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Home My WebLink AboutR_7038_S« f: ~ w 0 :::, CITY OF COSTA MESA 17Tll.+--':+-'.;B--+.:~crf;'i/Y- 15TH ST---t--=ta -~ JOHN WAYNE ;, AIRPORT J ~ q,4,J ro~ J' 01' CITY OF IRVINE 4-, 'c • 'U tll~ERSITY I " PROJECT__._~~~~ LOCATIONS VICINITY MAP NOT TO SCALE TOPOGRAPHICAL LEGEND ABBREVIATIONS --------- PUBLIC WORKS DEPARTMENT EAST COAST HIGHWAY AND SAN MIGUEL DRIVE PAVEMENT REHABILITATION AND EVENING CANYON ROAD DRAINAGE IMPROVEMENTS CONTRACT NO. C-8925-2 ROJEC NO. 23R11 ---POWER POLE (IN ADDITION TO GREENBOOK SECTION 1-3.2) DATE: /Z· 7· Z d ZJ * • POWER LIGHT <Ill SEWER CLEANOUT @ SEWER MANHOLE @) STORM DRAIN MANHOLE @ COMMUNICATION MANHOLE -+@+ FIRE HYDRANT Ol!@:m:, BACK FLOW PREVENTER El WATER METER l!lmll!!lle!I!!!! PULL BOX D VAULT ~ STREET LIGHT ~ ~ TRAFFIC SIGNAL -&-G-TRAFFIC SIGNAL ., WATER VALVE f--GUY WIRE A SURVEY MONUMENT ~ SIGN E,!J VAULT VENT *O TREE ~ IRRIGATION CONTROL VALVE ~ CORING LOCATION © ELECTRICAL MANHOLE c.'.GGLCLc.'.// ~ BUILDING EXISTING CONSTRUCTION PROPERTY LINE -~----NEW CONSTRUCTION CENTERLINE CITY BOUNDARY SILT FENCE CONCRETE BARRIER -•-•-FENCE _____ BLOCKWALL UTILITY LINE LEGEND -----ss-SEWER LINE --w-WATER LINE -----c-GAS LINE c ELECTRICAL LINE -----r-TELEPHONE LINE -----rs-TRAFFIC SIGNAL -----iv-CABLEVISION LINE -----JRR -SPRINKLER SYSTEM CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG A AREA AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE AGU ABOVE GROUND UTILITY ANG PT ANGLE POINT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BC BEGIN CURVE, BACK OF CURB BCR BEGIN CURVE RETURN BF BACKFLOW PREVENTER BK BACK BT BEGIN TRANSITION BVC BEGIN VERTICAL CURVE BLK BLOCK BOP BOTTOM OF PIPE BOT BOTTOM CATV CABLE TV Cl CAST IRON Cf.,C/L CENTERLINE CB CATCH BASIN CNB CITY OF NEWPORT BEACH CHTR CHARTER COMMUNICATIONS CF CURB FACE CFS CUBIC FEET PER SECOND CJ CONTROL JOINT CL CLASS CLR CLEAR CLSM CONTROLLED LOW STRENGTl-l MA TERI AL CONC CONCRETE CP CATHODIC PROTECTION CTB CEMENT TREATED BASE CTRL CONTROL CRWN CROWN CASTLE CNTR'D CENTERED C&G CURB AND GUTTER DBL DOUBLE DW DOMESTIC WATER (E) EXISTING E EAST/ELECTRIC EC END CURVE ECC ECCENTRIC ECR END CURVE RETURN EG EDGE OF GUTTER ELEC ELECTRICAL ET END TRANSITION EVC END VERTICAL CURVE EXIST EXISTING EXP JT EXPANSION JOINT FE FLANGED END FG FINISHED GROUND FH FIRE HYDRANT FL FLOW LIN E FLG FLANGE FM FORCE MAIN FPS FEET PER SECOND FS FINISHED SURFACE FW FORWARD G GAS GV GAS VALVE GB GRADE BREAK HOPE HIGH DENSITY POLYETHYLENE HGL HYDRAULIC GRADELINE ICV IRRIGATI ON CONTROL VALVE INST NO INSTRUMENT NUMBER INV INVERT IP&T IRON PIPE AND TAG 1.P. IDENTICAL POINT IRRIG IRRIGATION L LENGTH LT LF MAT'L MAX MED MH MJ MIN MOC MON MOVC NPAT NG N NTS NO oc OCSD OG OPEN'G PKM (Pl PPB PE PCC PROP PB PUE PSI PVC Qo RCP RET RSP RT R/W SCE SCG SCH S,SS sea SD SL SLPB SSMH SHT SIC SW s STD SCE SQ STL SF TC TCE TCMH TELE, T TOP TG TS TSP TOT UB UGU U.N.O. V Vo w w/ WM X-WALK LEFT LINEAR FEET MATERIAL MAXIMUM MEDIAN MANHOLE MECHANICAL JOINT MINIMUM MIDDLE OF CURVE MONUMENT MIDDLE OF VERTICAL CURVE NO PARKING ANYTIME NATURAL GROUND NORTH NOT TO SCALE NUMBER ON CURVE ORANGE COUNTY SANITATION DISTRICT ORIGINAL GROUND OPEN ING PARKING METER PROPOSED PEDESTRIAN PUSH BUTTON PLAIN END PORTILAND CEMENT CONCRETE PROPOSED PULL BOX PUBLIC UTILITY EASEMENT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE DESIGN FLOWRA TE REINFORCED CONCRETE PIPE RETAINING ROCK SLOPE PROTECTION RIGHT RIGHT OF WAY SOUTHERN CALIFORNIA EDISON COMPANY SOUTHERN CALIFORNIA GAS COMPANY SCHEDULE SEWER SEWER CLEANOUT STORM DRAIN STREET LIGHT STREET LIGHT PULL BOX SEWER MANHOLE SHEET SIGNAL INTERCONNECT SIDEWALK SOUTH STANDARD SOUTHERN CALIFORNIA EDISON SQUARE STEEL SQUARE FEET TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TELECOMMUNICATIONS MANHOLE TELEPHONE TOP OF PIPE TOP OF GRATE TRAFFIC SIGNAL TRAFFIC SIGNAL POLE TOTAL UNDERGROUND UTILITY BOX UNDERGROUND UTILITY UNLESS NOTED OTHERWISE DAVIDA. DATE: n. • 7• Z.02.3 RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result LEGEND EAST COAST HIGHWAY AND SAN MIGUEL DRIVE PAVEMENT REHABILITATION IMPROVEMENTS ONLY. SEE SHEET 27 FOR EVENING CANYON ROAD DRAINAGE IM PROVEMENTS LEGEND. l~~I ~~~ 3" COLD MILL 2" ARHM OVER 1" MIN AC (MATCH EXISTING FS, TYPICAL) 2.5" COLD MILL 1.5" ARHM OVIER 1" MIN AC (MATCH EXISTING FS, TYPICAL) I I LOCALIZED AC PAVEMENT REPAIR !REFER TO CONSTRUCTION NOTE) CONCRETE REPAIR OR I :•·<c;: >~:.:;:}::;;;~1:J NEW CONCRETIE IMPROVEMENT ~ LOOP DETECTORS (BIKE AND VEHICLE! (PROPOSED) !EXISTING) EMERGENCY TELEPHONE NUMBERS AT&T (DISTRIBUTION) CHARTER COMMUNICATIONS COX COMMUNICATIONS MCI (VERIZON BUSINESS) ORANGE COUNTY SANITATION DISTRICT SOCAL EDISON SOCAL GAS DISTRIBUTION DAY 1714) 81 5-91 70 1714) 591-4880 1949) 322-0337 (800) 624-9675 (714) 593-7326 (714) 895-0573 (71 4) 385-3386 DETAIL LEGEND SHEET INDEX TITILE SHEET 2 INDEX MAP EAST COAST HIGHWAY AND SAN MIGUEL DRIVE PAVEMENT REHABILITATION 3 4 5 6 7 8 9 10 11 12 13 14-15 16-20 21 22 23 24 25 EAST COAST HIGHWAY TYPICAL SECTIONS SAN MIGUEL DRIVE TYPICAL SECTIONS STREET PLAN AND PROFILE -EAST COAST HIGHWAY: JAMBOREE ROAD TO STA. 99+00 STREET PLAN AND PROFILE -EAST COAST HIGHWAY: STA. 99+00 TO STA. 109+00 STREET PLAN AND PROFILE -EAST COAS T HIGHWAY: STA. 109+00 TO STA. 119+00 STREET PLAN AND PROFILE -EAST COAST HIGHWAY: STA. 119+00 TO STA. 128+00 STREET PLAN AND PROFILE -EAST COAST HIGHWAY: STA. 128+00 TO STA. 137+00 STREET PLAN AND PROFILE -EAST COAST HIGHWAY: STA. 137+00 TO STA. 146+00 STREET PLAN AND PROFILE -EAST COAST HIGHWAY: STA. 146+00 TO MACARTHUR BOULEVARD STREET PLAN AND PROFILE -SAN MIGUEL DRIVE: NEWPORT CENTER DRIVE TO STA. 12+50 STREET PLAN AND PROFILE -SAN MIGUEL DRIVE: STA. 12+50 TO MACARTHUE BOULEVARD GENERAL DETAILS DETAILS FOR CONCRETE IMPROVEMENTS SIGNING AND STRIPING PLAN -EAST COAST HIGHWAY: JAMBOREE ROAD TO ST A. 109+ 00 SIGNING AND STRIPING PLAN -EAST COAST HIGHWAY: STA. 109+00 TO STA. 128+00 SIGNING AND STRIPING PLAN -EAST COAST HIGHWAY: STA. 128+00 TO STA. 146+00 SIGNING AND STRIPING PLAN -EAST COAST HIGHWAY: STA. 146+00 TO MACARTHU R BOULEVARD SIGNING AND STR IPING PLAN -SAN MIGUEL DR.: NEWPORT CENTER OR. TO MACARTHUR BLVD. 26 SIGNING AND STRIPING DETAILS EVENING CANYON ROAD DRAINAGE IMPROVEMENTS CATCH BASI N HEIGHT DESIGN VELOCITY WEST/WATER EVENING CANYON ROAD SURVEY CONTROL ~ DETAIL NUMBER 27 28 29 30 STREET PLAN -EVENING CANYON ROAD: STA. 8+45 TO STA. 11+45 STREET PROFILE AND TYPICAL SECTIONS WITH WATER METER CROSSWALK THE SURVEY CONTROL FOR EVENING CANYON ROAD IS SHOWN ON SHEET 27. ~ SHEET NUMBER DETA IL SHEET STORM DRAIN PLAN ANO PROFILE GENERAL NOTES 1. ALL WOR K DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WI TH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLIEMEN TS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. TH E CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING Tl-lE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS. WATER VALVES, sea, SURVIEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES ANO COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMEN T AND CURB AND GUTTER SHALL JOIN AND MA TCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WCRK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY IN DICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFlCATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 9. SEE ADDITIONAL NOTIES TO CONTRACTOR ON SHEET 2. CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT 2.5" DEEP. 0 COLD MILL EXISTING PAVEMENT 3" DEEP. 0 CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. 0 CONSTRUCT 2" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" MINIMUM LOCALIZED AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 14. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" MINIMUM LOCALIZED AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 14. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RETAINING CURB !TYPE B, CF PER PLAN) PER CNB STD . DWG . NO. 182. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO . 181 AND DETAIL PER PLAN. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CROSS GUTTER PER CNB STD. DWG. NO. 185, DETAIL 1 ON SHEET 14, AND DETAIL DETAIL 11 ON SHEET 19. @ JOIN TO EXISTING AC PAVEMENT. @ JOIN TO EXISTING PCC PAVEMENT. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ REMOVE EXISTING CURB, GUTTER, MEDIAN PAVEMENT, AND AC PAVEMENT IMPROVEMENTS AND CONSTRUCT PAVEMENT REPAIR PER SPPWC STD. PLAN NO. 133-3 (CASE Ill. @ REMOVE EXISTING AND INSTALL STEEL FALSE CURB PER DETAIL 3 ON SHEET 14. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER <TYPE A, 8" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. @ CONSTRUCT MEDIAN CURB AND GUTTER <TYPE A, 6" CF, 18" GUTTER) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIAL DRIVEWAY APPROACH (TYPE ll PER CNB STD. DWG. NO. 160, DETAIL 1 ON SHEET 14. AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIAL DRIVEWAY APPROACH (TYPE Ill PER CNB STD. DWG. NO. 161, DETAIL 1 ON SHEET 14, AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER PER DETAILS 1 AND 2 ON SHEET 14 . ® REMOVE EXISTING IMPROVEMENTS CAC AND SUBGRAOE) AND CONSTRUCT 4" AC BIKE TRAIL OVER RECOMPACTED 190%) SUBGRADE WITH HEADERBOARDS PER DETAIL 3 ON SHEET 15 AND ROOT PRUNING ON THE S'LY SIDE PER DIRECTION OF CITY ARBORIST. @ REMOVE EXISTING IM PROVEMENTS AND CONSTRUCT CURB ADJACENT TO DRIVEWAY !TYPE B, CF PER PLAN) PER CNB STD. DWG. NO. 182, DETAIL 1 ON SHEET 14, AND ELEVATIONS SHOWN ON PLANS. @ COLD MI LL EXISTING PAVEMENT 1.5" DEEP . @ CONSTRUCT 1.5" AC PAVEMENT SURFACE COURSE. @ REMOVE EXISTING AC PAVEMENT AND CONSTRUCT 1.5" AC PAVEMENT SURFACE COURSE OVER VARIABLE THICKNESS AC BASE COURSE (2.5" MINIMUM) OVER RECOMPACTED (95%) EXISTING BASE MATERIAL. TOTAL AC THICKNESS SHALL BE 4" MINIMUM. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT MODIFIED CROSS GUTTER SPANDR EL ANO INTEGRAL CURB PER CNB STD. DWG. NO. 185 AND DETAIL 1 ON SHEET 29. @ REMOVE EXISTING AND CONSTRUCT INTEGRAL CURB AND GUTTER WITH SLOT DRAIN AND CONCRETE ENCASED PIPE PER DETAIL 6 ON SHEET 29. ® REMOVE EXISTING AND CONSTRUCT 8" AC PAVEMENT OVER COMPACTED 195%) SUBGRADE. @ REMOVE EX ISTING AND CONSTRUCT MODIFIED LOCAL DEPRESSION PER SPPWC STD. OWG . NO. 313 AND DETAI LS 1 AND 2 ON SHEET 29. @ REMOVE PORTION (24 "X24") OF EXIST CURB FACE INLET WALL PER DETAIL 5 ON SHEET 29 AND REMOVE 12" RCP AS REQ'O. @ CONSTRUCT 15" DIA. ADS N-12 DUAL WALL HOPE PIPE OR APPROVED EQUAL W/ CUSTOM BELL X BELL FITTINGS AS REQ'D AND BEDDING AND CONCRETE BACKFILL PER MFR RECOMMENDATIONS. @ CONSTRUCT 18" DIA. ADS N-12 DUAL WALL HOPE PIPE OR APPROVED EQUAL WI CUSTOM BELL X BELL FITTINGS AS REQ'D ANO BEDDING AND CONCRETE BACKFILL PER MFR RECOMMENDATIONS. @ CONSTRUCT CURBSIDE GRATING CATCH BASIN (SINGLE) PER SPPWC 303-3. @ CONSTRUCT GRATING CATCH BASIN LONGITUDINAL !SINGLE) PER SPPWC 304-3. @ CONSTRUCT GRATING CATCH BASIN LONGITUDINAL <DOUBLE) PER SPPWC 304-3 & DETAIL 4 ON SHEET 29 . @ CONSTRUCT 15" SLOT DRAIN ADS DURASLOT XL WI STANDARD TRAFFIC RATED GRATES PER MFR RECOMMENDATIONS AND TYPICAL SECTION DETAIL 6 ON SHEET 29. @ CONSTRUCT 18" SLOT DRAIN ADS DURASLOT XL WI STANDARD TRAFFIC RATED GRATES PER MFR RECOMMENDATIONS AND TYPICAL SECTION DETAIL 6 ON SHEET 29. @ CONSTRUCT CLEANOUT PER DETAIL 3 ON SHEET 29 . @ STORM DRAIN IM PROVEMENT PER SHEET 30. DISPOSITION NOTES ~ PROTECT IN PLACE <ITEM PER PLAN) [iJ rn RESET EXISTING CNB SURVEY MONUMENT. REMOVE EXISTING AND INSTALL NEW CNS WATER VALVE BOX AND COVER !WITH TEMPORARY SLIP CAN) TO GRADE PER CNB STD. DWG. NO. 513. I}] ADJUST EXISTI NG OCSD SEWER MANHOLE RING, FRAM E, AND COVER TO GRADE PER OCSD STD. DWGS. NOS. S-050A, S-055, AND S-055A SHOWN ON DETAIL 1 ON SHEET 15. GJ ADJUST EXISTI NG CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. OWG. NO. 400. []) ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. (]] ADJUST EXISTING CNB WATER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB SID. DWGS. NO. 400. IT] REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. [fil REMOVE EXISTING AND INSTALL NEW WATER VAULT COVER PER STD. OWG. NO. 507 AND DETAIL 4 ON SHEET 14. ® PROTECT IN PLACE (ITEM PER PLAN). 0 ADJUST EXISTING ELECTRICAL MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE. (_f) ADJUST EXISTING GAS VALVE BOX TO GRADE BY SCG. @ ADJUST EXISTING TELECOM MANHOLE RING, FRAME. AND COVER TO GRADE BY AT&T. © REMOVE EXISTING AND INSTALL NEW SCE ELECTRICAL HANDHOLE AND COVER TO GRADE BY SCE. (Q] REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOX AND COVER TO GRADE. [ill REMOVE EXISTING AND INSTALL NEW CNB TRAFFlC SIGNAL PULL BOX AND COVER TO GRADE. [j] REMOVE AND REINSTALL EXISTING NEWSPAPER STANDS. ~ ~ B] [ill REMOVE EXISTING AND INSTALL NEW WATER METER LID. REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX LID. ABANDON (CAP ANO BURY) EXISTING EXPOSED CONDUIT . REMOVE AND EX ISTING WATER MANHOLE SHAFT AND CONSTRUCT PAVEMENT REPAIR PER DETAIL 2 ON SHEET 15. ij] ADJUST EXISTING CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD. DWG. NO 406. [j] REMOVE EXISTING AND INSTALL NEW WATER METER AND COVER TO GRADE. i]'.Qj LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION CTYPl. @ ADJUST EXISTING ELECTRICAL VAULT TO GRADE BY SCE. ® ADJUST EXISTING TELECOM VAU LT TO GRADE BY AT&T. (j) ADJUST EXISTING TELECOM VAULT TO GRADE BY COX. @ ADJUST EXISTING TELECOM PULL BOX TO GRADE BY CROWN CASTLE. 0 0 STREET IMPROVEMENT PLAN SIGNING AND STRIPING PLAN 21 JAMBOREE ROAD -- ADDITIONAL NOTES TO CONTRACTOR 1.PROTECT ALL EXISTING IMPROVEMENTS UNLESS OTHERWISE SHOWN. --.,,,... 2.PROPOSED AC AND PCC REPAIRS PER PLAN. VERIFY EXACT LIMITS WITH ENGINEER IN FIELD. CONFIRMPOSITIVE DRAINAGE IN GUTTER REPAIRS. 3.EXISTING PAVEMENT STRUCTURAL SECTIONS ARE SHOWN ON THE BORING LOG TABLES HEREON. 4.PAVEMENT GRADE BREAKS SHALL BE LOCATED ALONG PROPOSED LANE STRIPING UNLESS OTHERWISE SHOWN. REFER TO SIGNING AND STRIPING PLAN FOR EXACT LOCATION OF PROPOSED LANE STRIPING. 5.PAVEMENT LIP THICKNESS ADJACENT TO GUTTERS SHALL BE AS FOLLOWS. Al ADJACENT TO BIKE LANE - o• (NO LIP) Bl ADJACENT TO BOTTOM LANDING OF CURB RAMP -O" (NO LIPlC) ALL OTHER CONDITIONS -3/8" 6 6.FINISH SURFACE ELEVATIONS AND GRADES AT INTERSECTIONS SHALL MATCH EXISTING UNLESS OTHERWISESHOWN 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 DRAWINGS. PAVEMENT RECONSTRUCTION SHALL BE PER DETAIL 1 ON SHEET 14. ALL IMPROVEMENTS SHOWN ON THE CURB RAMP DETAILS SHALL BE CONSIDERED AS INCLUDED IN THE UNITCOST OF EACH CURB RAMP UNLESS OTHERWISE SHOWN. 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 TREE ISSUES. THIS INCLUDES CONFIRMING LIMITS OF ROOT PRUNING AND ROOT BARRIER INSTALLATIONS AT LOCATIONS SHOWN ON PLANS. 10.CONTRACTOR SHALL PROTECT ALL EXISTING LANDSCAPING AND IRRIGATION IMPROVEMENTS ADJACENT TO NEW IMPROVEMENTS. THIS INCLUDES EXISTING TREES UNLESS ROOT PRUNING IS NO TIED (SEE #9 ABOVE).IFIT IS NECESSARY TO IMPACT EXISTING LANDSCAPING AND IRRIGATION TO F ACILITATE CONSTRUCTION (I.E. PLACE FORMS FOR CONCRETE), TIHE CONTR ACTOR SH ALL REPLACE THE LANDSCAPING AND IRRIGATION INKIND TO TIHE SATISF ACTION OF THE ENGINEER. 11.THE PAVEMENT EVALUATION REPORT INDICATES THAT PAVEMENT FABRIC EXISTS WITHIN THE PROJECT LIMITS. THE BORING LOG ON THIS SHEET INDICATES THE LOCATION AND DEPTH OF THE EXISTING PAVEMENT FABRIC. AS-BUILT PLANS (R_5536-5l ALSO INDICATE SIGNIFICANT PAVEMENT FABRIC THROUGHOUT ECH ALONG IN THE WESTBOUND DIRECTION. ADDITIONALLY, THE EXISTING AS-BUILT PLANS INDICATE UNDERLYING CONCRETE APPROXIMATELY 12" BELOW THE FINISHED SURFACE ALONG ECH. HOWEVER, THIS UNDERLYING CONCRETE PAVEMENT WAS NOT LOCATED IN ANY OF THE BORING LOGS, SO IT MAY HAVE BEEN PREVIOUSLY REMOVED AND SHOULDN'T BE IMPACTED BY THE PROPOSED IMPROVEMENTS . 12.PROVIDE HIGH EARLY STRENGTH CONCRETIE FOR CONCRETE PAVEMENT, DRIVEWAYS, AND CROSS GUTTERSSO THAT VEHICULAR ACCESS IS PROVIDED 24 HOURS AFTER POUR. REFER TO SPECIFICATIONS. 13.THE CONTRACTOR SHALL PROCURE AND INSTALL SLIP CANS FOR ALL WATER VALVES TO ENSURE ACCESS TO THE WATER VALVES AT ALL TIMES. UPON COMPLETION OF PAVING OPERATIONS, THE WATER VALVE BOX AND COVER SHALL BE PERMANENTLY ADJUSTED TO FINISH GRADE AND ALL WATER VALVE SLIP CANS SHALLBE DELIVERED TO THE CITY'S UTILITIES DEPARTMENT. ----- SAN MIGUEL DRIVE ----- 25 / .. 15+ -1--AVOCA INDEX MAP SCALE: 1" = 200' CLUBHOUSE DRIVE EAST COAST HIGHWAY BORING LOG BORING AC (IN) AB (IN) CTB (IN) C-1 C-2 C-3C-4C-5C-6C-7C-8C-9 C-9A C-10 sc-x 8.5 20.5 ---7 --- ---9.25 19.75 ---8.5 ---15.5 7.25 17.75 ---6.25 11.75 ---7.25 5.75 ---9.25 4.75 ---5.75 10.25 ---6.5 10.5 ---8.75 7.25 --- GEOTECHNICAL BORING(SEE LOCATIONS AND TABLE HERON) FABRIC DEPTH (IN) ---------------4.5 2.5 ---------3.75 SAN MIGUEL DRIVE BORING LOG BORING AC (IN) AB (IN) CTB (IN) C-11 C-12 C-13C-14C-15 sc-x 9.75 ---11.75 9 3 ---6.75 6.25 ---7.75 4.25 ---4 16.5 --- GEOTECHNICAL BORING(SEE LOCATIONS AND TABLE HERON) FABRIC DEPTH (IN) --------------- -__ _,. --0----22 -1·--- --.,,,... .,,,... .,,,... -4 U'-8 NEWPORT CENTER DRIVE --- --------c-,-�:��--, _,_ -----1 --------IRVINE TERRACE -- EAST COAST HIGHWAY INDEX MAP SCALE: 1" = 200' "...... I '' ...... ...... ...... INDEX MAP& SCALE: 1" = 200' -,---9 ---L ...... ...... 2t·S?·t 120 t- - I �\,;;r+U@' I ; -, --�1-----..J_ . I-------- CORPORATE PLAZA DRIVE AVOCADO AVENUE --23 -----1_ -------- I i- I I -l_ -I II 200 MACARTHUR BOULEVARD 24 •SC- GRAPHIC SCALE 0 200 6 00 SCALE: 1" = 200' C-8925-2 � I- • u� LlaJ ci�5Q_ :ilz I ou,= 0 .,o!::: �_, "' ffi � < • :r: • �� I-jz • w • ::, £ w5!> �< C a.. ·3= w e "' " "'/ 00 0 _, ., w .. :::, "'l!> "' 0P-LA-NS_P_R-EP-AR_ED_B_Y-.----------�--------�--------�-�---�-----------------�--�- RE-�-EW_E_D -,-----�------------------------------1:� INDEX MAP i'.li� () Stantec UNDER THE SUPERVISION OF : 38 lECHNOLOGY DRIVE, S1£ #200 IRVINE, CA 92618 (949)923-6000 TEL (949)923-6121 FAX BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER " 0 EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �,, PAVEMENT REHABILITATION AND � � ,: 0 EVENING CANYON ROAD DRAINAGE IMPROVEMENTS � �:r: .. 1--------------------�----------,,-5 JEFFREY W. WILKERSON CITY OF NEWPORT BEACH R-7038-S ��11/28/23 DESIGNED: DRAWN: & 08/26/24 STREET IMPROVEMENT REVISIONS 1----------< u "' L _____________________________________________ _J_R_.c_.E_._6 _34 _6 _6 ____________ L ________J_c _HE_c _KE_o_,�J�WW�D _A _TIE�:1�1/�2�B/�2�3L..:N=0·_1__=DA�T�E_J...::.D=ES=C=RIP�TI�O=N�O�F=R=E�VIS=IO=N=S----------LAP�P�RO=V=E=D LDA�TIE=:=1=1/=2=B =/2=3====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=--o=F�3�3�3� \ .,,,.. .,,,.. - . . .,,,.. .,,,.. S C-5 .,,,.. . .) .,,,.. .,,,.. -.,,,.. B .,,,.. .,,,.. .,,,.. .,,,.. C • MACARTHUR BOULEVARD \ j ,~-\ .. -C-3 .. --\-\-- 10 11 I ------\ l ~~I ~ ----~ 1, RECORD DRAWINGS These Record Dra'Mngs have been prepared based on information submitted, in part, by others. While th is informati on is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a resu lt I ......._ I ' I ......,........; -........, --- 11 11 It, I I I L_J PER PLAN w 0.. RIDGE LINE EXISTING SURFACE ...J w Wx zw ::J I WUz !:::c �� :':I:,; �EX!STfNG - ::J z o• � � QXl) OR GXD PER PLAN LEFT TURN POCKET DETAIL SC ALE: NTS DRIVEWAY PER DETAILS ON SHEET 20. l z LL 0 '-' � ' 0 9' GRADE BREAK AT S'LY BUFFER LANE LINE (MATCH EXISTING) �EXISTING GXD PAVEMENT TAPER AT DRIVEWAY DETAIL SCALE: NTS 2 NEW BIKE TRAIL GRADE SHALL MATCH EXISTING FOR REPAIRS LESS THAN 40' IN LENGTH AND SHALL BE BETWEEN 1 % AND 2% FOR ALL OTHER REPAIRS INSTALL HEADERBOARD ONBOTH SIDES OF BIKE TRAIL PER DETAIL 3 ON SHEET 15 REGRADE AT 3: 1 MAXIMUM SLOPE AND REPAIR IMPACTED LANDSCAPING AND IRRIGATION SYSTEM r-1 I I :,? ? ?-?,� -----__1 I L _______ j --------- REMOVE EXISTING IMPROVEMENTS (AC AND SUBGRADE), PRUNE CONFLICTING TREE ROOTS PER DIRECTION OF CITY ARBORIST, AND CONSTRUCT 4" AC PAVEMENT OVER RECOMPACTED (90%) SUBGRADE BIKE TRAIL WIDTH (MATCH EXISTING) S'LY R/W PER PLAN BIKE TRAIL PAVEMENT REPAIR DETAIL SCALE: NTS 3 REPAIR IMPACTED LANDSCAPING AND IRRIGATION SYSTEM. PROTECT EXISTING TREE CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT 2.5" DEEP. 0 COLD MILL EXISTING PAVEMENT 3" DEEP. @ CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM> AC LEVELING COURSE. © CONSTRUCT 2" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. PAVEMENT LEGEND � ARHM -AC LEVELING COURSE I I AC BIKE TRAIL PROVIDE AC BIKE TRAIL PAVEMENT REPAIRS IN S'LY PARKWAY PER DETAIL 3 AT LOCATIONS SHOWN ON STREET IMPROVEMENT PLANS. N'LY R/W C/L S'LY R/W N'LY R/W C/L S'LY R/W (VARIES), < 10'), I (13'), (13.5') I I I i ---- N'LY R/W (6'), (7.5'), (8'), I (8.5') I I I i----- -'1 11 11 It, I I I L _J w 0.. - ...J z o' �o w (L - ...J z �C> (VARIES), (84'), 123') (VARIES), (48'), (55') (VAR.), (VARIES), (53.5), (55'), (58'), (71 ') (6') I n---------n GRADING OF LEFT II II II ...JI ///..Al �o/. \,\\l-1 / / / / / / / LJ 60%\A /,//. / / / / / � 2 41--------------1 0.. II TURN POCKETS PER II DETAIL 1 ABOVE. II IL ILL/////??;, LI ////.,. "' .... ,,,.,,,,,,,,,,,,,,,.,.,,,, I �15,:6% M,\X1//// EAST COAST HIGHWAY 90+04.07 (JAMBOREE RD> TO 105+00 STA 116+00 TO STA 122+00 (CLUBHOUSE DR) NOT TO SCALE C/L (VARIES>, (98'), (98.5'), (103.5') (54.5'), (64.5') (VAR.), (6'), (VARIES), (48'), (52'), (62'), (68') (12'), (13'), (26') I n---------n GRADING OF LEFT II II II 0721 \All-I //,// I �o/. / / / / LJ 3 J% \.A / / / / / / • .,. / / / w 0.... II TURN POCKETS PER II DETAIL 1 ABOVE. II IL i�✓ .... ., I ,, / / / 1 LI ,,//////7, �0% MINw / / / / , r, 5.7% M,1xz 0 �./ /,,.,. NARIES), (50') (50'), (52') w 0..- ::J z 0' �o (10'), (12') rr 11 11 .,JI I I I L _J w 0.. - ...J z �o -- (12') I I I I ---l S'LY R/W N'LY R/W I (10'), (10.5') t------n (48') RAISE DRIVEWAY CURB AND PROVIDE PAVEMENT TAPER PER DETAILS SHOWN ON SHEET 20 AND DETAIL 2 ABOVE. II II I 117'7-'7--... � MIN . J,S%MAx'-II LJ w 0..- ...J z a = �o (84'), (85.5') ( 16'), (17') rr--------n11 II 11 II ..J I 11 I I I I 1177�L _I u w 0.. - ::J z a = � 00 -----------! 2 4 1---------i (102.5') ( 11 'l (53.5') EAST COAST HIGHWAY (4') STA 105+00 TO STA 116+00 NOT TO SCALE I t---- I I ----l -'11111 It,I I I L_J w 0..- ...J z �o rr-n 11 II 11 II -,11 II I I I I II L _J uw 0.. - ...J z o' � 00 -"' ------------1 1 3 1------------a I (48'), (VARIES) C/L I (72'l l � MIN _ 7,0%Mi;x- (50') (50') (11.5'), (12.5'), rr 11 11 -J I I I I L _Jw 0.. - ...J z a= �o (VARIES) ---1- S'LY R/W ( 12') ---1 - t----------------< 1 3 >-----------------< f----------------j 1 3 >----------------, EAST COAST HIGHWAY STA 122+00 (CLUBHOUSE DR) TO STA 147+50 NOT TO SCALE EAST COAST HIGHWAY STA 147+50 TO 151+67.27 (MACARTHUR BLVD) NOT TO SCALE w 0.. - ::J z i5 == � 0 I-t�5 ON "' 0a. :ilz I 0 " ,= 0 .,o !::: � ..., "' ffi � < • :r: •�� ,...Jz • w • ::, £ w5i> "'< C a.. ·3:w e "' ""'/00 0 C-8925-2 g�l!> "'�---------------�-------�--------�-�---�-----------------�---�--------�--------------------------��PLANS PREPARED BY RE"1EWED: EAST COAST HIGHWAY TYPICAL SECTIONS ?i3 () Stantec UNDER T HE SUPERVISION OF: 38 lECHN0LOGY DRIVE, S1£ #200 � 6l v, • IRVINE, CA 92618 • • • EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �: (949)923-6000 lEL a. (949)923-6121 FAX PAVEMENT REHABILITATION i :/ BEN DAVIS RCE 82033 :r: .. ASSOCIATE Cl"1L ENGINEER � � !---------------------�--------,,-� JEFFREY W. WILKERSON CITY OF NEWPORT BEACH R-7038-S ��11/28/23 DESIGNED: DRAWN: 1----------< " ,,, L _____________________________________________ _l_R_.c_.E_._6 _34_6 _6 ____________ L _______ _l_c _HE_c _KE_D_:�J�WW�D -A _��=1�1/�2�B/�2�3LN=0·-1.._=DA�T�E_..i::.D=ES=C=RIP�TI�O=N�O�F=R=E�VIS=IO=N=S----------LAP�P�RO=V=E=Dt....::.:DA��=:=1=1/=2=B =/2=3====L----P-U_B_L_l_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _l�S=HE=E=T�3�o=F�3�3�3� ---0 l- ---,--------------,oc I I -~___.,..,-,--, ::--------..___::::------.