER THE SUPERVISION OF: 38 lECHN0L0GY DRIVE. S1£ f.100 IR"1NE, CA 92618 (949) 923-Booo m (949) 923-6121 FAX !!i,; NEWPORT COAST DRIVE AND BALBOA rf !!i :! ANTONY BRINE RCE 45521 BOULEVARD PAVEMENT REHABILITATION !!:gi CITY TRAFFIC ENGINEER NEWPORT COAST DRIVE: STA. 24+00 TO STA. 41+00 in :li DESIGNED: DRAWN: f----------------------=,.:....::_:___::_::__ __ --1 8 := DAv1D M. LEw 10/os/22 DML/VP DATIE, cAc/AEC c1Tv oF NEWPORT BEACH f--R_-_1_0_24_-_s____, ~t ~-------------------------------------------_l_R_.c_.E_._c 8_8_91_5 ___________ _j_ _______ _j_cH_E_cK_E_D:~J~W~WL__1_1~0/~0~5/~2~2_N□~-_1__::D~A~TE:__cD~ES~C~Rl~PTl~O~N~O~F~R~EV~IS~IO~NS::_ _________ LA~P~PR=O~VE=D~D~A~TE~:==1=0=/=0=5=/=2=2==-J----~P~U~B~L:l=C~W~O=-:R~K=S~D~E:P~A~R~T~M=E~N~T---_l_~SH~E~ET~3~2:....'.'.'.□F_::4~3~~~ -I z ---- f-0:: > " <O PROVENCE CL CL 0 f-8 (/) z (/) 0 z u 0 <( u w <( • (Il w ...J c.o (Il <( z c.o z c.o I z Vi (/) I :5 <fl <( 101 "-...J :::, u. 8 :::, 0 (/) f-:::, <fl u :::, -~ u • ------ ----• ---- ---- ---------- s 0 ~ e; -I <O 0:: ,..., I m 0:: (10 LOOPS) ,..., I ~ E -- -- - RECORD DRAWINGS I N :::, 0 < u <O N 0:: -- - - - - These Record Draw ings hove been prepared based on t he best ova il able in formotion. Wh il e t his inform at ion is believed t o be re liable, City of Newport Beach is not re sponsible for its accuracy, nor th e errors or omissions which m ay or may not hove been Incorporat ed into these plans. - -ro - ----- ,..., ♦ 44+00 • - .. -..,_ ..,. ..,_ ..,. 00 ,..., "' "' <O <O - - m -.... 0 N .... "' ..,_ <O 0 ..,_ <O ----- C'\ - £l --------- ------_I-EX. R/W _____ -------- 45+o~IV(LTl .. - • p I • • • I • - - NEWPORT COAST DRIVE eO 0:: ii5 0. "' (X) ,..., <O I >-N <O (X) .... ~ f-"' m m m - - -- '6'!"00 -- -- 0 -- --• -- -----I ::.:::...------ ----- EX. R/W 12 ------- 5r~oo 6 -., ----- 100 ~OOPS) --------= -- ~ 0 116 0 .• .. -- -- - - - ---;r, 0 -• CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "A" ON SHEET 43 AND CALTRANS STD. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STD. PLAN A24F, BASIC TYPE (WIDTIH MEASURED INSIDE TO INSIDEl @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38B . @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE EXTENSION PER CAL TRANS STD. PLAN A20D, DETAIL 40 . @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45· DIAGONAL LINE AT 40' SPACING. @ FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTING CONTROLLER CABINET. FURNISH AND PULL NEW BIKE LOOP DETECTOR LEAD-IN CABLE (LENGTH PER PLAN) TO EXISTING CONTROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. @ INSTALL STORM DRAIN INLET STRIPING PER DETAIL "G" ON SHEET 43. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL SIGN AND POST PER MEDIAN NOSE TREATMENT DETAIL "C" ON SHEET 43. (@) INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH STD. PLAN NO. 902. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. fill RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, EXISTING STREET LIGHT, EXISTING TRAFFIC SIGNAL POLE, OR NEW POST WHERE INDICATED. REMOVE EXISTING SIGN POST IF NO LONGER IN USE. ffi:"j REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. SIGN LEGEND: CUSTOM (BIKE SPEED) <Bil R6-1 (RTl(MODl PREPARE TO STOP WHEN FLASHING -CUSTOM (FLASHING BEACON STOPl EX. R/W i7i 0 u z <( ~ i!l d :::, eO Ile: ~ X <( u ii5 N 0:: ..,_ "' .... 5 "' 0 "' " <O 0 "' D LOS TRANCOS CANYON VIEW PARKING LOT A LOS TRANCOS \llilJI CANYON VIEW PARK CUSTOM (LOS TRANCOSl GRAPHIC SCALE "' • "U ui "' 8 ~ gi "' '.!!- ~ t; ~, w~ , . 8 <fl :::, u NEWPORT COAST DRIVE 40 0 40 120 D • "£ o.~ z g' D ·-I= • < E t::: 3?-SCALE: 1" = 40' C-8728-2 "0 CD 0 < "' :,: D w "' " "' ~----------------~-------~---------~-~---~------------------~---~--------~--------------------------------,~N PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~! 38 lECHN0L0GY DRIVE, SlE f.100 !!/ ,; (94~;::~-~~0~2: ,yt-;':~;s; ~~ ~ NEWPORT COAST DRIVE AND BALBOA ~ :1 (949) 923-6121 FAX _ J.:;:c,-~---BOULEVARD PAVEMENT REHABILITATION i!: "'., • ANTONY BRINE RCE 45521 No. o~~~i15 CITY TRAFFIC ENGINEER f-----N_E_W_P_O_R_T_C_O_A_S_T_D_R_IV_E_:_S_T_A_. 4_1 +_0_0_T_O_S~T_A_. _6_0_+_00 ___ --1 ~ ~ DAVID M. LEW 10/05/22 DESIGNE~~L/VP DRAWN2Ac/AEC CITY OF NEWPORT BEACH R-7024-S ~ ~ ()stantec UNDER THE SUPERVISION OF: R.C.E. C88915 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q /05/22 PUBLIC WORKS DEPARTMENT t--SH-EE_T_3_3 _0_F_4_3 -< ~ ~ L _______________________________________________ _l ________________ _l ________ _L __ _:J~W~WL_~10~0~5~2~2L~·1__::=:__1_::.=.:::_:::_::::_:__:~.:::_:_=~----------_L~_:.::_:.::::_J~=========:...L--------------------_l_=~~~:__:::-::~~~ 0 ~ f:s i (I)!# flJ ::i (I)~ ,_ §· • 0 -• •• Q •• " -.. a - • mj_ -"' "' ... :'!: - ,.,, 62+t)O-- • ~ >- 119 0 "' N 0 63+00 i=: "' 00 I ~ "' 0 0 -"' 0 0 -CL ... <O ~ C7> C7> C7> C7> • 64+00 ---+--- ■ ,.__ 0 0 "' ,.__ "' 0 0 0 e 0 0 0 -N C7> C7> -N C7> C7> 65+00 ---en I-<(<(~ ~ ~ ~,.,, I-.-.-(D ....JIXl CXJZ ::,,:: a::: a::: <( u X V, 00 N "' .. 66+00 EX. R/W NEWPORT COAST DRIVE -0 0 0 116 -<O N "' 0 67+00 " 0 • 68+00 I- e "' ... ... • "' C7> 69+00 "' -I - M "' I ~ = -"' -- _1_ __ ,:-... ... ,:- "' N ,:-... :'!: "' - - - ,.,, ,.,, - - "' 5 w w CL V, w "' i!i ::e f2 V, => u "' "' i=: ~ >- ;;;;/ <( u 00 N "' 0 0 + 0 I'-- • <C I-(/) w z -...J :::c (.) I- <C :E 0 0 + ~ 0 ...J w m I-u. w ...J w w (/) 0 IO CX) ('I) CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "A" ON SHEET 43 AND CALTRANS SID. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS SID. PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS SID. PLAN A20D, DETAIL 39. (@) INSTALL THERMOPLASTIC 6" SOLID WHITE 45· DIAGONAL LINE AT 40' SPACING. @ INSTALL STORM DRAIN INLET STRIPING PER DETAIL "G" ON SHEET 43. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH SID. PLAN NO. 902. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT . [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED . ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. SIGN LEGEND: CUSTOM (BIKE SPEED) 0 0 w + >0 0 i-,.. m . <C <C I-I-(/) - "' "' C7> "' 71+00 "' ~ 72+00 r====::m r =~==~·=~::====~====-~~=--=::~·---~~=-~~~~=-~-===~~:..J <1-73+00 74+00 75+00 76+00 77+00 79+ I-W ---+ -------1-------II (/) W ,.,, • 78+00 w - :::c w S2 z a: ::::i ,.,, " ~-------~~--------~----===========~======~============~=~====~======d w:::C ® e zcn -I ,.,, w :::c w (.) (/) 1- • ,:--... :'!: - ,:- • "' .. ,:-... :'!: - - "' "' "' -...J w :::c w (.) (/) I- <C :E -L__ _ _____,,"-+---___ __o_j_L__ ________ ----1 <C a------;f--------F--~~-----+------+-----------f--+-~-,'-------'----,''--'--------,,-------1------------------------l..--~~------e--------1 :E -• • ~ 119 t "' 1'i RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ova il abl e in formotion . Whil e th is informat ion is believed t o be re liable, City of Newport Be ach is not responsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. 0 0 0 0 0 0 0 0 0 -- EX. R/W 116 . ~ <D "' >- NEWPORT COAST DRIVE 40 GRAPHIC SCALE 0 40 SCALE: 1" = 40' 120 "' • "U ui .... 