-._ -~ --------- 11 / / / / / _J z -/ / s;;i 2:, - 11 / / / / / 11 / / / / I lt,'f7 /' I I r I I L_J - I J -,, I ✓,,,,/✓,,,,,,, I , I_ " - ////// 11 ////")', 11 / / / ./7"",,. -.J I I 7 I I I I L _J J I I RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \~.lhich may have been incorporated into these plans as a result. +-G:l / -z " -0 ~ 11 11 -.J I I "' I I L _J N'LY R/W I I (50.5'), , (12.5'), CVAR.l I C/L S'LY R/W N'LY R/W ICVAR.l (50.5') I I (9') (38') ' (38'), (45.5'), NARIESl (5'), (12.5'), , (8') ' (VAR.) I I I 7 I I I L _J C/L (62)(52) (50 ') (4') (62') CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT 3" DEEP.© CONSTRUCT 2" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. PAVEMENT LEGEND � ARHM -AC LEVELING COURSE S'LY R/W (7') ©::Df-----------------jil� c:, 0.. - ::J 7 I I I L _J c:, 0.. - ::J:z SAN MIGUEL DRIVE 5+62.25 (NEWPORT CENTER DR) TO 14+42.20 (AVOCADO AVE)NOT TO SCALE = Si:O i---�------------{c 2 r 4 ;,__ ____________ _____, �a i----------------<C2l4;>-------------_____, SAN MIGUEL DRIVE STA 14+42.20 <AVOCADO AVE) TO 18+09.42 (MACARTHUR BLVD) NOT TO SCALE -- I-t�5 0 "'"' 0a. :ilz I 0 " ,= 0.,o!::: �..., "' ffi � < •:r: •��I-jz • w • ::, £ w5i> "'< C a.. ·3: w e"' " o:/ 000 C-8925-2 g�l!> "' �---------------��-------�---------�-�---�------------------�---�--------�--------------------------------,�� PLANS PREPARED BY RE"1EWED: SAN MIGUEL DRIVE TYPICAL SECTIONS ?i3 () Stantec UNDER THE SUPERVISION OF: 38 lECHN0LOGY DRIVE. S1£ #200 £<%!_ES$/� �fi__ v, •• 1Rv1NE, cA 9261s rr,.,1,.M',,,� ,,"/4 «.'ii-t�ft:; • • • EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �: (949)923-6000 TEL 1'Xi! >-a. (949)923-6121 FAX ' JOD"u' ,;, , PAVEMENT REHABILITATION � � v /1{.V63466 BEN DAVIS RCE 82 033 :r: •• � Exp. 09/30/24 * ASSOCIATE Cl"1L ENGINEER � �!---------------------�------�,-� JEFFREY w. w1LKERsoN 11;2s/23 , u'�?-1::0;'��1.J�'v: DESIGNED, DRAWN, c1TY oF NEWPORT BEACH ,__R_-7_0_3_8_-_s----< �1 L _______________________________________________ _l_R _.c _.E _._6 _34 _6 _6 ____________ _J_ ________ __Lc _H _Ec _K_ED_:�J�W�WLDA_�__l_:11�/�2�8/�2�3LN=O�.J__::D�A�TE:__J_D=E=S=CR�IP�TI�O�N�O=F�R�E=Vl=Sl=O=NS:_ _________ _J=A�P�PR�O=V=ED:_i_D=A��='=1=1 /=2 =8=/2=3=====L _____ P_U_B_L_lc_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ____ LSH�E=E�T--=4�o=F�3�3�3� RECORD DRAWINGS These Record DraVvings have been prepared based on information submitted, in part, by others. 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'l �97,.,--("1":6·4-%-'>----+-��---------+-------------+------------+-'-�· ·u,-r--g-o1�===�-,..._ a:,;----1,1---'\�e+-�-:'.'e--. --�� ·cxi-o-JI-----,"'-� -�-�j=-====�,5;;:j============_=:jf-------------+------------"-'o -�--ii-,;,_•;,__ ___ -'-"'·· r---r-----._. --�-- • tO ·c..o·ro + .c-J. r:..· -�-� I :,.;;_ -�ho C'l--�-...:. ----....... >-------------+------------, -� -� Ol -�r-,.:'------H------------+-----------+------------+-----------+------------+-rn .<Xl �--1.Lf ·1"-'::l'>i::=====:c�Ol��=�,t=.�+=�:::::::::;;;;;:;:::j:==.::;;=;:;;;;;:==:!::::�M�;=� SCALE: >-------------+-----------� = ----.!,).!,? --,0:96%-) >------------+------------="' ,t:: ,..._ ---'---+-----------+------------+-----------+------------+-----------+-7'------t----:-===1'�-,-,-!-,'c=:--�='-'===,'t° %C+--+----'"--'--2.&%.',_----'-----, HORIZ: 1''=40'--t,2_ / ,%)-/ --+--<'�%'>------'-\r:r�,_O_o_«_-+----· -----------i e----------+--------�-�-=-=1:..:-=--.... 2.,.;Ji%''--------+-----------1-------------+-----------1-------------+-----------+----1·Hc'2�%-•'>-----'-1-"1 '""1u'B=c%.c.c•'--+-----------+------------, VERT: 1"=8' > • p uwWUci Cf) 90+00 p <XlOl+0 Ol --- 91+00 92+00 93+00 94+00 95+00 JAMBOREE ROAD EAST COAST HIGHWAY 96+00 97+00 98+00 1/) 1/) 0 30 1:U111CO..----U OZNO"'"JOp p 0 0 + en en <D< II-wU)ww :::c z U) -w...I wr+rl :::c U) CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT 3" DEEP. © CONSTRUCT 2" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181, MODIFIED PER DETAI L SHOWN ON PLAN. @ JOIN TO EXISTING AC PAVEMENT.@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PERCNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ANDGUTTER (lYPE A, 8" CF AND VARIES) PER CN B STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. @ REMOVE EXISTING IMPROVEMENTS {AC AND SUBGRADEl, PRUNECONFLICTING TREE ROOTS PER DIRECTION OF CllY ARBORIST, AND CONSTRUCT 4" AC BIKE TRAIL OVER RECOMPACTED (90%) SUBGRADE WITH HEADERBOARDS PER DETAIL 3 ON SHEET 15. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLAN)[j] RESET EXISTING CNS SURVEY MONUMENT. [I) REMOVE EXISTING AND INSTALL NEW CNS WATER VALVE BOX AND COVER (WITH TEMPORARY SLIP CAN) TO GRADE PER CNS STD. DWG. NO. 513 . [lj 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 15.[I] ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, ANDCOVER TO GRADE PER CNB STD. DWG. NO. 400. [fil REMOVE EXISTING AND INSTALL NEW CNB STREET LIGHT PULL BOXAND COVER TO GRADE. [QI REMOVE EXISTING AND INSTALL NEW CNS TRAFFIC SIGNAL PULLBOX AND COVER TO GRADE. [ill REMOVE AND EXISTING WATER MANHOLE SHAFT AND CONSTRUCTPAVEMENT REPAIR PER DETAIL 2 ON SHEET 15. [QI LOCATE AND PROTECT EXISTING CllY FIBER OPTIC CONDUIT NEARALL EXCAVATION CTYPl. � REFER TO SIGNING AND STRIPING SHEETS FOR EXISTING SIGNS. UTILITY COMPANY NOTES (D ADJUST EXISTING ELECTRICAL MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE. (j) ADJUST EXISTING GAS VALVE BOX TO GRADE BY SCG. @ ADJUST EXISTING TELECOM PULL BOX TO GRADE BY CROWN CASTLE. PAVEMENT LEGEND I� I I - �� (PROPOSED) (EXISTING) 3" COLD MILL 2" ARHM OVER 1" MIN AC <MATCH EXISTING FS, lYPICAU LOCALIZED AC PAVEMENT REPAIR (REFER TO CONSTRUCTION NOTE) CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT LOOP DETECTORS (BIKE AND VEHICLE) CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT 40 C1 21.29' 35.00' 34'51'18" LINE TABLE LINE LENGTH BEARING L1 L2 27.25' S73'38'34"E 142.23' S77'39'40"E GRAPHIC SCALE 0 40 SCALE: 1" = 40' 10.99' 120 I C-8925-2 � I- •u '0 LlaJ tn�5Q_ fl z Iou,= 0.,o!::: � _, "' ffi �< • :r: • �� I- j z •w • ::, £ w5i>�< C a. ·3: w e"' '0"'/00_, ., w ..::, "' l!> "' ,P-LA -NS_P_R-EP-AR_ED_B_Y-.----------�--------�--------�-�---�-----------------�--�-RE-�-EW_E _D _:-----�-------S-T_R_E_E_T_P_L_A_N _A_N_D_P_R _O_F_I_L _E ______ --1:; 38 lECHNOLOGY DRIVE. S1£ #200 £<%!_ES$/� �fi__ v, • () Stantec UNDER THE SUPERVISION OF: IRVINE, CA 92618 /1'/,E i.) «. 'iZ,t<': ft:; '• • EAST COAST HIGHWAY AND SAN M !GUEL DRIVE �:(949)923-6000 TEL 1'Xi! >- a. (949)923-6121 FAX ' JOD"..,, ,;, , PAVEMENT REHABILITATION � � v /1{.V63466 BEN D AVIS RCE 82033 :r: .. � Exp. 09/30/24 * ASSOCIATE Cl�L ENGINEER EAST COAST HIGHWAY: JAMBOREE ROAD TO STA. 99+00 � �f-----------------------�---------1,-� JEFFREY W. WILKERSON 11/28/23 , ,J'<�l't::0;1��1.-\�� 'v: r:Dc-::ES,..,.IG-:::NE=-D:--t-::-DR,-::A::-WN_: ___ -+------1f----------------t------; CITY OF NEWPORT BEACH 1--_R_-_7_0_3_8_-_s--i �$ L _______________________________________________ _l_R _.c _.E _._6_34 _6_6 ____________ _J_ ________ _Lc _H _Ec _K _ED_:�J�W�WLDA_�_l_:11 �/�2�B/�2�3LN=O�.J__::D�A�TE :__J_D=E=S=CR�IP�TI�O�N�O=F�R�E=Vl=Sl=O=NS:_ _________ _J=A�P�PR�O=V=ED:_i_D=A��===1=1 /=2 =B=/2=3=====L-----P-U_B_L_lc_w_o_R _K_S_D_E_P _A_R_T_M_E_N_T ____ LSH�E=E�T �5�o=F�3�3�3� ----. ----__. -' •• --~ ' .-- _;~=':-=·--=· ----1: ---'-½-,_ --1---~-o,t • .1· ==============:::t:============::::::1~============~·1========1' -• ,::·_;;;_ :i:-..: ---~ ~ '---::-f'.': ---.---_--~-·I: -. ..-,.., _;JI---'-,-- I ,------<O;> en I g U... ~. ;::::: C.0 r:===========+=============~=============t=============+=======J-~l =====t;;::====::::;;~CLJ§::====~o~fJI..J ri t o rn + -: ■■ ■ t-en U::: 0 ' o -/ "@ .. , Lf1 r.o r--,'t=============t:=============1=============::t:?'!~======1 ~ -(:2---'-'8 .. -Er::------<O..o•;t-_-----~o '-O Lrf LO / + .;~=========::.!.;'1,:r--;-~~~~~~~"':'-·+·!:9_'-j--------------+-------=-cc=c-cc==*=-------------1--'•~l-i-~·•L.. ____ --i +------------+--------------+--------------+-------------+---------<,N. -O O LO:;;_--; --L -...,,.!_,-----+-(0 / LO,.,... en·-~ n-------------+------1--EX "'LV MEDl'N".,..•.,....·----------=-1·'·'-' -·ix,i---;o--·u :V-·co---:;r----a, ~ 1-..-l-'4--1-~ '"T v ·, f------------+--------------t--------'-"'~t-----+--------------+-------~'° _ . ,~<00 ______ ,,,, .... ,.,,nc1--------,i,..,.·<IC ='>-----~"'~,..__. I ......_ ,t'", I O U... 0 -•~00_1_:,u,_.CL.. __ +--------------l--------£-_._ ___ ,.;,,, _..,.IX) (n_ CO Of -I --" I en -• ...,_ -1-''y"c'-•c_ ____ _, u, ·w::. ...... -..--% ·,·0·-:=,=,-%->--+--+------------+------,--,.~-----oc-i·U1>----~o-1.i ._ ·a, --,-----:0 -+-_---+--------------+--------<,,,.._<X> m ..... t1 ·1 ~ i ,89-%~ aJ O ·i:.:_ 0 ""1.·>----/;-,,,s-•a,il:'Cll_._-----,_5 __ U... ~ -";" ' ' ' ' ----! -l -1:... ' _-___ .) U, --.: ;:::::: / ,....:; -;:::::: 0 "'' LO m a,_ 0 co O -r--. / L() _;..+-,,_ ______ ~ 0 rj_Q_0:%1 ----... __. -~ --' f------------+--------------1--------------+-----+--~--f ~. ~+--+,------------+--------------+------_-_----. I I ' -•··•-----~- ' ' ' ' ' ' ' ' ---••------_,.._ I ..-"I I • ·,_·"----·-----<CO·~-------------+---'-----'➔• ·----===---t1--=--= _ ·---~ -__ , -c ·"-"' . --• -~-- -_-__ J _________ ~-::------"'•"' ,t-r-t.:· ============t=====::;_:-_:..:.::..j,.:.:.=-· -------~--,-'-------------r-------------"T'-------------,---;-~--~~----------~➔---~..,... ____ -_ .... , .... ~---~------i·,,..-_-_____ -_ -=--=------+------~·~·---• • • I --_,, _.__ --• ..:____ --- • 1 --·--------t'-~-~---=~'"t--------------t-'-------------+-'-------------f'--------------t-'-------------+-'-+----=1-------------------------------~--I .-0 I I I ''f-------------l'------------..:-:...::··~--======~::::=:::::..:· __ +-•--------------i--------------j-'-------------+--------------,'f--------------~·~=-=~--_.;;;;::;;=-=~--.---I l I t I ~ ----· c,: u u.J ,,., ::;; r-"' ::a oll <D 0 r--u <( + 0 0) --TS----15--- EX. m I --co.lM I I m CALTRANS R/W : I I I m I I I ~ ·- 10 90+04.07] I 90 -1----i ~-½f-,,<-,' I 90+04.07 I BEGIN CONSTRUCTION I AT CALTRANS R/W I I ::;; -::;; u 0 ::;; u c,: ::;; c,: u ::;; r-w 0I u u r---<D cq N ,,., + 0, .... .... .... .2' RT URB p RAMP p COMM AT&T 91 +97.01 BCR P CURB RAMP "' ,= ,,., . • 00 ~~ + • ,,., IX) "' "' 12 93+20.90 10 93+86.63 a 2 FO 12 ,= ,,., in ..,. . . -r---..,. X +c-' BCR ~ ~ a ,< w • z <D u p -CC lM-----= COMI----COMM- "' ,= IX) • • IX) :::::~ + • ,,., ~ "' 12 "' ,= IX) • . ..,. ~ ~ + • ..,. ;": "' 12 ,,., ,= ,,., . • "' "' • "' 0 +-..,. X "' '"' "' ..,. 20 ::;; -::;; u 0 ::;; u I --- FO 12 ,= f")Lt"? IX) "' • X 0=-1 +""! "' 0 "' ... "' (/) (/) • "' MM----COMM----COMMl_ __ _ EX. R/W " ;,. I "' • I N Ll1 =I= CO O ~ +- "' X 0) '"' ..,. ..,. 20 ,< w • z <D u LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (TYP) 12 FO Cl rn ~ (/) "'"' = rn r---: LO cc,ZCOX ...... u+__J P " a 0) - FO 12 "' ~ N ,n !:;: LO +~ oo a "' */~~' / ~ '1/01/$ ;{ 7: ' -SL-- 0 0 M----COMM--- - C MM----COMt.4----COMM· ---COM N - ---:OMM-..-......,-COMW LO 3:: r.o 3:: "l L{) ~ L() ~d qJci + ..----+ ...... r-,..X r-,..X O} =-1 0) =-1 "' "' ,,., r--20 20 20 RECORD DRAWINGS These Record DraV1..ings have been prepared based on information submitted, in pa rt, by others. While th is information is bel ieved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into ttiese plans as a resu lt. "' L,_ "' (/) r--"' + "' IX) -o, II :"; :;,. 20 II ..... z • --' I- 0 97 • ... ... �r -.- . . . . 8_"'-·__ N o :cii ....... O'l - - , ..... _ � �--� �--� ..... -J ,0 .20%-:-0.1-6%-, ' Q,09%-' <0.46%1 I Q.0_9_% I . 0 • .. u..... II ........ ■II 977- • c, .r5%, '-1,04%' ,0.6'1"%, ,0,4'7-%-)------,'0,47'.%'1---+--m.n ,-;, ,o.82%·,-------<:0.,-6%'1---+--m.ss%�'--��---+-----------+------------+-----------+------------+-----------+------------+-----------+-,o----------< CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT 3" DEEP. © CONSTRUCT 2" ARHM O VER 1" (M INIMUM) AC LEVELING COURSE. ® REMO VE EXI STI NG IMPROVEMENT S AND CO NSTRUCT 8" MI NIMUM LOCALIZED AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 14. @ REMO VE EXI STI NG IMPR OVEMENT S AND CO NSTRUCT SIDEW ALK PER C NB STD. DWG. NO. 180. @ REMO VE EXI STI NG A ND INSTALL STEEL F ALSE CURB PER DETAIL 3 O N SHEET 14. @ REMOVE EXISTING IMPROVEMENTS (AC AND SUBGR ADEl, PRU NE CONFLIC TING TREE RO OTS PER DIRECTIO N OF CllY ARBORI ST, AND C ON STRUCT 4" AC BIKE TR AIL OVER RECOMP ACTED (90%) SUBGR ADE WITH HEADERBO ARDS PER DETA IL 3 ON SHEET 15. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLA N)rn ADJU ST EX ISTING OCSD SEWER MANHOLE RING, FR AME, AN D COVER TO GR ADE PER OCSD STD. DWGS. NO S. S-OSOA, S-055, AND S-055A SHOWN ON DETAIL 1 ON SHEET 15. [I] ADJUST EX ISTING C NB ST ORM DR AIN M ANHOLE RING, FRAME, AND COVER TO GR ADE PER CNB STD. DWG. NO. 400. [I] REMO VE EXI STING AND IN STALL NEW CNB SURVEY MONUME NT FR AME AND COVER TO GR ADE PER CNB STD. DWG. NO. 116. �-+-----------+------------+-----------+-------F-1 E-X-. StY-ME0IAN-F-1---------�::""<-+-----------+------------+-----------+-----,t-------+------------+------------l---------------+------------l---------------+-----------0-1-u, :111..,�----o,.t.c;,,--,-----<;;;;�11 }�"'"' ----98· �ci LL [fil REMO VE EXI STI NG AND INSTALL NEW C NB STREET LIGHT PULL BOX AND COVER TO GRADE. • r. II I 97 - 10.52%.1 J • a.. a. __ / U1 _'q"'� _____ o ..-LO CO / T CC? =-f=" ·m,-----•+-- , r) n-n:------1 --�--------':□J-0>----------)0�1 I ..--- -..---- -,..... ._. ••0'¼-----!□ oC?w Orn o LL o.,.L... c 5 'LL :+>'-'c::----.,=;� u.. (OJ J.%1 <0 . .16%1 -·',O::Z8%, 0 Cf) ,0:26%, l=----Q+-----!c:L c:5' o m ■ _ o·-�----��,c-�b�----o=·!=E=============��""'.t';t�======��-t--��-tW====:=j +� �� +� e "' c'i_---------,c'-_ =e------<G--= -u '.2 -!:';-'-•tt· G'V � =� 0� II ...... - ,....·:::; ..- -...... z '0,08%) • 97 I [ill REMO VE EXI STI NG A ND INSTALL NEW C NB TR AFFIC SIGNAL PULL BOX AND CO VER TO GRADE. [QI LOCATE A ND PROTECT EXI STI NG CllY FIBER OPTIC CONDU IT NEAR ALL EXCAVATIO N ITYPl. PAVEMENT LEGEND 1-----------'"'�•---11---•{l.D..Zo'-f-------�::t==============t==============t=============+==============t==============+==============t==============t==============t==============t=============+��-=====:=j ; I� I I 3" COLD MILL. 2" ARHM OVER 1" MI N AC (MATCH EX ISTING F S, lYPICALl 1------------+----------------<------------+----------------<1------,r-<'�x-:-g-'ty-p1--c--+------------+------------+------------+------------+------------+--------------------------<l----------+-------------l------------+--------------11-----/-.:::_::_::__::_:___:____:: __ -+-___________ l-__________ -+-___________ l-__________ -+-___________ l--________ -9-=1-<!>l------------1 LOC ALIZED AC PA VEMENT REPAIR <REFER TO CO NSTRUCTION NO TEl �=========:t:===========1======;:=====:+=;:::===::::;::;�:;:;::===�b;;::::==it=.'91�;:====s��===��===�r;:;=�===m�:i====s�J+1;:===��::p,:===�r;;,:s====m��===i�r;;��==�an�_,�'-'�===iot-_,�'-'---�a-"::J""""0--0""'-c... w f-f------------11----__ -----------1--_-_-_-_-_-_-_--:,,a-;1'�-c--:-'-",-:----_-_-_-_-_-..... �o;:f-=�'-'�---0,._ 1?"'� ·1_r-81----,1'-8.,.,�=·�[':'l�f---_-_-_-_-_-�;,e8,,..-�TC�·,'!w,d_·�_ -_ -_ -_ -_ -_ -'�8-.,.-c::'_i'l ___ �o-·[i-·'"�1-----1§-"LL w 8--[i•+�+------:8--rtB;-------;=;8 -ct-&3-----;=;f:1 � &1------68--ti-�c--------<O· ·t;i:: w1-----�-·b:: Wl--------<S· ·l:z:: w 8-�:1-----------197 o u._ w .....J c.., ;:=:; 1'?"....:. o LL w --: 1 o o _ _ o _ _ ci" _ _ o - - a - - d o'"' - - ,,... :-::::: -,,....., - -.�--<D-o, ]-CO NCRETE REP AIR OR NEW C ONCRETE IMPRO VEME NT .,-"""q"" -M4%' "HORIZ: 1 "=40' 1------------+--''0.9Bz,,�•---"-"·_u,__·,_,, __ --+-----------+-------------+------------+-------------+------------+--------------+------------+------------+--------------< 0 0 + 0, It) 0,• 1-w <(1-w u, :::c wu, z ww ...Ju, � o;;,:N • • <Xl �x 0 _J + " "' "'"' �,,,20 COMM p ::;; -::;; u 0 ::;; u ··-COMM "' 100+00 COMM Z IIloz :::.u p C(MM "' ;;,:� . N <Xl ,,, ::5+ " a "' 0 <D 20 IIlozu.. up 101+00 :J IIl,-z Cf) u p COt.1M --,-,-.: CJ:: + C'J0 "' 0 COMM G:_CDMM ,,, Cf) "' Na, + <D - No 11 -<( ::; � N20 0 Cf) • IIl <D z ,,, up 20 102+00 Z IIloz ::;; u p 20 1/, Z IIloz ::;; u ).I, z1/, 103+00 104+00 105+00 EAST COAST HIGHWAY 106+00 107+00 108+00 20 m -0 u..• Cf)� <D .... ♦N� If -<( ::; 20 VERT: 1"=8' • ' 40 ' GRAPHIC SCALE 0 40 SCALE: 1" = 40' 120 I C-8925-2 "' I- • u�LlaJ t;; ON "' 0 Q_ fl z I ou,= 0 .,o!::: �_, "' ffi � < •:r: •�� I-jz •w •::, £ w5i> "'< C a.. ·3:w e"' " o:/ 00 0 _, ., w .. :::, "' l!> "' ,P-LA -NS_P_R-EP-AR_ED_B_Y-,----------�--------�--------�-�---�-----------------�--�-RE-Vl-EW_E_D -,-----�-------S-T_R_ E _ E _T_P_L_A_N _A_N_D_P _R _O_F_I_L _ E ______ -----1:; 38 lECHNOLOGY DRIVE, S1£ #200 £<%!_ES$/� �fi__ v, , () Stantec UNDER THE SUPER VISION OF: IRVINE, CA 92618 /1'/,E i.) «. 'iZ,t<": ft:; • • •EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �:(949) 923-6000 TEL 1'Xi! >- a. (949)923-6121 FAX ' JOD"u' ,;, , PAVEMENT REHABILITATION � :3 v /1{.V63466 BEN DAVIS R CE 82033 :r: .. � Exp. 09/30/24 * ASSOCIATE CIVIL ENGINEER EAST COAST HIGHWAY: STA. 99+00 TO STA. 109+00 � �1-----------------------�-----------1 1-� JEFFREY w. w1LKERsoN 11/28/23 , ,s,�?-1::a;'�� ... J�'v: r:D.,..,,ES,..,.IG-=NE=-D,_-t-::-0R,-::A=-wN_, ___ -+-------,f----------------t-------l cITv oF NEWPORT BEACH 1----R_-_1_0_3_8_-_s____, �1 L _______________________________________________ __l_R _.c_.E_._6 _34_6 _6 ____________ _J_ ________ _l_c_H _E c_K_rn_,�J�W�WLD A_�__1_'11�/�2�B/�2�3LN=0�.1___::D�A�TE :__J_D=E=S=CR�IP�TI�O�N�O=F�R�E=Vl=Sl=O=NS:_ _________ _J=A�P�PR�O=V=ED:__l_D=A��===1 =1 /=2=B=/2=3=====-L-----P-U_B_L_1c_w_o_R _K_S_D_E_P _A_R_T_M_E_N_T ____ LSH�E=E�T �6�o=F�3�3�3� l-----~ ·(!:-.:.. ffi_Q> - - - ---, 1-:-\-0%:-LlJ r-===================~k::::====;::;~;;;::;;;;;::t ~::=:::;,=:c=~-1---:-=-=c=--==-~=r,:;-- - - -(0:68%-·l-------1Q.6Q.%,----1----~(Di"lf%,-- ---:-(T.59%--1-.20% r -1 ~09%-cl---+---10.:].2%) ___ ~(0-=·5~7=%~) --+-------------11-------------+------------l-------------+------------l-------------+------------I-------------+--------\ l-------------+--(-1-,09.%,---------+--------------+-------------+-------------+-------------l--------------t-------------+-------------+--------------+-------------+----------I • • - ~- ' . • I • • ' • ----~.-------, --- 0 u... en o · ·L q ci-00 ~ ::;:: Q . 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S]:%.i-'--+ 0+3-%-l------1--...!,:,�g.%,,')------t'0.55%' -- II a (fl ... 1007--- Ln -+ <O ' -"' • 0 ,(J:70%, ' •• CONSTRUCTION NOTES CD COLD MILL EXIST ING PAVEMENT 2.5" DEEP. 0 COLD MILL EXIST ING PAVEMENT 3" DEEP. @ CONSTR UCT 1.5" A RHM OVER 1" !MINIMUM) A C LEVELING COURSE. © CONSTR UCT 2" ARHM OVER 1" !MI NIMUM) A C LEVELING COURSE. ® REMOVE EXISTING IMPR OVEMENTS AND CONSTR UCT 8" MINIMUM LOCA LIZED A C PAVEMENT R EPAIR PER DETA IL 1 ON SHEET 14. @ JOI N TO EXISTING A C PA VEMENT. @ REMOVE EXISTING IMPROVEMENTS AND CONSTR UCT SIDEWALK PERCNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS !A C AND SUBGRADEl, PRUNE CONF LICTING TREE R OOTS PER DIRECTION OF CITY AR BORIST, AND CONSTR UCT 4" AC BIKE TRAIL OVER RECOMPACTED 190%) SUBGRADE WITH HEADER BOAR DS P ER DET AI L 3 ON SHEET 15. DISPOSITION NOTES [I) PROTECT IN PLACE !ITEM PER PLAN> [Ij REMOVE EXISTING AN D INSTALL NEW CNB WATER VALVE BOX AND COVER (WITH TEMPORARY SLIP CAN ) TO GRADE P ER CNB STD. DWG. NO. 513. >----------=---1------------+-----------_,__,_�SURE:ECEIE'lfill--ON" [lj A DJUST EXISTING OCSD SEWER MANHOLE RING, FRA ME, AND COVERTO GRADE PER OCSD STD. DWGS. NOS. S-050A, S-055, AND S-055A SHOWN ON DETAIL 1 ON SHEET 15., -:-S'tY MEDIAN p._>------------<,--+TlsRQIJGl+--I NTE:RiiiE:GTIQN-t----t-------------t-------------t-------------t-----------+--------------l-----------+-�------------+------____j u -- 100 1007- , 0:87%, -1 0.-14%' I 0.56%)( _r, 1 /"'Tl - [I] A DJUST EXISTING CNB STORM DRAI N MA NHOLE RING, FRAME, AND COVER TO GRADE P ER CNB STD. DWG. NO. 400. ffij A DJUST EXISTING CNB WAT ER MA NHOLE RING, FRAME, A ND COVER TO GRADE PER CNB STD. DWGS. NO. 400. [[] REMOVE EXISTING A ND IN STA LL NEW CNB STR EET LIGHT PULL BOX A ND COVER TO GRADE. [QI LOCA TE A ND PROTECT EXISTING CI TY FIBER OPTIC CONDUIT NEAR A LL EXCAVATION !TYP). UTILITY COMPANY NOTES (D A DJUST EXISTING ELECTR ICA L MA NHOLE RING, FRAME, A ND COVERTO GRADE BY SCE. "' o· f--------------1-cG�--0----�-----+-----------ffl---'t====j======================j===-�,rf----------------1---=:0 __ LL... W Q. =.l-0a>-----<"O· -•-�•--� � ----, -WU-a O u... W a_ ---' -o-�C) 0 _J <., f--------------1-:0 a;� •· ,.....:: J, 111 o--l.t:: w-----i:c-i'a--...... ---l------------+---=+---------------11------------+-----,,,=.&X. S�b-Y-F @ A DJUST EXISTING TELECOM MA NHOLE RING, FRAME. AND COVERTO GRADE BY AT&T. 100 ' -c,1---s��-....,_ o·r---.---�' ---- ..... ;--;-:.-;':;;: □LL.w □...Jc., ....J<'> e· " 1001-PAVEMENT LEGEND 3" COLD MILL 2" AR HM OVER 1" MIN A C !MATCH E XISTI NG FS, TYP ICAL> f-------------------------1-----------+--------------l------1--;---G,-7-7-%1-) --l(-·-11.?"3%, (-0.40%-' ,0."16%, IW7/4?a �� I I 120+00 121+00 122+00 CLUBHOUSE DRIVE IRVINE TERRACE 123+00 124+00 125+00 126+00 EAST COAST HIGHWAY IRVINE TERRACE PARK 127+00 0 0 + 00 N T"' 0). t-j'.:!: w Cl) w w :::c z Cl) ,......,..,.._'"SI -w ...J w :::c Cl)() 2.5" COLD MILL, 1.5" ARHM OVER 1" MIN A C !MATCH EXISTING FS, TYP ICAL> LOCA LIZED A C PAVEMENT REPAIR!REF ER TO CONSTRUCTION NOT E> CONCRETE REP AIR ORNEW CON CRETE IMPROVEMENT � � LOOP DETECTORS (BIKE AND VEHICLE) (PR OPOSED) (EXISTING) GRAPHIC SCALE 40 0 40 SCA LE: 1" = 40' "' I- • u� w I-� � 00 "' 0 a_ N z Iou ,= 0.,o!::: �__, "' ffi � < •:r: • �� I-j z • w • ::, £ w5i> "'< C a.. ·3: w e"' " o:/ 00 0 C-8925-2 g��;-;;;c==�;;;:-----------------,---------,--------------,-------,----,---------------------------,----rc:-:::-:==--------,------------------------------�GW PLANS PREPARED BY: RE"1EWED: STREET PLAN AND PROFILE : ! () Stantec UNDER THE SUPERVI SION OF: 38 lECHN0LOGY DRIVE. S1£ #200 £<%!_ES$/� �fi__ v, -· IRVINE. CA 92618 ,rJJ,,,,,',<l!'/4° «.��ft:; • • • EAST COAST HIGHWAY AND SAN MIGUEL DRIVE � 0 (949)923-6000 TEL "/Ii'°' 1'X1i;< ::, (949)923-6121 FAX v ;_,, ,63J460n6·u> ,;, , PAVEMENT REHABILITATION �:r:>-�o_ ,o." BEN DA VIS RCE 82033 � Exp. 09/30/24 * A SSOCIA TE Cl"1L EN GINEER EAST COAST HIGHWAY: STA. 119+00 TO STA. 128+00 � '? � � t----------------------,--------------1,-5 JEFFREY W. WILKERSON 11 /28/23 " �l',t CiV\\.. .� D ESIGN ED: D RA WN: CITY OF NEWPORT BEACH R-7038-S �"' OFcAI..I'< r:::-=-:=--t-::-:,=---t---+-----f----------------------l------1 f---------, 8 $ L _____________________________________________ _JLR _.c_.E_._6 _34_6 _6 ____________ L_ _______ _l_c_H _Ec_K _ED _,�J�WW!!_l_D _A _��:1�1/�2�B/�2�3L_N=□-�-=D�AT=E _ _LD=ES�C�Rl�PTI�O�N�O�F�R�E�Vl=Sl=ON�s ___________i_:_::AP�P=R=OV�E=D CDA��='=1=1=�=B=/2=3====:L. ____:_P�U=B=L=l�C_W:.:_::O�R�K�S=-=D�E�P�A�R�T=M=E=N�T ___ ___l�S�HE=E�T�8�□:F�3�3��$WO I -. 1,lt Y-f;_ O OLL...l.u I W f-----------+\ci ~ ---' I U ~ , 1-=-=-=-=-=-=-=-=-=iwni:====:f~O~-t-~-~ a~·~"---::§==:;t/=:::El~-,:·lr~-;-~fiC-;;:L~:=-=:=-=:=-=_J...\8~>--~::-::W:,08';-j·r·~~-=W·-,...~ _-_----j---j--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-j_J._-_-_-_-!!JUC)W. f-L 100 L O'). t.ci .· LO O" , @-.oi..oi O 1 _ -I"') ...... ...... .J. =-@ o· -=r-':...., / c.X-:---N't Y ri:-r:===t=============l====-------======r=============t:============±=======:J '-----==-------1-~-;.J 'r IU> / + lfl-..., ,.. } , ~ LO_ LL W -. o __J c., =.. 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N O. 180. @ REMOVE EXI STING IM PROVEMENT S AND C ON ST RUCT CURB ANDGUTTER (TYPE A, 8" CF AND VA RIE S) PE R C NB STD. DWG. NO. 182 AND DETAIL 1 ON SHE ET 14. @ REM OVE EX ISTI NG IMP ROVEME NTS (AC AND SUBG RAD E), PRUNECONFLICTING TREE ROOT S PE R DI RECTI ON OF CITY ARBORI ST, AND C ONSTRUCT 4" AC BIKE TRAIL OVE R REC OMP ACTED (90 %) SUBG RADE WITH HEADE RBOARDS PE R DET AIL 3 ON SHEET 15. DISPOSITION NOTES [El P ROTECT IN PLACE (ITEM PER PLAN> [j] RE SET EX ISTI NG CNB SURVEY MONUMENT. [I) REM OVE EXI STING AND I NSTALL NEW CNB W ATE R VAL VE B OX AND COVE R (WI TH TEM PORARY SLIP C AN) T O GRADE PE R CNB STD. DWG. NO. 513. [lj ADJU ST EX ISTING OC SD SEWE R MANHOLE RING, F RAME, AND COVE R T O G RADE PE R OCSD STD. DWGS. NOS. S-050 A, S-055. AND S-055 A SHOWN ON DETAIL 1 ON SHEET 15.[I] ADJU ST EX ISTING CNB ST ORM D RAIN M ANH OLE RI NG, FRAME, AND COVE R TO GRADE PE R CNB STD. DWG. NO. 400. [fil REMOVE EXI STING AND I NSTALL NEW CNB STRE ET LIGHT PULL BOX AND COVE R TO G RADE. [j] REM OVE EX ISTING AND I NSTALL NEW TRAFFIC SIGNAL PULL B OX LID. [i] [i] ABAND ON (CA P AND BU RY> EXI STING EX POSED C ONDU IT. REMOVE EXI STING AND I NSTALL NEW W ATE R METER AND C OVE R T O GR ADE. [ill LOC ATE AND P ROTECT EXI STING C ITY FIBE R OPTI C C ONDU IT NEA R ALL EXCAVAT ION (TYP). � RE FE R T O SIGN ING A ND ST RIPING SHEETS FOR EXI STING SIGN S. UTILITY COMPANY NOTES (J) ADJU ST EXI STING G AS VALVE B OX TO G RADE BY SCG. @ ADJU ST EXISTING TELEC OM M ANHOLE RING, F RAME. A ND C OVE R T O GRADE BY AT&T. PAVEMENT LEGEND '™ I I �� (PR OPOSED) (EX ISTI NG) 2.5" C OLD M ILL, 1.5" ARHM OVE R 1" MIN AC (MATCH EXIST ING FS, TYPIC AL> LOC AL IZED AC PAVEMENT REPAIR (REF ER TO C ON ST RU CT ION N OTE> CONC RETE REP AI R OR NEW C ONCRETE IMPR OVEMENT LOOP DET EC TORS (B IKE AND VEHICLE) GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 I C-8925-2 "' 1--• u�LlaJ t;; 0 "' "' 0 a.flz I ou,= 0 .,o!::: � __, "' ffi �< •:r: •�� 1--jz •w •::, £ w5i> "'< C a. ·3:w e"' "o:/00 0 __, .,w ..:::, "' ,., "' ,P-LA -NS_P_R-EP-AR_ED_B_Y-.----------�--------=-=--------�-�---�-----------------�--�-RE-�-EW_E_D_:-----�-------S-T_R_E_E_T_P_L_A_N _A_N_D_P _R _O_F_I_L _E ______ ---1:; 38 lECHNOLOGY DRIVE. S1£ #200 £<%!_ES$/� �fi__ v, • () Stantec UN DE R TH E SU PER VISI ON OF: IRVINE. CA 92618 /1'/,E i,) «. 'iZ,t<": ft:;• • • EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �:(949)923--6000 TEL 1"Xi! >- a. 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VERT: 1" 8' 147+00 148+00 12 12 ACACIA AVENUE 149+00 150+00 EAST COAST HIGHWAY 12 l _JEX. ,,, ,......J ti 8 Cl :r:(/) w wz(/) 0 151+00 152+00 153+00 154+00 MACARTHUR BOULEVARD \ \\ ... -"' 0 +,,,"'- \ \ "' <O "' 0 +"'"'- I PROTECT EXISTING LOOPS I ,. �ON MACARTHUR BOULEVAR D! rJ -- �9l8_8_�T COAST HWY. = 240+00 MACi';RiflrllJR BLVD. �s::-- ----- � ------------- -�� CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT 2.5" DEEP. G)CONSTRUCT 1 .5" ARHM OVER 1 " !MINIMUM) AC LEVELING COURSE.@ JOIN TO EXISTING AC PAVEMENT.@ JOIN TO EXISTING PCC PAVEMENT.@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PERCNB STD. DWG. NO. 180. DISPOSITION NOTES [fl PROTECT IN PLACE !ITEM PER PLAN) [j] RESET EXISTING CNB SURVEY MONUMENT. [I] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER (WITH TEMPORARY SLIP CAN) TO GRADE PER CNB STD, DWG. NO, 513. 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 15. [I] ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, ANDCOVER TO GRADE PER CNB STD. DWG. NO. 400. [ill REMOVE EXISTING AND INSTALL NEW CNB TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. [j] REMOVE AND REINSTALL EXISTING NEWSPAPER STANDS. [ill LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION !TYP). PAVEMENT LEGEND ,� I I �� (PROPOSED) (EXISTING) 2.5" COLD MILL, 1 .5" ARHM OVER 1" MIN AC !MATCH EXISTING FS, TYPICAL> LOCALIZED AC PAVEMENT REPAIR !REFER TO CONSTRUCTION NOTE! CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT LOOP DETECTORS (BIKE AND VEHICLE) GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' "' I- • u�LlaJ t;; 0 ... "' 0 a.flz Iou,= 0.,o!::: �_, "'ffi � <C • :r: • �� I-jz • w • ::, £ w5i> "'<( C a.. ·3: w e "' " o:/00 0 C-8925-2 g��;-;;;c==�;;;:--------------,---------,----------,---,----,-----------------------,----r,=-:===--------,-----------------------------�GW PLANS PREPARED BY: RE"1EWED: STREET PLAN AND PROFILE : ! () Stantec UNDER THE SUPERVISION OF: 38 lECHN0LOGY DRIVE, S1£ #200 £<%!_ES$/��fi__ v, -· IRVINE, CA 92618 ,rJJ,,,,,',<l!'/4° «.��ft:; ,. • EAST COAST HIGHWAY AND SAN MIGUEL DRIVE � 0 (949)923-6000 TEL JJN;o, 1'X1i;< ::,(949)923-6121 FAX v ;_,, ,63J46on6·u> ,;, , PAVEMENT REHABILITATION �:r:>-�--,o." BEN D AVIS RCE 8 2033 � Exp. 09/30/24 * ASSOCIATE CIVIL ENGINEER EAST COAST HIGHWAY: STA. 146+00 TO MACARTHUR BOULEVARD �? � � r5 JEFFREY W. WILKERSON 11 /28/23 " �l',t CiVI\.. .� DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-7038-S �"' 0Fc/'.\,.\'< r:::-=-:=--t-::c,=---t--+----f--------------------t----1 1----------, 8 $ L _____________________________________________ _JLR_.c_.E_._6_34_6_6 ____________ L_ _______ _Lc_H _Ec_K_ED_:�J�WW!!_LD_A _��=1�1 /�2�8/�2�3L_N=O·�-=D�AT=E_..LD=ES�C�Rl�PTI�D�N�O�F�R�E�Vl=Sl=DN�S ----------LAP�P=R=DV�E=D CDA��=:=1=1=�=8=/2=3====:L---_:_p�U=B=L=l�C-W:...:____::0�R�K�S=----=D�E�P�A�R�T=M=E=N�T ---_l�S�HE=E�T_1�1_D:F�3�3��$ WO -' ' I • . . --- ..........,.,_- ---- ' ---- .... _ .. -1 .. , -·- ______ ..., __ --~------•e · ----== = a I • ' . -I ,.. -......... 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LOCATE AND PROTECT EXISTING Cl1Y FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (1YPl 11 ~ 1~rs.-=-~- -= --=-JiClMM.=-E-- "' u w st N ,,; 00 "' + + ,.._ st ~I 00 ,,; N + I~ ~- , c:X:-'tY-MEDIAN FS -, - -1 '2.29"'•1'---1--_. ' •• L B. l 0 (/) "' u w D "' .,.; "' + 00 st ~ ~ z CI] • Lt) a z ro ::s ::,; u + ,.._ ~ ~ I (/) 1/1 I • I 00 t (1.43%' ::,; ~ [Il ::,; z D u u ';;: p EX. R/W -- R/W ....J ;::: t;; wW Cl I en w wz (/) 0 12 "' FD u w 12 "' 00 -1" ::,; z 0 "' ,= "' (/) [Il <Xi U: :E 3:: N io z ,.._ "' 0 "' • [Il + u + ::s u u 00 z_ -u Lt) D "' p Lt) -- "' u w N co 0 D + -LO ;, "' I ...... -.............. 11 ,69%,-(0 60%· 10 \1 "' ~ ,= [Il CL I I ,.._ w "' ::,; "' ., z:::::, <C ' + NU Lt) -:~o .... . = -N D "' + 60+00 BEG TECT EXISTING LOOPS ARTHUR BOULEVARD C I -I-Ob ~ u CD BEGONIA AVENUE RECORD DRAWINGS --I These Record Drawings have been prepared based on information sub "tt d • others. ~h,le t~,s 1nformat1on is believed to be reliable, City of Newport ~~aech i•~ ~it· by r~~~:~~l;l~n:Sa:c;~~:~rt. nor for errors or omissions 'Ml ich may have been incorporated ---.., 120 201- ' 201� 201� 201 42" SD p CNBL -· ,-% (Q,.. .o -'---1' 1----' L 6+00 X N'tY F_. I ...J "' Cl. LlJ 7+00 - -(A "--e:!-..:,. --- -(-\,,\,.\.% -' .:_:__:::: 8+00 ' .. A o 9+00 SAN MIGUEL DRIVE PLANS PREPARED BY: () Stantec DRIVE SIT #200 38 TECHNOLOGY ,CA 92618 IRVINE, (949)923-6000 TEL (949)923-6121 FAXTHE SUPERVISION OF: UNDER SON JEFFREY W. WILKER 11/28/23 R.C.E. 63466 (05.8"% 0.57% I r-:::::-: 10+00 DESIGNED: ...J .. _X:-FS AT=' CEJIIIERLlt>J 1-- _Q t/1 - 11 +00 I I DRAWN: .Q.7-7.%) CHECKED: JWW DATE:11/28/23 NO. DATE 1-U.-W . r.o 0 � <D C!-� N �� o D' 'V . ...- - ... ,. '= "-69%· U, _: - 12+00 TION OF REVISIONS DESCRIP al_�.-= �I"") I.A· r.O r.o ::+.:-o-oN -C'!.1-£:! - - L - - APPROVED SCALE: HORIZ: VERT: RE"1EWED: Cl �(LJv;.._RCE 82033BEN DAVI\IVIL ENGINEER ASSOCIATE 11 /28/23 DATE: 206 -- , 206=--- 206 - - 206 1" 40' 1.4' r::;:, JOIN TO • EXISTING AC PAVEM::T� AND CONSTRUCT SIDEWALK � NG IMPROVEM @ li!"l\o" .:l.\l. "'· ' ""· ans "" co 'l]'�'i,t":C"�o ·@ REMOVE EXISTl1G ��PtfVi�D V��IESl PER GUTTER (TYPEAIL' 1 ON SHEET . 182 AND DET OTESDISPOSIT�E�IT� PER PLAN)[El PROTECT IN p RVEY MONUMENT. OX AND DJ RESET EXISTING CNB SU NEW CNB WATER ��LViN: STD. DWG.REMOVE EXIST��t/t�A;s�� CAN) TO GRADE p AND rn """ ''"" � ""· ""'"· NO. 513. TORM DRAIN MA��O 400. '47 ADJUST EXISTINgE CPNEi lNB STD. DWG.' FRAME, AND COVER TO l2J COVER TO GRA MANHOLE RING, CNB SEWER 00 E [Kl ADJUST EXISB�� STD. DWG.NO. 4 ' RVEY MONUMENT FRAM GRADE PER INSTALL NEW CN�Wgu NO. 116. [Il REMOVE EXISi�iR�� PER CNB STD.•VAULT COVER PER STD.AND COVER D INSTALL NEW W§Ef4. [ID REMOVE E�5j1NfNtN DETAIL 4 ON SHE JER METER LID. DWG. NO. AND INSTALL NEW WA C CONDUIT NEAR '121 REMOVE EXISTING ING CITY FIBER OPTI � PROTECT EXIST [Q] ��fAt�c1�fT10N ITYPl. NOTES COMPANY UTILITY AULT TO GRADE BY cox.G TELECOM V 0 ADJUST EXISTIN G EN D AVEMENT LE 1" MIN AC p "AAHM� I 3• COLD MILL J FS, TYP ICALlrl�/7,7;'/�"'./j///_ (MATCH EXISTIN _EMENT REPAIR 'I I LOCALIZED ii:��UCTION NOTE) . . (REFER TO � :•.'" CONCRETE il?l�piivEMENT NEW CONCR � � (BIKE AND VEHICLE) LOOP DETECTORS (PROPOSED) 40 (EXISTING) 0 GRAPHIC SCALE 40 ��"40' SCALE: 1 120 = .I- C-8925-2 �I- 'O � i--=�l(l 00 "' 0 Q. N z I 0 " ,= 0 .,o I- � :J "' ffi � < • :r: •LLJ ="' -I�Q) w • ::, £ w5i> "'< C a.. ·3: w e �� "' 0 00 �� :::, "'l!> "' �� D PROFILE IVE � " STREET PLAN AND SAN MIGUEL DR ;, HIGHWAY AN ATION �� EAST COAST MENT REHAB I LIT Ero STA. 12,so C ! PAVE PORT CENTER ORIV R-7038-S �:'lL DRIVE· NEW 3 ,_� SAN MIGUE • WPORT BEACH s m 12 oc 3 3'CITY OF NE KS DEPARTMENT PUBLICWOR ... 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While this information 1s 1believed to be ri~1~f~~~· ~%: mNa~ tave been incorporated responsible to its accuracy, nor or errors or om into these plans as a result. 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(/) 0-1-c-�--,,,---=<··...:.. .J' -sa10'1·---+---------------1------------+---------------li-------------+---------t� -• • 1r------;ao· 01 " .,,.,. t..�-. . �--0 ---. - ,_,,,,. 214 I _;I cX� 1'3-=7"R. l'S-AT-Cl"N'fl:'RtlNI" . <D = "' o m --,, -,-+------t------------==-ic--=----'-'-::.....:..::....:.:c._::=:..c:::�=--+----L----,....:•···l·co--e•1·«>-----.n-.,· 0 ..... ·£J �-"�,o')--------+-------------1------------+---------------1------------+----------<-+-----+------------+-----------+---------'-i'+ci--o_1,,, ·;::===::;1��===::::�:::::�-,��'.'.:'.::=======t============t===========t============t===========t======::::1+ -+.1-'!= .:.. ..... .-\.ff': N ....,N .----........ -._ ... -i:::t:=====+===========:1�==========+========:j��:::::::::::::::::".'.1-f.06%'--+------------+------------+------------+------------+------------+---------t!:QT% ,o:5o%·, 13+00 14+00 15+00 _, -· LA, ,J .I � \ 16+00 215]- -.,..1.1 OJ 17+00 18+00 SAN MIGUEL DRIVE CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT 3" DEEP. © CONSTRUCT 2" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" MINIMUMLOCALIZED AC PAVEMENT REPAIR PER DETAIL 1 ON SHEET 14.@ JOIN TO EXISTING AC PAVEMENT. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 18 0. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN) rn REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX AND COVER (WITH TEMPORARY SLIP CAN) TO GRADE PER CNB STD. DWG. NO. 513. [I] ADJUST EXISTING CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400. [fil ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TOGRADE PER CNB STD. DWG. NO. 400. [TI REMOVE EXISTING AND INSTALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD. DWG. NO. 116. [QI LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION CTYPl. UTILITY COMPANY NOTES @ ADJUST EXISTING GAS VALVE BOX TO GRADE BY SCG . PAVEMENT LEGEND I� I I �� (PROPOSED) (EXISTING) 3" COLD MILL 2" ARHM OVER 1" MIN AC <MATCH EXISTING FS, TYPICAU LOCALIZED AC PAVEMENT REPAIR <REFER TO CONSTRUCTION NOTEl CONCRETE REPAIR OR NEW CONCRETE IMPROVEMENT LOOP DETECTORS (BIKE AND VEHICLE) GRAPHIC SCALE 40 0 40 SCALE: 1" = 40' 120 I C-8925-2 "' I- • u� LlaJ t;;0 "' "' 0 a. flz Iou,= 0 .,o!::: �_, "'ffi � < •:r: • �� I-jz • w • ::, £ w5i> "' < C a.. ·3: w e "' "o:/ 00 0 _, ., w .. :::, "'l!> "' 0P-LA-NS_P_R-EP-AR_ED_B_Y_:----------�--------�--------�-�---�-----------------�--�-RE-Vl-EW_E_ D -,-----�-------S-T_R_E_E_T _P_L_A_N _A_N_D_P _R_O_F_I_L _E ______ -1:; 38 lECHN0LOGY DRIVE, S1£ #200 £<%!_ES$/� �fi_ v, • () Stantec UNDER T HE SUPER VISION OF: IRVINE, CA 92618 /1'/,E i,) «. 'iZ,t<": ft:;• • ' EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �: (949)923-6000 TEL 1'Xi! >-a. (949)923-6121 FAX ' JOD .<I' ,;, , PAVEMENT REHABILITATION � fl v /1{.V63466 BEN DAVIS RCE 82033 :r: •• � Exp. 09/30/24 * ASSOCIATE CIVIL ENGINEER SA N MIGUEL DRIVE: STA. 12+50 TO MACARTHUE BOULEVARD � � � 1-----------------------�-------li-5 JEFFREY w. w1LKERsoN 11/28/23 , �J-1::0;'��1,.\�� 'v: r::D,.,, E S=IG=N E =-D,_-i-::-,DR=AW=-N,_--t--+------lf----------------+----l c1Tv oF NEWP OR T BEACH 1--R_-7_0_3_8_-_s--, �1 L _____________________________________________ _J_R_.c_.E_._6_34_6_6 ____________ L ________J_c _HE_c _KE_D _,�J�WW�D _A _��,1�1/�2�B/�2�3LN=0·_1__=DA�T�E_J...::_D=ES=C=RIP�TI�O=N�O�F=R=E�VIS=IO=N=s __________ _i_:_::AP�P�RO=V=E=DLDA��='=1=1/=2=B =/2=3====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_1�3�o=F�3�3�3� . ·-., '------l- t------------+--------------+--------------+-------------+-------------+-------------t--------+--=-------t-----·----------+-------------+-------------+-------------t---------l • ' ' --' ~~---=-c1~ --.- t====,==i=====t:=====t======t============:t=====, =======t=======~~-+--------'~,~~==:--:__!:=_=--=--=--=--=-+L-=--==-=~========t============:t============t=============t====r=-1 -' ' ' ' Ir -,. 1::t====:t:=========t======:::::i==~t==i:=:::w:r.==:t .. ::.==t:::====r:====::t=..=-=-=-=-=-=-=-=!-.--- rn 0 6 5 :~--~~ ~===========E====i1lil =====~E=it==~i ~==~~l-rtr===~i i-=---n e -f---..:·--m ---,...,--.---f'9-·..C, 0 -en:-----!;,! ~t====='~ . .:..:::::=~========:::t:============+============t:============+=============1========1 (D_ (D _. -~-_._ .1D I;-). -X-~--+.--0 --~_t::-:,_-C)--0 -.0 ·t------i·C: '-" ----<t> v, a ,.__ -,,. a· I • LO • + ' cS--.1+s-1-;::._ ____ -«>+ '-" -cnrn_::•-===~vt)!~==i··)f-c,..._-....,'.;! + o -;...: -~ ·o-rn·rN u5 .N t------------+------<I-0-~---~~,7Vl--o=+-~-g--LL O') N N "N _. --v--~ -N ~-c-;,i--~--&-.--+-----~·--='::=====t:=::;;;:~!J.l'.'.'.::::::j:=============t:============t:============t:============t=============1========J '----D~--o a~ ·u ---1 ~• q • .. a, ~-• o::, G --QJA'9%--00 "' 0 coi----<I<), . --,-t,1,% G,J,-%--0:-3-'7·'-i -•. J2% r------------;------~t-, 17----2 I , + .o::>-<!), a -N ~-=,::,% • ~ 1")0 -N r 1• 72T!.~----------+---------+----+--------------+-------------11>-'------------+-------------+-------------+-------------+--------1 -N ~-,-• f------------+-----1,•- • I ...... -·· -r::==========::t====::::1::t::::======t:============t:============+=========~=== - - I--1--------+---~-~------------+-----------+-----------+------------+------------+--------I t------------+-----~-- r C 209 - -=k u W....,J(,!) :::JU E===========E=====l ======E=====~~~~==:3~s===~-~------+---------=-+u: -,1.J..-u.J ~ m---+-----+---------~---+-------------t--------------+--------------+-------------+---------< t------------t--------t-------t--------j-,,-, -•----=< -1.:t:: • • 0:),......,...... ~--.... Jr---. lA-bc,,.s-'ac,,k' -+------+----------cua',+---+-------------+-------------t-------------,--------------+---------, -..-~............ •··LA-r----o · ~~,..c-~-,--+--e -e->--;--------t---------a,--1 =c· :==I=============!=============+=============+=============+======== f------------+------1---1-::,--c,----+--=,------l·~W-\,---ci·l ------~cxl -~(O t2. JJ:?_q_e . ~ ; -e ~--t-----f-X:-S...! y-pt--~----l-...J~'~ -U...-LL t------------+------0--1-lL.---~;------s8 -_ _ S--➔11")· +~-g--+--e,--·lL.-W-N · -------<--------------+-------------+-------------+--------------+---------i f------------+------1--;~----""-;-;:-;:; -t-_-_----,0<-I·~-~ ~ .:g_co .-··£j-£j~ -el-~--8------N -~~t----J---------------t-------------+-------------+-------------+---------1 0 .-~ "" .---~..::.... -, 'i%~=~liir:=:Ja~~-=-=-=~i=3°!t·~~-~~f-i"ffiN~NE=l============3============3=============l============l====r~J ~ ·~-'9 .-~-<>-'-J---".---l---~,-l--------+-----------'-!0':66%-H--~~-'.'._ __ __, ---~ .-N ~ -~-- t-------------+------1-=-•1-cj-~ c<J-----+----==-=~'--1"'-(1.05%'·',-----------+-------------+-------: ----;=-cj-"_;."'--+----J--------------<--------------+-------------+---------------+---------+ f-----------+-------t--+-----=j-=c"'----=:-=-='-~=r,-_i.zo/,·t-----t-~----------+--------------t------, -_ _ (:\_.~%),...-----'-'-'="--+-----------+------------+-------<la t-~:----.i~I c----\-="",;i--,---:4.~%-·~ ---+-------------+---------------+---------------+-------------+---------< i----· ="-~..-=----',~-----+-------------+------------+--------------t-------------i SCALE: -1-1~t% _ ,-. o"/.-'--------+------------+------------+------------+------------< ' HORIZ: 1''=40' t-::==========::t======r======:t:============t:============t:============t:=====:;;~~ --F~---+--------------<t--------------+--------------+-------------+--------------< I--1:--'---+-------------+-------------+-------------+-------------+--------------, VERT: 1"=4' V) v, rn ' z AVOCADO AVENUE PROTECT EXISTING LOOPS ON AVOCADO DRIVE 0--u rn 0::, IJJ a.. OC! 0--:::. "' :::, <C ,.... u 0--+ p v I I I I I 15 7.4 84 ' LT u rn 15+46.29 ECR "' u rn MACARTHUR BOULEVARD ,.... 0 ~ "' + ~ f=i3 00 "" ,,., I': ~ OC! ll) '° 0::, ,.... co-a,m +-:+ + r---V r---r----"' - \ 70+00 MACARTHUR BLVD. 10 AT X-WALK I I ,,: PROTECT EXISTING LOOPS ON MACARTHUR BOULEVARD RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, Cit,; of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result "' ..,. "' 0::, + "" "' u "' <Xl "" ~ p +rna...a::: -.;t a::: ~ u :::, <C w u "' v '° ...: e ~ I ~,/ N 0::, "" ,.... + '° - 15+35.79 ...J u :::, V) ~ 0 '° '° ii II II <C BCR -"" p u w "' N -.I p w u "' N ~ X .....J U1 + ,.... Cl rn :::e O w ,.... + V) z au -,.... u u :;,- N LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION (TYPl "' u w ,,., <O <Xl \ 0 + 0::, I I I I I l O" OR 3/8" PER NOTE 5 ON SHEET 2 NEW CONCRETE IMPROVEMENT OVER EXISTING COMPACTED BASE MATERIAL OR SUBGRADE. (SEE NOTE 1 BELOW) ____ ....,,....,.��-- •. 2' UNLESS OTHERWISE SHOWN EXISTING SURFACE uw �z (fl _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. DIMENSIONS PER PLAN EXISTING SURFACE AC >:::, u..w <( z (fl _J EXCAVATE TO A DEPTH OF 6" OR 8" (PER PLAN) AND REPLACE WITH FULL DEPTIH ASPHALT CONCRETE PROPOSED FINISHED SURFACE AND LEVELING COURSES �� IF EXISTING AC THICKNESS IS LESS THAN PROPOSED PAVEMENT REPAIR THICKNESS OR REMAINING AC PAVEMENT BR EAKS APART DURING REMOVAL OF PAVEME NT (PER OPINION OF ENGINEER), EXCAVATE TO 1" BELOW BOTTOM OF EX ISTING PAVEMENT, COM PACT EXISTING BASE OR SUBGRADE (95% RELATIVE COMPACTION), AND RE PLACE WITH FULL DEPTH ASPHALT CONCRETE. THIS ADDITIONAL WORK SHALL BE INCLUDED IN THE UNIT COSTS FOR THE PAVEMENT REPAIR BID ITEMS. REFER TO BORING LOGS ON SHEET 2 AND GEOTECHNICAL REPORT FOR SUBSURFACE DATA ON EXISTING PAVEMENT SECTIO NS. NEW CONCRETE IMPROVEMENTS FULL DEPTH PAVEMENT REPAIR 2.5' NOTES 1.EXISTING BASE MATERIAL ENCOUNTERED AT THE BOTTOM OF THE NEWCONCRETE IMPROVEMENT OR ASPHALT PAVEMENT SHALL BE LEFT IN PLACEAND RECOMPACTED (95% RELATIVE COMPACTION) PRIOR TO CONSTRUCTIONOF NEW IMPROVEMENTS.2.CONSTRUCT TOP LIFT(S) CONCURRENTLY WITH ADJACENT SURFACE ANDLEVELING COURSES.3.EXTEND TOP OF PAVEMENT REPAIR TO EXISTING SURFACE IF LEVELINGCOURSE IS NOT CONSTRUCTED IN THE SAME DAY. NEW PCC CROSS GUTTER OR DRIVEWAY OVER COMPACTED BASE MATERIAL OR SUBGRADE. 2' UNLESS OTHERWISE SHOWN uw�z (fl _J PROPOSED FINISHED SURFACE AND LEVELING COURSES (IF SHOWN ON PLAN) AC PAVEMENT SHALL BE 1" THICKER THAN EXISTING PAVEMENT OVER RECOMPACTED BASE MATERIAL OR SUBGRADE (MIN. DEPTH SHALL EQUAL PCC THICKNESS). ADJACENT TO NEW CROSS GUTTER OR BACK OF DRIVEWAY PAVEMENT REPAIR DETAIL 0-1 SCALE: NTS PROVIDE STEEL REMOVABLE FALSE CURB PER LONG BEACH IRON WORKS (LBIW) STD. 750 OR APPROVED EQUAL 4' 3.5' MATCH CURB BATTER ADJUST EXISTING OCSD MANHOLE TO GRADE PER PLAN PROVIDE STEEL REMOVABLE FALSE CURB PER LONG BEACH IRON WORKS (LBIW) STD. 750 OR APPROVED EQUAL CONCRETE RECESSES STAINLESS STEEL BOLTS AND ROD ANCHORS. R=l /2" PAVEMENT WIDTIH DIMENSION PER PLAN CURB FACE VARIES SEE PLAN 24" •1.5"7.5" R=1/2" R=1/2",-7-===-71::+�J===R:=l�"��/ �_i'..l-�----:�N�� in • • ••,•••:, • • •�1 DRIVEWAY ALTERNATE DRIVEWAY CURB DETAIL {TO BE USED ONLY ON DRIVEWAYS SHOWN ON DETAIL 2 ON SHEET 16) SCALE: NTS (9') INSTALL DUAL LEAF ALUMINUM ACCESS COVERS PER MANUFACTURER'S RECOMMENDATIONS LEGEND P7ZZZJ ARHM SURFACE COURSE � AC LEVELING COURSE FULL DEPTH AC PAVEMENT I • • CONCRETE IMPROVEMENT . z CX) ':ii >-+---a>-SAWCUT AND REMOVE EXISTING CONCRETE VAULT WALLS, COVER AND FRAME. �-+--�--------------------+-''-I'(ALL SIDES) CONCRETE SIDEWALK PROTECT EXISTING REINFORCEMENT IN WALLS. RECONSTRUCT CONCRETE VAULT WALLS WITH NEW FRAME AND COVERS. IF EXISTING REINFORCEMENT DOES NOT EXIST OR IS UNABLE TO BE SALVAGED, DRILL AND BOND #4 EPOXY COATED DOWELS EMBEDDED 6" INTO EXISTING AND PROPOSED CONCRETE AT 12" O.C. AT CTR OF WALL AND BACKFILL WITH NON-SHRINK GROUT. PROVIDE (1 EA, 4TOT) #4 TOP BARS WITH STANDARD HOOK AT EACH END AROUND PERIMETER OF VAULT AND CENTERED IN NEW CONCRETE WALLS -----,------,,.-nr-"-------,r-c.,--.-------,----->---+--�--� - - - - -• PROPOSED FINISHED SURFACE� AND LEVELING COURSES -cp=-===== ==j"] CONCRETE SIDEWALK REPAIR PER PLAN. I 8" I t-1� CONCRETE RECESSES STAINLESS STEEL BOLTS AND ROD ANCHORS. (ALL SIDES) SECTION A-A wCl [Il a:: :::, u I u � CONCRETE RECESSES STAINLESS STEEL BOLTS AND ROD ANCHORS. 8" 4' CLR (ALL SID�S) 8 . • � ,, . •�'¢7;®9':;t';Z;� 2.5· I r \ .• . • u .N 3.5' CONCRETE SIDEWALK REPAIR PER PLAN. _J • �zw :5 Cl CL en"' wW l;j CL "' "' u-z if:owu a:: _/\ /' / ADJUST EXISTING OCSD MANHOLE ' - - ,,.-PROVIDE STEEL REMOVABLE FALSE CURB PER m '""" "" ,�, J LONG BEACH IRON WORKS (LBIW) STD. 750 OR APPROVED EQUAL I ( I L-J-'--+ -l_ ...I. --I-----...j. - J. NOTES I I I I I I I I I I I I I I I PROVIDE 2% MINIMUM PAVEMENT GRADE SECTION B-B w Cl [Il "' :::, u :,: u � CONCRETE SIDEWALK REPAIR PER PLAN. 1.CONFIRM EXISTING DIMENSIONS IN FIELD AND PROVIDE A SHOP DRAWING FORREVIEW PRIOR FOR APPROVAL PRIOR TO PROCUREMENT OF MATERIALS.2.PROVIDE CONCRETE RECESSES, STAINLESS STEEL BOLTS AND ROD ANCHORSPER MANUFACTURER'S RECOMMENDATIONS .3.STEEL PLATE SHALL BE ASTM A36 STEEL, NONSKID 1/4" THICK, AND HOTDIPPED GALVANIZED PER ASTM A123 AFTER FABRICATION. (8") A CONCRETE SIDEWALK�-+----1 SECTION A-A CONCRETE SIDEWALK REPAIR PER PLAN. (8'-4") CONCRETE SIDEWALK REPAIR PER PLAN. ....I <D A NOTES 1.VAULT COVERS SHALL BE NOSKID, HINGED AND SPRING ASSISTED DIAMONDPLATE ALUMINUM BY J&R U.S.F. (OR APPROVED EQUAL) WITH LOCKINGHARDWARE.2.CONTRACTOR SHALL FIELD VERIFY SIZE OF EXISTING OPENING AND PROVIDEA SHOP DRAWING OF THE PROPOSED COVERS AND FRAME PRIOR TOPROCUREMENT OF MATERIALS.3.NEW ANTENNA HANGERS SHALL BE MUELLER SYSTEMS TTL-A.4.CONTACT CNB UTILITIES FOR MUELLER ANTENNA HANGERS, KEVIN O'CAMPO949-718-3410 OR 949-644-3011 ,,e'f,,"'t-+--+--'-SALVAGE EXISTING Mi.NET RADIO MODULES, INSTALL TWO (2) NEW ANTENNA HANGERS IN ALUMINUM COVER PER MANUFACTURER'S RECOMMENDATIONS, AND TIHEN REINSTALL Mi.NET RADIO MODULES. I-i�5 0 "' "' 0 a. :ilz I 0 " ,= 0 .,o !::: � ..., "' ffi � < • ��"' -, I-� al STEEL REMOVABLE FALSE CURB DETAIL WATER VAULT COVER REPLACEMENT DETAIL 4 z • w • ::, £ w5!> "' < C a.. ·3=SCALIE: NTS SCALE: NTS C-8925-2 w e"' "o:/ 00 0 ..., ., w .. :::, "' l!> "' 0P-LA-NS_P_R -EP-AR_ED_B_Y_•----------�--------�--------�-�---�-----------------�--�-RE-�-EW_E_D_:-----�---------------------------l::,z-� GENERAL DETAILS <;:!- () Stantec UNDER THE SUPERVISION OF: 38 lECHN0LOGY DRIVE. S1£ #200 IRVINE, CA 92618 (949)923-6000 TEL (949)923-6121 FAX BEN DAVIS RCE 82033 ASSOCIATE CIVIL ENGINEER "' •• EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �" <( ::, PAVEMENT REHABILITATION i� :r: .. Q� :r: ..1--------------------�--------,,-5 JEFFREY W. WILKERSON CITY OF NEWPORT BEACH R-7038-S �� 11/28/23 DESIGNED: DR AWN: >---------< " "' L _____________________________________________ _J_R_.c_.E_._6 _34_6 _6 ____________ L _______ _J_c _HE_c _KE_D _:�J�WW�D-A _TE�:1�1/�2�B/�2�3L..:N=0·-1._=DA�T�E_J...::.D=ES=C=RIP�Tl�O=N�O�F=R=E�VIS=IO=N=S __________ 1..:..::AP�P�RO=V=E=Dt....::.:DA�TE=:=1=1/=2=B =/2=3====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_1�4�o=F�3�3�3� \ ., - - - - -+~ .• ~---' ---------EJ . ' • • • \ <X) '-.