8 ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ,;;;-;~==;;-;;:-;:-------------,---------,---------,----,------,-------------------,---,::c:::-=:=::--------,---------------------------____j°'W PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~ ~ 38 lECHN0L0GY DRIVE, SlE f.100 ~ ~ IR'.1N[, CA 92618 ~1OM.(._s; ~~~ NEWPORT COAST DRIVE AND BALBOA ~ )!:!( !~~=!~~~ :X ~<!JI}~~/ ---BOULEVARD PAVEMENT REHABILITATION i ~ ANTONY BRINE RCE 45521 • No. C88915 >-•• . 09/30 CITY TRAFFIC ENGINEER NEWPORT COAST DRIVE: STA. 60+00 TO STA. 80+00 "':ll DESIGNED: DRAWN: 1---------------------,---------.j 8 := ()stantec UNDER THE SUPERVISION OF: DAv10 M. LEw 10/os/22 DML/VP cAc/AEC c1Tv oF NEWPORT BEACH f--R_-_1_0_24_-_s____, ~~ L_ ___________________________________________ _l_R_.c_.E_._cs_B_91_5 ___________ J_ _______ J_cH_E_cK_E_D:~J~W~WLD_A_TE~:1~0/~0~5/~2~2 __ N0~._1___::D~A~TE:___cD~ES~C~Rl~PTl~O~N~O~F~R~EV~IS~IO~NS::_ _________ LA~P~PR~O~VE=D~D~A~TE~:==1=0=/=0=5=/=2=2==-J----~P~U~B~L~l~C~W~O.::..:_R~K~S~D~E~P~A~R~T~M=E~N~T---_l_~SH=E~ET~3~4~oF__:4~3~ti <Xl "' <Xl "' ,,., ,,., <O "' "' 129 <O N 50' 0 -. + ~ 0 0 0 0 "'" 0 0 PELICAN HILL ROAD NORTH \ \ \ \ \ • (11 LbOPS) 50' '....1--1- ® 1 L~O~Sl • :r: -I 109 -I z N ~ to en i== "' (l_ _J §0,-ffi !e I I r-- OJ • I I \ OCEAN RIDGE DRIVE RECORD DRAWINGS 116 r-- OJ 0 0 "' "' These Record Draw ings hove bee n prepared based on t he best ova il abl e in formotion . Whil e th is informat ion is believed t o be re liable, City of Newport Be ach is not responsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. E "' I ~ 113 ---- -- 'io 0 0 0 "' "' ~ 0 0 0 0 0 0 0 0 0 0 0 0 "'" - EX. R/W EX. R/W 101 • • _J 0 <( <( z w "' :r: !fl :< / / / / / / / / / / / I- F Q;: "'" _J :;;, ~ "' CD z ® ~ ..-..,. -I <Xl - ~ ..-::,; ~ - a !e -I N "' = --"' - ,,., ,,., - -"' = 0, ..,. "' CD z 0 N "' "' <Xl □• 0 0 0 + 3: 0) <X) 0 • ...J c( w I-m "' I-w L1. z w -...J ...J J: w 0 w I-en c( ::E CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "A" ON SHEET 43 AND CALTRANS STD. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTIRANS STD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE) @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22 . @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45· DIAGONAL LINE AT 40' SPACING. @ FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTING CONTROLLER CABINET. FURNISH AND PULL NEW BIKE LOOP DETECTOR LEAD-IN CABLE (LENGTH PER PLAN) TO EXISTING CONTIROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL SIGN AND POST PER MEDIAN NOSE TIREATMENT DETAIL "C" ON SHEET 43. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH STD. PLAN NO. 902. '--------------,IRL -------------------~ u o5 DISPOSITION NOTES 0 I "' w N "' [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STIREET LIGHT. NEWPORT COAST DRIVE [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. fill RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, EXISTING STREET LIGHT, EXISTING TRAFFIC SIGNAL POLE, OR NEW POST WHERE INDICATED. REMOVE EXISTING SIGN POST IF NO LONGER IN USE. z "' ::::, "'" -"'" 0 :r: ~(!) <(-u e; -::,;e N 0 F --N r "' 0, 0, N "' I <n > 0, 0, ;::: ;::: st-::, N N 3' u 101 113 116 - -- 0 0, !e ...-"' N "' "' 00 00 0 CD r--r--r--I z N "' F "' 0 > 0 94+00 • " 0 10 ~ F 0 0 _J r--"'" > ...- I ...- "' EX. 475' T X-WALK-• .. • -· (3 LOOPS> 10 - o, • 0 <( 0.: w <O <O :r: >-:;: :;: :< "'" 101 R/W 0 0 0 ----- ------ 0 EX. R/W ® -- • _J <( z "' !(l 101 -- 0 0 0 - -- ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. SIGN LEGEND: RIGHT TURN CUSTOM (RIGHT TURNl GRAPHIC SCALE "' • "U ui "' 8 ~ gi "' NEWPORT COAST DRIVE 40 0 40 120 '.!!, ~ t; ~, SCALE: 1" = 40' w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ,;;;-;~==;;-;;:-;:-------------,---------,-----------,----,-------,-------------------,---,::c:::-=:=::---------,---------------------------___j°'W PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~ ~ 38 lECHN0L0GY DRIVE, SlE #200 ~ ~ (94~;::~-~~0~2: ,yt-;':~;s; ~~ ~ NEWPORT COAST DRIVE AND BALBOA ~ :1 (949) 923-6121 FAX _ /.;/·-----BOULEVARD PAVEMENT REHABILITATION i!: ~ ANTONY BRINE RCE 45521 • , No. C88915 >-.. . 09/30 CITY TRAFFIC ENGINEER NEWPORT COAST DRIVE: STA. 80+00 TO STA. 99+00 "'fil DESIGNED: DRAWN: 1---------------------,--------j 8 := ()stantec UNDER THE SUPERVISION OF: DAv1D M. LEw 10/os/22 DML/VP cAc/AEC c1Tv oF NEWPORT BEACH f--R_-_1_0_24_-_s____, ~~ L_ ___________________________________________ _LR_.c_.E_._cB_B_91_5 ___________ __l.._ _______ __l.._cH_E_cK_E_D:~J~W~WLD_A_TE~:1~0/~0~5/~2~2 __ N0~._1__::D~A~TE __ __LD~ES~C~Rl~PTl~O~N~O~F~R~EV~IS~IO~NS::_ _________ LA~P~PR~O~VE=D~D~A~TE~:==1=0=/=0=5=/=2=2==-J----~P~U~B~L~l~C~W~O.::..:_R~K~S~D~E~P~A~R~T~M=E~N~T ___ _l_~SH=E~ET~3~5~0F___:4~3~ti N N N N !f! !f! !f! !f! a. a. a. a_ ...-I"") ..-I"') .-1"'1 ..-1"'1 I I I I I I I I ~~ ~~ ~~ ~~ qJ ~ qJ RM ' ' 0 I l J D , l ) ' '\ l l 1 LI l l --0 ¼l) --0 -- 1= --+ -·;: ;,,\ -~ :.,. .. -~c..} , " I 0 ~ . \ -' l ' ., ·-' ---l ~ --• ---0 0 ct . .,., ~; , --- 'w ' 0 -" .&\ -IE" J ---w r ' --m~, . .,., -----' "I l l -----, ) --~ - \.U ~ -. ;,,\ l ) "--. '-, ::!: --@ -'Mo ~-.. ~ l -0 a_ >-~-f- 129 I ~ . co f-9 ~ 1 I -, ... -, . "' N m <D a. 5 5 0 0 ~ 0 0 ----1 11 11 /.EX. R/W I I I , I I I 0 l l I 0 I I -l l I. 0 / 0 0 0 u -.. • , , £ ) ' l , ., L ' l ' I l r ---------0-I , r )=-1' ' {-} ~ ' -e : ,,., }-) -r ' ~ I '--• 1 I ' ~ .. -J , ' r ' .. • .; (.)I ,-' .. .. ., , ' ' c ·-.1 -{ ,. F-··· -• --I ------, , , --. I{ } l ) " I f. } i } .,~ ~"\. l } • { l .,{ }1" { l { } {)()(){) I I I A / C l / ~~ ~~ I \_EX. R/W RM ;:o DO 0, N "' 11:: co co 0, 0, "' 0, 0, 0, f-_J X <( CJ V, o5 N "" NEWPORT COAST DRIVE "' 0 0 0 I a. <D 0 0 0 co ~ "' 0 0 0 /EX. R/W ' ; 99 99 I / I I -, -, 1 / I ~ /-. n I -I ----- ,._,rJ .., IE)~ - ' - --• -------a-; -I 0 I ~ i <"" ,. :c: -<"" "" ::!: --"' ..., --. - --<"" • -; - 0 • ,-- <"" "' - ,. -..., ---:,:, ,., ----;.... hj ' ,_ en LU ~ :E 0 ,_ i CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "A" ON SHEET 43 AND CALTRANS STD. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45" DIAGONAL LINE AT 40' SPACING . @ INSTALL STORM DRAIN INLET STRIPING PER DETAIL "G" ON SHEET 43. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH STD. PLAN NO. 902. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. 0 0 w + >c» 0~ m . c( c( -I l I\ 1. 0 ~ 0 £ J £ ]1'7! • -I ( 1{llJ.lJ l l • • 0 ' J l I l J £ /I 0 0 .o .f ' y ( ) l I II '\. ·1 I I ) ' ) ·' ) ' J ' l 0 0 .. ' ' ) ( ·' ' l 0 0 + I-I-en <"" "" ::!: - "' • -.J -"' --- -- --• ''.:;. - , ~ , I ----• ---- 451.2' . ' ·~' J: w !:2z cc - -+ ,,, --(=')·••c 'f:r , ,,.~ ,.., I. l --e \_ f \. 1 -II. __ ./ '----..J' I. ll l ~Qi ......, ~ -f_}-•- ;.,-, .. ., <"" ----- ...J w J: v ::!: --• ----~ -hj - = • , J WO en i--< ::E \. ) // { ) 0000 I { ) 01,( ) • I I ~ ~ ~ 0, f-<O N RECORD DRAWINGS These Record Drawings ho ve bee n prepared based on t he best ova il abl e in formotion . Wh il e th is inform at ion is believed t o be re liable, City of Newport Be ach is not re spon sible for its accuracy, nor th e errors or om issions which m ay or m ay not hove been Incorporat ed into these plans . ., -- • -- • ' { ) ·y....u { ) I ~ J , , , , ~ ---.