-----+-'-~--- - - - -• • • • -----~--~~~•-~~-~~~~~-~~~~~•-··~.y~·-~~~----- >-=> u w ~ z ...J ...... . . ----0 \ - I --I /4 , ////// NI 5• ' I \_ ----0 • 1 • l __J I I I I I I I/ I I I I I I RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to t::e reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \"-lhich may have been incorporated into these plans as a result 0 < MANHOLE COVER MANHOLE FRAME FILL GAP WITH CONCRETE MORTAR AS REQUIRED L\ CONCRETE GRADE RING AMERON AMER-PLATE, PVC MANHOLE TOPPER DETAIL "A" SEE DETAIL "A' �----MANHOLE COVER ( \ I 'T-t=====t====-r I I ��1,-,...,,+_-_-_-_-_-_-_-_-_._-!-_-_-_-_-_-_-_-_-_---,1+ui�\ AM ERON AMER-PLATE, �4---:-:;-11 ___=====]�====------_ PVC MANHOLE TOPPER PVC LINER ,, 1" WIDE PVC WELD STRIP NEW MANHOLE PVC LINER DETAIL NOTES MANHOLE FRAME MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO ONE-EIGHTH INCH HIGH 2.ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED ON LINER, AND TEST LINER FOR PINHOLES AND "PROBE TESf' FOR WEAKWELDS AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGSWOULD 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.FILI_ 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 IFEXISTING MANHOLE COVER WAS SEALED PVC LINER INSTALLATION EXISTING MANHOLE ADJUST TO GRADE PAVEMENT REPAIR PER SPPWC STD, PLAN NO 133-3 -(CASE II). PROVIDE ARHM SURFACE COURSE OVER AC LEVELING COURSE PER STREET IMPROVEMENT PLANS, NO SCALE STANDARD DWG. S-0S0A ALTERNATE: CONCRETE COLLAR TO \GRADE (BLACK MIX)\r 12" MIN #4@ 6" HORIZONTAL #4@ 12" VERTICAL MORTAR JOINTS, TYP ___/' /, MANHOLE FRAME AND COVER PER S-053 OR S-054 3" HOT MIX ASPHALT 12" MIN 24" MAX #4@ 6' CIRCULAR #4 @ 12' RADIAL NEW OR EXISTING CONE __,/ / CONCRETE COLLAR PVC WELD STRIP FOR GRADE RING AND CONE FOR PVC LINER REPAIR (TYP.) NOTES CROSS SECTION 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 GRADERINGS. SET FLUSH WITH PAVEMENT TO 1/8" HIGH. 3.AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS. REPAIR PVC OR SPRAYED LINERAND 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 BYGOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK-SETTING CONCRETE TO FORM COLLAR.EXPOSED CONCRETE SHALL BE BLACK IN COLOR.5.FILL AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENTAC.6.WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLESWITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED.t� ��t--,-----,-----r""oR""A"'NG"'E""c""o""uN"'T<""s_A_N ... ITA __ T_IO_N_DI-ST __ R_ICT.,...------------------1ii $'! I--+----+-----+ NO SCALE � � ORA NG-UN/Tl, CALIFORNIA MAN HOLE ADJUSTMENT TO u co APPRO','E "!! ,1;::y, j .' STANDARD DWG. ::;','? 1 EJAC 02-'22/2017 -1,/ ,// / '/1.0l/;�·· GRADE S-055� � NO. APPROVED DATE DATE NOTE: OCSD WILL PROVIDE NEW MA NHOLE FRAMES AND COVERS TO INSTALL FOR EACH ADJUSTMENT. OCSD MANHOLE ADJUSTMENT STANDA RD DRAWINGS SCALE: NTS 1 0 < MANHOLE FRAME MANHOLE COVER SAWCUT EXIST CONCRETE 1.5" ,,.,-----BEAD OF SIKAFLEX 1A r-----�-----+---j � SIKA-449/203 PRIMER ILL GAP WITH CONCRETE ---t----z;--°'\;_:::'.'8.:.;:c,f MORTAR AS REQUIRED CONCRETE GRADE RING _ __."1 REPAIR CONCRETE AS REQUIRED SEE DETAIL "A" �----( \ I I I DETAIL "A" \ I _______ 1 _______ _ IMPROPERLY TERMINATED PVC LINER AT TOP OF MANHOLE 4 EXISTING PVC LINER AMERON AMER-PLATE, PVC MANHOLE TOPPER NON PVC-LINED OR CORRODED CONCRETE GRADE RINGS MANHOLE COVER MANHOLE FRAME TRIM EXISTING PVC LINER TO SOUND CONCRETE CLEAN EXISTING PVC LINER WITH 409 AND BUFF SURFACE, WELD NEW PVC MANHOLE TOPPER ONTO EXISTING PVC LINER WITH 1" PVC WELD STRIP EXISTING MANHOLE PVC LINER DETAIL NOTES 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 DESIGflATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IFEXISTING MANHOLE COVER WAS SEALED �� ""1--r-----.--=-------------....,...-------------.J �! 1-+----+-----jORANGE COUNTY SANITATION DISTRICT �: APP�O;�;,/CALIFO�NIA 1 ec;'} I ED/\'� DZ,'22/2017 L--;::>/4,. �/20-�i(.' �� NO. APPROVED DATE DIRECTOR FENGl�E DATE PVC LINER REPAIR EXISTING MANHOLE 48" II / EXISTING GRADE OR PROPOSED ENGINEERED FILL 2"X6" 8.0' MINIMUM RADIUS NO SCALE STANDARD DWG. S-055A NOlES: 3' MIN I EX. MANHOLE SHAFT I 3' MIN GROUND 1, HEADERBOARD SHALL BE TREATED LUMBER AND STAKES SHALL BE REDWOOD. LEGEND V/T//1 ARHM SURFACE COURSE W2@ AC LEVELING COURSE AC BASE COURSE II I I I I I TRENCH BACKFILL I>-·' :\ I EXISTING SLURRY BA CKFILL TRENCH BACKFILL PER _ ____, CNB STD, PLAN 323, V 5'± REMOVE EXISTING MANHOLE SHAFT, FRAME, AND COVER t---PROTECT IN PLACE EXISTING VAULT FILLED WITH SLURRY. SEE STAKE DETAIL SEE SPLICE DETAIL PLAN OF HEADER FINISHED SURFACE 2, USE TWO LAMINA lED 1 "x6" BOARDS FOR CURVED HEADER BOARDS 3.USE GAL VANIZED NAILS 2 GALVANIZED NAILS PER STAKE EXISTING GRADE OR PROPOSED ENGINEERED FILL 12 GALVANIZED NAILS PER SPLICE BLOCK 2"x4"x1811@4811 (2 GALV. NAILS PER STAKE) STAKE DETAIL 1 "x6"x24" SPLICE BLOCK 2"x4"x18" STAKE SPLICE DETAIL I-tu � ij 0 0 "' 0 Q_ ,0 z I ou ,= 0 .,o !::: � _, ,0 ffi � WATE R MANHOLE SHAFT REMOVAL DETAIL 2 ______ H_E_A_D_E_R-::-:B=O-:::--A=:::R�D--=D=--=E=-=T-=--A=IL=--------A3 < •:r: •�� I-jSCALE: NTS SCALE: NTS V z • w • ::, £ w5i> "'< C a.. ·3:w e "' "o:/ 0 0 0 �PREPAllEDBY:------�-----i---------r-�--�-------------,-----,;:=::;;------,----------------____='.C�-8�9=.:25�-2=---j�� rl P_cLA_N_s_P_RE_P_AR_E_D_BY_: ____________ ----J _,-9""==="'""-RE"1EWED: "� 38 TECHNOLOGY DRIVE, STE 1200 GENERAL DETAILS � 3 () Stantec UNDER THE SUPERVISION OF: IRVINE, CA 92618 J1.. . • Cl . EAST COAST HIGHWAY AND SAN MIGUEL DRIVE ; 0 (949) 923-6000 TEL � (J__j,,,.:... < ::, (949) 923-6121 FAX PAVEMENT REHABILITATION � � BEN DAVIS RCE 82033 'E:: ASSOCIATE CIVIL ENGINEER !2 gi IV\\.. DESIGNED: DRAWN: t------------------------.----------1 ! 5 JEFFREYW.WILKERSON 11/28/23 CITYOFNEWPORTBEACH R-7038-S � .. R C E 1----------,8 � · , , 63466 CHECKED: DA lE: NO DATE DESCRIPTI 11 /28/23 P ,., �---------------------------------------------_L _______________ __L _______ _J ___ �J!WWl'!.l__J1�1/�2�8/�2�3L'..:�-�-=".:__J�::'.'.:._'.'..'.O:N�O�F�R�E�V l�Sl�ON�S�---------_l'.'.'AP:P�R�OV�E�D�DA�1E�::::::::��::::::===l_---��U�B�L�l�C�W�O�R�K�S:_'.:D�E�P�A�R�T�M':"_.:E�N�T---_l�S�HE�E�T-1�5�o�F�3�3�3� BEAD OF SI KA FLEX 1A SIKA-449/203 PR IMER I----+-------+--------</ y ' 8 '" e ' ! " ~ ,'~ -~ 8 -~ ;, t~ 1 • • ' ~~1--.---------------------------------------------------1 ~~ ORANGE COUNTY SANITATION DISTRICT iEi 0----ar-----+----< 0RANG~UN1J CALIFO RNIA !il j APPRQ-y-i<v' :/ _,/ I ~•i EC/l.'~ 02,22/2017 -o/ /4° sllo/·e ~ ~ NO. APPROVED DATE or:, DI RECTO A F ENGl~E I I I l I I I I I ) '\.Cc,--: >-'.- I I I 2l • _, 0 1- I I I I r " • • • 2"X6" I RECORD DRAWINGS These Rec.ord Drawings have been prepared based on information submitted, in part, by others. While this information is beli eved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omiss ions v-.t1ich may have been incorporated into these plans as a result. "' � \. /--"- � , 12"G 00 r III ;; � � 8 I II I i8 II I I I (1.03%) "' <'11 u ' r-- � \\__L =:.:: ::::-?ti' \\ �~/J // �-=�-=-51.=->--4----SL-----S�-� ::- �1 � N 0 0 -0 !JOIN EXIST. -ci I SIDEWALK I I 2 � 2 0 u I I I I 22u I I I I 2 2 8 "l N 0 -� 22.2' I I I 2 u I ' I I 2 8 I I I I I u ...J f- LL 0 0 14.4' u ...J f- LL <D N 0 0 c...Jc...J 0 0 EAST COAST HIGHWAY @) 1 /2" STANDARD C&G 9.5' u ...J f- LL r-- "' c...Jc...J 00 ---------------�---------------------- 8 I � R/W I 0 I "l (102.71 TCl I N 0 2 2 -8 I 5' 17.2' I I I 2 8 I I I I 2 � (102.90) FS 1.14% - (103.04)FS JOIN EXIST. CONCRETE DRIVEWAY DETAIL SCALE: 1 "=5' SEE SHEET 10 I\ EAST COAST HIGHWAY 17.3' u ...J f- LL r-- "' "' "'c-Jc-J0 0 U LL f-u ;: 0 N...; 0 "' l/) N LL "' 0 (103.53)FS 5.4' JOIN EXISTING SIDEWALK AT JOINT 4' 21.4' m VJ N LL ...; r--0 (103.61)FS 7' "' l/) .-, LL "' 0 (1.06%) iio � :'.:J R/W 0 5' JOIN EXIST. SIDEWALK -J"G----3"G----3"G-- 4' 28' I CURB 1/2" C&G PER DETAIL 2 4' ON SHEET 14. CURB CURB 1 /2" C&G PER DETAIL 2 ON SHEET 14. CURB i!! ' TRAJ\IS r--. Ti,AI\JS t-12"G ·---l--------------------------1-Tu,l>,"""A"'S-i----:::-:------::::------:::,---------::---::-1,--.,'1\J'r::-:-------:::-:------::::------:::,------+ccT":'l>·"""'•"'S.--,1------12"G-- - -12"G-- - -12"G-- - -12"G--�-12"G-- - -12"G-- - -12"G-- - -• 2"G-- - -12"G-- - -12"G-- - -12"G-- - -12"G-- - -12"G-- - -12"G-- - -12"G-- -12"G----12"0-- - -12"G-- - -12"G-- - -12"G--�-12"G-- - -12"G-- - -12"G-- - -12"G-- --12"G-- -� 12"G-- - -12 IIi!! "' <'11 u "' <'11 u "' <'11 u "' <'11 u I 00 00 00 00 I . u _J • u _J • u _J • u _J I ��1--L.a... f:::[L: �[L: ��1--1..&... �� 1--1..&... �� 1-1..&... I cox oro .._i:x r0r0 NX COi' L!")X n;;; CONSTRUCTION NOTES @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PER CNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER (TYPE A, 8" CF AND VARIES) PER CNB STD. DWG. NO.182 AND DETAIL 1 ON SHEET 14. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIALDRIVEWAY APPROACH (TYPE I) PER CNB STD. DWG. NO. 160, DETAIL 1 ON SHEET 14, AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIALDRIVEWAY APPROACH (TYPE II) PER CNB STD. DWG. NO. 161. DETAIL 1 ON SHEET 14, AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ANDGUTTER PER DETAILS 1 AND 2 ON SHEET 14. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN) NOTE TO CONTRACTOR CONSTRUCTION OF DRIVEWAYS SHALL INCLUDE THE REMOVAL OFEXISTING IMPROVEMENTS AND CONSTRUCTION OF THE DRIVEWAY APPROACH, THE SIDEWALK (AND PAVEMENT REPAIRS) BEHIND DRIVEWAY APPROACH, AND INTEGRAL CURBS. ADJACENT CURB AND GUTTER (AND PAVEMENT REPAIRS), SIDEWALK (TYPE II DRIVEWAYS ONLY), AND RETAINING CURBS SHALL BE PAID PER SEPARATE BID ITEMS. REPAIR OF EXISTING LANDSCAPING AND IRRIGATION IMPACTED BY NEW IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO ALL BID ITEMS. � ..;j-W .-v l't":2 NCO ro W LC')O') .-W coN co� �co l[)W ..;t-a:, --+---�--+--,;;,-·a:i-r,-;: '':-..... 0::--� I z-·a:i-r,-;: .,�-·a:i-oc)-----1:!:!· • • ": I z-m'-oc):----16"G-- --16"G-L-�a•�G--_r-,,. ,r;,,. ____ 16"G----16"G----16"G----16"G----16"G----16"G--t"-:= -� 16"G �-Q 0-Q6"G----16"G----16"G----16"G----16"G----16"G----�"E) G.G> -1sOC!-�---16"G----16"G----16"G----16"C----16"G----16"G----16"C----16"C� 00-16�-o G-G-16"G-----+------1'--=:i .- ..--0 0 0 0 = ..- ..--= ..- ..--0 0 0 0 =:,.,__-_-___ _ II i!! I -�-------------------------------------- 1.25% - ""107.74 (1.20%) , R/W _/ BUS SHELTER r p N "' m 0 -- DRIVEWAY DETAIL SCALE: 1 "=5' SEE SHEET 10 AND 11 ---------------------------------------------- 1.33% - ·1 ,• .• � � r--"' m 0 -- 2 ( 1 . 1 3%) I-t�5 0 ... "' 0 Q_ :il z I 0 ",= 0.,o !::: � _, "' ffi � < • :r: • ��I-jz • w • ::, £ w5i> "'< C a. ·3: w e"' "o:/00 0 C-8925-2 g�l!> "' �-----------------�---------�----------�-�----�--------------------�---�----------�------------------------------��PLANS PREPARED BY RE"1EWED: DETAILS FOR CONCRETE IMPROVEMENTS ?i3 () Stantec UNDER T HE SUPERVISION OF: 38 lECHN0LOGY DRIVE, S1£ #200 � 6l v, • IRVINE, CA 92618 '• • EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �:(949) 923-6000 lEL a_ (949) 923-6121 FAX PAVEMENT REHABILITATION i :gBEN DAVIS RCE 82033 :r: .. ASSOCIATE CIVIL ENGINEER � � f-----------------------�-------�,-5 JEFFREY W. WILKERSON CITY OF NEWPORT BEACH R-7038-S ��11/28/23 DESIGNED: DRAWN: t----------< " "' L _____________________________________________ _J_R_.c_.E_._6_34_6_6 ____________ L ________J_c_HE_c_KE_D_:�J�WW�D-A_��:1�1/�2�B/�2�3LN=0·_1__=DA�T�E_J...::_D=ES=C=RIP�TI�O=N�O�F=R=E�VIS=IO=N=S----------LAP�P�RO=V=E=D LDA��=:=1=1/=2=8 =/2=3====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_1�6�o=F�3�3�3� I - \___,, ,, _ .. _~ --I • • 8 I I a U"} • 8 r-n~7 --------~ --I O> .,.., 0:, 00 ----0 l 4' I --~ -- I -3'' --- 35' I 4' I -----. -----·"· -----------------------------· ~ ---------------------------------+-------1---------------------------------~1----- -flf c.-.---I! e• ....... -' --. --1-----+--------------------------------1------+--------------------------------1----.-1~-------------------------------------+--- I\ -------7---------------~ oo ~ ;;, ~ JOIN EXIST. ACP PER N ~ m ~ i ~ """' ' °' scm " r i 108.53 108.99/. • ix, 1>111 FS • • . • . -~~-!><!11 C.--.--SL----SL---.-SL---:,-.SL-•• CXJ N • ~~---~~--~ • 0 I d SL----SL----s1..---. . • • • • • • • • • d .-. . 1-sL-·--=SL-1 (}9~2g-sL----. . • ·.. . . . 17) • . 109.75 -• • ~1 I FS GRADE BREAK . .. . • . . • . • FS .-, . . _-. ·. . •. • . . . . . .,, . . . :-. . . !2 I JOIN EXIST.-r------._ I· ~-~--<~IDEWM:1(--:-I .... l .. I /®CURB f'---JOIN EXIST . SIDEWALK 7 ,-----JOIN EXIST. ACP PER y·------------~~~ --: ~ DETAIL 1 ON SHEET 14 ~ ~ 0 0 RECORD DRAWINGS These Record DraV1Angs have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions INhich may have been incorporated into these plans as a result. "' EAST COAST HIGHWAY 12"G ---12"G 12"G 12"G -12"G----12··r;-- "' o'<l 23' 8" C&G @) (113.02) /FS ------------------------- I (1.23%) � . . 1.17% "' o'<lu • co (1.39%) ---(1.40%) EAST COAST HIGHWAY 3' 12' 3' CURB 1/2" STANDARD C&G CURB TRANS. @) TRANS. "' o'<lu co 1.06%- 5' SEPARATE BID ITEM (1.07%) CONSTRUCTION NOTES (j) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RETAININGCURB ITYPE B, CF PER PLAN) PER CNB STD. DWG. NO. 182. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PERCNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ANDGUTTER (lYPE A, 8" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIALDRIVEWAY APPROACH (lYPE ll PER CNB STD. DWG. NO. 160, DETAIL 1 ON SHEET 14, AND DETAIL SHOWN ON PLAN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIALDRIVEWAY APPROACH (lYPE Ill PER CNB STD. DWG. NO. 161. DETAIL 1 ON SHEET 14, AND DETAIL SHOWN ON PLAN. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN) . I� °"'· ·_ .... · .. · .·. .· .. -.. --.SI.----SL-- � -SL---- SL----$L--,--� SL--·--SL----SL-----:------' SL----SL--...__ SL----:---SL-----SL----SL-----. -Q. (..,, ., = '= TS -c:e:::;===rn� co (114.55) NOTE TO CONTRACTOR ' �--••.• _.·· •• ·1 ·• •• .•. • .. . .·. • . , 0 -. . • . • i.. . •. · . I·· • . .· •• •_.· .. ·.• 1 \ · ' -/- / , �-1 : ·_ -_-•-IT gl � (113.34) st I I'!: CONSTRUCTION OF DRIVEWAYS SHALL INCLUDE THE REMOVAL OF EXISTING IMPROVEMENTS AND CONSTRUCTION OF THE DRIVEWAY APPROACH, THE SIDEWALK (AND PAVEMENT REPAIRS) BEHIND DRIVEWAY APPROACH, AND INTEGRAL CURBS. ADJACENT CURB AND GUTTER (AND PAVEMENT REPAIRS), SIDEWALK (lYPE II DRIVEWAYS ONLY), AND RETAINING CURBS SHALL BE PAID PER SEPARATE BID ITEMS. REPAIR OF EXISTING LANDSCAPING AND IRRIGATION IMPACTED BY NEW IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO ALL BID ITEMS. FS .!-!-11 I JOIN EXIST.---<; ,-;',---+-JOIN EXIST. SIDEWALK I.. I SIDEWALK - I I DRIVEWAY CLOSURE DETAIL SCALE: 1 "=5' SEE SHEET 11 4' <D (f) <Xl LL .., JOIN EXIST.-+-SIDEWALK ;,. R/W -VJ � LL st . --.. --. - 7· -.. . ... . . : �1 • . . .· . GRADE �1-� • ·BREAK ·� ..-. . . • ...-'- -VJ � LL -(/) -(/) � LL [;; LL st JOIN EXIST. ACP PER DETAIL 1 ON SHEET 14 + .._.: -- DRIVEWAY DETAIL � � SCALE: 1 "= 5' SEE SHEET 11 4.5' 12 rn (203.08) TC JOIN EXIST. ACP PER� : (203.17) JOIN EXIST. ACP: PER :_\ o '° LL st-� (202.58) FS DET. 1 ON SHEET 14 I FS DET. 1 ON SHEET 14 q � u � u <fl o <fl----+-6" CF �� I I i 8 i'n 8 <fl >-LL 4 GAS p METERS 0) st0 VJ £:! LL REPLACE EXISTING VAULT COVER PER DETAIL 4 ON SHEET 14 -E----E----E----,--7 ----E----E�o-Ev--.=.�.,;;;;,,,,;;,=--.=-E ...---=----.,. ,._. �-=-�-----:�------==----�-��----E=��-....E.--� � E....----.aa...E=-=----- ...£.-,.,__----.__\ N -N � --E:�--� � � -E----7----E.----E O 0 -N N-E----t . : • E----E 2 0.62% •IR/W --frttt---. ----12 ---SL---SL- -TS ___ _ 15--• • -SL----SL--1..29.%sL----,L----SL----SL----SL----SL----;:, 1.29% I 0 j("----129% SL----SL----SL---" ---4"G---1-4"G----4"G----4"G----4"G----4"G----4"G ---" I ___ -SL----SL--·-;: -·.o.----,, ____ ''G----4''G----4 G--------4 G---.. ----L.%) --4''G---- G I (1.6B o •"G----4"G----I ''G----4"G 4''G____ ill --� 7+66.99 2B' OC , JOIN EXIST. 8" C&G 15.2' OC 12,•w· _ -12"w-,_ --12"w· --12·-w--202 61 Tc 12·-w----12"w---12"w---( . l "w----12"w---(2Q-1 s95·)-F:C 12"w----12"w----12 I I ]ll 28.3' oc ffi -12"w--1 /2" S:fANl:JARD C&('Jv----12''W-@ ----1.29% --------------(1.06%) .. ----..c: ----4"G 8+47.52 "' ---4"G--/ --'G 15.2' OC JOIN EXIS . 8" C&G ---12"w----12"w----,.(203 .. 74) C $12 w- -- -12·-w--_ _ .. (-203.07 L 12 w----12··w--- ----4"G:---- 1:tw---- 12"W,-----12"w----12"w- ]ll"' I I I t I I I --__________________ I_____---------------�--------3 --------------I • ------------�-----------I I ----------- --12"W----12"W --------� I ------� ------SAN MIGUEL DRIVE DRIVEWAY DETAIL SCALE: 1 "=5' SEE SHEET 12 I- � u 1-W o� ., O o"' 0 Q_ "' z I O U ,= 0 .,o I- ., ::J ;1; ffi � < 00 :r: • � �, I- -� �::, -laW/ >� < C a. "i W C >-5�� 00 C-8925-2 g�l!> <O �----------------�---------�---------�-�----�------------------�---�---------�-----------------------------��PLANS PREPARED BY RE"1EWED: DETAILS FOR CONCRETE IMPROVEMENTS ?i3 () Stantec UNDER T HE SUPERVISION OF: 38 lECHN0LOGY DRIVE, S1£ #200 � 6l v, •• IRVINE, CA 92618 • • • EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �: (949)923-6000 lEL = (949)923-6121 FAX PAVEMENT REHABILITATION i; BEN DAVIS RCE 82033 [i" ASSOCIATE Cl"1L ENGINEER 'i' � f----------------------�-------1,_� JEFFREY W. WILKERSON CITY OF NEWPORT BEACH R-7038-S �;t----------< u--... 11/28/23 DESIGNED: DR AWN: L _____________________________________________ _J_R_.c_.E_._6 _34_6_6 ____________ L _______ _J_c _HE_c_KE_D_=�J�WW�D-A _��=1�1/�2�B/�2�3L..:N=0·_1__=DA�T�E_J...::.D=ES=C=RIP�TI�O=N�O�F=R=E�VIS=IO=N=S __________ 1..:..::AP�P�RO=V=E=DLDA��='=1=1/=2=B =/2=3====L ____ P_U_B_L_l_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _l�S=HE=E=T _1..'....'._7_o=F�3�0:'...J 3� (.!) ~ u u ' ' [X) [X) ~~~~ m~u~ ~x oo~~~ wow~~ mN·~~~ 0~ ~~ ---------------------:.,,:!:-~ l"") --: " "'G 16"G 16"G 6" O'> ~ "fl1h, "s;j-',----------- 6"G--- -16"G-- - -16"G-- - -16"G----1a·-.::r--o-·:=-:= 16 G----16 ------------1 G--v -o )~(!:: ---16"G----1s"G-- :._: ___________________ ......,c=:,. -'-------------------------=- J -• i J ' - ~ a, "' "' -- -- JOIN EXIST.--+-------, SIDEWAL~MM-_ COMM---C --- QMM----COMM s - r _ :__ _ -co••--203:gP/c--- 202.47 FS 7 6" CF • - ! I I I -I . ' I .. ) R-;y--- - --- -a-_..---E------~--r------~---- • .. -----'i----e---- • -------------------- I /" m • .----E--- -- --l-,2"w- •.(..-._.. ... ::: I -I - -I 1~/ I-' - I )M.~ -..._ ~ -COMM I - -•" % -" ----0 ... - G T --------=-=--- RECORD DRAWINGS These Record Drav,.,ings have been prepared based on information submitted, in part, by others. W hile this information is bel ieved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 8+97.77 JOIN EXIST. 8" C&G (204.16) TC (203.51l FL <0.85%) 5.5' (204 42) TC (204.42) FS 23' 1--COMM----COMM----COMM----COMM----COMM----COMM----COt.1M--204.22 TC 204.33 TC ;; 8 8 I , R=12' 203.66 FL PCC, 8" CF 203.70 TC 203.66 FL 31.3' -COMM----COMM----COMM--- 0.64% - SAN MIGUEL DRIVE @E 1 /2" STANDARD C&G COMM---COMM· ---COMM----COMM--- 203.90 TC 203.86 FL 31.5' COMM- --COMM 0.64%- ---COMM----COMM-- 22.7' -• co•M----COMM ----COMM ----COMM---f0-f'o5'.'9_0_ C... -OM• --- JOIN EXIST. 7" C&G 204.10 TC (204.81 l TC 204.06 FL <204.21) FL 0.64%- r-'Xl.... 0 C/1� u.. (0.20%) --COMM----COMM- CONSTRUCTION NOTES (j) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RETAINING CURB ITYPE B, CF PER PLAN) PER CNB STD. DWG. NO. 182. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PERCNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ANDGUTTER (lYPE A, 8" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIALDRIVEWAY APPROACH (TYPE Ill PER CNB STD. DWG. NO. 161. DETAIL 1 ON SHEET 14, AND DETAIL SHOWN ON PLAN. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLANl [QI LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION ITYPl. UTILITY COMPANY NOTES (j) ADJUST EXISTING TELECOM VAULT TO GRADE BY COX. JOIN EXIST. I ; �1 JOIN EXIST. SIDEWALK NOTE TO CONTRACTOR "' SIDEWALK I CONSTRUCTION OF DRIVEWAYS SHALL INCLUDE THE REMOVAL OF EXISTING IMPROVEMENTS AND CONSTRUCTION OF THE DRIVEWAY APPROACH, THE SIDEWALK (AND PAVEMENT REPAIRS) BEHIND DRIVEWAY APPROACH, AND INTEGRAL CURBS. ADJACENT CURB AND GUTTER <AND PAVEMENT REPAIRS), SIDEWALK (TYPE II DRIVEWAYS ONLY), AND RETAINING CURBS SHALL BE PAID PER SEPA RATE BID ITEMS. REPAIR OF EXISTING LANDSCAPING AND IRRIGATION IMPACTED BY NEW IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO ALL BID ITEMS. co RJW m ·-+- -,, --....,'--� ---I 4% 204.24 FS I·-� 4.24% □•----COMM---� C/1 -------------------1--��-------:::.=t::::::--------------------------;��:��--� z fc=' t2b fc=' t2 . :::;c :::;c u C/1 u..r-u.. u I') I') ' .,., -- -- --- .. - r- u.. �a • <D .... ....:0 � NO N -- -- - ...., co"' 0 (/) � u.. 5.9' 18.6' --co�:.,---COMM--• • . I --co••-- <0.58%) ----� --- 10+94.91 I / --COM•----c I I ·----t."G--• o --4''G--- p CURB JOIN EXIST. ACP PER p a C/1 8" CF DET. 1 ON SHEET 14 ::;: "- 7.3' u en r- u.. - <D ...., 0 u.. c.ci c.ci u ---+--DET. 1 ON SHEET 14 o N DRIVEWAY DETAIL SCALE: 1 "=5' SEE SHEET 12 N ...., <D 0 (/) � u.. §I§ i',,JOIN EXIST. ACP PER j_Q.i r-----------------/ I . 205.13 fl LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION <TYPl 6 CURB p u enr- u.. � ;:::::: <D ...., u.. tci to u JOIN EXIST. ACP PER\ i;l i;l -;,-DET. 1 ON SHEET 14 -_i - - -----------------,\ 7.3' -_, N r-- <D ..,: 0 N N 5.8' u C/1r- u . . r--.... u..": -.:t: u <D <D 0 O= N N .... 1 O' � � .,., -"'· 12 9.5' JOIN EXIST. SIDEWALK <D "1.,., 0 N 6' <D. co <D ..,: 0 N 6.5' u enr- u.. <D '° 0 N Q. 0 --4"G-----., ---4"G-- .,., -'° I') '° '° I') '°0 0 N N 0 N 5' ---- -SL----sL-- ----..Jffi JOIN EXIST. 8" C&G / __ _ ---4"0----.. 7 4 G----4"G I • 0 --12i;;;:t:/_ _ i205.40l TC Iii ------ -----4"G----4"G " ------4 G----4"G----4"G----4"G----4'"G--a < 0.77% -.. ___ "----4"G--4"G----4"G----4"G----4 G-4 G '' ----4"G----4G- --4"G----4 G 1 +99.31 ---OIN EXIST. 8" C&G -12''W--(�'..'µt---'--------____ _ -t-f2"W ---- I i" ..I I I I i" ..I I I I }' ;,. ----12"W----. I 12-w--__ 1 .. ,z4,Q'-e� w----12"w--__ 12." __ I.Iii IIIIJil IIII,. ------------------------------------------------------------------------ e I I I I e 1 /2" STANDARD C&G @ SAN MIGUEL DRIVE DRIVEWAY DETAIL SCALE: 1"=5' SEE SHEET 12 t I I I I 7 I- �u 1-W o� "' O o"' 0Q_ ,0 z I oU ,= 0 .,oI-00::J ;1; ffi � < 00 :r: • � �, I- -� �::, ,;;W/ >� < C a.. 'i W C > -5�� 00 C-8925-2 g�"' <O �----------------�---------�---------�-�----�------------------�---�---------�-----------------------------�� PLANS PREPARED BY RE"1EWED: DETAILS FOR CONCRETE IMPROVEMENTS ?i3 () Stantec UNDER THE SUPERVISION OF: 38 lECHN0LOGY DRIVE, S1£ #200 � 6l v, .. IRVINE, CA 92618 • • • EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �: (949)923-6000 TEL = (949)923-6121 FAX PAVEMENT REHABILITATION i; BEN DAVIS RCE 82033 :r: .. l!> N ASSOCIATE CIVIL ENGINEER 'i' � f----------------------�-------1,_� JEFFREY W. WILKERSON 11 /28/23 IV\\.. DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-7038-S �;t----------< u--... L _____________________________________________ _l_R_.c_.E_._6 _34_6_6 ____________ L _______ _l_c _HE_c_KE_D_,�J�WW�D_A _��=1�1/�2�B/�2�3LN=0·-1.._=DA�T�E_.1...::.D=ES=C=RIP�TI�O=N�O�F=R=E�VIS=IO=N=s __________ _i:_::AP�P�RO=V=E=Di....::.:DA��='=1=1/=2=8 =/2=3====L ____ P_U_B_L_l_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _l�S=HE=E=T _1�8�o=F�3�0:'...J 3� --- --------------~ N ::--"' ~ -4" ., "' I- !II ., ------ 206.23 2.09% " ----12•1408 , (JG 12"W-- - -12"-W-- - -12"-W-- -12••w-- - -12"-W----2-~4'-eG -- 1 :87% - .,.; 0 u "' >-u.. 0 r--u.. OCl "": u "' "' 0 o, N N..,_ - "' "' <O <Ou.. <O <Du 0 ~" £:! -o 2.8.6% -· -, I I I \ -COMt.t--\--COMM-- - -COMM- \ \ \ \, \ \ - RECORD DRAWINGS These Record Dra-..vings have been prepared based on information submitted, in part, by others While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvh ich may have been incorporated into these plans as a result w w 0:: 0 m ::E <( ""') I I I!! I I I EAST COAST HIGHWAY I i 82.16 TC / 81.49 FL / 8" CF G----a''G----a''G----a''G----a''G----l a''G----B''G----B''G----B''G----a''G----15 ; 8.4' QC 4' OC 6.5' I --S2.00TC -8i."