-.. ----- • • ------- . ~-u r ' .. ' : ,',> ' -r , r} ~-)-( I----...... -11. . .111._ ' -,.. 1 .. ------;= - • ------I -I • , , , , , ■ ' f ' ) ■ I I 0 ~"., 00 /{lC /l { ) I I I I { ) ,CJ -\..,Y/ ■ I I I I I I / \_EX. R/W @ @ @~ ~~ @ ~ <D 0 0 0 "' 0 0 0 f-<D 0 0 0 --- NEWPORT COAST DRIVE --- --- ;._ . ,.. ...... .,.. ' ,-~ 1-{J J ' -,.... -l.ll.ll.....,. ~ -- ., ~ 45' --'""" ~ ---~ ""' / ll0"'{1 /t { / •/ ( cb 101 @ • • ;:o "' _J 0 "" I <C <C -~ f-z w _J '-" :r: "" ,,, ;;r:. <C CJ o5 N "" "' • .. -_ .J -,... ~ "' v v -<"" -"' -;.,-, "' I' ' r ,. r :;,. --0 -II. .. .# 11. __ ./ .. -- .sE .. ;.,-, <"" v - /~ v --- -c... hj ,, = • t l l s: u \._} - - - - - - { ) ~ ...... T'"" Cl) <C I-I-w enw w J: z en -w ...J w oen l-e( ::E 40 GRAPHIC SCALE 0 40 SCALE: 1" = 40' 120 "' • .., ui "' 8 ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ,;;;-;~==;;-;;:-;:-------------,---------,---------,---,----,-------------------,---,::c:::-=:=::-------,-----------------------------j""' PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~ ~ 38 lECHN0L0GY DRIVE, S1£ f.100 ~ ~ (94~;::~-~~0~2: ,yt-;':~;s; ._,.,q..~ ~ NEWPORT COAST DRIVE AND BALBOA ~ :1 (949) 923-6121 FAX _ -1-;;:c,-----BOULEVARD PAVEMENT REHABILITATION i!: £1 No. C88915 ANTONY BRINE RCE 45521 , . 09/30 CITY TRAFFIC ENGINEER NEWPORT COAST DRIVE: STA. 99+00 TO STA. 119+00 in !g DESIGNED: DRAWN: 1---------------------,-------...j 8 := ()stantec UNDER THE SUPERVISION OF: DAv1D M. LEw 10/os/22 DML/VP cAc/AEC c1Tv oF NEWPORT BEACH f--R_-_1_0_24_-_s__, ~~ L_ ___________________________________________ _l_R_.c_.E_._cs_B_9,_5 ___________ J_ _______ J_cH_E_cK_E_D:~J~W~WLD_A_TE~:1~0/~0~5/~2~2 __ N0~·_1.__::D~A~TE __ ...i.::D~ES~C~Rl~PTl~O~N~O~F~R~EV~IS~IO~NS::_ _________ LA~P~PR~O~VE=D~D~A~TE~:==1=0=/=0=5=/=2=2==..J----~P~U~B~L~l~C~W~O.::..:...R~K~S~D~E~P~A~R~T~M=E~N~T---_L~SH=E~ET~3~6~oF_:4~3~ti 0 0 + ,., 0) co ..... r ::: t') ..... .... ('I) :::!: • -I-< r N w I-"' "' -w Cl) :::c -Cl) w "' z w -...J -w :::c r .... ..... "' F Ile >-_, X <( u X (/) 00 N a:: RM EX. R/W 0 ., 4 7 5 """'ffl"' 6 ~ -I N a:: .. m III m m IV(LTl@- ..,.. = "' Cl) 0 .... X-WALK ..... "' I ----I-= < r :E -- 100 ui o_ 0 0 "' ..\. (/) _, ~ EX. R/W .... ;;:; m '.;;' "' <C ~----------<RL - - - - - - - - - - - - - - - - -_, C -I :::. w I I I I I I I I I I I I NEWPORT COAST DRIVE 0 0 w + > 0) 0~ m . << I-I-Cl) :::c w ~z a: -...J w :::c wo Cl) I-< :E ~75' TO X-WALK • • □ <( w I ~ ui o_ 0 0 _, ~ E <i: F ~ Ile ->-"' _, 0:: X <( r .... :::!: r N "' - ~ I .... a:: (/) ,., -"' ., -- "' ,.,, ,. 475' TO X-WALK 00 ui 0 "' o_ N 0 0 N ..,. g ' • □ _, <( <( w z "' -:,: "' I r---;;:; ~ en "' m • 3' "' "' 101 E ■ I .. 45' """' .. " I E 20 126 io • N _, 0 m 0 N ;;; X "' <( 0 ~ :,: u SEE SHEET 11 FOR TRAFFIC -(/) u ~ I • IGNAL CONDUIT AND PULL BOX 00 .... N a:: IMPROVEMENTS CONDUIT INSTALLATION a:: C/1 RECORD DRAWINGS These Record Draw ings hove bee n prepared based on t he best ova il abl e in formotion . Whil e th is informat ion is believed t o be re liable, City of Newport Be ach is not re sponsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. F _, r--- > "' □ I ~ 119 • • .... .... .... "' • -- ,.,, "' I ~ E "' "' I E -o_ Im -, C/1 <C ~ 11 0 "' N PACIFIC PINES 10 "iT • <C • I VIST r--- 1 "'JOIN EX. I STRIPING 0 "' 0 "' 0 0 N "' "' "' 113 " RIDGE PARK ROAD • SEE SHEET 11 FOR TRAFFIC SIGNAL CONDUIT AND PULL BOX IMPROVEMENTS CONDUIT INSTALLATION -- 0 0 "' "' - - - - 0 0 0 a F 0 "' "' 0 _, N 2l > r---F :i:: -I a:: -I .,._ -I t>'. -N "' I :::;; a:: ~o • ui F o_ _, 0 > 0 101 ~ 0 _, !9 I I \ 101 F a:: > 0 "' II 0 "' .,., .,., r---r--- • 113 "' r--- I a:: u ..,. --a::--I I ~z I JOIN EX. \ STRIPING \ ~ "' - -0 0 .,., .,., ., 101 r---N "' • "' [j z z o_ 0 fl= ..., (/) r---N "' "' N "' "' N "' "' r--- N "' -----<:: :_:::I_ ~ :::!: ~ .... :::!: r -- "' "b "' - ':,.... t') -"" 0 E "' I ~ 101 ' _, <( z <.!) pi 126 CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC WHITE BIKE SYMBOL AND BIKE ARROW PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "A" ON SHEET 43 AND CALTRANS STD. PLANS A24A AND A24C. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STD. PLAN A24F, BASIC TYPE ('MDTIH MEASURED INSIDE TO INSIDD @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN A20B, DETAIL 29 . (@) INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45' DIAGONAL LINE AT 40' SPACING. @ INSTALL THERMOPLASTIC YELLOW PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC YELLOW LADDER CROSSWALK PER DETAIL "F" ON SHEET 43. @ FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTING CONTROLLER CABINET. FURNISH AND PULL NEW BIKE LOOP DETECTOR LEAD-IN CABLE (LENGTH PER PLAN) TO EXISTING CONTROLLER AND CONNECT NEW LEAD-IN CABLE TO NEW SENSOR UNIT. @ INSTALL STORM DRAIN INLET STRIPING PER DETAIL "G" ON SHEET 43. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL SIGN AND POST PER MEDIAN NOSE TREATMENT DETAIL "C" ON SHEET 43. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH SID. PLAN NO. 902. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. I@ RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, EXISTING STREET LIGHT, EXISTING TRAFFIC SIGNAL POLE, OR NEW POST WHERE INDICATED. REMOVE EXISTING SIGN POST IF NO LONGER IN USE. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED . GRAPHIC SCALE 40 0 40 120 SCALE: 1" = 40' C-8728-2 "' • " ui .... 8 ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-,= • < E t::: 3?-"0 CDC < "' :,: D w "' " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~N PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~! 38 lECHN0L0GY DRIVE, SlE f.100 !!/ ,; (94~;::~-~~0~2: ,yt-;':~;s; ~~ ~ NEWPORT COAST DRIVE AND BALBOA ~ :1 (949) 923-6121 FAX . -!:/·-~---BOULEVARD PAVEMENT REHABILITATION i!: .. 0 • ANTONY BRINE RCE 45521 No.o~~~i15 CITY TRAFFIC ENGINEER f----N_E_W_P_0_R_T_C_0_A_S_T_D_R_IV_E_:_S_T_A_. _11_9_+_0_0_T_0_S_T_A~. _13_6_+_8_0_._8_5 __ -1 ~ ~ DAVID M. LEW 10/05/22 DESIGNE~~L/VP DRAWN2Ac/AEC CITY OF NEWPORT BEACH R-7024-S ~ ~ ()stantec UNDER THE SUPERVISION OF: R.C.E. C88915 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q /05/22 PUBLIC WORKS DEPARTMENT t--SH-EE_T_3_7 _o_F_4_3 --< ~ ~ L __________________________________________________ _l_ _________________ L ________ _l_ ___ ~JW~W!l._ __ 1~DtD~5'll:_2~2L.:::_·_1__:~::__J..::_::=:::__:_:.:::_:_:::__:_:::_::::::.:::_:.::_ __________ _J_.:.::_:..:_:.::_=:.c_:_::::::=:=======:...L _____________________ __1..::_::::.:_~'...'._.::_~~J~~ ---,--- .. ,, .. ,, .. ,. ,, I .. ' MEDINA WAY s z 0 z ct'. ~ .. ,, .. - .. ,, 1 I I , I \ I I 0 0 a "' 0 I I 1 E ' .. .. 