°OS TC -92+3:i:-ss ECR O" C O" CF 38.25' RT (201,84l FL \ p BOLLARD (202.37) TC \ 201.72 FL 1, p TSPB \ .. ��---- I I \ \ \ CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT 2.5" DEEP. G)CONSTRUCT 1.5" ARHM OVER 1" (MINIMUM) AC LEVELING COURSE.0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RETAININGCURB (lYPE B, CF PER PLAN) PER CNB STD. DWG. NO. 182. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181, MODIFIED PER DETAIL SHOWN ON PLAN. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CROSS GUTTERPER CNB STD. DWG. NO. 185, DETAIL 1 ON SHEET 14, AND DETAIL DETAIL 11 ON SHEET 19. @ JOIN TO EXISTING AC PAVEMENT. 1.26% 1.04% FL 2.00% SAWCUT AND JOIXISTING HARDS'CAP \p STAIRS @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PERCNB STD. DWG. NO. 180. 92+14.04 JOIN EXIST. B" CURB <81 .70l TC <81.03l FL / 10 � "' r--N OJ (81.91 TCl (81.91 l FS 82.45 •4.52% CJ) LL "' N N OJ 5.5' • 10,0%1.-�t l";.:F'- >\--� _9 _,9r--j�."'l!�� 1 . • • - u>- 0 n OJ 8 I t:00% I = 1.00% CJ) u CJ) LL >-LL -"' "'"' 0 "' N N OJ OJ OJ 4' 82.49 7.50% 5.8' � enenN !ol ALL IMPROVEMENTS SHOWN IN THIS DETAIL SHALL BE INCLUDEDIN THE CURB RAMP BID ITEM CJ) LL OJ "' !ol ________ RA_�-c�-LE _ , D_ 1�-=:- .A_I_L _______ � SEE SHEET 5 V EAST COAST HIGHWAY ALL IMPROVEMENTS SHOWN IN THIS DETAIL SHALL BE INCLUDED IN THE "MEDIAN IMPROVEMENTS AT AVOCADO AVENUE" BID ITEM EXCEPT FOR THE GAS VALVE BOX ADJUSTMENT WHICH IS BY OTHERS. PAV EMENT REPAIRSBEYOND CONSTRUCTION NOTE 13 ARE PER SEPARATE BID ITEMS. TS---TS---TS -- w ::::> TS-Z w 0 C \ \ \ \ \ , p BOLLARD ,:;-BOLW, !201.89l T ' A'L:...J p EXISTING ENHANCED HARDSCAPE ADJACENT TO ACCESS RAMP R/W �,-, -----r------::::---:---:-:-:-��=--=--��--�f------------------- -S't ....._ ----- u' u I-_f< ' I- _J LL ..._ LL 00 00 -� ... -oDo � N OLLARD LPB SPB JOIN BACK OF CURB FLUSH TO EXISTING HARDSCAPE (lYPICALl p BOLLARD VARIABLE CURB FACE TO15 JOIN EXISTING HARDSCAPE(SEPARATE BID ITEM FROM CURB RAMP) ---si 6+08.Q_6_JOIN !El-38,00,_ [ - " w- - -'L ________ RA_�-c�-LE-�-1�-=:-. A_I_L _______ � SEE SHEET 12 V EAST COAST HIGHWAY -----------�-----+-20L;-------�------,C5L• -------+-------1·5L' -----�-----1-2•L' ----�--------- en - CJ) - LL r------------------- :----,. ••• _ --I 4''i"'.1<8T:3ff -,. •• ,,. JOIN EXIST. 8" C&G I (111.39l TC I 16"G-16"G-!r···o-16"G-"' 110.90 16"G- "'... 1•··0 �, I -- CJ) - LL ---------------7 l16"G----16"G----16"G--: �6�Nia��T. 8" C&G PAVEMENT REPAIR PER1i'l"ETAIL 1 o/f SHEET 141•·' !r··16"G-16"0-(lYPICAL) 111.18 111.47 (110.77) FL I ( 112. 14l TC 1-------------/--'--"------+--------+-/-�---------\----/-�'---------1 (111.50l FL FS FS FS (110.78l TC O" CF (110.70l TC O" CF R=12' (1.64%) --(·1Sl1c44 -TGs ----sL----0" CF SL--- @ REMOVE EXISTING CURB, GUTTER, MEDIAN PAVEMENT, AND AC PAVEMENT IMPROVEMENTS AND CONSTRUCT PAVEMENT REPAIR PER SPPWC STD. PLAN NO. 133-3 (CASE Ill. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ANDGUTTER (lYPE A, 8" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. @ CONSTRUCT MEDIAN CURB AND GUTTER CTYPE A, 6" CF, 18" GUTTER) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLANl [j] RESET EXISTING CNB SURVEY MONUMENT. [ill REMOVE EXISTING AND INSTALL NEW CNB TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. � REFER TO SIGNING AND STRIPING SHEETS FOR EXISTING SIGNS. UTILITY COMPANY NOTES @ ADJUST EXISTING GAS VALVE BOX TO GRADE BY SCG. R=7.5' --------------�-;--w (106.13) TC (105.68) FL I I I I � I (106.68l TC (106.20l FL REPAIR IMPACTEDLANDSCAPING ANDIRRIGATION /1 V. � \ ,\_.t_� :::=1Ji" \\ � � 1' ;' MEDIAN NOSE DETAIL SCALE: 1 "=5' SEE SHEET 10 I I I JOIN BACK OF CURB TOEXISTING IMPROVEMENTS (lYPl R/W ( 111 110 I \ 8" CF 0 JOIN EXIST. 8" C&G (110.71l TC (110.07l FL 10 JOIN EXIST. 7.5" C&G (111.22) TC (110.59) FL CROSS GUTTER DETAIL SCALE: 1 "=5' SEE SHEET 11 (111.63l TC 110.96 FL 8" CF R/W 11-----1 p t----i s: 11 ALL IMPROVEMENTS SHOWN IN THIS DETAIL EXCEPT FOR THE PAVEMENT GRIND AND OVERLAY SHALL BE INCLUDED IN THE CROSS GUTTER BID ITEM. JOIN BACK OF CURB TOEXISTING IMPROVEMENTS (lYPl "' 1-- • u " w 1--6 � 8: 0"' z I ou ,= 0 .,o !::: �_, "'ffi � < •:r: • �� 1--j z • w • ::, £ w5i> "'< C a.·3:w e "' ""'/ 00 C-8925-2 g�l!> "' �---------------��-------�---------�-�---�------------------�---�--------�-----------------------------,��PLANS PREPARED BY RE"1EWED: DETAILS FOR CONCRETE IMPROVEMENTS ?i3 () Stantec UNDER THE SUPERVISION OF: 38 lECHN0LOGY DRIVE. S1£ #200 � 6l v, - IRVINE, CA 92618 • • -EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �: (949)923-6000 lEL (949)923-6121 FAX PAVEMENT REHABILITATION i � BEN DAVIS RCE 82033 :r: .. l!> N ASS OCIATE Cl"1L ENGINEER 'i' -:: 1---------------------�------�1--5 JEFFREY W. WILKERSON CITY OF NEWPORT BEACH R-7038-S ��11/28/23 DESIGNED: DRAWN: I---------< u "' L _____________________________________________ _J_R_.c_.E_._6 _34 _6 _6 ____________ L _______ _J_c _HE_c _KE_D _,�J�WW�D _A _��,1�1/�2�8/�2�3LN=0·_1__=DA�T�E _J...::.D=ES=C=RIP�TI�O=N�O�F=R=E�VIS=IO=N=S----------LAP�P�RO=V=E=D LDA��='=1=1/=2=8 =/2=3====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_1�9=□=F�3�3�3� --- ~r j ' " E' -- ,,-; a, w ~ "' -------<§> I I I R=35' ' t -I I I I 1' -~ I I I I 1' .... - I I I (202 .52) TC \ -fl-- \ ~ '• .... ' ' ' ' ' ' ' , (20'l'(,91l '·. BOLLARD 5+ 1.12 BC 38.· O' LT I -------------+1 __________________ __,---------------~-~--:;_ _______________ ~---------- -, -.-•~ I• --~ W w W I I => I - .4 L ~l I I 0 I I I I _J z I w I ~ I 3 I ~.·, <( I . r----I "' ,....., t.) <( I ~ t.) I <( I L_ I,,: "' co ,,-; r--~! /I r; ~ \ ''*/ ~ :::= \\ ~ /J ,I RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions 'Mlich may have been incorporated into these plans as a result 0 SL - .,� .. --. "10 MON p CNB SL -.,..---c <D co (/) 0 u_ ....... --cc X w z 0 --, 9' ' � "'[{' -,-.: 0 (0.04%) 0--, 2-.22% -21"ss (0,32%) 8' CURB TRANS. 0 <D o:i (/)0 u_ -.,---lAl ----- 1.75% - 8' CURB TRANS. ---�---�---��---------=====co----------1 � LOCATE AND PROTECT EXISTING CONSTRUCTION NOTES @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SID EWALK PER CNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT COMMERCIALDRIVEWAY APPROACH (TYPE ll PER CNB STD. DWG. NO. 160,DETAIL 1 ON SHEET 14, AND DETAIL SHOWN ON PLAN. 6' "'Nco (/) 0 u_ r---[{' -r---0, ----------- .5. - 5.5' \\ CITY FIBER OPTIC CONDUIT NEAR / j ALL EXCAVATION (TYPl ,, i---------., '/-----------�� l ;J__ __ . ,!/... --------------------------------------------rr·�==== ,=========�··-··----· 'I'' � @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ADJACENTTO DRIVEWAY CTYPE B, CF PER PLANJ PER CNB STD. DWG. NO . 182, DETAIL 1 ON SHEET 14, AND ELEVATIONS SHOWN ON PLANS. DISPOSITION NOTES 0.22% -21"ss- "'Nco (/) 0 u_ JOIN EXISTING\ PCC PAVEMENT \ 0.22% U")r<1 0, "' co (/) 0 u_ o:i (/) 0 u_ _1 -- 1.25% 1.24% ----------------j Ol 1-CDU � SL SL SL (0.15%) � PROTECT IN PLACE (ITEM PER PLANJ [QI LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEAR ALL EXCAVATION CTYPJ. NOTE TO CONTRACTOR CONSTRUCTION OF DRIVEWAYS SHALL INCLUDE THE REMOVAL OF EXISTING IMPROVEMENTS AND CONSTRUCTION OF THE DRIVEWAY APPROACH, THE SIDEWALK (AND PAVEMENT REPAIRS) BEHIND DRIVEWAY APPROACH, AND INTEGRAL CURBS. ADJACENT CURB AND GUTTER (AND PAVEMENT REPAIRS), SIDEWALK (TYPE II DRIVEWAYS ONLYJ, AND RETAINING CURBS SHALL BE PAID PER SEPARATE BID ITEMS. REPAIR OF EXISTING LANDSCAPING AND IRRIGATION IMPACTED BY NEW IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO ALL BID ITEMS. -21"SS -21"SS _ u u u_ N�f- ca u �1"1 ..... � I"'")" •• ·r--,. r--i -21"sst-� -� NJ � as b u u LL.1 � ffi � 0 00 (0 0 �11r---. �'° ·IO".I ar21"ss--2!"SS-21"SS 2l"SS ·-(0.29%) (0, 19%) ;;: N ,-.: 0 23' 23' @ O" CF (1" AT BACK OF CURB! EAST COAST HIGHWAY 21"SS _ CT.I r----r--- r-..: ...... "' °'"' -, -., 21··ss- I I i .2.1 "ss.-----.. ff ss z co (/) N c_ 0 -21"ss _N'� 21"ss-t") LL =.i-,-------=---=--:_-::_2�1:"ss� ,-.: r---0,8' 8' 0 CURB TRANS. ______ D _R_IV_E_sW_CA_:-�--�-5,E_T_A_I_L ______ � SEE SHEET 7 V LOCATE AND PROTECT EXISTING CITY FIBER OPTIC CONDUIT NEARALL EXCAVATION (TYPl I I I I -----------------------------------·------------------------------------·-- 0.37% 0.32% 1.09% 1.09% COMM---- C O M M - - - - COMM----------(98.43) -------FS <0.60%)---------------------------------------------------t--�===== � u u_ u �! ca u f-0, r---• "' r--: co 0 <D r---r---r---0, 0, 0, 22' 22' 8,5' @ O" CF ( 1" AT BACK OF CURB) EAST COAST HIGHWAY u u_ I ca ur--- • -1'r---0 &:l I r---0, cil -, 5' CURB TRANS. 00 (!) U U') CJ'? � I-LL cou --0 -st+== NtDlf) r--- 00 r-..: ....... 0)0)..-ti> - -X z 0--,I- • u�LlaJ ci 0 .. 8: 0 "'z Iou,= 0.,o!::: �..., "'ffi � < • :r: • �� I-jz • w • ::, £ w5i>�< C ______ D_R _IV_E_W_A_Y_D_E_T_A_IL _____ � 13 i0�8� SCALE: 1 "=5' SEE SHEET 7 C-8925-2 g � ,;;;-=====---------------,----------,----------_---,-----,-----------------------,------.---::=-:=:=--------r---------------------------------�GW PLANS PREPARED BY RE"1EWED: DETAILS FOR CONCRETE IMPROVEMENTS :; () Stantec UNDER THE SUPERVISION OF: 381ECHNOL�;v�:�·c!l£ 9:!�� J1. ·· Cl· EAST COAST HIGHWAY AND SAN MIGUEL DRIVE ; " (949)923-6000 TEL � (J__j,,,.:_ < ::, (949)923-6121 FAX PAVEMENT REHABILITATION i �oBEN DAVIS RCE 82033 :r: .. G "' ASSOCIATE Cl"1L ENGINEER 'i' -:: f------------------------.---------�,-5 JEFFREY w. wILKERsoN 11 ;2s/23 IV\\.. DESIGNED, DRAWN, c1Tv oF NEWPORT BEACH f--R_-7_0_3_8_-_s____, � 1 L_ _____________________________________________ _J_R_.c_.E_._6 _34_6 _6 ____________ L_ _______ _J_c_H _Ec_K_ED_:�J�WW!!.l_D _A _��:1�1/�2�B/�2�3L_N=O.�-=D�AT=E-..LD=ES�C�Rl�PTI�O�N�O�F�R�E�Vl=Sl=ON�S----------LAP�P=R=OV�E=D cDA��='=1=1=�=B=/2=3====:L---___:_P�U=B=L=l�C-W:...:....::O�R�K�S=-=D�E�P�A�R�T=M=E=N�T---__l�S�HE=E�T�2�Q�o:F�3�3�3� I . I I F-------- I l J I I " I : I I I /; ii -/4 -~u --- R/WiL_ -<f-"' ci ~-- ,,. ---, -. --. , . '' _/4 ---/ . . . . . . . • / ~, • . . . . • ~, • . . • • . . -~ ' . . . . . ', ,' / 0 · 98 1 B . -• • • ·• ·---0 --98. l 7 ----• . . .. ·~{--ell"'(_----COMM-- - -COMM-- - -• . . ·, -. / a:, co ,ri .. ·_ . COMM-::--'--COMM----COMM~---COMM-----'."!• Mr COMM-----: COMM-~ --,COMM~ - -.-COMM--·§8:-L8l1.UA· ~OMM----COMM----COMM----CO ...:..C()MM-,;"~'" ---.J-OMM---'-__:• --_-·-. _---FS\ __ -COMM----COMM----COMM-----. -• {12 FO -,, _ _ • --. ' '---(12JFOI --• --' -m----m----m----m ---§1~---~. Lm~--~m -=--r0-=.=----rn~-__ CFO -_-----rn ---_ -·o-_ ---ro--_--ro----_ ro-=r-7'0 --~ r'O-.,.... --FO ...:__ -...:-.:....:....-.ro __ _:_ i>s.= '-I . ~i -E----E_:...__....:...._E---~ -1(---------:-.E--.-~ -E-------:-E----E--, --E-·----E-.----:---.E-----:---:--:--E-:-.....;,._ E ~ _ -.-F0-:----_---._ FO----FO--·-·f.G • ~E=== FOE---=-----~===::.~---=--=--= ---E----E----E----t'! ---•tf)E--·--E-~r _/-E----·F'. •. - ~-1· -.-_-_ -FO p ---(17]FOI -~-·1· -GRADE BREAK -_ .---· ·-.-: ------E'---.....,....:....-'-E'f-....:....--E·--e -·-..... / . . .. • • ' . ~ a, I"') . • . • . • . . • • • ~, -• /-· . o -• • CNB • -. • / • r--. -• . .. . -a . . . . ~ . • 0 " / . ~ •. ~-,· / 0 a:, ~ ' -/ .. " • II' "-s ..:i..:..../ SL . L-SL SL SL ---SL----SL---..:.._-SI ----SL:,_ ____ ·sl--'--.,_-·SL------'--;-SL-~:-_ -.--Sl.--,;_-sL.:..:....· __ SL SL ·sL---SL SL ,, SL _· . • l • . . . . . • .· . ,..... . . . -2.28% ~-i~ T~1'0%->· ,(. -\ --./ ------/ -~ ;-: --' "" --21"ss ~ trt.:c: u U ti:..2T"SS -ID U ~-1-: .(D () a, ID u C/l 0 ID ~~ I ~1 <O 0:: r-LL ... N' <O' --. :::, ... "' I~ ... ,n 0 "' ,n <O 0 -_,._ I ;;i u --. :::, "' ro ?;i u --,.._: ,.._: .... ,.._: r--, --,-+. ~-.:I: N <O +, 00 N I::::: a, a, 0) a, N r--, ro ,.._ -N r--, r--: r--: --e? e? -0) a, I --->-' C/l ' '< -I u \0~21·~) ------C/l -. LL _, 1>-0 <O <Xl ~ ~ -···•···· ------- OM----V • 98.39 □FO----FO----FO---- -, / -.. --SL~·---~ sL· -~~~SL~--:....:_ SL,--~-SL:-_: ----SL:-~-~_SL---- -SL--·--SL-~--SL-_ -...... -SL._,;__ -SL-,-_:__-. -SL_..,... --·-'--SL-'---- -SL-- ------, SL-·.:.._ -'-:-st.·-- - -SL----SL----SL-___ SL- --~ ~----~-• . I --r--------------CD ~~ "'0:: 1-1 u U LL u U LL 0:::, ~o >--ID U ~I >--CD U ... u I!$ -! = "1 r--; ... N' .... N' -<Xl <Xl r--, 1: <Xl a, 0 a, o □ e? 0 ,.._ ,.._: r--, cx:i ->-' 1-0) 0, 0) 0, C/l u U LL ~I >--CD U <O ,.., <Xl a, 0 ,.._ ,.._: a, a, X I w -------------(0,21 %) <Xl ~ ,n {0.17%) m.01 %> -------------(0,25%) r--, ~ ◊ RECORD DRAWINGS These Record Drawings have been prepared based on info rmation submitted, in part, by others. While this information is bel ieved to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 0 0 w+ >0)0 0)� � i--en :::c w C)zDi: :J w :::c w (.) en !:;: :ii: JAMBOREE ROAD .,., -N EX. CAL TRANS R/W � �-a. r-<O � 0::: (/) -f-Z � (/)<( -0:: � EX. CALTRANS R/W -- N "' X N -"' <O Nr--00EX. CALTRANS R/W a. � "' N N N - .,., 110 00 "' RM G7-1 (CAl"Jomboree Rd" 0 0 "' R4-7, lYPE .,., a.: .,.,0, - I 0, Ct: I G8-1CCAHBLUEHLTl"BALBOA ISLAND"/{I]G7-1CCAl"JAMBOREE RD" 101 - □I -- in'° -' I@] • <D- N-. --. --N- WB / 10 21' � 162' , ,. , , ' 175'®>£11, , , ' . I . , , , ' LOO�S) ,, ;·®,'119 lYP. . • . ' , . ' R73-3(CAl / EX R73-5(CAl(MODl R73-2(CAl 127'�, P. /'®170' .3') 12' < >-, � <C -o_ 00 z "' 2 l -- C • � .,., . --0 -101 .!!. - -- I 0Ct: 0, 0 0 -101 � . - -- • (/ • � 0 I � • •/ • "· • .y $ � .. � ' - \ l • I \ -� 12 ;:::0:: > ..,__ RM s:: !:a: SIGNING AND STRIPING GENERAL NOTES: SEE SHEET 24 FOR GENERAL NOTES. N -102+00 c-1 -;,.'°0 N I • ' . (. I / 0 � �a. z ADVANCED DETECTOR LOOP RELOCATION NOTES: SEE SHEET 24 FOR ADVANCED DETECTOR LOOP RELOCATION NOTES. . " / <D 0 0 -10 - � ,. J 0 ;:,,00- .,.,-0 - Ct: 0[D 109 .. / ;:::;:,,0:: .,., •s:$ z 93+00 N -_94+00 N -.-"' . -- • a --[D [D ,< w --oo oo ::,; :::; ----I I ----O 0 r--r--N NN N 0 10 0 N N N N- -m-I ..,. <C 0) t'1 � ,< rn-Z 00Ct: C . -"' RM ->- ->-<C <C u a. u <C -c:., z -w co _J Ct: ;_:;; I 0, ,< 2' r--;,. I "' � .,., 00 .,.,0:: --;:::Ct: 2' 113 110 110 - ----- 95+00 • 113 101 ;:::;,.Ct: .,., > N EAST COAST HIGHWAY o_ � 115 -- $ $ ;,. -0 -109 �o_ z RV -.,I - C ✓ -,, -� L I . <O t.,.,--00 N ..,. -;,.- "{. - - $ -- -- C -- / -- EX. R/W i Ct: 101 .,.,r--'° < >-, � "" -a. a'.) z Ct: -jI --$ --� u, a.0� g a. z ..,. 120 101 N '° -- ® 10 r--.,., <O - -- 12 N ;::: -�0 Ct: '° a.> zNCt: /EX. R/W " " • u- --/* $ r-. in "' ;,. ;:,, a.<O <O .,., <O N �'° '° <D '° N 101 101 10 115 -- C 0 EX. R/W 115 a. � 0 ; ,�@ I I ----$ ;:,, N N 109 109-<O <O � -- "' � ..,. .,.,a. [Dz z RM N -.,., - 0 .,/ 109 N<O <O 0 0.,., '°-f- -I <C I N a. N7, � ' "'' "' ;:,., -,_ c..,-..:: C) C) .,. 0) C),... , .. t,l .. SIGN LEGEND: D11-1 (MOD) 24" X 18" CONSTRUCTION NOTES ®INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. @ INSTALL LEFT EDGE PAVEMENT MARKERS PER CALTRANS STD.PLAN A20B, DETAIL 26. @ INSTALL THERMOPLASTIC 6' SOLID DOUBLE-DOUBLE YELLOW MEDIANISLAND PER CALTRANS STD. PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC 8' SOLID WHITE CHANNELIZING LINE PERCALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PERCALTRANS STD. PLAN A20D, DETAIL 38A. @ INSTALL THERMOPLASTIC 6' SOLID WHITE BIKE LANE LINE PERCALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6' BROKEN WHITE BIKE LANE LINE PERCALTRANS STD. PLAN A20D, DETAIL 39A. ®INSTALL THERMOPLASTIC 6' BROKEN WHITE LANE LINE EXTENSION PER CALTRANS STD. PLAN A20D, DETAIL 40. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANSSTD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE) Q9 INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PERCALTRANS STD. PLAN A24A TO A24E.0 INSTALL THERMOPLASTIC 6' SOLID WHITE LEAD-IN/LEAD-OUT LINE.@ INSTALL THERMOPLASTIC 6' SOLID WHITE 45' DIAGONAL LINE AT 20'SPACING. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANSSTD. PLAN A24G. @ INSTALL DITTCTOR LOOPS PER CNB STD. DWG. NO. 923, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ INSTALL PREFORMED BIKE LANE SYMBOL WITH PERSON AND BIKELANE ARROW ON GREEN THERMOPLASTIC BACKGROUND PER DETAIL "F" ON SHEET 26. @J INSTALL SIGNS PER DETAIL C ON SHEET 26. [I] INSTALL SIGNS PER DETAIL E ON SHEET 26.� EXISTING SIGN OF lYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEWPOST, OR EXISTING STREET LIGHT WHERE INDICATED. � REMOVE EXISTING SIGN OF TYPE INDICATED OR EMPTY SIGN BRACKETS ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED AND REMOVE EMPTY SIGN BRACKETS. !ill REMOVE EXISTING OVAL WAYFINDING SIGN AND BRACKETS, SEESIGNING AND STRIPING GENERAL NOTES NO. 16 ON SHEET 24. � ANY EXISTING STRIPING OR PAVEMENT MARKING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY WATERBLASTING AND ANY RAISED PAVEMENT MARKERS SHALL BE REMOVED. RIGHT LANE ENDS ;,. 103+00 104+00 -105+00 106+00 -"'-,,. � W9-1R 36"x36" W4-2R 36"x36" (. I 7'""'" --=T ==i N ..,. ----'-.,., . .,.,.. (. ) (:) ) 0 \·) I -101 101 115 � !;;: < io i':, a.: 0, 0 � a. u 0, 0 z ;::: -00Ct: I . -.- ,., 7 M ' . , -09 109 <O in 0, 0, 0, 0, - --., 107+00 � I - '--' --/I i 0, �.... .,., a.[D z - -� "' lJJ -1oa+oo ... -I lJJ ::,: --I - -�"' --f- -,,.--� ::J f1i-,,. "' ---,,, -::,: "' 'J ' '.2 12 t • ' --,. '--._, J ".',:-, I -I -- - G7-1(CA) 7 60" ' 18" L 1, ' G8-1(CA) •- --,J 1 1811 �-11 EAST COAST HIGHWAY "Jamboree Rd" I-� u�w�,\ .. t,l .. 40 GRAPHIC SCALE 0 40 SCALE: 1" = 40' I 120 D11-1 "HARBOR VIEW(RT)" 24" X 18" NO STOPPING ENTIRE BLOCK NB349 18"x24" � BIKE LANE R81(CA) 18"x24" SPEED LIMIT 50 R2-1(50) 30"x36" C-8925-2 6� "' 0 a. a'z I ou,= 0 .,o!::: � _, "'ffi � < • :r: •�� I-jz • w • ::, £ w5i> "'< C a.. ·3:w e "' � o:/ 00 0 _, ., w .. :::, "' l!> "' �----------------�--------,----------.---,----,--------------------,----.::===---------,-------------------------------j�� RE"1EWED: SIGNING AND STRIPING PLAN ?i3 PLANS PREPARE□ BY: () Stantec UNDER THE SUPERVISION OF: 38 lECHN0LOGY DRIVE, S1£ #200 IRVINE, CA 92618 (949)923-6000 TEL (949)923-6121 FAX ;:pg) -EAST COAST HIGHWAY AND SAN MIGUEL DRIVE i: PAVEMENT REHABILITATION i� BRAD SOMMERS RCE 65241 CITY TRAFFIC ENGINEER :r: .. EAST COAST HIGHWAY: JAMBOREE ROAD TO STA. 109+00 � � f---------------------.-------71-5 11/28/23 DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-7038-S �iiDAVID M. LEW DML/JAL JAL 1--------, u.;, L _____________________________________________ _J_R_.c_.E_._c _88_9 _1s ____________ L _______ _J_c _HE_c _KE_D _,�K�R�RLD _A _�J=1�1/�2�8/�2�3L:.:N�O._J__�DA�T�E_.i:.D=ES=C�RIP�TI�O�N�O�F�R=E�VIS=IO=N=S __________ _i_:_::APLPLRO�V=EDi=DAL�===1=1/=2=8 =/2=3====L ____ P_U_B_L_l_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _l__s_HE_E _T�2':_'_1_□_F__::3�3:'._J 3� ---" ---N " -__ ,., - ~ ~ ,__. - I - r--<D I° -... . - " - -" '. '. - - ' ~ -·~ ' ---1,---+~--92+00 __ --,j'.L--~t::::!.===-~ ➔-----=---::::...1----- " " " . " -- - 22· . j J ' " ~~~ ") N "1 z I I I 0 "' "' "' r--r--r--g; g; 9::: £;! £;! £;! " I ' - - • ' . ' .:: 0:: 3< w > ~ I ' . ,-_ I I [ ,., ~ ,., ~ ' I " " - 1 "' N N - --" "' "' -- . . 00 5 257' N " - - " "' " - " - " . - 1 ' 355' TO X-WALK 96+00 ----1----+-- r-- . -• I ' ~ 0 ' ' " , - ,.,. - ' CJ z "' "' "' 97+00 -1----N 98+00 RECORD DRAWINGS "' "' "' N --:.-"' ;:,, 0 N These Record Dra'Mngs have been prepared based on information submitted, in part, by others. While this informatio n is bel ieved to be rel iable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a resu lt. ---- I -----4 -2:.. ~ I I " I . n " / --~ -- j_ " -co/ - " I . . " -' -- ' • • - ';;:a_B- �1 B /EX. R/W "' -"=. • \1 / ' , ,□ ) • D J � � --..;- / ® ---Cl --c----' --- I -· --------f-"" y / I = I � * * - ---0 -;,., -r----N CL --N N 0 0 0 0 � ----10 101 101 109 109 115 ---co.... -- "-• * /I 'Z• - � u r--- ;:... 0 �"' � <Cw I-vw;:... 1---' � <( I") c.n>u�a_w�<D 0 '91 10 113 --;,., *t;JO "' - N- CONSTRUCTION NOTES ® INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANSSTD. PLAN A20A, DETAIL 12. @ INSTALL LEFT EDGE PAVEMENT MARKERS PER CALTRANS STD.PLAN A20B, DETAIL 26. @ INSTALL THERMOPLASTIC 8' SOLID WHITE CHANNELIZING LINE PERCALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6' SOLID WHITE BIKE LANE LINE PERCALTRANS STD. PLAN A20D, DETAIL 39. Q!9 INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PERCALTRANS STD. PLAN A20D, DETAIL 39A. QE} INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANSSTD. PLAN A24F, BASIC lYPE (WIDTH MEASURED INSIDE TO INSIDE) @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PERCALTRANS STD. PLAN A24A TO A24E . 0 INSTALL THERMOPLASTIC 6' SOLID WHITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6' SOLID WHITE 45' DIAGONAL LINE AT 20'SPACING. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANSSTD. PLAN A24G. .� ,I*** 114+00 115+00 .I-116+00 117+00 ---1 n' @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, ANDCONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. - -:-.,. :-.,. -a_ -co "' � co r---"' r---0, 0, 109 101 10 0 0 D + . w 0)""" 0 """ ID• .,. � <t I-en::c w (!) -a::: -...J I-::c w . w (.) -r---en � :ii: � ....... I----'.;;: [D �:-.,.00 oo I « v,W "' "' "' a_ 1l; "' a:: z "' ;:;;: 0 � 0 a:: ::!'(D -I -0 NPAT = NO PARKING ANY TIME SIGNS NSAT = NO STOPPING ANY TIME SIGNS PROTECT EXISTING LOOPS ON CLUBHOUSE DRIVE -co z a:: 0 .. :a "' N :-.,. N N "' "' <O :-.,. 10 :-.,. "' "'"' SIGNING AND STRIPING GENERAL NOTES: SEE SHEET 24 FOR GENERAL NOTES. .., ---- ' " - CLUBHOUSE DRIVE • -;_- 119 I L(11 LOOPS) 20 122+00 112 LOOPS) f# co za:: 0 0 EX SW60(CAl"CROSS TRAFFIC" 0 ;:;"' -I - IRVINE TERRACE ADVANCED DETECTOR LOOP RELOCATION NOTES: SEE SHEET 24 FOR ADVANCED DETECTOR LOOP RELOCATION NOTES. "' I "' !l=: £:l 113+00 -'---I -'--OLA 340' TO - 1-_ - ----- ' .. EX. R/W i 10 101 ';;: <O in a_ 0 "' z 0 "' - EAST COAST HIGHWAY <( � S!,....;::::: a:: 0 "' 0 "' - <( 0, 0 0 "' > ID a_ >a:: z "' "' RM 11 10 101 EX. R/W • � -(/)� N a::--� :-.,. N *** * N 123+00 124+00 125+00 .L =-± -I-=-i N - ID;,., .,. -"' G8-22(CAl<LT)"Newport Center Drive" 109 115 101 "' r---"' EX SW60<CAl"CROSS TRAFFIC"D11-1<MODl ;,., 0 "' 109 0, r---"' 101 ;,., 0 "' EAST COAST HIGHWAY -- 101 109 "'<D "' <D "' "' (/)a_0 g ;::::: a:: !::);:;;: 120 113 * co.... 115 CL � --co....109 D • ® 126+00 RM 0a_ / � � �a_ u z 0 0 "'. --I co N.... a::109 .___:'X WALK �\ -, .. 0 12 (/)a_0 0 "' "' 0 "' 101 C 109 ;:... <D "' ;::::: a:: a_ > � 113 115 <0-"' in N - st ® "' "' "' 127+00 N- N .,. ;,., "' 0 EX. R/W �RM G7-1<CAl"Newport Center Drive" "' I G7-1<CA)"Newport Center Drive" ® FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTINGCONTROLLER 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 RAISED BLUE REFLECTIVE MARKER PER CllY OF NEWPORTBEACH STD. PLAN NO. 902. @ INSTALL PREFORMED BIKE LANE SYMBOL WITH PERSON AND BIKELANE ARROW ON GREEN THERMOPLASTIC BACKGROUND PER DETAIL "F" ON SHEET 26. [fil INSTALL SIGNS PER DETAIL B ON SHEET 26. [] � INSTALL SIGNS PER DETAIL C ON SHEET 26. EXISTING SIGN OF lYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. [I] INSTALL NEW SIGN OF lYPE INDICATED ON EXISTING POST, NEWPOST, OR EXISTING STREET LIGHT WHERE INDICATED. � REMOVE EXISTING SIGN OF lYPE INDICATED OR EMPlY SIGN BRACKETS ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED AND REMOVE EMPlY SIGN BRACKETS. !fil REMOVE EXISTING OVAL WAYFINDING SIGN AND BRACKETS, SEESIGNING AND STRIPING GENERAL NOTES NO. 16 ON SHEET 24. � 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: NO STOPPING ENTIRE BLOCK NB349 18"x24" RIGHT LANE MUST TURN RIGHT R3-7(RT) 36"x36" 60" "Newport Center Dr" G7-1(CA) 40 0 BEGIN RIGHT TURN lANE YIELD TO BIKES SPEED LIMIT 50 R4-4 36"x30" R2-1 (50) 30"x36" 00 BIKE LANE R81 (CA) 18"x24" GRAPHIC SCALE 40 SCALE: 1" = 40' 120 C-8925-2 "'I-•u " LlaJ u5 ON"' 0a.a'z I ou,= 0.,o!::: �..., "' ffi � < •:r: • �� I-jz • w • ::, £ w5i> "'< C a.. ·3: w e"' " o:/00 0 ..., .,w ..:::, "'l!> "' �----------------�--------,----------.----,----,-------------------,---,==-:==--------,-----------------------------j�� RE"1EWED: SIGNING AND STRIPING PLAN ?i3 PLANS PREPARED BY: () Stantec UNDER THE SUPERVISION OF: 38 lECHN0LOGY DRIVE. S1£ #200 IRVINE, CA 92618 (949)923-6000 lEL (949)923-6121 FAX ;:pg) -EAST COAST HIGHWAY AND SAN MIGUEL DRIVE i: PAVEMENT REHABILITATION i; BRAD SOMMERS RCE 65241 CITY TRAFFIC ENGINEER :r: .. EAST COAST HIGHWAY: STA. 109+00 TO STA. 128+00 � :': f---------------------.----------11-5 11/28/23 DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-7038-S �ii DAVID M. LEW DML/JAL JAL 1--------, u,;, L _____________________________________________ _J_R_.c_.E_._c _aa_9 _1s ____________ L _______ _J_c _HE_c _KE_D _,�K�R�RLD _A _�J:1�1/�2�8/�2�3L..'.N�D-_1__�DA�T�E_J...:.D=ES=C�RIP�TI�O�N�O�F�R=E�VIS=IO=N=s __________ 1..:..::APLPLRO�V=ED:::...L=DAL�='=1=1/=2=8 =/2=3====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=2=-o_F_::3�3:'....J 3� > m z • -- 3.5' 113') p ...J '--' t-- z I I ----=---ft-=lllk:lr ------:.L'-M ---·--==-~--: ~-=--=--;--=---=-=~~----;:'"i't:tr~ ..... -,....,=--r-----==-----t-,.,--=---+=-~-+~c =----==---~---4=-+-✓-;,---,=--.-----1 I . - ,,., ,.._ l 1-... :,; °' 0 ---- R2-1(50l NB349 340' W: 118+00 ' . ...J NPAT • RECORD DRAWINGS These Record Drawings have been prepmed based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions v...tiich may have been incorporated into these plans as a resu lt . . -- © :;,-- N - N - N - h --T - 0 0 + en 3: :: 0 . ..J <( w I-Ill UJ 1-w LL. zw -..J ..I ::c w ow I-UJ <( :e - I I 7 118" I I I 0) � ;::::� ..,_U") "'"' U") -U") U") 00 "' "' N >"-w "' co "' 0 ..,_ - - -z z "' "' "' "' ..,_ 101 R 101 109 10 EX. R/W 0 0 □ 00 0:, U") N --- --r-.:N -T"" U") N -.. N "1 I-� ..,: w N "' -w en::c "' w -en z • w -• .7 w ...J (2JIV(LT>@------:j: ::c en 0 N 130+ --, I-N <C 0:, :l!: ;,., ..,_ 340' TO U") X-WALK -t,. - EX. R/W 10 109 101 10 RM 115 101 -� -.�-"' -U") -"-"' "' "-"-U") <D "' "-� <D ..,_ z 0 ..,_ "' ..,_ z "' g "' CORPORA TE PLAZA DRIVE + + ..,_ ..,_ • 0 0 N w +<O .....>(Y')N 0 T"" "1 m ..,: N U") <C � U") I-en::cw + �z <O a::: -+...J w ::c 0:, N wo <D en !;;; "' "' :l!: U") ..,_ - 0 10 138+00 ---+-I--+--=+ N "' "' 129 10 11 � NPAT = NO PARKING ANY TIME SIGNS NSAT = NO STOPPING ANY TIME SIGNS � �� -r---I I I -<D ..,_ I c,: QC NC: :::, 0 :::, 0 SIGNING AND STRIPING GENERAL NOTES: SEE SHEET 24 FOR GENERAL NOTES. .. .. 1 9+00 10 N �I 0 U") "' "-,.._ 0 "' z U") <D ADVANCED DETECTOR LOOP RELOCATION NOTES: SEE SHEET 24 FOR ADVANCED DETECTOR LOOP RELOCATION NOTES. 0 0N110 • "-<D � 0 <D -I 0 NU") co110 "' N N "' - N 0 -- 00 N <D -;,.,..,_ - • 10 0 R �"' U") ..,_ ..,_ "-N N z 0 0N110 140+00 b< 0:, ,.._ ..,_ ..,_ <D <D N I <D "' "' "' CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANSSTD. PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANSSTD. PLAN A20A, DETAIL 12. PROTECT EXISTING LOOPS i:5 i:5 @ INSTALL LEFT EDGE PAVEMENT MARKERS PER CALTRANS STD.ON NEWPORT CENTER DRIVE _J _J 0 0 PLAN A20B, DETAIL 26. 0 IN"'EX • 00 AR.H12' ;::::� "' 0 ,.._ >00 ..,_ N "'z 10 M 114 10 � -r-O<C -,.._ -,.._ -"1 I "' <(<C!;;i: "' Cl (11 Cl I I <C Cl I <C I r-I Cl "' 0 0 "-ow 0 au <D ..,_ � 0 ..,_ � 0) ::, � 0 U") � "-U") U") 0 >� ,= :::, :::, ;::: :::, 0) :::, "' -z "' "' "' oc-oc-"' 0 "' <D g -"' - -I I -I en I -00 lz I IZ C: z I z "' I "' --:::, "' ,.._-U") --z "' -o - - ---Cl i';: Cl Cl Cl Cl i';: +0 + 00 0:, ..,_N N N09 100 10 100 100 "-"' "' � 0:,0:,N N ,.._ ,.._ ' � � ts r---W �W � I {/) n {/) "' "' 12 w 12 "' > "' w "' 0:::- Z-' 12 EX I + "' ..,_ 00 <D N ;,., ;,., 10 113 5 � PARKING 0 129 <D "-U") � PROHIBITED EXINFO SIGN 0) U") "' U") @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PERCALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PERCALTRANS 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 PERCALTRANS STD. PLAN A20D, DETAIL 39A. ® INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE EXTENSION PERCALTRANS STD. PLAN A20D, DETAIL 40. Q9 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANSSTD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE) Q9 INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. 0 INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45' DIAGONAL LINE AT 20'SPACING. Q2§} REMOVE ALL EXISTING PAINT FROM CURB AND REPAINT CURB RED (LENGTH PER PLAN>. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTIRANSSTD. PLAN A24G. @ INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, ANDCONNECT TO DITTCTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. ® FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTINGCONTROLLER CABINET. FURNISH AND PULL NEW BIKE LOOP DETECTOR LEAD-IN CABLE (LENGTH PER PLAN) TO EXISTING CONTROLLER AND CONNECT NEW LtAD-IN CABLE TO NEW SENSOR UNIT. ()E} INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORTBEACH STD. PLAN NO. 902. @ INSTALL PREFORMED BIKE LANE SYMBOL WITH PERSON AND BIKELANE ARROW ON GREEN THERMOPLASTIC BACKGROUND PER DETAIL "F" ON SHEET 26. EAST COAST HIGHWAY @ REMOVE EXISTING PAINT FROM CURB.@ INSTALL NEW 2.5" CONDUIT FROM EXISTING PULL BOX TO EDGEOF GUTTER AND PULL AND CONNECT NEW DLCS. G7-1 (CAJ"Avocado Ave" PROTECT EXISTING LOOPS ON AVOCADO AVENUE G8-4(CAHBLUEl(LTl"Civic Center Library" <D <D "' 00 U") U") <D "' U") 100 10 12 EX. R/W "' [L g r<1 C "' 141+00 IV(LTJ�: 142+00 340' TO X-WALK O�Q O'l -.;t a... -.;;I- -.;;I---r<1 .-----Z .-----cr:::l I I ZN N c,: c,: __J 'cc---=cil - =----= C EX. R/W EAST COAST HIGHWAY I- ,.._U") N • U") U") N <D 143+00 _--, 0 0 -0 0 - N <O N - N -- N +(11 N - "1 LOOPS) 12 M 2 R81<C R81A(C TY 52' 10 JOIN EX. STRIPING AVOCADO AVENUE ! 111'�11 •,(11 LO @ ' I <D (RT) "' ---LOOPS> ,= l-t+--ti::,-+-{10 61 ' NU") 40 116 1 o·JOIN EX. STRIPING 0 GRAPHIC SCALE 40 SCALE: 1'' = 40' @ INSTALL THERMOPLASTIC WHITE SHARED ROADWAY BICYCLEPAVEMENT MARKINGS WITH GREEN BACKGROUND CENTERED AS INDICATED ON PLAN FROM ADJACENT LANE LINE PER DETAIL "H" ON SHEET 26 AND CALTRANS STD. PLAN A24C. FINAL LOCATION SHALL BE APPROVED BY THE ENGINEER. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHEVRON AT 25' SPACING.0 INSTALL SIGNS PER DETAIL A ON SHEET 26. [ID INSTALL SIGNS PER DETAIL B ON SHEET 26. @] INSTALL SIGNS PER DETAIL C ON SHEET 26. SIGN LEGEND: @] INSTALL SIGNS PER DETAIL D ON SHEET 26. [I] INSTALL SIGNS PER DETAIL E ON SHEET 26. R9-3 18"x18" NO STOPPING ENTIRE BLOCK � 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, NEWPOST, OR EXISTING STREET LIGHT WHERE INDICATED. ffij REMOVE EXISTING SIGN OF TYPE INDICATED OR EMPTY SIGNBRACKETS ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED AND REMOVE EMPTY SIGN BRACKETS . � REMOVE EXISTING OVAL WAYFINDING SIGN AND BRACKETS, SEE SIGNING AND STRIPING GENERAL NOTES NO. 16 ON SHEET 24. R3-2(LT) 24"x24" � ANY EXISTING STRIPING OR PAVEMENT MARKING CONFLICTING WITH ===="' NEW STRIPING SHALL BE REMOVED BY WATERBLASTING AND ANY RAISED PAVEMENT MARKERS SHALL BE REMOVED. SPEED LIMIT 40 NB349 18"X24" R2-1(40) 30"x36" □ 120 60" Avocado Ave • Civic Center Library "Avocado Ave" r I 118" _I j I 124"I OM2-2H 12"x6" D11-1 (MOD) 24" X 18" C-8925-2 "'I-•u "LlaJ u5 0 "'"' □a. a'z Iou,= □.,o!::: � _, "' ffi � < • :r: • �� I- jz • w • ::, £ w5i> "'< C a.. ·3: w e "' "o:/00 0 _, ., w ..:::, "' l!> "'�P-LA-NS-P-RE-PA-RE-D -BY-.---------�-------�-------�-�---�---------------�--�- RE -�- E - WE - D,-----�------S- IG _ N _ IN _ G _A_ N _D_S_T_R_ IP- IN _ G _P_L_A_ N _____ ___,:; 38 lECHN0LOGY DRIVE. S1£ #200 � v, •• () Stantec UNDER THE SUPER VISION OF: IRVINE, CA 92618 -EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �0 (949)923-6000 TEL _ < ::, (949)923-6121 FAX PAVEMENT REHABILITATION i � BRAD SOMMERS RCE 65241 :r: .. CITY TRAFFIC ENGINEER EAST COAST HIGHWAY: STA. 128+00 TO STA. 146+00 � � 1---------------------�------�,-5 DESIGNED: R 7038 s "' DAVID M. LEW DML/JAL JAL CITY OF NEWPORT BEACH - -cl� 11/28/23 DR 1---------i u "' L _____________________________________________ _J_R_.c_.E_._c _8B_9 _15 ____________ L _______ _J_c _HE_c _KE_D _,�K�R�RLD _A _��,1�1/�2�8/�2�3LN=0·_1__=DALT�E_.1...::.D=ES=C=RIPLTILOLNLOLFLR=ELVIS=IO=N=s __________ l..LAPLPLRO=V=E=Dt....::.:DAL�='=1=1/=2=8 =/2=3====L ____ P_U_B_L_l_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _lLSLHE=ELT�2�3LoLF�3�3�3� + • • N " st D 9 109 ~ !£! ,.._ ,----.. 1 I I Cl - 0 NEWPORT CENTER DRIVE . J·· \ \ -'.~'." \ • 0 a, -... I !;;: "' "' "--z z "' "' a, a, N N 109 109 "' N • • -ID ,----.. ' I ,, ... -«> ii-, N ..; "' N "' N ... 136+00 t ll ,IV(L N-H~A) R,f'-7 ' 145+00 r:::: - --◄ - - (3 LOOPS) 120 340'" TO X-WALK --+-~~ -- N -"' "' <'J. - RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in pa rt by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its :;1ccuracy, nor for errors or omissions INhich may have been incorpornted into these plans as a result AWN: < ,.._ !:2 I,--- ...;t-I ~ 0 a:::z > ::: 1~31~3 I T <D N - co co"' "' "' ;o 0 N "' 116 I{) EX. 0 <D R 15-3p EX R3-7 (RAISE TO 7' CLEAR) 10 0 r---.... R/W I{) 0 ::::: >-:::c ::;; 8<( Cl r---N-t') "' B 0 t') 5 �I a:: EX. R/W .... '340' TO X:-WALK_ en a. 0 0 __J .,., (2llV(LTl� e::"' ..._ � Cl 0 2; 5 N t') ACACIA AVENUE r---0 -N <D <O 10 1o N - 116 10 co "' 0 .... "' I') I') r---I{) I{) 10 116 r---0. � 0 <D I{) 100 en a. 0 <O .,., 110 • 0 <D t') 110 - N -"'. - � -- N - 150+00 =-1 -230' TO-X-WALK • +� "' - 8 R32(CAHMODHLT/RTl EX en z !Q __J N I') R36(CAH3 TONS) - R15-3"DELIVERIES" EX CUSTOM 2"NO BEACH ACCESS" MACARTHUR BOULEVARD 156' TRANSITION \ 12 -� ----- " 151+00 -;i: I • I •• 0 � . D \ >- I{)�\ _,..._ \ I I - <D --"' "'114 E I \ e:: a:: t') r---<t ;:: I I I I .-..t-r,r") tO �a:::a:::a:::o I ') (12') (12') -- .--..,. -..c; --- -EX 12I�<� ..... ..,., ua::: 0:::a::: _, "� 3: "" en l!:J �P=R�o=TE=c=T�E�x=1s=T1�N',-G �L�o=op=s� ,J, "' ON MACARTHUR BOULEVARD [,; 4-'7 3-46-HRTl3llV(LTl --------753-1-o---..,. ' 0 5 EX -- I '° '° Ia:: "' r---"' ---------- --- CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. @ INSTALL LEFT EDGE PAVEMENT MARKERS PER CALTRANS STD.PLAN A20B, DETAIL 26. @ 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 6' SOLID WHITE BIKE LANE LINE PERCALTRANS STD. PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6' BROKEN WHITE BIKE LANE LINE PERCALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 12' SOLID WHITE CROSSWALK PER CALTRANSSTD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE) @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STD. PLAN A24A TO A24E. 0 INSTALL THERMOPLASTIC 6' SOLID WHITE LEAD-IN/LEAD-OUT LINE. @ REMOVE ALL EXISTING PAINT FROM CURB AND REPAINT CURB RED(LENGTH PER PLANl. @ REMOVE ALL EXISTING PAINT FROM CURB AND REPAINT CURBGREEN WITH WHITE STENCIL LETTERING "15 MINUTE 7AM TO 6PM" (LENGTH PER PLANl. @ REMOVE ALL EXISTING PAINT FROM CURB AND REPAINT CURBYELLOW WITH WHITE STENCIL LETTERING "LOADING ONLY 20 MINUTE LIMIT 7AM TO 6PM' <LENGTH PER PLAN). @ INSTALL DETECTO R LOOPS PER CNB STD. DWG. NO. 923, ANDCONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. Q9 INSTALL RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORTBEACH STD. PLAN NO. 902 . @ INSTALL PREFORMED BIKE LANE SYMBOL WITH PERSON AND BIKELANE ARROW ON GREEN THERMOPLASTIC BACKGROUND PER DETAIL "F" ON SHEET 26. @ INSTALL THERMOPLASTIC 8" SOLID WHITE PARKING SPACEMARKINGS 8' FROM CURB FACE PER DETAIL "G" ON SHEET 26. @ INSTALL THERMOPLASTIC WHITE SHARED ROADWAY BICYCLE PAVEMENT MARKINGS WITH GREEN BACKGROUND CENTERED AS INDICATED ON PLAN FROM ADJACENT LANE LINE PER DETAIL "H" ON SHEET 26 AND CALTRANS STD. PLAN A24C. FINAL LOCATION SHALL BE APPROVED BY THE ENGINEER. [fil INSTALL SIGNS PER DETAIL B ON SHEET 26. [I] � INSTALL SIGNS PER DETAIL E ON SHEET 26. EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST OR EXISTING STREET LIGHT. EAST COAST HIGHWAY [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. SIGNING AND STRIPING GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOKl, 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2018, THE CALIFORNIA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (CA MUTCDl, DATED JANUARY 2014 (REVISION 6), THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 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. 3.THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4.MATERIALS SHALL COMPLY WITH SECTION 214 -''TRAFFIC STRIPING, CURB AND PAVEMENTMARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BE APPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HAS BEEN IN PLACE FOR AT LEAST 10 DAYSBUT 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 (100 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 INSTALLEDON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS ANDSTAINLESS 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 AT40 FOOT INTERVALS. 9.UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E ANDCENTERED 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 DRAWING NO. 902. 12.ALL STICKERS, TAPE, AND DEBRIS OBSCURING EXISTING SIGNS SHALL BE REMOVED. ALL SIGNSSHALL THEN BE CLEANED OF ANY REMAINING ADHESIVE MATERIAL LEFT ON EXISTING SIGNS. IF ALL ITEMS CANNOT BE REMOVED AND CLEANED FROM THE EXISTING SIGN THE SIGN SHALL BE REPLACED WITH A NEW SIGN OF THE SAME TYPE AND DIMENSIONS. 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 TRAFFICSIGNAL POLES. 15.SIGN NB349 SHALL BE PER CITY STANDARD DRAWING NO 925. 16.REMOVE OVAL WAYFINDING SIGN BEGONIA AVENUE ADVANCED DETECTOR LOOP RELOCATION NOTES: 1.LOCATE AND PROTECT ALL EXISTING UTILITIES <REFER TO STREET IMPROVEMENT PLANS FOR EXISTING UTILITIES IN THE VICINITY). 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 ADVANCEDLOOPS 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. NPAT = NO PARKING ANY TIME SIGNS NSAT = NO STOPPING ANY TIME SIGNS � REMOVE EXISTING SIGN OF TYPE INDICATED OR EMPTY SIGN BRACKETS ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED AND REMOVE EMPTY SIGN BRACKETS. fill REMOVE EXISTING OVAL WAYFINDING SIGN AND BRACKETS, SEE SIGNING AND STRIPING GENERAL NOTES NO. 16 ON SHEET 24. f@ 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: NO STOPPING ENTIRE BLOCK NB349 18"x24" 40 � BIKE LANE R81 (CA) 18"x24" GRAPHIC SCALE 0 40 SCALE: 1" = 40' 120 C-8925-2 "' I- • u " LlaJ u5 0 .."' 0 a. a'z I ou,= 0 .,o !::: �_, "' ffi � < • :r: • �� I-jz • w • ::, £ w5i> "'< C a.. ·3:w e "' " o:/00 0 _, ., w .. :::, "' l!> "' �P-LA-NS-P-RE-PA-RE-D -BY-.---------�-------�-------�-�---�---------------�--�-RE-�-E -WE-D,-----�------S -IG_N _IN_G _A_N_D_S_T_R_IP-IN_G_P_L_A_N _____ ____,:; 38 lECHN0LOGY DRIVE. S1£ #200 � v, •• () Stantec UNDER THE SUPERVISION OF: IRVINE, CA 92618 -EAST COAST HIGHWAY AND SAN MIGUEL DRIVE �0 (949)923-6000 TEL _ < ::, (949)923-6121 FAX PAVEMENT REHABILITATION i � BRAD SOMMERS RCE 65241 :r: .. CITY TRAFFIC ENGINEER EAST COAST HIGHWAY: STA. 146+00 TO MACARTHUR BOULEVARD � � 1---------------------�------�,-5 DESIGNED: R 7038 s "' DAVID M. LEW DML/JAL JAL CITY OF NEWPORT BEACH - -cl�11/28/23 D R 1---------i u "' L _____________________________________________ _J_R_.c_.E_._c _88_9 _1s ____________ L _______ _J_c _HE_c _KE_D _,�K�R�RLD _A _��,1�1/�2�8/�2�3LN=0·-1._=DALT�E _J...::.D=ES=C=RIPLTILOLNLOLFLR=ELVIS=IO=N=S----------LAPLPLRO=V=E=D LDAL�='=1=1/=2=8 =/2=3====L ____ P_U_B_L_l_c_w_o_R_K_s_□_E_P_A_R_T_M_E_N_T ___ _.l_LSLHE=ELT�2=4�DLF�3�3�3� 0 0 + co C"')"'ll:f' N ,r- • I-<C w 1-w en ::cw en z w ::::i w ::c en o < ::!: t;; i'-~ ..., in 1-----~----f------....... -~IV(LTl u N <O N -N .,., 147+00 + -, = 0 49+00 :...L- I 0 ;,. '<i: (/) ,-_ z .,., -□ 0 ::,; -"' --...-<O I I i'xl ..., --CD .,., 0 z - \ ---EX r--, ...i--,.,., I I Ii: I -.;;I-I"')-~ 0:::0:::...-~ lo "' °" RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this info rmation is believed to be rel iable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result AWN: .... .... --------.... - NEWPORT CENTER DRIVE R4-7 CUSTOM 3"NO PANHANDLING" EX EX R32C(CAHMODHLTl(8AM TO 6PM)W3-1 USTOM 3"NO PANHANDLING" 4-7 '\- \ c7i a_0 g - \ \ \ 0 0 113 110 12 - -- -- - "' - - 7 104 -"' � a.: 0 � 109 115 Ul a_ 0 109 12 12 -' TO I -"' EX -- X=WALK_ --C 109 115 N a_ � 0"' -- 109 0 I") co <D 110 - -- - 12 EX"' � I N"' 12 CV -- C SAN MIGUEL DRIVE AVOCADO AVENUE I I I I - "'"' "' 10 110 "' 00 "'"' "' 100 EX. R/W 0 0 ::,; � u "' c7i... "' <D [Il N "' z "' ... a_ "' N � ... 109 N 115 - C::,11:, - -- EX 12"' [Il z 109 "' N - - 109 12 115 :;,. N 104 CJ • MACARTHUR BOULEVARD -"'I I - I " ) "' "' T -·-- 00 "'"' "' 0 EX N I "'"' --00 110 •• □ 0 (2lR9-3 R R9-3bP(LTl R9-3bP(RTJ - EX R81 (CA) (2lR9-3 I R9-3bP(LTl ., R9-3bP(RT) CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CALTRANSSTD. PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE YELLOW CENTER LINE PERCALTRANS STD. PLAN A20A, DETAIL 22. @ INSTALL LEFT EDGE PAVEMENT MARKERS PER CALTRANS STD.PLAN A20B, DETAIL 26. @ INSTALL THERMOPLASTIC 6" SOLID DOUBLE-DOUBLE YELLOW MEDIANISLAND PER CALTRANS STD. PLAN A20B, DETAIL 29. @ INSTALL THERMOPLASTIC 6" BROKEN DOUBLE-DOUBLE YELLOWTWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN A20B, DETAIL 32. @ INSTALL THERMOPLASTIC 8" BROKEN WHITE LANE DROP LINE PERCALTRANS STD. PLAN A20C, DETAIL 37B. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PERCALTRANS STD. PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PERCALTRANS STD. PLAN A20D, DETAIL 38A. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PERCALTRANS STD. PLAN A20D, DETAIL 39. Q!9 INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE EXTENSION PERCALTRANS STD. PLAN A20D, DETAIL 40. Q9 INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STD. PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE) @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PERCALTRANS STD. PLAN A24A TO A24E. 0 INSTALL THERMOPLASTIC 6" SOLID WHITE LEAD-IN/LEAD-OUT LINE. @ INSTALL THERMOPLASTIC 6" SOLID WHITE 45' DIAGONAL LINE AT 20'SPACING. Q39} INSTALL DETECTOR LOOPS PER CNB STD. DWG. NO. 923, ANDCONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING TRAFFIC SIGNAL PULL BOX. @ FURNISH NEW DETECTOR SENSOR UNIT AND INSTALL IN EXISTINGCONTROLLER 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 RAISED BLUE REFLECTIVE MARKER PER CITY OF NEWPORTBEACH STD. PLAN NO. 902. @ INSTALL PREFORMED BIKE LANE SYMBOL WITH PERSON AND BIKELANE ARROW ON GREEN THERMOPLASTIC BACKGROUND PER DETAIL "F" ON SHEET 26. 0 INSTALL LEFT EDGE PAVEMENT MARKERS PER CALTRANS STD. PLAN A20B, DETAIL 25. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHEVRON AT 30' SPACING.@ INSTALL THERMOPLASTIC 12" SOLID YELLOW 45' DIAGONAL LINE AT 1 O'SPACING. [I] INSTALL SIGNS PER DETAIL C ON SHEET 26. INSTALL SIGNS PER DETAIL D ON SHEET 26. ______ J I II �Ii (2lR9-3 R9-3bP(RTl R9-3bP(LTl (2lR9-3 R9-3bP(RTl R R9-3bP(LTl [QJ � 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, NEWPOST, OR EXISTING STREET LIGHT WHERE INDICATED. 00 2 00 -00 (/) a_ 0 0 _J � :;,."' N 04 • "'... 0) � ... -"' -W 00 z "' EX :::::-- -- • "' ,.... NPAT = NO PARKING ANY TIME SIGNS NSAT = NO STOPPING ANY TIME SIGNS 0.: � 115 - N EX. R/ > / .,.. � � / 109 109 / 10 in ... "'... (11 JOIN EX. STRIPING/ SIGNING AND STRIPING GENERAL NOTES: SEE SHEET 24 FOR GENERAL NOTES. ADVANCED DETECTOR LOOP RELOCATION NOTES: SEE SHEET 24 FOR ADVANCED DETECTOR LOOP RELOCATION NOTES. I ., 106' 111 (5 LOO II 0 "' -o -cnc'S-' I..,._ -I") -I"') LO N c:::i a'.) CT.I a::: z 0:::: EX 12 --"'-q --7 "'! --q-q ---- 0 --...N co co :g "' 1- "'! :;,. a_"' TY "' (/) a_0 g ,.... co - C) z::J0 z <C z <Ca_ 0 z "' :::,; 0 In u ;;;, u RM "' ,.... -, I I <C � �'.:\ o:: I z I � ')ll\ (l\ (20') l12'l l12'l ( ) I ,.,, ,.... "' ') l12') 112') 5'') (12 I \ \ \ -□ 0 :::,; - u5 I "' ,...."' I □ 0 N -"'I I z ..--- r--- ....... ::,; I f-o Ve;"' -I "'"' Say NO to panhandling Say YES to good giving Call 211 for help 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 ALL SIGNS ARE REMOVED AND REMOVE EMPTY SIGN BRACKETS. � REMOVE EXISTING SIGN OF TYPE INDICATED OR EMPTY SIGN BRACKETS ON EXISTING POST OR EXISTING STREET LIGHT. REMOVE EXISTING SIGN POST IF ALL SIGNS ARE REMOVED AND REMOVE EMPTY SIGN BRACKETS. SIGN LEGEND: NO STOPPING ENTIRE BLOCK CUSTOM 3 "NO PANHANDLING R9-3 18"x18" NB349 18"X24" 2 4"X30" 40 USE ♦ CROSSWALK R9-3bP(RT) 18"x12" ♦USE CROSSWALK R9-3bP(LT) 18"X12" GRAPHIC SCALE 0 40 120 "' I- • u " LlaJ u5 0 "' "' □ a. a' z Iou,= □.,o !::: �..., "' ffi � < •:r: •��I-jz •w • ::, £ SAN MIGUEL DRIVE SCALE: 1" = 40' w5i> "'< C a.. ·3:w e C-8925-2 "' " o:/ 00 ..., .,w ..:::, "' l!> "'�----------------�---------,----------,---,----,--------------------,---,==-:==--------,-------------------------------j�� RE"1EWED: SIGNING AND STRIPING PLAN ?i3 PLANS PREPARED BY: () Stantec UNDER THE SUPERVISION OF: 38 lECHNOLOGY DRIVE, S1£ #200 IRVINE, CA 92618 (949)923-6000 TEL (949)923-6121 FAX ;=Ff? -EAST COAST HIGHWAY AND SAN MIGUEL DRIVE i: PAVEMENT REHABILITATION i; BRAD SOMMERS RCE 65241 CITY TRAFFIC ENGINEER :r: .. SAN MIGUEL DR.: NEWPORT CENTER DR. TO MACARTHUR BLVD. � � f---------------------.-------71-5 11/28/23 DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-7038-S �.1\ DAVID M. LEW DML/JAL JAL 1---------, u.;, L _____________________________________________ _J_R_.c_.E_._c _88_9 _15 ____________ L ________J_c _HE_c _KE_D _,�K�R�RLD _A _�J:1�1/�2�B/�2�3LN�0·_1__�DA�T�E_J...:.D=ES=C�RIP�TI�O�N�O�F�R=E�VIS=IO=N=s __________ 1..:..::APLPLRO�V=ED:::...L=DAL�='=1=1/=2=B =/2=3====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=�5o_F_::3�3:'....J 3� 0.: ~ 109 ~ co ... 11 • \ N LOOP R73- \ ~ > ~ > 113 "' \ I I ' ... 0 ) g £':! N ... [L -~ 73-3(CAl LOOPS) 10') "' ,_ - "' -q q "' These Record REC EX. R/W ::; > £':! --- 114 - #. ~l(QrESS~ ~/-.IOM~- f::!F',,,r, '" .<:. 1/ ' • ~ / /""" fi1 j ,,.: ,/-/ ,,/ i"'l'I .,Y,..e-88915 :;:a v J'~-09, JU///24 * ~lf-CIV\\.. ~'<: or c,,_..._1~o'<' ,....._ ' ---- I I I ~ ::c • -------- 5' 3.5' 12'l LOOPS) ..> "' ~--RM R4-7 N-1 (CA) \ \ C \ 0 - ,.._ 20' SIGNING AND STRIPING GENERAL NOTES: SEE SHEET 24 FOR GENERAL NOTES. BIKE SYMBOL C C 6' 20· SOLID GREEN PANEL 6' BIKE LANE ARROW -------BIKE LANE ARROW --PRODUCT NO. PM602766L •---PREFORMED THERMOPLASTIC STENCIL AND INTEGRATED GREEN BACKGROUND PER SPECIFICATIONS OMt-3 (YELLOW) 18" 12'' Detail A 5:" ' 24,"t 6" Install 2 feet from curb face R6-lf 48"• 0 0 0 0 30" 0 0 0 0 0 0 0 0 Detail B Install 2 feet from curb face �6"� 84" -------�-6'-t' t� __ 7_2'_' __ j_6 _" � ___ 84_" __ �_6----t" �:�' i:,��\'6�""" _j DETAIL "F" SCALE: NTS 20' 4' 20' NOTES ,,'>'I' if•-�r • "-'-sh1 '""'-'-" 1',t��·-� -; :· -,tfti:t ·_:� • ftI • ',1£ ' . ' '-:1·, ',' ' ' " - ' J � DETAIL "G" � R:4-1 signs-should Ji,,e ommtted if'lurn rastriction signs (,R3-4,R3-18, e,fc.) aJil!1 installed Olli tine median 11.0.cse,.11 RG-1 sfgns 1may be e11111ltted as necessary by dl'rectlon of1he ,Cl�y l1rafflc E1119lne.er.SCALE: NTS 4' ,,,,.--FINAL LOCATIONS / SHALL BE APPROVED BY THE ENGINEER ---SHARROW SYMBOLPRODUCT NO. PM602768L ---PREFORMED THERMOPLASTIC STENCILAND INTEGRATED GREEN BACKGROUND PER SPECIFICATIONS SHARED BIKE SYMBOL AND ARROWS DETAIL "H" SCALE: NTS 1 FT ,• -; Detail E Porkchop Island OM2-2H Installation 2iFil' c Medl:an nose widlh ,to be determined at pr«PQ!S:edl �ocatielll of post (4 FT bcttk: ft'om mtdia.111 nose�. Detail C 4 ft Wide Median Nose Installation ,,,' , j i;, r g_�_ -, ;Qcd�" Detail D Less than 4ft Wide Median Nose Installation � I- • u� LlaJ ci ON 8: 0 ,0 z I ou ,= 0 .,o !::: � _, ,0 ffi � < • :r: •�� I-jz • w • ::, £ w5i>�< C a.. ·3: w e "' " "'/00 C-8925-2 g�l!> "'�---------------�---------,----------------,-----,----,-----------------------,---,::c:::-:-==,-------------,---------------------------7�� RE"1EWED: SIGNING AND STRIPING DETAILS ?i3 PLANS PREPARED BY: () Stantec UNDER THE SUPERVISION OF: 38 lECHN0LOGY DRIVE, S1£ #200 IRVINE, CA 92618 (949)923-6000 lEL (949)923-6121 FAX ;:pg) -EAST COAST HIGHWAY AND SAN MIGUEL DRIVE i: PAVEMENT REHABILITATION i; BRAD SOMMERS RCE 6524 1CITY TRAFFIC ENGINEER :r: ..l!> ,-.I :: f--------------------.-------------,,-5 11/28/23 DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-7038-S �.1\ DAVID M. LEW DML/JAL JAL I--------, u.;, L _____________________________________________ _J_R_.c_.E_._c _ss_9_15 ____________ L ________J_c _HE_c _KE_D _:�K�R�RLD _A _�J:1�1/�2�B /�2�3L..'.N�O._J__�DA�T�E -J...:.D=ES=C�RIP�TI�O�N�O�F�R=E�VIS=IO=N=S----------LAPLPLRO�V=ED:::...L=DAL�='=1=1/=2=B=/2=3====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=6�o-F_::3�3:'....J 3� ◄ 0 RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \M'lich may have been incorporated into these plans as a result. 