1 I I \ .,, .... , ......... - .. .. ' E 10 -I -ct'. \ EX. R/W - EX. R/W RECORD DRAWINGS I I \ --O> D "' These Record Draw in g s hove b ee n prepared based on t he best ova il abl e in formotion . Whil e th is informa t ion is believed t o be re liable, City of Newport Be ach is not re spon sible for its ac curacy, nor th e errors or omissions which m ay or m ay not hove been Incorp orat ed into these plans. \ \ -0 -, 7 ,.. - z 0 "" < u < 0 ,.., ct'. □ I z 0 "" < u < 0 ,.., ct'. -N 1 I \ ,,, ,,,, ,,,, ,,,, ,,,, \EX. R/W I I ,,., .. ,, ........ ,,., I / CORONADO STREET .... ., ...... 1®11 1 1 ~ CD ct'. ::, u C - -- 1 r ---- I I I I I I I I I (15') ' (13') I I ,, fl fl,, ·--0 ., ............... . I I """' ' □ ..__ .. I ' EX. R/W IX) 1 j \ ~ ~EX. R/W 1~ "' - CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN /LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ REMOVE EXISTING POST (IF PRESEND AND INSTALL SIGN AND POST PER MEDIAN NOSE TREATMENT DETAIL ''C" ON SHEET 43. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH STD. PLAN NO. 902. @ INSTALL THERMOPLASTIC WHITE CONTINENTAL CROSSWALK PER DETAIL "E" ON SHEET 43. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, DR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. ~ ANY EXISTING STRIPING OR PAVEMENT MARKING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY WATERBLASTING AND ANY RAISED PAVEMENT MARKERS SHAUL BE REMOVED. SIGN LEGEND: RIGHT TURN ONLY BALB~A BO~LEVA~D El ct'. G'J I I I I I I I I (14') I I I I CUSTOM (RIGHT TURN ONLY) z --' ~ 0... N ,.._ I I -'° 3: 3: 0 0 ::S CD CD < < ct'. ~ u o a (f) U< <e N mo u.J c ...,_ ~~ ~ < E 10 E --·5' CYPRESS STREET 0 >= ct'. N I <O ct'. ~ I j:::: -X et:: ~ c3 / N ~< I I D / <O N ..-, ct'. ct'. ct'. D "' I I I I I I I EX. R/W N ,.._ I I I I I I I N "' • 0... I ~ V' I I I I 0 0 + 0) 0) T"" (') <( 1- 18+00 C/)1-W ---======~~===~=================~ w w :::c zcn 1 I I \ """' D w ct'. x w 0 □ BALBOA BOULEVARD 0 EX. R/W UV lt/f Ult YU UY f'/f 0 -N N E D ~ < Se <C 0 ,.., ct'. r 0 -..J w :::c w o en 1- <C ~ 20 0 NO PARKING Bi~ TO 1U~ w.DAY 4 t SllmS/&lll R30A(CA)(MON) NO PARKING 8.ll'. TO 1U~ WEDNESDAY • • Sllm&l>IIW R30A(CAl(WED) PUBLIC UTILITY VEHICLE OK ._. CUSTOM (UTIL VEHICLE) GRAPHIC SCALE 20 SCALE: 1" = 20' 60 "' • .., ui ., 8 ~ gi "' '.!!- ~ t; ~, w-,. D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ,;;;-;~==;;-;;:-;:-------------,---------,---------,------,------,--------------------,----,::c:::-=:=::--------,-------------------------------j°'W PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~ ~ 38 lECHN0L0GY DRIVE, SlE f.100 ~ ~ (94~;::~-~~0~2: ,yt-;':~;s; ~~ ~ NEWPORT COAST DRIVE AND BALBOA ~ :1 (949) 923-6121 FAX .. -1;;:c,-~---BOULEVARD PAVEMENT REHABILITATION i!: .... ., ANTONY BRINE RCE 45521 No. C88915 >--•• . 09/30 CITY TRAFFIC ENGINEER BALBOA BLVD.: STA. 9+99.05 TO STA. 19+00 "';I DESIGNED: DRAWN: 1---------------------,-------....j 8 := ()stantec UNDER THE SUPERVISION OF: DAv1D M. LEw 10/os/22 DML/VP cAc/AEC cITv oF NEWPORT BEACH f--R_-_1_0_24_-_s____, ~~ L_ ___________________________________________ _l__R_.c_.E_._cs_B_91_5 ___________ .1_ _______ .1.._cH_E_cK_E_D:~J~W~WLD_A_TE~:1~0/~0~5/~2~2 __ NO~ • ....L-=D~A~TE __ ....L::D~ES~C~Rl~PTl~O~N~D~F~R~EV~IS~IO~NS::_ _________ LA~P~PR~O~VE=D~D~A~TE~:==1=0=/=0=5=/=2=2==..J----~P~U~B~L~l~C~W~O.::..:__R~K~S~D~E~P~A~R~T~M=E~N~T ___ __l_~SH=E~ET~3~8~oF_:4~3~ti 0 0 + CX) O> CW)~ I-<( w 1-w en J: w en z -w ...J w J: en u I-<( ::E I I 0 "' I I □ I EX. R/W T 0 "' b N I 5 CL ,-.. I "' [D "' :::, u 0 w "' I X r:::-w I _J CL ,-.. I "' I I I ,001 'I' ~W=12' @ @I o+oo I b b 1/YU'CYCtY I ; r -"' 0 N b ----, I I I ------------,1 ,' I I I I 21+00 I I I • Cl w !I- (/) :::, [D u 0 b b (/) :::, [D u 0 @) vi a_ 0 g ::!: 22+00 109 PALM STREET D 0 "' ::;; a_ "' I ::,;; <C 0 JOIN EX. STRIPING I // / I I I I I ,' I I I I I I I • I ~ 12 LOOPS! ~~,..,::..,.....;.----,1---1----1....----+--119 ----.c::JI m -==::a! 115' TO CONSTRUCTION NOTES @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CllY OF NEWPORT BEACH STD. PLAN NO. 902. @ INSTALL THERMOPLASTIC WHITE LADDER CROSSWALK PER DETAIL "F" ON SHEET 43. @ INSTALL THERMOPLASTIC 8" SOLID WHITE PARKING SPACE MARKINGS PER DETAIL "D • ON SHEET 43. @ INSTALL THERMOPLASTIC WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKINGS 'MTIH GREEN BACKGROUND PER DETAIL "B" ON SHEET 43 AND CAL TRANS STD. PLAN A24C. @ INSTALL THERMOPLASTIC WHITE CONTINENTAL CROSSWALK PER DETAIL "E" ON SHEET 43. @ REFRESH EXISTING 12" 'MDE BASIC WHITE CROSSWALK. DISPOSITION NOTES -----~--~~~---- --- --------+---'I: [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. 0 0 w + >"'11:1" 0 C\I m . <( <( I-I-en J: w S:2z a: ::J w J: wU en I-< ::E • 0 "' EX. R/W D EX. R/W .,_ b rn ~ -I N "' 10 0 "' -::,;; 0 0 ~ (J) w r=: r=: e:; _J "' :::. --o NNt-1 I (J) "' "' :::, "' "' u D 10 120') N ~ E G z "' "' <C a_ w (!) <C ::J > <C 0 ':l <C Q'.J :::. g t/l :::, u WASHINGTON STREET I I I /f l / I I I I I I @) u l 'l ;L _______ _ N I r:::-_J CL ,-.. I "' r:::-_J CL ,-.. I "' 0 "' "' 0 N BALBOA BOULEVAR RECORD DRAWINGS These Re-:orc Dr::~1ir gs have been prepa red based on the t,est O'>.tailable inf-:rmctior. While this ir formotion is believe:: to be r€l1::ble. Ci~y of ~•le wport Beo~h is n,::,t responsible f:.~ it s accuracy, not-the -21Tor:c 01-om·ssions wf-ich may or m<Tl' not ha-,,e been ln-:::orporoted into thesr,> pl,-11°'.' EX. R/W O EX. R/W [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. < u (J) <O N "' E _ __[_EX. R /W ~~e r,r"} a ,mz r--. LO r:::- Q;: 10 131 >--_Ju w XO f- <{ :::i I 8 o vi "' iii t/l N :::, "' [D u 0 I I ~ X <C u iii ~ "' (1 I') 0 "' • 0 w l,l- • (!) z ~ 0 "' ~ SIGN LEGEND: us•➔ CROSSWALK ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. ~ ANY EXISTING STRIPING OR PAVEMENT MARKING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY WATERBLASTING AND ANY RAISED PAVEMENT MARKERS SHALL BE REMOVED. laM.~ 12.57.lllll • BALBOA BOULEVARD MAIN ST R9-3 (MOD){RT) CUSTOM (PARKING MOBILE) CUSTOM <O <O I I I I 1 1 I I I I I I ----- 0 "' L..11....11 • Cl w 11- 101 (J) z (J) I I - -___ , I I I I I r--- EX. R/W - 'r-.h hh ~~w-=~ \-:1r1t _1 -:r ,b,7' i~i-:'yL .L ~ 131 .,_ L .L I I J L 12 LOOPS! 100 -~12=5_' ~TD"--,J'--- X-WALK 0 0 + O>o C\I "'11:1" +-us• CROSSWALK R9-3 (MOD)(L Tl Ferry C) CUSTOM (FERRY) p A y IN ADVANCE Know Your Ucenee Plate to Poy :, C CUSTOM (PAY) {NO SKATEBOARD) NO STOPPING ANY TIME • • R28(S){CA) <LT /RTl NO PARKING 8:a TO 12~~ MQ\JDAY I I sm!E[Sl'laffll R30A(CAl {MON) 26+00 --27+00 < I-I-w enw G PUBLIC RESTROOMS NO PARKING 6AM TO 8 AM 125' TO X-WALK • "' p 0 "' E <C u iii '° N "' 101 5 _J ~ a_ < 0 ':l < [D -~ J, 8 "' I "' 5 - r:::- 0:: N I <O "' r:::- 0:: N I "' "' D <Il a:: :::, u 0 w "' <C X uw N "' I -"' "' -, r w J: ...,..,,_,,_,,__,,'-"-"-'.._,,_,,__,,_,,___,'\"I z en - 45' ...J w J: w T uen .,_ --------------1-====;!!il ;j 'i""'uie==:'. =l='i==~ ~ !!9 ~ z a ::,;; < u < 0 "' "' 131 101 175' TRANSITION Parking Payment Required Entire Block 8 am to 6 pm Every Doy lnclu-w-i.nc:la • Hollc:lo)la .::-.::-~!Ase 1231 NO ANNUAL PERMITS USE PAY STATION llN THE SIDE Of" THE SffiEET YOU PARKED Quationl? Call (943) 527-8915 CUSTOM {PARKING PAYMENT) 20 0 • CUSTOM (RESTROOMS) GRAPHIC SCALE 20 SCALE: 1" = 20' M:JN&FRI •• R30A(CAl {MON&FRI) R33(CA) {10AM-5PMl 60 C-8728-2 "' • .., ui 0, 8 ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 < "' :,: D w "' " "' ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~N PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~! 38 lECHN0L0GY DRIVE, S1£ f.100 !!/ ,; (94~;::~-~~0~2: ,~r~'°✓~;~ ~~ ~ NEWPORT COAST DRIVE AND BALBOA ~ ~ (949) 923-6121 FAX : ./j<,-~---BOULEVARD PAVEMENT REHABILITATION i!: !::: • ANTONY BRINE RCE 45521 , No.o~~~i15 CITY TRAFFIC ENGINEER f--------B_A_L_B_O_A_B_LV_D_.:_S_T_A_._1_9_+_0_0_T_O_S_T_A_. _2~9_+_0_0 _____ ---1 ~ ~ DAVID M. LEW 10/05/22 DESIGNE~~L/VP DRAWN2Ac/AEC CITY OF NEWPORT BEACH R-7024-S ~ ~ ()stantec UNDER THE SUPERVISION OF: R.C.E. C88915 CHECKED: DATE: / / NO DATE DESCRIPTION OF REVISIONS APPROVED DATE: 1 Q /05/22 PUBLIC WORKS DEPARTMENT t---SH-EE_T_3_9_□_F_4_3---< ~ ~ L __________________________________________________ _L _________________ L ________ _L ___ ~JW~W!l.__ __ 1~0f0~5'll:_2~2L.::_·_.1__::::__:_::__J...::_::=:::__:_:..:::..:__:::___:_:::..:.:_::::.:::_:.::_ __________ _J_.:..::._:...:..:_::_=:.i::_:..:.:_::::=:=======:.l_ _____________________ _1_.::_::::..:_~~.::_~~J~~ 0 0 0 w + >"Iii' 0 ('I) m . <( <( I-I-C/J J: w S2 z a: ::::i w J: wO C/J I-i • ,, .... .. .• "---"-' 131 111 I -EX. R/W 110 . m ..,. - ~Ex. R/W I I \ .... .... ·--- .L ~ [Il °" ::::, u D u.J °" >< u.J ,/ ct: ~ ctJ I 175' TRANS\1\0N \ B STREET RECORD DRAWINGS I \ \ l Th ese fs:ecord Drm,;ings ho'Je been pi-epa rec, b•Jsed on the be::,t ovoiloble information. While this 'nform,1t.ic-,n is b,;;lieve,j to be; reliable, City C!t Newpmt Rt:och is not responsil1I.;; for it s □ccuroc_y, nor t ho2 errors or omissio 1s which may or m ay not ho-..1e been Incorporated inh these plans I 00 00 11T ______ L---- SIGN LEGEND: BALBOA BOULEVARD 110 -- CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. @ INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN /LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 2. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL THERMOPLASTIC 6" SOLID RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN A20B, DETAIL 32. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH STD. PLAN NO. 902. @ INSTALL THERMOPLASTIC 8" SOLID WHITE PARKING SPACE MARKINGS PER DETAIL "D • ON SHEET 43 . @ INSTALL THERMOPLASTIC WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKINGS 'MTH GREEN BACKGROUND PER DETAIL "B" ON SHEET 43 AND CAL TRANS STD. PLAN A24C. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. CIIY (.f NMPORT BEACH n • IARKING D4-1 (RTl(MODl CIIY (.f NMPORT BEACH D4-1 (L Tl(MOD) SLOWDOWN YOU ARE ENTERING A RESIDENTIAL NEIGHBORHOOD CUSTOM (SLOW DOWN) N.B.M.C. 1237.020 • CUSTOM (NO SKATEBOARD) 20 0 Parking Payment Required Entire Block 8 am to 6 pm Every Day lnch.1<1•• w-1c,a..,m, .. Holl<IGya =.v:r ... u:-=:, I Ase 1231 NO ANNUAL PERMITS USE FWf SfAllON ON 1l£ SIDE OF TI£ STREET YOU PARkED Qu11stlons? Call (943) 527-8915 CUSTOM (PARKING PAYMENT) CUSTOM (PARKING MOBILE) GRAPHIC SCALE 20 SCALE: 1" = 20' NO PARKING 81:l m 1U~ MGJDAY • • Sll!BSll!ll't.G R30A (CAl(MONl NO PARKING 81:l 10 1U~ WEDNESDAY •• R30A (CAl(WEDl NO PARKING 6AM lQ 8AM 1/m&FRI • • Sll!BSll!ll't.G R30A (CAl(MON&FRll 60 ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 BALBOA BOU LEVA RD IPLPLAANiNsiPiPRiffiEPAlfiEiREoiiea,.--r, ------~-----,-------,--,----,------------,--------,;:;;:RE=viE=wE~D, -------,--------------C=----=8 :..:__ 72=8=----=2 __j ! ; SIGNING AND STRIPING PLAN \\:3 ()stantec UNDER THE SUPERVISION OF: 38 lECHNOLOGY DRIVE, S1£ f.100 IR"1NE, CA 92618 (949) 923-Booo m (949) 923-6121 FAX !!i,; NEWPORT COAST DRIVE AND BALBOA rf !!i :! ANTONY BRINE RCE 45521 BOULEVARD PAVEMENT REHABILITATION !!:~ CITY TRAFFIC ENGINEER BALBOA BLVD.: STA. 29+00 TO STA. 38+00 in :l' DESIGNED: DRAWN: 1-------------------_:_;:........::..::_ ____ ---j 8 := DAv1D M. LEw 10/os/22 DML/VP DATE, cAc/AEC c1Tv oF NEWPORT BEACH f--R_-_1_0_24_-_s____, ~t ~-------------------------------------------__j_R_.c_.E_._c 8_8_91_5 ___________ .l..._ _______ .l..._cH_E_cK_E_D:~J~W~WL__1_1~0/~0~5/~2~2_NO~.__L__::D~A~TE:_~D~ES~C~Rl~PTI~O~N~O~F~R~EV~IS~IO~NS::_ _________ LA~P~PR=O~VE=D~D~A~TE~:==1=0=/=0=5=/=2=2==-J----~P~U~B~L:l=C~W~O:..:..:R~K=S~D~E:P~A~R~T~M=E~N~T---_1._~SH~E~ET__'.:!4~Q~OF_::4~3~~~ 0 0 + 0 <X) 'V ('I) I-<C w 1-w en ::c w en z w :J w ::c en o I-< ::E .. . r--- "' 110 rEX. R/W - - r□ , I ,. , f/1 , .. ,,. 00 I C STREET I I I I 5 o I ~ ~ _ I I 2'i 3 , • '\. r20·> I I :.: I « _ 13 ~~-: d~l~ i _J_ 129 ~ : 3 17a : rEX. R/W 0 I I O l ' 1' 13 'oJ ----'1,;==a!!/l,<;11'--_,._ -..,.-1 D .. I/ .. ~.. ! ' <ll ~ l ~-: ~ " LJ~ ! "l] ~, , /~ ~r -~ 0 o g_-~-.4' -~u D ,;_ I : o □ ;p ,' " o □: i 3: I ol : ------f----------+--------f-----L--+-+--00-------+----------------------.\----I---------I 'V 0 ,-I I ·t -< ->-• ...J <~ I I «:~ ,... <~ < W CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. @ INSTALL THERMOPLASTIC 6" BROKEN YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 2. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL THERMOPLASTIC 6" SOLID RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B. @ REFRESH EXISTING 12" WIDE WHITE LIMIT LINE. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH STD. PLAN NO. 902. @ INSTALL THERMOPLASTIC WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKINGS WITH GREEN BACKGROUND PER DETAIL "B" ON SHEET 43 AND CAL TRANS STD. PLAN A24C. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. =;:~t;.t:=====,=====----~-i _...:3~9!+o~o~~l======L==== 40e -- --_ ~ -- -- --__ 4_2i00 -- -- -- --ti a] r .,,_. .. cu.--_,,_,.-,,'----"il'.:~-I1,,;""~-.. ,,,-.:,i:,,.,,.,__.,_,,_,=j--,,.,,_.,,_,,_--"-"--;!~,~=--,,.,,_-"-•• "-----"-,,.,,.___,,.:~1 ~--~---~=----,..,,J:L, .. ~--•~~ "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" .... ,. .. •••• ........ --·· 9 ~,UL__,..,_~~~~=~~"" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "" "~>" W tl: fill RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, EXISTING STREET LIGHT, EXISTING TRAFFIC SIGNAL POLE, OR NEW POST WHERE INDICATED. REMOVE EXISTING SIGN POST IF NO LONGER IN USE. © 00 ----;-----~ - I I I I I I I I 00 I I _ .... ___ _ 106 -N r-- E -z 0 "' X ""' u ;§ "1 O< I I I 110 109 ~ I I I RECORD DRAWINGS ~ m O< ::::, u 0 w O< x w 00 ~ BALBOA BOULEVARD - BALBOA BOULEVARD ~ ANY EXISTING STRIPING OR PAVEMENT MARKING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY WATERBLASTING AND ANY RAISED PAVEMENT MARKERS SHALL BE REMOVED. SIGN LEGEND: 20 KRM.C. 12.57.020 • CUSTOM (NO SKATEBOARD) 0 ti) PARKING 81~ TO 12~ ~DAY • • SJJEEfs.\EEPll3 R30A (CA)(MON) ti) PARKING 81~ TO 12~ WcDfESDAY • • SJJEEfs.