1 R6-1 8 •• '"· ........ ~~ .. a. • . ~ .... .,,. .....•.• ,,.i,j'._ }~;,f-....... . - :R~-'l7l " I I O,M~~rl!i ~·fg1f 21);[ 0 - t, ~ -_ .. ,:,, .. _ iiJ~ I L ' cfs"" l~,c-:::-C l. T a __ -,_c-l!i!;- 2.11li !~ -~'I 'C ..--===----'-_~_ --~-_-_II l~- r _ ~M~D~N ij0)~=1111 ~LE:SSTHl!\N -4f~ ---~-"'--->4·, -c-r-•~' U 12" 0 ' 177 SHORECLIFF 183 SHORECLIFF I 165 SHORECLIFF I 161 SHORECLIFF '\ 173 SHORECLIFF 51+88.87 BC VAULT s ,,.,,0 •' '- , , 1 +88.87 39 , ' \ =50' I ONLY CONSTRUCT IF POSITIVE DRAINAGE / CAN BE PROVIDED. 170 SHORECLIFF I 157 SHORECLI FF / / / 52+67.52 EC / \ \ \ /',I / 1' I ', I I I � 107 SHORECLIFF \ \ II 103 SHORE ',',CLIFF , I --',ii�=,;; 263 EVENING....._'-;.._207 EVENING I :,. CANYON / '-....._ CANYON � '''I 111 SHORECLIFF I '--.___ ...... , I 1, 211 EVENING -----/ ill\.-\-CANYON / I -- -' I ::,::-:.--'""""-' I .;_,:_:,·_:_,::,=�If::-!'"/. ', I / --� 'S;.;__::'....._ /...... 215 EVENING � -----• _: --�,_.,-;_,.., ·",�7' .9�1,/1/1-7;:-1).'.JJ;--.._ ' CANYON I -----' 115 SHORECLIFF I �-Id.�� ,�-...., ', II >.:Nl!oil :;;�,.; �� I SEE SHEET 29�// � ..._.,,,,. • 8+43.76 BC ----- _ "::_....._ I EVENING CANYON RD.= � __ ..,111, -_ -,,-,..,, 58+96.04 SHORECLIFF RD.= ....._ -• I , -" 208 EVENING '-'-, 58+ 73.81 EC CANYON 119 SHORECLIFF ' SHORECLIFF ROAD 149 SHORECLIFF I I / I / 145 SHORECLIFF $, I I I 139 SHORECLIFF 54+06.3 5 BC I ------ 127 SHORECLIFF ----------..__ ..__ -...... "-...... ...... ...... 8" ss I ___ :,_':_:: ', I 212 EVENING CANYON CNB P ' -,_ -:I ', "' / 120 SHORECLIFF , ✓/ ' 38 57+ ·�-....,.,.____ ....../ l', I , -�� u ----', I 133SHORECLIFF "'',,N·,.-,,.,;:___'-✓ "' 203 DRIFTWOOD I "' &n'-/S,f r,o, 38 57+21-97 57+51.65 ECR L=1' JOIN EXIST. C&G 2' CONSTRUCTION NOTES @ JOIN TO EXISTING AC PAVEMENT.@ COLD MILL EXISTING PAVEMENT 1.5" DEEP.® CONSTRUCT 1.5" AC PAVEMENT SURFACE COURSE.® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PARTIAL CROSS GUTTER, SPANDREL AND INTEGRAL CURB PER CNB STD. DWG. NO. 185.AND DETAIL 1 ON SHEET 14. @ PATCH DAMAGED CONCRETE CATCH BASIN CURB WITH ARDEX CP OR APPROVED EQUAL. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ANDGUTTER CTYPE A, 6" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. DISPOSITION NOTES [El PROTECT IN PLACE <ITEM PER PLAN> [fil ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TOGRADE PER CNB STD. DWG. NO. 400. [j] ADJUST EXISTING CNB SEWER CLEANOUT BOX AND COVER TO GRADE PER CNB STD. DWG. NO 406. [j]] REMOVE TEMPORARY SLIP CAN AND INSTALL NEW CNB WATERVALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. UTILITY COMPANY NOTES (D ADJUST EXISTING ELECTRICAL MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE . @ ADJUST EXISTING TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. PAVEMENT LEGEND I '... . . ..... , ... I . . . . . . . ..--. . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . IW;1/:d?a I I 1.5" COLD MILL, 1.5" AC SURFACE COURSE(MATCH EXISTING FS, TYPICAL! REMOVE EXISTING AC PAVEMENT, 1.5" AC SURFACE COURSE OVER VARIABLE THICK. AC BASE COURSE (2.5" MIN) OVER RECOMPACITD (95%) EXISTING BASE MATERIAL. TOTAL AC THICK. = 4" MIN. FULL DEPTH AC PAVEMENT REPAIR NOTES TO CONTRACTOR 1.CONSTRUCTION CENTERLINE ALIGNMENT IS APPROXIMATE ANDNOT BASED ON ANY RECORD MAPPING2.LOCATE AND RESET ALL CNB SURVEY MONUMENTS IMPACTEDBY NEW PAVEMENT IMPROVEMENTS 1'7.0 :,/ EX. R/W p + 75.69 39 R/W SC 18' 57+34.62 BCR / JOIN EXIST. C&G/ '\ SHOREC PB CHTR SD GRATE CNB '\ 174 SHORECLIFF / ,· / ,," �¢// ,," 186 SHORECLIFF R/W 25', 26' 182 / SHORECLIFF CONSTRUCTION CENTERLINE \ \ 178 SHORECLIF\ 24', 25' 15', 15.7' 14', 15' CROWNLINE \ \ R/W (MATCH EXIST.> - -i,Ar,.19t\--.J/lsrCH -!__ --T----71 �\Si £x,sr--rr---I I ----I I - ----,-BASE--]-I L--l_---------_J ...., o._ ...., o._ (/) ...J (/) ...J i'.'i •i'.'i •co co ' ' z "' z ,...,0 0-, -, i------!30 311------l SHORECLIFF ROAD SHORECLIFF ROAD SOUTHERN CUL-DE-SAC TO STA. 51+99 STA. 52+46 TO STA. 8+95 NOT TO SCALE I I I R/W I / 146 SHORECLIFF --I-�-' VARIES 30 31 . --"::... 5'1,'-fz---.:. -=--·. . 's*�,,, • . . _...,.... . . • ''j'O:\-. :;.. ' � .---,: J • • /:-,/ft'""-" �M.7�..,:-,s�. . • ru.,;-,,:,,r. l"1 -...:, y --0 1 I �: I fl " j 201 MORNING CANYON 134 SHORECLIFF / / 202 DRIFTWOOD I MORNING CANYON ROAD CONSTRUCTION CENTERLINE R/W R/W CONSTRUCTION CENTERLINE R/W Q R/W CONSTRUCTION CENTERLINE R/W VARIES 24', 25' 25' 25' 25' 25' ...., o._(/) ...J X • w co' z ,...,0 -, 6' ...., o._ (/) ...J X • w co' z ,...,0 -, 13 5',14 7' 14', 15' ...., o._ (/) ...J i'.'i • co ' z "' 0-, i------i30 311------l SHORECLIFF ROAD STA. 51 +99 TO STA. 52+46 STA. 8+95 TO STA. 9+42.25 NOT TO SCALE JOIN I EXIST. ---1----- 15.7' ' 14' CROWNLINE ' <MATCH EXIST.> �r,.iC\-1 MATCH 34 EXIST t.�ISi EVENING CANYON ROAD STA. 9+42.25 TO STA. 9+ 70 NOT TO SCALE JOIN I EXIST. ---1---- 15.7' . 14' EVENING CANYON ROAD STA. 9+ 70 TO STA. 11 +25 NOT TO SCALE 40 0 GRAPHIC SCALE 40 120 SCALE: 1" = 40' ., N I ,._, "' "•-• ::,. >- g' � 'i � e 0� 0: / "- 0 z o o*" "' < "' >-N �;;<D N < /I • w-0: g t-·o Z C w 'T ::, � � �< 0 "-{;w/�D 0: " O.f! C-8925-2 g ?'r-----------------�--------�---------�--�---�-------------------�---�---------�---------------------------------,Qg ::, ., PLANS PREPARED BY: () Stantec UNDER THE SUPERVISION OF: 38 TECHNOLOGY DRIVE, STE #200 IRv1NE, CA 92618 (949)923-6D00 TEL (949) 923-6121 FAX REVIEWED: BEN DA �S RCE 82033 ASSOCIA IT CIVIL ENGINEER STREET PLAN AND TYPICAL SECTIONS :l: j. Vl / EVENING CANYON ROAD �" DRAINAGE IMPROVEMENTS i; SHORECLIFF ROAD: STA. 0+00 TO STA. 8+45 � � f----------------------�----------1�� JEFFREY W. WILKERSON CITY OF NEWPORT BEACH R-7038-S �� 11 /28/23 DESIGNED: DRAWN: ill 08/26/24 STREET IMPROVEMENT REVISIONS >-----------< ,._, "' L _____________________________________________ __LR _.c_.E _._6 _34_6 _6 ____________ L _______ _l_c _HE_c _KE_D_:�J�WWl'!_LD _A _rr�:1�1/�2�8/�2�3LN�D._J__�DA�T=E _i_::_DE=S=C�RIP�T�IO�N=O�F=R=E��S=IO=N=S----------LAP�P=RO=V=ED::_i_=DA�IT=:=1 =1/=2=8/=2=3====: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�7�D=F�3�3��ill "' s,o,,ou" ~ COMM p / CHTR I \ L--~-~~ .. ·. : . : . ~ ... -: .. //'-·.·:,1~7 ~ SHORECLIFF / / ': :/> ''' ' ........ : _:, ' 5 '.>7· ·-.... / / ' / / I @] --=. 'G.=--•• ------..,_ ----,~ "-5.. -- ~-to -J -\. _(i:,,~. h-'p,;-• -~/f-1. -s5--·. · ~w·..;....-:,-;~ ... :""°. "' '--.·c..,:.;. ;J. htiw.o:-:-:-. · : . ;;. 1 ,, f t/ 'I ' r ..,, / , ' / 1 llr !R 11 ii / t. CONSTRUCTION _ ~I I,,, l! 'I CENTERLINE -~ I II j ~-1 I //I /i~r CROWNLINE ' I (MATCH EXIST.) j ~ ----~ rx,sr [' I ---..JI BAs,----, ---t.:: I _J --I -----r --------I----l-._ L..-------.J - \ I I I \~- ............... I .......... ' I ._·Y~i_:, ·:"' ,si,. '~,' ~,"i . -- 2 G Pj---1 SCG . ,, Ss j , - ~ : _: / I { • ~ I ---r:::J" ,, .(q/4 d ., ' I "SD i:,. 1 ."'a,, 58+62.14 7.00' RT ..... ..... ( i, 1 .-if .l-• ,<o,, ' ~ ~ ~. !. ' 130 SHORECLIFF I ~ ~--:, ~01y- ~-:~~--~, ~ --~b<:> " "' 0 "' ... ~ I --' a. t,; ::J x, u.J~ z "' 0 -, RECORD sed on information surt ~each is not d Dra1M ngs have bee~ pr:~-:;,e~/~liable, ~t_y ~ :a:•~a~e been incorporated These ~~~~ this information 1s f~~ ~~~ors or omissions ic others. • to its accu racy, nor respons1blel ns as a result. into these pa DRAWINGS b itted in part, by "' • " ,-: V, 0 0 0 ~ u .c \ I \ \ \ \ I I I CONSTRUCTION NOTES @ REMOVE EXISTING IMPRO VEMENTS AN D CONSTRUCT SI DEWALK PER CNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AN D CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (TYPE ll PER CNB STD. DWG. NO . 162, DETAIL 1 ON SHEET 14, AND DETAIL SHOWN ON PLAN. @ COLD MILL EXISTING PAVEMEN T 1.5" DEEP. ® CONSTRUCT 1.5" AC PAVEMENT SURFACE COURSE. @ REMOVE EXISTING IMPROVEMENTS AN D CONSTRUCT CURB ANDGUTTER ITYPE A, 6" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. \ \241 EVENING \CANYON 245 EVENING CANYON 255 EVENING CANYON I 261 EVENING CANYON I 265 EVENING CANYON I I I I \DISPOSITION NOTES [fl PRO TECT IN PLACE (ITEM PER PLAN) [fil AD JUST EXISTING CNB SEWER MANHO LE RING, FRA ME, AND COVER TOGRADE PER CNB STD. DWG. NO. 400. \ 219 EVENING CANYON \ \ \ R/W ', \ \ 224 EVENING \ 25' • [Lt;; ...J x, w IX) -z ,,., 0..., 216 EVENING CANYON ' 15' \ \ \220 EVENING \ CANYON \ \ \ CONSTRUCTION CENTERLINE ' 25' 15' i--------130 31 J------1 EVENING CANYON ROAD STA. 11 +25 TO STA. 13+31.57 STA. 14+06.93 TO STA. 15+85.42 STA. 16+61. 77 TO SEAWARD ROAD NOT TO SCALE CANYON \ \ R/W \ \ \ 237 EVENING CANYON 39 39 248 EVENING CANYON 254 EVENING CANYON I I m :r:[Lu I I p uw / WU 269 EVENING CANYON 23 3 I I I I I 273EVENING CANYON I I I / 18+83.67 39I L=60' 0,C]Q "' r--+0, SEE SHEET 31 I [j] REMOVE TE MPORARY SLIP CAN AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. UTILITY COMPANY NOTES G)AD JUST EXISTING ELECTRICAL MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE. @ AD JUST EXISTING TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. PAVEMENT LEGEND 1.5" CO LD MILL, 1.5" AC SURFACE CO URSE (MATCH EXISTING FS, TYPICAU REMOVE EXISTING AC PAVEMENT, 1.5" AC SURFACECOURSE OVER VARIABLE TH ICK. AC BASE COURSE 12.5" MIN) OVER RECOMPACTED (95%) EXISTING BASE MATERIAL. TOTAL AC THICK. = 4" MIN. 232 EVENING \ CANYON I 238 EVENING \ CANYON 242 EVENING CANYON \ I I I I I I 260 EVENINGCANYON I 266 EVENl:G"' ; ' / CANYON I 212 EVENING / CANYON I I I I I �� I I FULL DEPTH AC PAVEMENT REPAIR NOTES TO CONTRACTOR \ R/W • I \ VARIES VARIES 6' -�EXtsr \ I I I I I I 280 EVENING CANYON I I I I I CONSTR EVENING CANYON ROAD CONSTRUCTION CENTERLINE 14 5' 15' CROWNLINEi \' (MATCH EXIST.) � MATCH � f_'f..\-.,;r. R/W 25' R/W 25, 30', VAR. 15, 20', VAR. CONSTRUCT ION CENTERLINE CROWNLINE R/W 25, 30', VAR. 15, 20', VAR. I <MATCH EXIST.l I � � - -1---_ _f_'f..\Si EXtsr " _ ----1-- R/W 30' 20' CONSTRUCTION CENTERLINEI 20', VAR. 30' \ 301 EVENING /\ CANYON / / /\ / / R/W � I �� I � ffi + 1---0.. ------ \ \ \ 1.CONSTRUCTION CENTERLINE ALIGNMENT IS APPROXIMATE ANDNOT BASED ON ANY RECORD MAPPING 2.LOCATE AND RESET ALL CNB SURVEY MONUMENTS I MPACTEDBY NEW PAVEMENT IMPROVEMENTS -----., ---7 -r __ -__ t-_ I --"' �1 _ BAsr---7,-1 �--I ----'-L_ __r---- --..J - L---- ------_ _J -- -- ....: "-- "' ...J X • w IX) -z ,,., 0..., • a. -..J e-' "--...J "' x, Woo -z ,,., 0..., . "--t;; ...J x, Woo -z ,,., 0..., . "--t;; ...J x, Woo -z.,., 0..., -"--"--3 ...J ...J • • "--00 IX) - - Cle ,.,, .,., w 3 "-- Cle w a. � >- •u .,, � t; ON 8: 0 1--------<30 31 >--------a i---------i30 311---------1 i------i32J-------i N zl au " 0 <o EVENING CANYON ROAD STA. 13+31.57 TO STA. 14+06.93 STA. 15+85.42 TO STA. 16+61.77 NOT TO SCALE SEAWARD ROAD EVENING CANYON ROAD TO STA. 100+ 75 NOT TO SCALE SEAWARD ROAD STA. 100+ 75 TO EAST COAST HIGHWAY NOT TO SCALE 40 0 GRAPHIC SCALE 40 SCALE: 1'' = 40' 120 !:::: � ..., "' ai � < " c5 � o:'>- -z • w • ::, £ w_:;?, > �<{ C CL 'i w e 2': " 0: / 00 0 C-8925-2 g$"' "' �----------------�---------�---------�-�----�------------------�---�---------�-----------------------------�� PLANS PREPARED BY REVIEWE D: STREET PLAN AND TYPICAL SECTIONS :l: � () Stantec UNDER THE SUPERVISION O F: 38 TECHNOLOGY DRIVE, SIT #200 � fil v, • IRv1NE, CA 92618 • • • EVENING CANYON ROAD �:(949)923-6D00 TEL a._ (949)923-6121 FAX DRAINAGE IMPROVEMENTS i � BEN DA VIS RCE 82033 I •• ASS OCIATIE CIVIL ENGINEER EVENING CANYON ROAD: STA. 11 +25 TO SEAWARD ROAD � � f----------------------�---------le-� JEFFREY W. WILKERSON 11 /28/23 DESIGNED: DRA WN: ill 08/26/24 STREET IMPROVEMENT REVISIONS CITY OF NEWPORT BEACH R-7038-S � �>-----------< u ,,., L _____________________________________________ _LR_.c_.E_._6 _34_6 _6 ____________ L _______ _l__c _HE_c _KE_D_=�J�WW l'!.l_D _A _TE�:1�1/�2�8/�2�3L..:N�O._J__�DA�T=E _J...::.DE=S=C�RIP�T�IO�N=O�F=R=E�VIS=IO=N=S----------LAP�P=RO=V=ED::...L=DA�TE=:=1=1/=2=8/=2=3====:L ____ P_U_B_L_1_c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ___ _J_=S=HE=E=T�2�8�o=F�3�3��ill \ \ \ 223 EVENING CANYON \ \ \ \ \ \ 0 "' r-..: N + N \ \ 227 EVENING CANYON GROS GUTTE t;, ...J r;S co ----z..., 0 ---, t I 249 EVENING CANYON I I I ----~ -~~--I --------I ____ s~ ---7 I L r -----_ _J ,___ -.J r~ESSI~ A<v «.;;i-t ~ ~ ~-"1>x~ ' ' ~ov ·"' 'il ,,_ ~ ' \j 10. 3466 - ' xp. 09/30/24 * \.. J'_.,_ ~:,: j "ri·?f Cil/1\.. ~ OFC/>.l.f 286EVENING CANYON UCTION CENTERLINE 287 EVENING CANYON '/ ... ~ r 'v /,/,f <::5 :>f/. /. 7 O,, / '~R>x ; ),... ,~;,"-°' ,,..,..,;,: ~ 202 SEWARD c.. I 15 -:::c I-~ 0 I-~ w RECORD DRAWINGS These Record Dra\i\Jings have been prepared based on information submitted, in part, by others. While this info rmation is believed to be reliable, City of Ne\/\lf)ort Beach is not responsible to its accuracy, nor for errors or omissions v-kl ich may have been incorporated into these plans as a result \ \ \ \ \ / .101 SHORE CLIFF \ \ \ \ \ --------------' \ 115 SHORECLIFF SURVEY CONTROL 8+76.59 \ EXIST. R/W_/ ------- COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD (2017.5 EPOCH). \ BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY HORIZONTAL CONTROL POINTS "1528" TO "6292" BEING N 35"43'22" W ELEVA TIONS ARE BASED ON ORANGE COUNTY BENCH MARK "T-167-R54", DESCRIBED AS "FOUND 3 3/4" USCGS BRONZED DISK STAMPED "T 167 RESE T 1954", SET IN THE TOP OF A CONCRETE POST." ELEV. = 89.105 FEET (NAVD 88, YEAR OF ADJUSTMENT, 2011). DATE OF SURVEY: JUNE 2023 I I I � m !" I II I 203 EVENING CANYON \ 207 EVENING CANYON 211 EVENING CANYON 215 EVENING CANYON I I I I I SEE DETAIL 1 ON SHEET 32 � N .....J (.!) r---w .:,iLO� u-z _J � ct<( 0 "' "'w "' w st O >ex, 0 Z • 0.. --to □ c3 \ 0 CD \�0-w0 "' 0 0 �r---r---0 IC !" ;; I I IC w ' I "\ w w I I I I m."' w I I I I I r0><:0--;;;;;;.-;;;;.�---,,--------,/, ___ '--�;;;,;;;;;�;;;,;;;;;��rf''""° w z 0.. -0 c?. :r: L--+ zw O> W CD .,.. .,.. +\ "' Lei-0 � 0 "' "\ 0. r- "'o-;j'j .:,i I I I I .,.. I ( I I I I VEXIST. \ SHORECLIFF ROAD R/W ---2·· -L3 SD "0-----_-2...;"0�-""=J J 1+-+,,-1---2"'0--�---!---=--� O--2"0 I I --2"0--=--�o=--=t __ -=_J 2"0 --= 21----2"1 --cd>MM --COMM-----COMM COM -+-COMM--:--COMM----COMM----COMM----COMM----COMM : -SL--T-SL----SL----SL---SL----SL----SL r---"�-9:::r..,I : L OMM----COMM-+--COMM-SL----Sll!----SL L---t---SL----SL-- SEE DETAIL 2 ON SHEET 32 CURVE DATA CURVE LENGTH RADIUS DELTA C1 22.53' 29.00' 44'30'49" CZ 13.23' 37.00' 20'29'00" C3 9.47' 72.50' 728'58" C4 24.94' 89.70' 15'55'48" LINE DATA LINE LENGTH BEARING L1 7.85' N746'38"W L2 4.00' N2'34'19"E L3 90.32' N18'30'33"E NOTES TO CONTRACTOR TANGENT 11.87' 6.69' 4.74' 12.55' 1.TOPOGRAPHIC FIELD SURVEY PROVIDED BY COAST SURVEYING, INC. SURVEYCONTROL SHOWN BELOW.2.EXISTING RIGHT OF WAY LINES ARE APPROXIMATE AND BASED ON CITY GISINFORMATION ONLY.3.CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS BEHINDEXISTING CURB, ANY EXISTING IMPROVEMENT DAMAGED BY CONTRACTORDURING CONSTRUCTION SHALL BE REPAIRED "IN KIND" TO THESATISFACTION OF THE ENGINEER.4.THE ALIGNMENT OF THE NEW CURB SHALL MATCH THE EXISTING CURBALIGNMENT. THE HORIZONTAL CONTROL SHOWN FOR THE ALIGNMENT IS ABEST FIT OF TIHE EXISTING TOPOGRAPHIC FIELD SURVEY AND SHOULD BECONFIRMED IN THE FIELD PRIOR TO CONSTRUCTION.5.EXISTING PAVEMENT SECTION ON EVENING CANYON ROAD IS ASSUMED TOBE 4" AC OVER 6" CMB PER CITY AS-BUILT R-5855-S.6.FOR MILL AND OVERLAY AREAS INDICATED ON TYPICAL SECTIONS TO MATCHEXISTING CROWN LINE ELEVATION AND PAVEMENT GRADES, CONTRACTORSHALL CONFIRM THAT THE MINIMUM GRADES ARE 1 % AND DRAINING AWAYFROM THE CROWN LINE. NOTIFY ENGINEER IF ANY GRADE IS LESS THAN1 %. CITY MAY ELECT TO MAINTAIN 1 % MINIMUM GRADE AND RAISE TIHECROWN LINE ELEVATION IF THE MAXIMUM GRADE ISN'T EXCESSIVELY STEEP. J, • ;t-·8,6. , ilifc,rp, , I .. ,-': ' - s .• ulJ•�i, ,+ 9'' I ,, I -r--r-c,"-,�/ /, / -0 -�:'-.P'!��;��;:;'g>, � -W (ASANO) ----6"W (ASANO) --6''W (ABANO �( " �I D)---6"W (ABAND) ---6"W (ASANO)--- II '" I --,--! 1 I � EVENING CANYON ROAD 212 EVENING CANYON CONSTRUCTION NOTES @ COLD MILL EXISTING PAVEMENT 1.5" DEEP.® CONSTRUCT 1.5" AC PAVEMENT SURFACE COURSE.® REMOVE EXISTING FULL DEPTH AC PAVEMENT AND CONSTRUCT 1.5"AC PAVEMENT SURFACE COURSE OVER VARIABLE THICKNESS AC BASE COURSE (2.5" MINIMUM) OVER RECOMPACTED (95%) EXISTING BASE MATERIAL. TOTAL AC THICKNESS SHALL BE 4" MINIMUM. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT MODIFIED CROSSGUTTER SPANDREL AND INTEGRAL CURB PER CNB STD. DWG. NO. 185 AND DETAIL 1 ON SHEET 32. ® REMOVE EXISTING AND CONSTRUCT INTEGRAL CURB AND GUTTERWITH SLOT DRAIN AND CONCRETE ENCASED PIPE PER DETAIL 6 ON SHEET 32. @ REMOVE EXISTING AND CONSTRUCT 8" AC PAVEMENT OVERCOMPACTED (95%) SUBGRADE. @ REMOVE EXISTING AND CONSTRUCT MODIFIED LOCAL DEPRESSIONPER SPPWC STD. DWG. NO. 313 !CASE PER PLANl AND DETAILS 1 AND 2 ON SHEET 32. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PARTIAL CROSSGUTTER, SPANDREL, AND INTEGRAL CURB PER CNB STD. DWG. NO. 185.AND DETAIL 1 ON SHEET 14.® STORM DRAIN IMPROVEMENT PER SHEET 33.DISPOSITION NOTES [fl PROTECT IN PLACE !ITEM PER PLAN) [j] @] RESET EXISTING CNB SURVEY MONUMENT.ADJUST EXISTING CNB SEWER MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD. DWG. NO. 400, � REMOVE TEMPORARY SLIP CAN AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. I I UTILITY COMPANY NOTES (D ADJUST EXISTING ELECTRICAL MANHOLE RING, FRAME. AND COVERTO GRADE BY SCE. @ ADJUST EXISTING TELECOM MANHOLE RING, FRAME. AND COVERTO GRADE BY AT&T. @ ADJUST EXISTING ELECTRICAL VAULT TO GRADE BY SCE. @ ADJUST EXISTING TELECOM VAULT TO GRADE BY AT&T. @ REMOVE EXISTING TELECOM PULL BOX AND LID AND INSTALL NEWTRAFFIC RATED PULL BOX AND LID BY CHARTER/SPECTRUM. PAVEMENT LEGEND I� I ••• • 1 I I 10 REMOVE EXISTING AC PAVEMENT, 1.5" AC SURFACE COURSE OVER VARIABLE THICK. AC BASE COURSE 12.5" MINl OVER RECOMPACTED 195%) EXISTING BASE MATERIAL. TOTAL AC THICK. = 4" MIN. 1.5" COLD MILL 1.5" AC SURFACE COURSE !MATCH EXISTING FS, TYPICALl FULL DEPTH AC PAVEMENT REPAIR z� s;;, ;;.ii"ii"" ,,,,,,... GRAPHIC SCALE 0 10 SCALE: 1" = 1 O' - 30 C-8925-2 � >-• u .,, � t; 00 8: 0 N zl ou " 0 <o !:::: �..., "' ai � < " c5 � o:' >- -z • w • ::, £ w_:;?-> � < C CL 'i w e2': " 0: / 00 0 ..., ., w ... ::, "' "' "' r P -LA_N _S- P R-E- PA-R-ED_B_Y_•-----------�---------�---------�-�----�------------------�---� R _E_V_IE _W _ED_: ______ �-----------------------------�:� STREET PLAN .. ::i- () Stantec UNDER THE SUPERVISION OF: 38 TECHNOLOGY DRIVE, STE #200 1Rv1NE, CA 92618 (949)923-6D00 TEL (949) 923-6121 FAX £08/26/24 STREET IMPROVEMENT REVISIONS BEN DA VIS RCE 82033 ASSOCIATE CIVIL ENGINEER "' •• EVENING CANYON ROAD �:DRAINAGE IMPROVEMENTS i;I .. 1----E_V_E_N_I_N_G_C_A_N_Y_O_N_R_O_A_D_:S_T_A_.8_+_4_5_T_O_S_T�A_._1_1_+_2_5 ___ �� JEFFREY W. WILKERSON CITY OF NEWPORT BEACH R-7038-S ��11 /28/23 DESIGNED: DRAWN: ffi 06/04/24 SLOT DRAIN REVISIONS >-----------< u "' L _____________________________________________ _LR_.c_.E_._6 _34_6 _6 ____________ L _______ _l_c _HE_c _KE_D_=�J�WWl'!.l_D_A _TE�:1�1/�2�8/�2�3L..:N�O._J__�DA�T=E_J...::.DE=S=C�RIP�T�IO�N=O�F=R=E�VIS=IO=N=S __________ i_::AP�P=RO=V=ED::...L=DA�TE=:=1=1/=2=8/=2=3====: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�9�o=F�3�3�� ffi • / ~1 9+70.00 / '<.-'-"-'',>-:-A::-C-'-::R::::E'::'.COc-:-N:::S:::::TR"'U""CT::::IOc-:-N:---/ ~s / ,., v:Y:s"-'~r:, //~'f"y, 208 EVENING CANYON / I - \ -\ ~::""~OfESS/~ 5),..."-'ll ll ~ / IN;, V ;( )\ ' ,t-<': ' 1'.\¾ I VOD M! ';a \ ·,o. 3466 -I' • xp. 09/30/24 * " "'"' ~~) '.-'l"?f CIVIi.. Ii!' OFC1>,I.JO ;; ... I I I n ---------. ( . . . • l .. , 7 h7 r--r-r--r-_,,_.,.,_~:J:~ -~ -I I-~~ -//1//✓-J~ ~ ";J,lc+,2_5, ' ' _u,_COMM----:ka------co1•----COMM----COMM---/ ?%0-, w ---,---t-E----,-Er---E----E----E-- V;Y0, -~ l ~ I • W.~ D ~.,,(A!J,-ll~r'74-/'-T W_(,....D)--j-'--B'f (ABAN0)-_-:-" _ _1 " (ABANDJ----:-B"W (ABAND)-:-- l------::;:;:='\-9''+-f--f---<''--LL-L..L....L....L..,'---L....L....L...j~,,,Z.....L...l.'-7'-'""--.,_,~+L.L....L.....L....'-L....L...JL-<~ 1 RECORD DRAWINGS These Record Dra\Mngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result □ I 74 I = 73 ·t;c-v·""--,"-. ·o, . ;:x. W' Y-fG� ,.. et, �e0,. J-O.66%; -1.3 '%0:13%' 7"�-r 72 , , x_w: •)' ""' _1_i:i:'.-{n (;!)·· ·-N ·"'-i':'i ,..,,_ 1.6.i---00 -N-zcrr «>· -�-_ ,,_ 0 .,_ et, 71 -,-Hr,cr -" .:,1:/RFAeE EtEVA'flEIN74'°-·y·� ·f:eN "'---0-_,_ co·.·"' + "'o,--,----- 73 a-en% 72 I 71 I 74 '-11:: 73 . ro -ii;,. .,,., ' 0.6-1.%'C). ...... -� I 72 I 71 9+00 9+50 --- I > I I \ ---- � " :'il-y '"u,· ·u:_Js· N .n· -st_ ' _,_ _N � - Ol ,-...+ N tl:9lz v, ·r--- -.,0-1-% -0:91"% --., c5ll% =t};ll"J% -0.60% --� � -� � , --'-•--___ %---Q,6%-.., • • .._J ar "' -ro ar ::, [D ·I=.. l.J....-0 _ .--o··c,· *-rs-� .. 0-•'.:: ----.i· .r,, �C.:.i= o- +- "" t;-. .,_ �-;:: �� +-G>· t.l;· -1-,1,1:1:1 32 l'OR tOCA"EP -ESSl0N 0RAI' ·- -f£---=Q·co____Q. ·00 LQ.-N �·r---� ·p -ro ,,.,... 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WILKERSON 11 /28/23 R.C.E. 63466 '" ��ESS/�},;� -;z'/l. ll X!::<' � " ,1-,:: <> •· t,Y� ' !On, �V RS'. ii3466 "' ' • �Exp. 09/30/2h4 * cl'_,._ ~· '" � /; �OF"c/',I-I� 10+50 - SHEETS 27 AND ---- ill 08/26/24 DESIGNED: DRAWN:& 06/04/24 CHECKED: DATE: NO.DATEJWW 11/28/23 ' ' 72 7 71 74 g.: o_ 1-f{:_ Q_ --_...,--, 0 -'°= � ,-... . -73-;;ll:1241---'F IA: -0 -"'---O.:Z5%L _ ----\0:52·%..:, 7 72 -,-x.E'tY E,-. 71 SCALE: HORIZ: 1" 1 o' VERT: 1" 1' 11 +00 11 +50 --- l I 28 l l ill A A A A --- --C-8925-2 REVIEWED:STREET PROFILE �fil EVENING CANYON ROAD DRAINAGE IMPROVEMENTS BEN DAVIS RCE 82033 STREET IMPROVEMENT REVISIONS ASSOCIATE CIVIL ENGINEER EVENING CANYON ROAD: STA. 8+45 TO STA. 11 +25 SLOT DRAIN REVISIONS CITY OF NEWPORT BEACH R-7038-S DESCRIPTION OF REVISIONS APPROVED DATE: 11 /28/23 PUBLIC WORKS DEPARTMENT SHEET 3Q OF 33 & �>-- • u�� tr;o� 0: �<L 0 N zl au" 0 <o>-- "' -.. _, "' ai � "" " I oLaJ =o:' >-- -z • w • "' £ w_:;?, > �< C CL "i w e2': "0: / 00 0 _, "' w .. ::, "' "' "' -N"' .. z O <( ::i-v, --0 z "" "'>-<L <( N "' � I .. e, N -.. 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I ---·::,: -.. --~-~ ---------· C,, I r ~ ----·· . --·---,... -----. \-.I.. --,._ --~ _, , ·-· ---... -------~ i ...l=-r ' , . -,1-•• --• --a, . -. ~ -~-\ ~~--., --• ------· --= .... -. _..,____......, ----u --.& --.. --, --. .. . -~ 'T_ -. -= -~· --~ , -~--. . -----·--= --•. ~--. ---I . . ---.. -----.. --· -. . --. -J----= --':,_- =, --' ~~~ . ---------·--·.,..--.,•....,. - . .......... . irsrr ' --- N1, ''-""~-• --------. .. -----. ... --. ---~ -y -.es -~ -J ~-. -""' --. --.. ----,. -----· ··-------., --. -. -. -. ----,,,-.• -. ...~r---,, ~------. ...., --. ----:. ·-cs, ----· -. ... r-J. ----I -". -= ----. -------' ----- --~ -.. ~ .. ~--•,r --------,..........,. . -----. .,. _____ ---~ - =------1=.-•c ~ ,. --I-.. -.-C --. -,, ~1 ' --~1 -, -.,; -. . --. .... ---. ·-.. ---. ..L ,_ --\ :. --· -' -. --, -. : . . . .. ---. -I· _ _, --) ----,u ~----=-.. -, . -+·_------------~---. -~ -----· -... -' • ~ -. ·------' --~ " , ·--l ------I / _, . -· ., -I -•. 1 ---.. . .. ' 1-;_ .......J/J --- I -----·< --_...J --'--Z ---------. -·-· = --- -~ -y----../ -----v----v--~ ---v" ~ -'-v / ' I I < RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part by others. Wh ile th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvh ich may have been incorporated into these plans as a result ' < > I ' } ~ -, ~ _,,/'--.... / . ~ , ...._______,,,, -. ' --- ~-__ , -~ r~t vL11 (---~""-''----- CONSTRUCTION NOTES @ JOIN TO EXISTING AC PAVEMENT.@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB ANDGUTTER (1YPE A, B" CF AND VARIES) PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. @ COLD MILL EXISTING PAVEMENT 1.5" DEEP.@ CONSTRUCT 1.5" AC PAVEMENT SURFACE COURSE.® REMOVE EXISTING FULL DEPTH AC PAVEMENT AND CONSTRUCT 1.5"AC PAVEMENT SURFACE COURSE OVER VARIABLE THICKNESS AC BASE COURSE (2.5" MINIMUM) OVER RECOMPACTED (95%) EXISTING BASE MATERIAL. TOTAL AC THICKNESS S HALL BE 4" MINIMUM. @ INSTALL THERMOPLASTIC B0 SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 3BA. 0 INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PERCALTRANS STD. PLAN A24A TO A24E. @ REMOVE ALL EXISTING PAINT FROM CURB AND REPAINT CURB RED(LENGTH PER PLAN>. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN A24G. @ INSTALL THERMOPLASTIC 6° SOLID DOUBLE YELLOW CENTER LINE PERCALTRANS STD. PLAN A20A, DETAIL 21. @ INS TALL 6" WIDE THERMOPLASTIC S OLID WHITE 45· CHEVRON STRIPING SPACED 10' ON CENTER. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN> [fil ADJUST EXISTING CNB SEWER MAN HOLE RING, FRAME, AND COVER TOGRADE PER CNB STD. DWG. NO. 400. ij]J REMOVE TEMPORARY SLIP CAN AND INSTALL NEW CNB WATER VALVE BOX AND COVER TO GRADE PER CNB STD. DWG. NO. 513. � ANY EXISTING STRIPING OR PAVEMENT MARKING CONFLICTING WITH NEW STRIPING SHALL BE REMOVED BY WATERBLASTING AND ANY RAISED PAVEMENT MARKERS SHALL BE REMOVED. UTILITY COMPANY NOTES (D ADJUST EXISTING ELECTRICAL MANHOLE RING, FRAME, AND COVER TO GRADE BY SCE. @ ADJUST EXISTING TELECOM MANHOLE RING, FRAME, AND COVER TO GRADE BY AT&T. PAVEMENT LEGEND W�I I I I I REMOVE EXISTING AC PAVEMENT, 1.5" AC SURFACE COURSE OVER VARIABLE THICK. AC BASE COURSE 12.5" MINI OVER RECOMPACTED (95%) EXISTING BASE MATERIAL. TOTAL AC THICK. = 4" MIN. 1.5" COLD MILL 1.5" AC SURFACE COURSE (MATCH EXISTING FS, 1YPICAU FULL DEPTH AC PAVEMENT REPAIR I SEE SHEET 28 FOR 1YPICAL SECTIONS.I \ L LINE DATA LINE LENGTH BEARING L4 127.11' N4"5B'40"W L5 26.00' N4"5B'40"W p """ "'z. (.)co -"' p \.p CURVE DATA CURVE LENGTH RADIUS DELTA C5 9.35' 50.00' 10"42'57" C6 9.22' 170.00' 3"06'2B" :-,E�DIT/ilL , ulr SFIEt.1 < 2-EO�J¼M ' 11EJAI L 98 J _. U V> r:: � (.!) (.!) L 98 _J-f-�=======��========5======================5=========1�J·�t--ij'.".��t=<.O__ ,.-,,. ,,...��=�?i�=====E===========l===========E===========l===========E===========t===========E===========t======3 10 t::, W ' � i,, O') U (Q O') U 1------------+--------------1-----,6 ..- LO Z-� ':°"I. r-LL r-... r 1-----------+-------------f-------GI� � 0 ± "c" +. t:-:, .---- ... , ...._ '"."' ..-------:i a 0e--0 ,vm o· 1------------+--------------1----�-,=��-a-1,(-)-1,{-)-• • _,__,_ ·=-�----.u�H·<=>:;:·t;s·�========J£ _aL! � -�-� � -�-� ·I-� LL.. l-------------+-----------1-------------+-----------t-------------+-----------t----------l 98 93 r----.�----------=•------------+--------------+------------+--------------+------------+--------------+---------< �--�!----------eC::··oo::r·z:==========�f------------+-----------+--------------+-----------+--------------+--------, -mm �t·a�t-itttttttttttttttttttif�===,=,�-��11 IY '' _ I-� : cr-oc· r----/---------i------------�NS:-�t:JffE'� -�-�1-%-·:"'"' -i--�---/-------+---------------., OODX[SIIIS[Gr-------+-----------+------------+--------,� =.�-�,c===J•�============0gt.1.::::=--=--=--=--=-=-=-=-=-=-=-=-=-=-=�;;:t:=l:=====t======t===========t===========t=====� -2Tii: ,-, cc • : ·o p, > ""· --!'£)-� _,/ _______ ____,�--I--C!tt--+-----=+--�-----+-----------+------------+---------< 4 o, m // --:i'.--.�-,-_r-----------,c-,,f---+-----;�--� fQ ,,.>--,__ __ --f-----------+-------------f---------,,�01"031:D-N'tY AC-ti!" / ,, =+ , .. �.--st .,_ • - - -i>< ' / ----rn t'--,�;::__ "'3ftNG W tY AC LI, - "ATGH leXISTING :ltl�rACr-ttlcl/1\TION· T 1 ' 93 }- ,__ __ ----+-��1----------tc '.::X-ST-IN�<>· ----------+---------1 +,--' ·c:. c.�05$-GtJTTt'R"'RANS.t-----------+-----------+-------------+-----------+-----------+--•GtJTTERo--------aPRQ.J:;>Q'.'a, D �'-'/ -co -:: 93 I· _·11<6,"-------',a ,..._PJ------+--,.,OCO'.t---------tr::cc---t---��0--,Y' .�.,�-------+--------< ------� ..--- ,,.., I-;--.�~�--------------,'R/\'NJ. 1------------+--------------1------------+--------------1------------+-�'0 J.Q.l[)J r:==========::t:===========t===========::t:===========t===========::j;;:;;;:!-�')(�-fS'R�N��.�r:===��)£['.j}:rj::_y::::_n:�G.lJJIEO Al \)-1\11I-...---m-:i:0-.-m _,_,.- Cl? f--12RQJ:;> £gi:J-g''=-Y'. +C--:r0--J01"I •=r-.ll'l.. ....: ' --= N □-�Q)<=>----------t--------, 93 00· i'-'+1� J ..---.. f'C'.) .. f'C} I ...-CJ':10) / I 1 t.XISTINc, I I 2.32% -2:20,,, ",-Cl:Nil:RttNI: �-�o - 93}-�-R-8P8-S·EB-E-t¥-AG-HP 2,08% 1-----------+------------+-------------ae-----------+-----------+----r,ns.mG-E'ry::11c71p-·-=-1---------------11--i,=-2�14z""1�-=-�----+-----------+-----------+-----------+--------1,I "2:-207o 1------------+--------------1------------+-------------1------------+-------------1------------+-------------t>-------------+------------>--------------< S CALE: TANGENT 4.69' 4.61' 10 100+00 SEE SHEET 28 GRAPHIC SCALE D 10 SCALE: 1" = 10' 100+25 ,J wp CNB 100+50 100+75 0 101+00 101+25 SL 101+50 101+75 4 SL SL SL SL SL r 102+00 115) -SL r 102+25 PROTECT ALL IMPROVEMENTS WITHIN PARKWAYS UNLESS OTHERWISE SHOWN -SL __ _ --==-----. --=--·· HORIZ: 1"=10' VERT: 1"=0.5° :::c (!) C-8925-2 �>- • u"! ��0 >()8: 0>()zl au" 0 <o!:::: �__, >()ai � -< "c5 �o:'>- -z • w • ::, £ w_:;?,> �<{ C CL 'i w e 2': " 0: /00 0 __, ., w ...::, >()"' >D ,P-LA-NS_P_R -EP-AR-ED_B_Y-.----------�--------�--------�-�---�-----------------�--�R_E_V-IEW_E_D-,-----�-------S-T_ R _ E _ E _T _ P _L_ A _ N _ A _ N _D_ P _ R _O_F_I_L _ E ______ ---1:; 38 TECHNDLOGY DRIVE, STE #200 ,:7'��ESS/� �fil v, • 30 I () Stantec UNDER THE SUPE RVISION OF: 1Rv1NE,CA92618 ,;,:�-q_'!l. fl <':I' •••EVENING CANYON ROAD §1 ° � ,. " ,i-� ,eo "' ::. (949)923-6D00 TEL f? ,, 1"0\�n. (949)923-6121 FAX ' ' )OD, u> � DRAINAGE IMPROVEMENTS i :(l\J h{.v63466 "' 'BEN DAVIS RCE B2033 I ••� Exp. 09/30/2� * ASSOCIATE CIVIL ENGINEER SEAWARD ROAD: STA. 99+59.78 TO ECH � � ' J'� �.... /�'r/J DESIGNED: DRAWN: f------------------------�---------1 �:; JEFFREY W. WILKERSON 11 /28/23 �0Pc1'\..� ill OB/26/24 STREET IMPROVEMENT REVISIONS CITY OF NEWP OR T BEACH ,___R_-_7_0_3_8_-_s--< 8 $ L _____________________________________________ __LR_.c_.E_._6 _34_6 _6 ____________ L _______ _l__c _HE_c _KE_D _=�J�WWl'!.l_D_A _��=1�1/�2�B/�2�3LN�O._J__�DA�T=E _J..::_DE=S=C�RIP�T�IO�N=O�F=R=E�VIS=IO=N=S----------LAP�P=RO=V=ED::..L=DA��===1 =1/=2=B/=2=3====: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�3�1_o=F�3�3�� :::e 0:: :::e >-0 I uu EX. R/W~ :<: (D ' z <Ou p ..... EX. R/W ____ ... -.;;I" ---. J -+------------- ' I I --1-•-:_ _,,,_ •,--f,i")'~. __ '-, -----------:-------------: ----------1•".".~>-: f---+l='·==-----_ _J __ I j .. I ' ' I I I ' I I I I ' ' ' ' ' I I ' I I ' ---(--I',---~ >------------+-------------->-~~--',a, t-------------+-------------+--------i3:S·6r,-I %--»o, 'J,:: / ' ' ' =============t=,============t============t============1~======1 ~~------------+-----------------------------+--------:, ' ' ·-· . -' -:------------+--------------.--------------+-------------+--· ·-------------'-' ' • 1 __ ._ I -1 . l-------------+--------------1--------------+----------I -----------.,+-ln-------'-1 ' I 1------------+-------------+-------------+-------------+---='-2.,:,.1-%; -- ' ' ' ' ' ' c;,·u-cn->-' .1--u ..... .CD _. X I I 0 0..----W T ,..:;rw u, --~ ,,... ~ ~-~ • --~ r-LO U en ci ~LL- .----:i I -~....... t0,, tc -: ;;,;:; t-------------j---------------t--------------+----------~-~ct--:_:-------------~t-=-~~--e,--------+ .,,-,o-----i'n -0 O'l __ -.+_·,m o-" , -I "Fr) I") --1'0-r--: I.--<D l-------------+--------------1--------------+--------------+----r-c'l--25 --r ·m-0 -~N • r-, N .... ''01 -_ ~,1, . .1.2-% --Ol-Gl 2 -m-m-1 -I z. l 0 .. ~ . . I I j I I I I I m. t . I 1 1 ~ I I I E ~ ..... LT NB r----- 1 I I I 0 116 I '1---+-- I I ....., ...._ s I EE DETAIL 7 ON SHEET 32 ...., 116 ~ ::::,<D < z >u D PROVIDE MIN. 2% GRADE FROM VAULT TO NEW LIP (ADJUST NEW C&G ELEVATIONS, IF NECESSARY) u co co (D "' ,-.. co-... NO> co ' . ' a, <O "'o,-N o, CO + Na, -<O <O o -a N <O ~ I l-.-...J,.. o I --SL------~------- -----··· p C) C) u UL..J u.J u p ~ 0 ...., • ' .. '. . . . '. . .·· •. •.• •.. -: • . . ... . . . . "-c.,. .,c .CO,,i, C.:. -C . .•. • . ·. • ....• •. 4"G----4"G-:;::=!.--4" ----4"G---O 0 0 "' ,-.. 0 >-' 0 0:: >-' (/) -u >-a:, 0:: EX. R/W .... 0 a> i'31+4s-:-03 •"r- 22.47' RT JOIN EXIST. ----..... ~ ..... ,. "' ' z co u p ~ (/) ci (/) + 0 0 MATCH EXISTING FS ELEV AC RECONSTRUCTION 0-X 0 0 L..J +o ...... oz O No -~ co Cl "' 0 N N + -0 -0 ~RTl113 ' :::e 0:: :::e >-0 I uu p o .- -0) r 1 . ., ------+-'-=!--------~- ' I I I I l I --.. -----+'---I I _ I , ' I -·ro-------w i·c;::--o .,-+----.. -. . . . ---- . ' I ' - ' I I ~-•~=========t======l -rn, i I .....,_ I l --SL __ _ ✓ / V /'- ~·-~=========1=======1 ----- / / / -/ /~~ ' / ' / '.f., / ' / / n / A -4"G-----'-"-4"G-/ / ✓ ✓ / / / / / ✓ ✓ / / / ✓ / / I • -:::c I-~ (.) I-~ w SEAWARD ROAD ~ ~ ~ \ ~STOP" ~~3~"' ~~\\\-,~; / @ / / Ji:> A z ' RECORD DRAWINGS ~ -"' -These Record Drawings have been prepared based on information submitted, in part, by ~;'r. vt "\SA ,~ others. While this information is believed to be reliable, City of Newport Beach is not -responsible to its accuracy, nor for errors or omissions Wlich may have been incorporated into these plans as a result , -If - -- I , I. ·I . r • ll\I I I I • 1/) ... (72.23) FS . I ' I I I '!'\ \ \ \ I \I \ 9+43.13, 38.16 LT (72.78) TC, (72.09) FS \ JOIN EXISTING 203 EVENING CANYON 0.9% - 9+46.94, 19.60 LT 72.02 INLET EXIST. R/W .. PCC SPANDREL AND INLET DETAILS I� r:::, � -�IND OUT 90'� -CORNERS <( V, I ENLARGED CORNER DETAIL GRIND OUT-~ NEW CHAMFERS ED' EXIST CONC. 1 /2" I I I 1,I SCALE: 1 "=5' SEE SHEET 29 CORE 6"¢ HOLES AT EACH CORNER AND SAWCUT TO CORNERS. DO NOT OVER CUT -0II ---+-cc--+-LINE OF FULL DEPTH SAWCUT FOR NEW OPENING I I I ('.f2 __ 0PANEL __ .,...,, __ .,.�......_,r • • • SEE NOTES • • • PLAN • SAWCUT ,-,-,-. . BELOW . . . . .. . . .. ..... ,_ ... ,.· .... . -.. -.. . . . DETAIL NOTES: 1.CHIP OUT & REMOVE EXPOSED REBAR TO 1fDEPTH & BACKFILL 111TH NON-SHRINK GROUT, OR2. APPLY EPOXY COATING SYSTEM TO REBAR EXPOSED BY SAWCUT PER MANUFACTURER RECOMMENDATIONS. I I I ... 1 PROTECT ALL IMPROVEMENTS BEHIND CURB 0.5' JOIN EXISTING OJ "' "' w B� ..., :::, o2 " " 0 Wz 'z <( Cl 0 w OJ 0"' 0 ... ,c' OPTIONAL/' CHAMFER "' OPTIONAL CJ� u z w 0.. 0.. w 0.. 0 :r: Si.- 3' 1.5' 1.5' AND VARIES INTEGRAL CURB AND GUTTER AND VARIES SEE DETAIL A 2% MIN 5% MAX ,, � .l_ .. ,, 0.5' MIN / I ./ ,..... . 18" OR 15" HOPE ' N f-: lrz • ... ::,, ·�::,, . ..,., -0 N TRANS ,i "' ' I '1,.._ I"'! -1;;:: I 7 - ' •' ,? I �-" --s-I aTSs "18 I I I I '. LOCAL DEPRESSION DETAILS TRAFFIC AREA: BROOKS 1 RT CLEANOUT BOX W/ TRAFFIC COVER ·so CLEANOUT" NDS CLEANOUT PLUG 41P8 AND ADAPTER HUB 4P11 PLAN A.C. PAVEMENTOR CONCRETE CLASS "B" CONCRETE COLLAR (ROUND) 4" PVC RISER 2' 4" PVC LENGTH AS REQUIRED TO EXTEND TO FS MIN REQUIRED 3/ 4" ROCK SUPPORT BACKFILL AREA 4" PVC 45' BEND w; ' "ft'""-y-DRAIN PIPE PER PLAN .,;, CAP \...:' UNDISTURBED SOIL INV. PER PLAN • PVC WYE FITTING LINE SIZE X 4" SECTION A-A PAVED/TRAFFIC AREA: BROOKS 1 RT CLEANOUT NOS CLEANOUT PLUG 41P8 AND ADAPTER HUB 4P11 TRAFFIC AREA m.CONSTRUCTION NOTES(j) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT RETAININGCURB (TYPE B, CF PER PLAN! PER CNB STD. DWG. NO. 182.@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB RAMP PER CNB STD. DWG. NO. 181. MODIFIED PER DETAIL SHOWN ON PLAN . @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT SIDEWALK PERCNB STD. DWG. NO. 180. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CURB AND GUTTER ITYPE A, 8" CF AND VARIES! PER CNB STD. DWG. NO. 182 AND DETAIL 1 ON SHEET 14. @ REGRADE AT 4:1; MAX AND REPAIR LANDSCAPING AND IRRIGATIONUF ANY! IN KIND AS APPROVED BY ENGINEER. DISPOSITION NOTES [fl PROTECT IN PLACE (ITEM PER PLAN! -------��-�: ECTI �;,,:�::'.:;;'�-· -1-•N U>-HOLE W/ SIMPSON SET f---r------1----..,...---, EPOXY. INSTALLATION PER OPEN'G PER PLAN f-·-+------------ --t'-7/77-j-,-v-,7;?7-,'<�' '.<'<�" (N) CB WIDTH PER PLAN ELEVATION VIEW ER-5279 (8 TOT) FRAME & GRATING WHERE OCCURS (2EA) #4 W EDGEBARS CN TR'D IN WALL W/ STD HOOKS, TYP ...._-(N) CB-(E)CB BEYOND N CB E CF I I zI c., <C I· __, 1i:5 o... I n. D:'. 10 w 1 n.ELEV. SEE r�--:::;;:;;i1 PROFILE L __ 1 7);:Y>1 l::0,(V TYPICAL SECTION NOTE: (N) CB REINFORCEMEN T PER STD PLAN NOT SHOWN FOR CLARITY. SCALE: 1 "=5' SEE SHEET 29 2 STORM DRAIN CLEANOUT DETAIL 0------< 3 SCALE: N.T.S. ---�'E=)�T�O�(N=)�C �B�C�O �N �N E�C�T �IO�N �D�E�T �A=IL ___ M4 SCALE: ms v 1 /2" EXP JT MAT'L & JOINT SEALANT 3/8" LIP (FS ELEV! PAVEMENT SECTION RECONSTRUCTION OR SLOT PAVING PER PLAN NOTES: BIKE GRATE 1 /8" LIP (FL ELEV! DETAIL A 1.FOUNDATION: WHERE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACEWITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER .ALTERNATIVELY, AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.2.BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, OR Ill PER ASTM D2321. CLASS I MATERIALS ARE SELF COMPACTING. CLASS II & Ill(NON-COHESIVE SAND, SAND/GRAVEL MIXES) SHALL BE COMPACTED TO A MINIMUM OF 85% AND 90% STANDARD PROCTOR DENSITY, RESPECTIVELY. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO THE ENGINEER. MINIMUM BEDDING THICKNESS, (T), SHALL BE 4" FOR 4" TO 24" AND 6" FOR 30" TO 60" PIPE SIZES,U.N.O.3.CONCRETE BACKFILL: F'c = 3,250 PSI (28-DAY. 560-C-3250)4.CONTRACTOR SHALL TAKE PRECAUTIONS AVOID MISALIGNMENT ORFLOTATION DURING CONCRETE BACKFILL SUCH AS ANCHORING THE PIPE OR POURING IN LIFTS.5.PROVIDE WEAKENED PLANE JOINTS AT 1 O' INTERVALS.6.HOPE PIPE SHALL HAVE SOIL -TIGHT JOINTS PER ADS SPECIFICATIONS AND DETAILS. ----□ \ ' -r.:, ..._ --- EX.�/� -----+-..,,,_, // / �"' 95.84 TC 95.17 FS 8" CF Si.-..._ PROVIDE RADIUS --s,___ ON CURB (TYPl--sL----SL-FH p /" / / ···-nirirr···-· � ··--1.s¾ FL §N 1D .Z3 12 (96.24) JOIN EX. i ' ---,----/ 95.93 TC I I o• CF I /ef \_DAYLIGHT LINE I � I I 1 22 I C I -----sc-_SEf,CUR��NDsi.G1I!]�-s�"" ALIGl'lMENT AND Pli:OFILE 3.2% ON SHEET 31 I • 0 &S FS I ·QMM • -<';; )MM. -I-COMM· • .• • • . •• .-:--C� ... _;. .-co ·,----COMM----.-------,-�------:>MM -- :--.� COMM·- - ...,... - ��..;.. I u, o.....J· •·u.:.. I ·u :...Ju..• 0 .:....JLL -1. • . . . O'?, t-·LL G) u. • I t-LL O .t-LL U . . . � � � t5 . .1 .. ·• • .. • •••.· -�U),;:'.:"z .ro·-, .•. -��ro-·• ��-«) • · · · • ·.G;l'_o;:·· .·.·_··_1-_ · - -·-•• -+--:U1 o ·-. ·····LOLO·.·-·-.L{).L{) .••-+�OC?_CO·-� •• •.•. . • . 0 (OU')-:> . . mm • ·.. .0) m •.. o ll)� • _ if - . . • ... _ 0£';� ··--.� ._ .. oO'>Ol-... _ .;i::- . • • . .. .-----·•''W-'--�--B'' --·.....:. ..... ••·•--,---c.re-_....;_..,_ --•"w----B"W'--.---e"w---...;..a"w--�-s·'W--..:.....'--�-----a"w----·a·w----· . . · -u."Ll - - • • - . - • •.. • • • 9.5' • • O" CF •• • • 5' • • ••. :TRANSITION GUTTER PAN 8 TRANSITION GUTTER • / • AND. CURB HEIGHT TO •PAN TO JOIN � JOIN EX .. CROSS GUTTER STANDARD C&G ·" I I 1-----------�151----�----'-'-�--i I • � >- • u"!�� 0,.., 8: 0"'zl au " 0 <o !:::: �.., "'ai � <( " c5 � o:' ____ N_E _w_o_P_E_N_IN_G_-s_A_w_c_u_r_o_E_r _A _IL _____ M5 SLOT DRAIN AND INTEGRAL CURB DETAIL 6 Ii?> z _______ RA_M_sc-:-E�-1�-.=:-.A_I _L _______0 ,1 >- -z • w • "' £ w_;;?, SCALE: NTS V SCALE: NTS SEE SHEET 29 AND 32 ' C-8925-2 >�<t; C CL 'iw e2': " 0: / 00 .., .,w ...::, "'"' "'rP-LA_N_S-PR-E-PA-R-ED_B_Y-,-----------�---------�---------�-�----�------------------�---�R_E_ V - IE _W _ED _:------�-----------------------------�:� DETAIL SHEET .. ::i- () Stantec UNDER THE SUPERVISION OF: 38 TECHNOLOGY DRIVE, SIT #200 1Rv1NE, CA 92618 (949)923-6D00 TEL(949)923-6121 FAX £ 08/26/24 STREET IMPROVEMENT REVISIONS BEN DA �S RCE 82033 ASSOCIATE CIVIL ENGINEER "' •• EVENING CANYON ROAD §1' <( ::>DRAINAGE IMPROVEMENTS i; I .. Q� I .. f-----------------------�--------1 ... � JEFFREY W. WILKERSON CITY OF NEWPORT BEACH R-7038-S ��11 /28/23 DESIGNED: DRAWN: ffi 06/04/24 SLOT DRAIN REVISIONS e---------< u ,.., L _____________________________________________ _LR_.c_.E _._6 _34_6 _6 ____________ L _______ .l__c _HE_c _KE_D _:�J�WWl'!.l_D _A _TE�:1�1/�2�8/�2�3L.:N�O._J__�DA�T=E _J..::.DE=S=C�RIP�T�IO�N=O�F=R=E��S=IO=N=S----------LAP�P=RO=V=ED::.1..=DA�TE=:=1=1/=2=8/=2=3====: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�3�2=-o=F�3�3�� ffi t,, ~ RECORD DRAWINGS These Record Dra\A,ings have been prepared based on information submitted, in part, by others. While th is information is bel ieved to be re liable, City of Newport Beach is not responsib le to its accuracy, nor for errors or omissions v-Alich may have been incorporated into these plans as a result r -1 -1 \~ J ••• \ . . l ,,. .. ,. ' . .. -0 <.!> z C z -< _; _J G: 0 u I I - I f I .. . ' w--' o I - . :7)/ /-+--r----,~--+-----,,'------r'-t;i,,i;----"i,,_-+_-r---.----,~ .. --I ss-:e IJ.I f' --I I - 5'' s 4' ' -. -, I I ~ l ~ ~ tX)~ ,f1 ,i [2/i e-I /+:_,,__ ~--U!.,,--o"'" z, -~ " ' I I \ ~ I [Il_J U ~I I '.:::~ '.:~~ J, i aco coi.n I ' ' r---r---0 Q .,. C !::: .,;;;"w (ASANO) --~ c;;j h D) t-- - r---.r-.. r-..r-.. I ----I ' I ~::"'"~OfESS/~ 5),,."-'ll ll ~ / IN;, V ;( )\ • ,t-<': 1'.\¾ ' I VOD M! ';a \ ·,o. 3466 -I' • xp. 09/30/24 * '-"'"' ~~) ".-'I"?[-CIVIi.. Ii!' OFCf>.l..l~O -- - ---- " '-J --FS r..()M\1- t --si.----. - -Ju--'----1---Ym+- , - - - --j. '----~ 0 I � u.. N -,;e "': "' C, ex CE INLt. /_ BE¥0N0 ,-.. / ' / ' � -✓ I --u--------<(6 .. Jtj T0P-G0MM• \ -70 ,;g .,(JffQP SO-, . � • -u C, u.. ,-.. 6 E" ..., N <si N ,,_ '-_.,.. ---- , 75 I· 70 1- -------- CONSTRUCTION NOTES @ REMOVE PORTION (24"X24") OF EXIST CURB FACE INLET WALLPER DETAIL 5 ON SHEET 32 AND REMOVE 12" RCP AS REQ'D. @ CONSTRUCT 15" DIA. ADS N-12 DUAL WALL HDPE PIPE OR APPROVED EQUAL WI CUSTOM BELL X BELL FITTINGS AS REQ'D AND BEDDING AND CONCRETE BACKFILL PER MFR RECOMMENDATIONS. @ CONSTRUCT 18" DIA. ADS N-12 DUAL WALL HOPE PIPE ORAPPROVED EQUAL WI CUSTOM BELL X BELL FITTINGS AS REQ'D AND BEDDING AND CONCRETE BACKFILL PER MFR RECOMMENDATIONS. @ CONSTRUCT CURBSIDE GRATING CATCH BASIN (SINGLE) PERSPPWC 303-3. @ CONSTRUCT GRATING CATCH BASIN LONGITUDINAL (SINGLE> PERSPPWC 304-3. @ CONSTRUCT GRATING CATCH BASIN LONGITUDINAL (DOUBLE) PERSPPWC 304-3 & DETAIL 4 ON SHEET 32. @ CONSTRUCT 15" SLOT DRAIN ADS DURASLOT XL WI STANDARDTRAFFIC RATED GRATES PER MFR RECOMMENDATIONS AND lYPICAL SECTION DETAIL 6 ON SHEET 32. @ CONSTRUCT 18" SLOT DRAIN ADS DURASLOT XL WI STANDARDTRAFFIC RATED GRATES PER MFR RECOMMENDATIONS AND lYPICAL SECTION DETAIL 6 ON SHEET 32. @ CONSTRUCT CLEANOUT PER DETAIL 3 ON SHEET 32. DISPOSITION NOTES [El PROTECT IN PLACE (ITEM PER PLANl ENGINEER'S FLOOD PROTECTION NOTE: THE ENGINEER HAS DESIGNED THE STORM DRAIN IMPROVEMENTS HEREON TO MITIGATE FLOOD RISK IN THE EVENT OF A FUTURE WATERLINE BREAK. FLOOD PROTECTION PROVIDED BY EXISTING STORM DRAIN FACILITIES DURING DESIGN STORMS IS IN NO WAY REDUCED OR NEGATIVELY IMPACTED BY THESE IMPROVEMENTS. NO STATEMENT IS MADE OR IMPLIED ABOUT THE ADEQUACY OF EXISTING STORM DRAIN FACILITIES DURING THE DESIGN STORM EVENTS. f-----+----+------f:-_[l'SJ:E � e�eeE�EE--►: ---------t---------t---------t----------t-----t t--------t 30+00 203 EVENING CANYON NOTES: •-UTILITY POTHOLES ANDRELOCATIONS AS REQ'D TO BECOORDINATED BY CITY PRIOR TOCONSTRUCTION L- SHORECLIFF ROAD 20+75 \ 20+50 20+25 I NOTES:Clo= DESIGN FLOWRATE (BASED ON A MAXIMUM FLOW RATE OF 5000 GMP =11.2 CFS, PROVIDED BY CITY FOR WATERLINE BREAK FLOW) V0 = DESIGN VELOCITY HGL = DESIGN HYDRAULIC GRADELINE LINE A ASSUMES Clo FROM NORTH TO SOUTH (PIPE FLOW ONLY) LINE B ASSUMES Clo FROM NORTH (COMBINED PIPE & STREET FLOW) I I 20+00 10+00 I I t------+------------+------------+----< SCALE: 10+25 10+50 10+75 HORIZ: 1"=10' VERT: 1"=2' 207 EVENING CANYON 211 EVENING CANYON 215 EVENING CANYON I I I I I .,g_+ J0.00 LINE B I I" ;; I I ' I r"'I I I' �-"' � I I I I I - I - I I I I r::::;-I ' � -� � -O><O--==---I vN>--' I 212 EVENING CANYON LEGEND: - � CJ ( ) [ ] SLOT DRAIN LIMITS SD REMOVAL LIMITS CONC. BACKFILL ZONE EXIST ELEV PER AS-BUILT EXIST ELEV TO BE FIELD VERIFIED LINE TABLIE LINE No. UENGTH DIRECTION L1 25.84 S18'32'22"W L2 11.33 S13'00'33"W L3 10.29 SOT00'33"W L4 8.40 S05'46'38"E L5 16.33 SOT46'38"E L6 7.79 S03'13'30"W L7 70.53 N18'29'53"E GRAPHIC SCALE 10 0 10 SCALE: 1" = 10' 30 I � f- • u" �� 5 0.. fl zlou"0 <o !:::: � _, "'ffi � <( • iE � 0: -, f- � z.w."' £ w5!> �<( C 0... ·3=we " " o:/ 0 0 0 C-8925-2 g� "' "'�----------------�-------�---------�-�---�------------------�---�--------�-------------------------------,��PLANS PREPARED BY: REVIEWED: STORM DRAIN PLAN AND PROFILE :i;_§, ()stantec UNDER THE SUPERVISION OF: 3B lECHNDLOGY DRIVE, S1£ #200 �ESS/� � Cl "' IRVINE, CA 92616 �*'<-\. J. f ,;.:, • • (L_J,,,.:..._EVENING CANYON ROAD �: \!:!(!��=:��;!� j� -11 \I\\DRAINAGE IMPROVEMENTS i� )/2'jf" BEN DAVIS RCE 82033 I * 01 ) ll, 2 * ffi 08/26/24 STREET IMPROVEMENT REVISIONS ASSOCIATE CIVIL ENGINEER §1 � J' vv f----------------------�---------1 >-5 DANIEL J. HAYES 11/28/23 ?:.t;--1:-0;1��1,.\�as.:,,�DESIGN1l:iH/MV DRAWN:MV & 06/04/24 SLOT DRAIN REVISIONS CITY OF NEWPORT BEACH t---_R_-_7_0_3_8_-S_---< g$ L _____________________________________________ _J__R _.c_.E_._6 _31 _32 ____________ _1_ _______ _J_c_HE_c_KE_o_, _ _J__D _A _��=1�11�2�81�2�3LN�o._1__�0A�T�E_Lo=Es=c=R1P�TI�o�N�o�F�R=E�v1=s1o=N=s __________ l..:AP=P�Ro=v=E=DLDA�T=E'=1=,;=2=s=/2=3====:L ____ P_U_B_L_1_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ _J_=s=HE=E=T�3�3�o=F�3�3�B� & 1-------------t------------t-------------+-------------+-------------+-------------+-------------+---------------,------------t----------l 1-------------+------------t-------------+-------------+-------------+--------------+--------------+----------------<------------+----------, 1-------------+------------t-------------+-------------+-------------+-------------+-------------+---------------,------------t----------l I , 75 - 1----------+--------------1--"""-l"'"--5-, -----+--------------+-----------+---------------,-----------+---------------,-----------+------------1 G -8= I-,......I .....J I--0 0 LL ~ .,,......CD .....J .....J t---------------,t-------;o• L&... 1-u. ~==========:t:=====r,;;·i1=~-6,-~~--~-ffi "d-" .en o·oo oo ~---· • r-:;; 0, ·I-' . t---------------,t-----------"-"1----'"::0j_;;: ._ ~ .,....: :i I _\, / , -- ,..._ ·• __, "" 0 ~ a:, a:, ,..._ ,-.. ---------------<>-------------+----------~ - ~ , ~ ---· - 208 EVENING CANYON / / =' ·- - , .... =1>-->-----+----------i 6 ---i' ' -IFl------+----------1 -I ---I -I I I - - , - L.. .-.-.. 0 - I f-----1 r ""' r~ I -------1--!,C~::;r - -<-,,...___ - - , _____ - RECORD DRAWINGS These Record Dra\n,ings have been prepared based on information submitted , in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions \Mlich may have been incorporated into these plans as a result. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BRISTOL SOUTH TO BRISTOL NORTH LAYOUT PLAN H I G H W A Y 7 3 1 R-7038-S 1 JAMBOREE ROAD PAVEMENT REHABILITATION C-8925-1 JAM B O R E E R O A D CONSTRUCTION NOTES: B R I S T O L S T N O R T H B R I S T O L S T S O U T H G) PROTECT IN PLACE @ GRIND 2-IN, PAVE 2-IN AC FINISH COURSE. @ ADJUST CNB STORM DRAIN MANHOLE RING, FRAME, AND COVER TO GRADE PER CNB STD 321. ® REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX PER CNB STD 513. @ REPLACE EXISTING STRIPING IN-KIND WITH TRAFFIC PAINT. LEGEND D PROPOSED 2-INCH THICK AC PAVEMENT ' '+ ' + + + + + + + + + SEWER MH 8 ' " + /t-+ ~ 4 + + J:0 1=1=1= I I 9 - - - + W-ATl"R + 1 VALVE I I + + + + + + + + + + + + + + + + + ' 8 SEWER MH - .. + + /+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , .. / + + + + ~ I + + + + ¼ ll'+ _ -+ +VAlNE + I g I I I I I I WATER + -VALV~ + + + + + + + + + +I. / " . + + + + .~· ' 1··/ + + + + + + ~ + + + + + + + + c + /' SEWER 6 1--~ + + + . ~. + + + I.·· - JAMBOREE ROAD SCALE NTS + + + + + + + + + + + + + + + + + + ,f', + + + + + + + + + + + + + + + + + + + + + + + +',, • .. + + + + + ',,, / WATER VALVE + - + REVIEWED: BENJAMIN DAVIS RCE 82033 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While th is information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions Wlich may have been incorporated into these plans as a result. BD BD CHECKED: DA TE: BD 9 25 2024 (/) ·s: 0 "O .a E 0 -.j- N -- -.j- N '-LI) N '-Cj> 0 "' " "O "' C ·s: 0 ()_ "O 0 0 QC Q) Q) L 0 .a E 0 ---, / a. 0 +-' _,,_ (/) Q) 0 / (/) ·s: 0 "O .a / (/) L Q) (/) ::, SHEET OF / u