\EEPll3 R30A (CAHWEDl GRAPHIC SCALE 20 SCALE: 1" = 20' 60 ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ,;;;-;~==;;-;;:-;:-------------,---------,---------,-------,-------,---------------------,----,::c:::-=:=::---------,---------------------------_____,j°'W PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~ ~ 38 lECHN0L0GY DRIVE, SlE f.100 ~ ~ These Record Draw ings hove bee n prepared based on t he best ova il abl e in formotion . Whil e th is informat ion is believed t o be re liable, City of Newport Be ach is not re sponsible for its accuracy, n or th e errors or omissions which m ay or m ay not hove been Incorporat ed into these plans. ()stantec UNDER THE SUPERVISION OF: (94~;::~-~~0~2: ,yt-;':~;s; ~~ ~ NEWPORT COAST DRIVE AND BALBOA rf (949) 923-6121 FAX _ -1-;;:c,-~---BOULEVARD PAVEMENT REHABILITATION I~ ANTONY BRINE RCE 45521 -No. C88915 >-.. . 09/30 CITY TRAFFIC ENGINEER BALBOA BLVD.: STA. 38+00 TO STA. 48+00 "'~ DESIGNED: DRAWN: 1---------------------,---------.j 8 := DAvID M. LEw 10/os/22 DML/VP cAc/AEC c1Tv oF NEWPORT BEACH f--R_-_1 _0 _24_-_s____, ~~ L__ ___________________________________________ __LR_.c_.E_._cs_B_91_5 ___________ J_ _______ J_cH_E_cK_E_D:~J~W~WLD_A_TE~:1~0/~0~5/~2~2 __ N0~._1__::D~A~TE:_____i_::D~ES~C~Rl~PTl~O~N~O~F~R~EV~IS~IO~NS::_ _________ LA~P~PR~O~VE=D~D~A~TE~:==1=0=/=0=5=/=2=2==-J----~P~U~B~L~l~C~W~O.::..:_R~K~S~D~E~P~A~R~T~M=E~N~T---_l_~SH=E~ET~4 ~1i_.:::oF__:4~3~ti 0 0 + T"" CX) ~~ I-<C w 1-w Cl') :I: w Cl') z w-w ...I WG 1- <C ~ 0 0 w + > C\I 0 It) m . <C <C I-I-Cl') -<.O E STREET ' I I " ..... ,,..../in) W=12' ,.,_ _.,..,-'-..,/ "" 0 0 LOOK 13 -- 1/1 z IQ £::l 10 110 □ "" ,.,_ ~ o r \ 1/1 z IQ £::l \ \ \ \ \F STREET \ \ ', ll ~ --I I "' "' 0 0 53+00 • • '--' st z Cl "' ~ I w "' '1- 110 ~ rEX. R/W I ~ \ I" I , ' -\ n I } / 1-7 -\ \ 45' \ ~ = L..11....11 >< 50+00 -=---- --I -- -- .. ,,,, ,,,, ,.,, ,,,, ,,,, ,,,, ,.,, ~ - I • I\ □~□ } \ , 0 0 0 T \_EX. R/W T I I I I I I I BALBOA BOULEVARD \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '----__ .1LE~ R/W -1-➔~p--- "" ,.,_ I ' • I I I I I I 0 I I "' "' I ~ ~ ~ r -:\ -\ I ca -r d □ ,r,_ □ "" \ \" \ i_ ,.,_ <~ 51+00 - ---I --~ r 0 ::i ... -;,.,.. .,,. ,.,. .,,. ,.., .,,. .... r:;-' "" ;;:; ~ ~. ·~ ~ -\ I -□ 1 □-- iS I m "' I :::, u 7 - 110 I D I "' I "' I Cl w "' X w I \ \ \ \ \ \ \ \ \ \ \ 3 I \ T E T 1 ~ ,/ • - 13 SIGN LEGEND: " 0 I I I Sfup 1 I I I I I I I CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITIE LIMIT LINE PER CALTRANS STD. PLAN A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITIE CROSSWALK PER CAL TRANS STD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDEl @ INSTALL THERMOPLASTIC 6" BROKEN YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 2 . @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTIER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL THERMOPLASTIC 6" SOLID RIGHT EDGELINE PER CALTRANS STD. PLAN A20B, DETAIL 27B. @ INSTALL THERMOPLASTIC 8" SOLID WHITIE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 8" SOLID WHITIE 45" CHEVRONS AND DIAGONALS ADJACENT TO MEDIAN ISLAND AT 25' SPACING. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORT BEACH STD. PLAN NO. 902. @ INSTALL THERMOPLASTIC WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKINGS 'MTH GREEN BACKGROUND PER DETAIL "B" ON SHEET 43 AND CAL TRANS STD. PLAN A24C. @ INSTALL THERMOPLASTIC WHITE CONTINENTAL CROSSWALK PER DETAIL 'E" ON SHEET 43. @ REFRESH EXISTING 12" WIDE BASIC WHITE CROSSWALK. @ REMOVE EXISTING R5-1 SIGN AND REINSTALL R5-1 SIGN AT HEIGHT OF EXISTING D11-HLTl(MODl SIGN. DISPOSITION NOTES [I] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE EXISTING SIGN OF TYPE INDICA TIED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED. ~ ANY EXISTING STRIPING OR PAVEMENT MARKING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY WATIERBLASTING AND ANY RAISED PAVEMENT MARKERS SHALL BE REMOVED. dt0 BIKE ROUTE ~ OCEAN FRONT D11-1 (l Tl(MODl dt0 BIKE ROUTE OCEAN FRONT ➔ D11-1 (RT)(MOD) N.B.M.C. 12.57.010 • CUSTOM (NO SKATEBOARD) 010 BIKE ROUTE • D11-1 (RT)(MOD) NO PARKING 8Z;. TO 12~~ MGJDAY ~. R30A (CA)(MON) NO PARKING 8Z: TO 12~~ \i\8JNESDAY I I SIREEfillmtl3 R30A (CA)(WED) :I: w S::2 z a: ::::i 1-"-'L...11.."-"-,,._."'-'uw""il:>t-"<"~-J'Li;,..,,"«.IL" -'"'-""-''~' 11,µ,.,L.1L«....11..,,._.'4--''-"---,f'l!f-.«.tL....«.U....ILIL....«.«:....ILl.f'11f'-''-"-"-".IL-'"'-'"-"-IJ.((_~>,u..«-..ILIL....«.«:....1UL...11..«....11.'1l:4ca....,"'-'"-"-.«.tL..JJ-"I .,_ @) I I I w :I: wO Cl') 1- <C ~ • E z D ::s X <( (_) :.: D "' "' 110 T \_EX. R/W -129 I 0 "' 0 co "' I © (28') RECORD DRAWINGS l!l l!l ~r~~ • I □-- I ~ !{' These Record Drawings hove been prepare d based on t he best ova il able in formotion. Wh il e th is informat ion is believed t o be re liable, City of Newport Beach is not re sponsible for its accuracy. nor th e errors or omissions which m ay or may not hove been Incorporat ed into these plans. "" ----+, .......... • • EX. R/W 110 m "' ::::, (_) Cl L..J "' X w iS -D --- • ~ ~\O © 0 \ 0 \ I I ' I I 0 I I I ,, I I I I \ \ w \ \ oO \ IV © ' I \ I I \ V -"' ------ ------ I I D ~ ~ X <( u < a .,., "' I I \ - .. ~ ... ~ ---- I I I W1 -1 O(MOD) GRAPHIC SCALE 20 0 20 60 ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ BALBOA BOULEVARD G STREET SCALE: 1" = 20' o.~ z g' D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ,;;;-;~==:;;-;;:-;:--------------,----------,---------,------,-----,---------------------,---,::c:::-=:=::-------,---------------------------____j°'W PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING PLAN ~ ~ 38 lECHN0L0GY DRIVE, SlE f.100 ~ ~ (94~;::~-~~0~2: ,yt-;':~;s; ~~ ~ NEWPORT COAST DRIVE AND BALBOA ~ :1 (949) 923-6121 FAX _ -1-;;:c,-~---BOULEVARD PAVEMENT REHABILITATION i!: r--., ANTONY BRINE RCE 45521 No. C88915 >--•• . 09/30 CITY TRAFFIC ENGINEER BALBOA BLVD.: STA. 48+00 TO STA. 55+43.54 "'~ DESIGNED: DRAWN: 1---------------------,---------.j 8 := ()stantec UNDER THE SUPERVISION OF: DAv1D M. LEw 10/os/22 DML/VP cAc/AEC c1Tv oF NEWPORT BEACH f--R_-_1_0_24_-_s___, ~~ L_ ___________________________________________ __L._R_.c_.E_._c8_B_s1_5 ___________ J_ _______ J_cH_E_cK_E_D:~J~W~WLD_A_TIE~:1~0/~0~5/~2~2 ___ N0~.__.1__::D~A~TE:___i_::D~ES~C~Rl~PTI~O~N~O~F~R~EV~IS~IO~NS::_ _________ LA~P~PR~O~VE=D~D~A~TE~:==1=0=/=0=5=/=2=2==-J----~P~U~B~L~l~C~W~O.::..:__R~K~S~D~E~P~A~R~T~M=E~N~T---_l_~SH=E~ET~4~2:....:::0F__:4~3~ti 20' BIKE SYMBOL PRODUCT 6' NO. PM602766L SOLID GREEN 6' ""oli \ ----+---B-IK_E_,__ __ _,__D_E_T A-IL-39--P-"-A-N E-L------''-----'--B-1 K_E_L_A-NE_,___,__ ~ SYMBOL OR 39A ARROW 5·L 84" 0 R4 -7 I 21"X30" UI\LESS 30" OTHER\\'lSE NOTED 2.5" R6-1 12" 36"X12" 2.5" OM1-3 YELLOW 18 'X' B" ~ f\O 6 RDER MEDIAN NOSE -----4' OR GREATER j6" DETAIL 39_/ 6"L -OR 39A - 72" 84" j6" ------BIKE LANE ARROW ,,,,,--PRODUCT NO. PM602766L :---PREFORMED THERMOPLASTIC STENCIL - AND INTEGRATED GREEN BACKGROUND PER SPECIFICATIONS DETAIL "A" SCALE: NTS 4' ---SHARROW SYMBOL PRODUCT NO. PM602768L ---PREFORMED THERMOPLASTIC STENCIL AND INTEGRATED GREEN BACKGROUND PER SPECIFICATIONS SHARED BIKE SYMBOL AND ARROWS DETAIL "B" SCALE: NTS R'1-7c rT 18 ' K.iO " 30" 84" 2.5" R6-1 1 2" 36 "x 1 z" OM2-2H [ l 6" ' 2" X6 '' 1 2" DETAIL "C" SCALE: NTS DETAIL 39 0:: w • u.. n u.. ::, [IJ 20' l_ VEHICULAR APPROACH <TYP.I ■ ■ I"" 8 ;s; _j ■ 20' DETAIL "D" SCALE: NTS 2' 2' ■ TYP. TYP. SINGLE-SIDED RAISED PAVEMENT MARKER; !VEHICULAR APPROACH SIDE ONL Yl DETAIL "E" SCALE: NTS 2' 2' TYP. TYP. DETAIL "F" SCALE: NTS 30' DETAIL 39 ,.,,,--- - - - - - --...... 4' ■ ■ li::: 0 0 ..J 30' ■ z :"i [J._ w i'= z 0 D ~ 0 z (/) <( "' 20' z <( _J (L w i'= z 0 D ~ 0 z (/) <( "' DETAIL 39 0:: w • u.. nu.. ::, [IJ ww / -.... ww ________ ~ ffi S ___________________ __;,..,,--, _,,.,. -.... -..., ~ ____________________ ~ ~~-_____ ~GUTTER CURB FACE 0 DETAIL "G" SCALE: NTS ~ gi "' '.!!- ~ t; ~, w~ , . D • "£ o.~ z go D ·-SC • < E t::: 3?-"0 CD 0 C <"' -8728-2 Gi ;i ,;;;--;~==;;-;;:-;:-------------,---------,---------,----,-------,-------------------,---,::c:cc::::=::---------,---------------------------____j°'W PLANS PREPARED BY: REVIEWED: SIGNING AND STRIPING DETAILS ~ ~ RECORD DRAWINGS These Record Draw ings hove been prepared based on t he best ova il able in formotion. Wh il e th is informat ion is believed t o be re liable, City of Newport Beach is not responsible for its accuracy, nor th e errors or omissions which m ay or may not hove been Incorporated into these plans. ()stantec UNDER THE SUPERVISION OF: 38 lECHN0L0GY DRIVE, SlE f.100 ~ ~ (94~;::~-~~0~2: ,yt-;':~;s; ~~ ~ NEWPORT COAST DRIVE AND BALBOA ~ :1 (949) 923-6121 FAX _ -/;/·-----BOULEVARD PAVEMENT REHABILITATION ii'"' No. C88915 ANTONY BRINE RCE 45521 ° "' . 09/30 CITY TRAFFIC ENGINEER in ~ DESIGNED: DRAWN: 1---------------------,-------...j 8 := DAv1D M. LEw 10/os/22 DML/VP cAc/AEC c1Tv oF NEWPORT BEACH f---R_-_1_0_24_-_s____, ~~ L_ ___________________________________________ _l_R_.c_.E_._cs_B_91_5 ___________ .L _______ .LcH_E_cK_E_D:~J~W~WLD_A_TE~:1~0/~0~5/~2~2 __ N0~._1__::D~A~TE __ __i__::D~ES~C~Rl~PTI~O~N~O~F~R~EV~IS~IO~NS::_ _________ LA~P~PR~O~VE=D~D~A~TE~:==1=0=/=0=5=/=2=2==-J ____ ~P~U~B~L~l~C~W~O.::..:_R~K~S~D~E~P~A~R~T~M=E~N~T ___ _l_~SH=E~ET~4 ~3~0F___:4~3~ti Install 6' R/C from bottom of ramp to ex'g RIC. ~ "" MEDINA WAY 10+00 -__.......@----0 ·---0 -·-....... EX. R/W "' ;a 11+00 i:i i ~ "' fil Install 12' RIC from bottom of ramp to end of ex'g RIC. fil @ 0 18.~ 0 D EX. R/W I I \BALB~A BO~LEVARD Install 13' RIC from bottom of ramp to ex'g RIC. SS STREET -· -·-·-·-·- -111111!!!""" - I I I 17+00 0 @1 BALBOA BOULEVARD UNDER THE SUPER\1SlON OF: 0 EX. R/W CORONADO STREET bottom of ramp to top of ramp. I I 1 I I 18+00 I ·- ·-- I 0 0 + "' ;a ~O) . (') c( I-I-w (/) w w ::c zW :::i w ::c w (.) (/) l-e( ::'!: 0 \. IO + :i: ..,. T'" 0 • ...J c( w I-IJl (/) I- W LL ~ ~~ ::c w Ow I-(/) c( ::'!: CONSTRUCTION NOTES @) INSTALL THERMOPLASTIC \\HITE PAVEMENT MARKING SPECIFIEO PER CAL TRANS STO. PLAN A24A TO A24E. @) ~J,TA1;1-LA~~R2~LASTIC 12" SOLID \\HITE LIMIT LINE PER CALTRANS @ INSTALL THERMOPLASTIC 6" SOLID \\HITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN \\HITE LANE LINE PER CALTRANS STO. PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STO. PLAN A20A, DETAIL 22. (8) REMOVE EXISTING POST aF PRESENTI AND INSTALL SIGN AND POST PER MEOIAN NOSE TREATMENT DETAIL "C" ON SHEET 43. @) ~r5Jt~\~1~WL~~-R~~CTIVE MARKER PER c1TY or NEWPORT @ ~~T~ S~E~1M~LASTIC \\HITE CONTINENTAL CROSSWALK PER DETAIL DISPOSITION NOTES CT] ~~JP~i ~~~TI'lfG ~E~~D~~,.D TO REMAIN IN PLACE ON EXISTING [Il INSTALL NEW SlGN OF TYPE INDICATED ON EXISTING POST, NEW POST, DR EXISTING STREET LIGHT \\HERE INDICATED. ffi'j REMOVE EXISTING SJGN OF TYPE INDICATED ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SlGN POST IF ALL SlGNS ARE REMOVED . f!i!j ANY EXISTING STRIPING OR PAVEMENT MARKING CONFLCTING 111TH NEW STRIPING SHALL BE REMOVED BY WA TERBLASTING AND ANY RAISED PAVEMENT MARKERS SHALL BE REMOVED. SIGN LEGEND: RIGfT TURN ONLY CUSTOM (RIGHT TURN 0NL Yl R30A(CAXM0Nl PARKING a.: 10 12~ 1\1:D'EID\ y ~ R30A(CAl(WEDl PUBUC l/TIUTY VEHICLE OK .. CUSTOM (UTIL VEHICLE) 20 0 GRAPHIC SCALE 20 ~ , SCALE: 1" = 20' 60 , 0 0 + co~ Cl) . I-< w 1-w en ::cw en z w :J w ::c en c., i 0 0 w + >"II" 0 C\I m . << I-I-en ::c w S2.:; a: ...J w ::c w (.) en ~ :::? I I I I EX. R/W ~ 5' 5' <D °' a [ll ADAMS STREET I -__ 5• I I I I .... ---------/ ,' I I I I BALBOA BOULEVARD ----- ---~ l1! ~ °' --- --- -E _L E~-~~ --- • * I I I I 1 1 ------I I PALM STREET MAIN ST I ___@__ :--~=-'='====i======"'====~=========t==:=====:=Fs=.._.=4=~:=~=.=f-,,~,="""=""="'=P"=""="'i=:1'!//-_-_-11~ff--.,..c:; D -1 I ----- 175' TRANSJllON CONSTRUCTION NOTES @ ~Af~hl:l~~gt~ci821'&rs~1NCN!AJJ\J1ts~iG 9fiM~i SIGNAL PULL BOX. @ ~i~#~r§~O~t1~Tif2n'IVa PA~iMENT MARKING SPECIFIED PER @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E. (§) INSTALL THERMOPLASTIC 6" SOLID MilTE LEAD-IN/LEAD-OUT LINE. (§) INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A2DA, DETAIL 9. (@) INSTALL THERMOPLASTIC 6" SOLID DOLBLE YELLOW CENTER LINE PER CAL TRANS STD. PLAN A20A, DETAIL 22. @) INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC B" SOLID MilTE CHANNELI21NG LINE PER CAL TRANS SID. PLAN A200, DETAIL 38. @ INSTALL RAISED BLUE REFlECTIVE MARKER PER OlY or NEWPORT BEACH STD. PLAN NO. 902. @ ~T:~Eri~~MOPLASTIC WHITE LADDER CROSSWALK PER DETAIL ,• @) ~lRTAtfTJJi'.E~?~'tfss~~Er 4~0LID MilTE PARKING SPACE MARKINGS @) ~N~1\l-cJHi~o~~~~~cBfc1liJ~:t%:0tfT1ft ~1~ra-E~tE'.f~\NT AND CALTRANS STD. PLAN A24C. @) ~~T~/f sllii~M~~-LASTic WHITE coNllNENTAL cRosswALK PER DETAIL @ REFRESH EXISllNG 12" 1110[ BASIC WHITE CROSSWALK. DISPOSITION NOTES m ~~lrii ~~~Tii:G ~Et1o~t~D TO REMAIN IN PLACE ON EXISTING OJ ~Tt~~;NE! s~~EfFLI~E ~~~iA ~gic%ix1s11NG POST, NEW POST, ~ ~~~i:c Et~~rr J/;i~. OfEJg'J 1r£~:J6D SJi~ ~~~r~f r3-s1g~S ARE REMOVED. ~ ~i i~~l~i ~~NiEo~E~~~~~~ ~1~mt~iNNil~i\if SIGN LEGEND: RAISED PAVEMENT MARKERS SHALL BE REMOVED. R9-3 (MODXRTl I R9-3 (MODl(LTl ~ 0 \. 0 C) + 0)0 CUSTOM C\I "ii" <1-(FERRY) t-w Ww • w ::c \ zen Parking Poyment :Jw Required Entire Block ::c w 8amto6pm c., en --~001 __ I-.=-.::..u:-z[ABc 12:fl < :::? NO NINUAL PERMITS laf'IIITSINDIOIIMa.:orH ---01Mtlon9t CGl(l43)$27•1191:l CUSTOM (PARKING PAYMENT) 20 0 ~.J CUSTOM (PARKING MOBILE) p A y IN~ ..... . .., ~ CUSTOM (PAY) PUBLIC RESTROOMS -+ CUSTOM (RESTROOMS) GRAPHIC SCALE 20 I SCALE: 1'' = 20' CUSTOM (NO SKATEBOARD! ~ STOPPING AIM TIME -R28(SXCAl (LT /RT) NO PARKING 8.: TO 12::i ~y - R30A(CA) (MON) PARKING 6-10 8-~&~ .;-+ R30A(CAl (MON&FRll 10~ 10 5~ R33(CAl (10AM-5PMl 60 I C-8728-2 ~ i I i r-i ~l fj ~.1' 21 ~g ~~ BALBOA BOULEVARD -,-LAN-S------0,-,----------------------------------------------------------R-E-~-E~-D-,-------------S-IG_N_IN_G_A_N_D_S_T_R_I_P_I_N_G_P_LA_N ______ ____,g~ NEWPORT COAST DRIVE AND BALBOA i? ()stantec UNDER THE SUPER~SJON OF: DAVID M. LEW R.C.E. C88915 38 TEOfrla.OGY ORl'I£, ST[ (lOO IRVINE, CA 92618 (949) 92J-6000 m.. (949) 923-6121 FAX 10/05/22 DRAWN: CAC AEC DA TE:10 05 22 NO. DATE DESCRIPllON OF RrnSIONS ANTONY BRINE RCE 45521 CITY TRAmc ENGlNEER APPROVED DA TE: 10/05/22 •n BOULEVARD PAVEMENT REHABILITATION i\~ f-_____ B_A_LB_O_A_B_L_V_D_.:_S_T_A_._19_+_0_0_T_O_S_TA_.2_9_+_o_o ____ ____,~~ R-7024-S ~~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT f-------,1,~ SHEET 39 OF 43 ii - 0 0 w + >..,. 0 <') m . c( ~ I-(/) ::c w ~z a: :J w ::c wO (/) I-c( :ii EX. R/W 11 \ EX. R/W I I N N g ~ ::: B STREET A STREET 17>' SIGN LEGEND: a BALBOA BOULEVARD CONSTRUCTION NOTES @ ~f~~11i);H~~-o~t1~TI;2ni1Wi PA~W.ENT MARKING SPECIFIEO PER @, ~iiiT~Alr\~~tLASTIC 12" SOLID \\tilTE LIMIT LINE PER CALTRANS (§) INSTALL THERMOPLASTIC 6" SOLID l™ITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" BROKEN YELLOW CENTER LINE PER CAL TRANS STD. PLAN A20A, DETAIL 2. (§) INSTALL THERMOPLASTIC 6" BROKEN \\tilTE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 6" SOLID OOUBLE YELLOW CENTER LINE PER CAL TRANS STD. PLAN A20A, DETAJL 22. @ INSTALL THERMOPLASTIC 6" SOLID RIGHT EDGELINE PER CALTRANS STD. PLAN A208, DETAIL 278. @ INSTALL THERMOPLASTIC 6" SOLID OOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CAL TRANS STD. PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIAN ISLAND PER CAL TRANS STD. PLAN A20B, DETAIL 32. @ INSTALL RAISED BLUE REFLECTIVE MARKER PER aTY or NEWPORT BEACH STD. PLAN NO. 902. @ INSTALL THERMOPLASTIC B" SOLID ~ITE PARKING SPACE MARKINGS PER DETAIL "D" ON SHEET 43. @) ~KJ~1~GJHi~o~~~~~cBrci~iJ~tiE~E~0tfT~ft ~l~Yilil\/:t~~\NT AND CALTRANS STD. PLAN A24C. DISPOSITION NOTES [II ~~~rii ~~l~Til/[G 1mEt~D~~,D TO REMAIN IN PLACE ON EXISTING [Il ~Tt~~tJ! s5i~~E7FLI~E vli'1~kiA ~gg'k~XISTING POST, NEW POST, ~ ~i~i:c ES~~~f J~~-o:E~J ~~~:JBD SI~ ~~ir~t r~s1g~S ARE REMOVED. ClllHWP!l1TBfACH G RRKIN;-+ Porking Payment PARKING Required Entire Block s.: 10 12~ 8amto6pm '-00\Y -~,_ --- D4-1 .::-..::..u::-r..1ABC 123I R30A NOANNI.W.PERlilTS (RTXMODl ---QN--0,-(CAl(MONl ---au.tJor.? Call (943) !27-NU CUSTOM NO Cllllflm!l1TBEACH !PARKING PAYMENT) PARKING 8J'i. TO 1211. RRKIN:-- \\l:IMID\Y - R30A D4-1 (CAl(WEDl (LTl(MODl CUSTOM PARKING SLOWDOWN 6~ TO 8~ (PARKING MOBILE) ~&FRI YOU ARE -_,...,. ENTERING R30A A RESIDENTIAL (CAXMON&FRll NEIGHBORHOOD CUSTOM (SLOW DOWN) ~ CUSTOM !NO SKA TEBOARDl GRAPHIC SCALE 20 0 20 60 ~~ I I SCALE: 1" -20' BALBOA BOULEVARD-,~-5----9,----------------------------R-rnE-~D-,--------------C-_B?_2-8------12 SIGNING AND STRIPING PLAN ()stantec UNDER TIHE SUPER~SION OF: DAVID M. LEW R.C.E. C86915 38 TEOfrla.OGY ORl'I£, ST[ (lOO IRVINE, CA 92618 (949) 92J-6000 m.. (949) 923-6121 FAX 10/05/22 DRAWN: CAC AEC DA TE:10 05 22 NO. DATE DESCRIPTION OF RrnSIONS ANTONY BRINE RCE 45521 CITY TRAmc ENGlNEER APPROVED DA TE: 10/05/22 NEWPORT COAST DRIVE AND BALBOA BOULEVARD PAVEMENT REHABILITATION BALBOA BLVD.: STA. 29+00 TO STA. 38+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7024-S SHEET 4Q OF 43 0 0 + oCO v('I) I-< w 1-wen J: w en iii: ttl i en o I-< ~ I "' => u C STREET D 12s ra _/ ~ [ BALBOA BOULEVARD -~ I~ ~.L W 7 \ I \ / I' I □-, I □ \ -Install 7' R/C from I to..;:: bottom of ramp to r I ~ RN/ 3 driveway. ® 115 ~ 0 I 1! ;;; I Install 14' RIC from I I bottom of ramp to ex'g R/C. I I BALBOA BOULEVARD PLANS PREPARED BY: ()stantec UNDER THE SUPER~S10N OF: DAVID M. LEW R.C.E. C88915 311 TEcttnOCY ORl\o£, Sl[ #200 IRVINE, CA 92618 (949) 923-6000 m. (949) 923-6121 FAX 10/05/22 I I I I I \ - ~ 101 C, p' DRAWN: CAC AEC DA TE:10 05 22 NO. DATE I□ r1 n 'vi{ I ~ 47+00 --+-- I~ n "" - -~10 l 13 "' I ~ I I I DESCRIPTION OF RE'1SIONS □ \rda/ -- □~ I I I I I -i-=-ig 0 □ RE\1EWED: ANTONY BRINE RCE 4SS21 CITY TIRAFFlC ENGlNEER APPROVED DA TE: 10/05/22 CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC lllilTE PAVEMENT MARKING SPECIFIED PER CAL TIRANS STD. PLAN A24A TO A24E. @i ~-/iiT4{Alr\~~iPLASTIC 12" SOLID lllilTE LIMIT LINE PER CALTIRANS (@) INSTALL THERMOPLASTIC 6" BROKEN YELLOW CENTER LINE PER CAL TIRANS STD. PLAN A20A, DETAIL 2. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CAL TIRANS STD. PLAN A2DA, DETAIL 22. @ INSTALL THERMOPLASTIC 6" SOLID RIGHT EDGELINE PER CALTIRANS STD. PLAN A208, DETAIL 278. (@) REFRESH EXISTING 12" ~DE lllilTE LIMIT LINE. @) ~l1t~L s~l~E_.~L~~-RmECTIVE MARKER PER cm Of NEWPORT @ INSTALL THERMOPLASTIC \\lilTE SHARED ROADWAY BICYCLE PAVEMENT MARKINGS ~TH GREEN BACKGROUND PER DETAIL "9" ON SHEET 43 AND CALTRANS STD. PLAN A24C. DISPOSITION NOTES II] ~~~rii ~~l~TI9[G ~E~~D~~~D TO REMAIN IN PLACE ON EXISTING I@ RELOCATE EXISTING S1GN OF TYPE INDICATED ON EXISTING POST, EXISTING STREET LIGHT, EXISTING TIRAFFlC SIGNAL POLE, OR NEW POST llliERE INDICATED. REMOVE EXISTING S1GN POST IF NO LONGER IN USE. ~ ~~ t~~1~% im:rtiEo~E~~~~~~ ~:~mt~iNNil~i\:J" RAISED PAVEMENT MARKERS SHALL BE REMOVED. SIGN LEGEND: m CUSTOM (NO SKATEBOARD> 20 0 '"'"-F..l R30A (CAXMON) R30A (CA)(WED) GRAPHIC SCALE 20 , SCALE: 1" -20' 60 , C-8728-2 SIGNING AND STRIPING PLAN NEWPORT COAST DRIVE AND BALBOA BOULEVARD PAVEMENT REHABILITATION BALBOA BLVD.: STA. 38+00 TO STA. 48+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7024-S SHEET 41 OF 43 0 + T"" C0 "'lf""'lf" I-< w 1-wen bottom of ramp to ex'g R/C. 0 0 w + > C\I O'° ID • << I-I-en ::c w ~z a: ::J w ::c w (.) en t-< ::i: E STREET \ \ 1281 50+00 -I 45' 0 , cur Ult "" «« "" "" "" II« fl(' YI( av 1/H Ylf If« Ml' MN If« "" Hlf MM MIC «« «ff "" "" ......... \ \ BALBOA BOULEVARD \ \ \ \ \ bottom of ramp to ex'g RIC. BALBOA BOULEVARD UNDER THE SUPER\1SJON OF: 51+00 ~ I :., ff;;, lllf er« 'Ill "" CCU f'IC l'ff «II l'Cf re« 'II' ,.., 'fl' "" \ Install 5.5' R/C from top of ramp to ex'g R/C. \ Install 2' RIC from top of ramp to driveway. GSTREET -- 0 I I I I -- I I I SIGN LEGEND: CONSTRUCTION NOTES @) ~;~tiiN~~~~~~Tif2~ri PA~~MENT MARKING SPECIFIED PER @) ~J,TA1;1-LA~~R2'WLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STD. PLAN A24f, BASJC TYPE (V.,DTH MEASURED INSIDE TO INSIDE> @ INSTALL THERMOPLASTIC 6" BROKEN YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 2. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL THERMOPLASTIC 6" SOLID RIGHT EDGELINE PER CALTRANS STD. PLAN A208, DETAIL 278. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CAL TRANS STD. PLAN A20D, DETAIL 38. @) ~!~~\}A~~J%~\Tifo 8~Et?~J l~i 41; ~~~'fp1i~N~ND @) ~llt~\~l~~L¼~. R~CTIVE MARKER PER CITY Of NEWPORT @.) ~JJ~1¼1-csTHiRi\\o;;~wcB~1Ji&\<ti%:0llT'°Xi1y ~1~6<;\\/;t/?4\NT AND CALTRANS STD. PLAN A24C. @) ~~T~ S~Ei~M~LASTIC WHITE CONTINENTAL CROSSWALK PER DETAIL @ REFRESH EXISTING 12" V.,DE BASJC WHITE CROSSWALK, @ ~M~~TI~is~~:~n<~5i'if si~D REINSTALL R5-t SIGN AT HEIGHT DISPOSITION NOTES II] ~~irii ~mTI~G ~E~~D~t~.D TO REMAIN IN PLACE ON EXISTING [IJ ~Ttxlfsl:! f~E?FLic\liTE ~~~iA~8ic1~g1sTING POST. NEW POST. ~ ~~~i'tfc Et~~r; il"~~. 0tEJrJ 1r£ft~D sii% i~i~~~ f8-51S~s ARE REMOVED. fi\jj ANY EXISTING STRIPING OR PAVEMENT MARKING CONFLICTING \\HH NEW STRIPING SHALL BE REMOVED BY WATERBLASTING AND ANY RAISED PAVEMENT MARKERS SHALL BE REM0'.1:D. ot0 BIKE ROUTE +-OCEAN FRONT D11-1 (LTl(MODJ ot0 BIKE ROUTE OCEAN FRONT ➔ D11-1 (RTl(MODl m CUSTOM (NO SKATEBOARD) W1-10(M0Dl 20 0 ~-...j GRAPHIC SCALE 20 , SCALE: t • = 20' d:;b BIKE ROUTE ~ D11-1 (RT)(MOD) R30A (CA)(MONJ R30A (CAXWED) 60 , C-8728-2