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HomeMy WebLinkAboutR_6042_SCITY Of COSTA MESA q.4, i<>u. :S O,p CITY OF IRV!NE # srrt PROJECT LOCATIONS VICINITY MAP SYMBOL -0- @ ® @ I>()<! l!ll!l !lilJ lllil ~ @ G- t:,. ► ~ e ffl1il ll!!J 0 ~ [E:] ~///./t:_////~ POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE IRRIGATION CONTROL VALVE CABLE TV PULL BOX CORING LOCA llON ELECTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---i---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G~ - -GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEV!SION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCK WALL NOT TO SCALE ABBREVIATIONS (IN ADDlllON TO GREENBOOK SECTION 1 ~3.2) AB ARV ACP AC BC BCR BVC BLK CATV Cl l CNS CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ STL T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RElURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE ' I I ______ , CITY OF NEWPORT BEACH ------1 CLASS 1 CLEAR 1 CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RElURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NA lURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITl-1 LEGEND I i r-----------,7 I :_: I I I ' Cf) t; ~ ii:: Ill _ ,_ PROJECT AREA SHEET NUMBER )) I PUBLIC WORKS DEPARTMENT CAMPUS DRIVE, SAN JOAQUIN HILLS ROAD AND SAN MIGUEL DRIVE STREET OVERLAY C-5582 r ('1 I APPROVED: __ .c_··+,..,,:<-1;~""'10'(;~7'~✓'-~-1 ·""~"-',~'-.-P-+.r4'!:,1;.<,tl"-~-B\-:IJ,,,._C_WO_R_K_S_D_I_RE_C_T_O_R __ _ Afl /;1/I •• APPROVED: ____ .__,1'1,...,tAJc.=ccJt_-'V'--t.l~~~-'->l'c.._-::_::_::_:: __________ _ MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER DATE: /o-f? • 2o/y 00 00 I;; CAMPUS DRIVE ~ 0 SAN JOAQUIN HILLS ROAD SAN MIGUEL DRIVE LOCATION MAP SPYGLASS HILL RD I I I ..\-. "·1 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STA TED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAC1S SPECIAL PROVlSIONS. 2. EXISTING UNDERGROUND UTILJTIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AClUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE Of EXISTING IMPROVEMENTS UNLESS NOTED OTHERW1SE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION .. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIF/CALLY INDICATED AND CALLED FOR lN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRA'MNGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 0 PROTECT IN PLACE 0 SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER (8-IN CF) PER CNB STD-182-L 0 SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "C" PCC CURB & GUTTER PER CNB STD-183-L 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT ® COMPLETE VARIABLE THICKNESS COLDMILLING EXISTING AC PAVEMENT PER DETAIL ON SHEET 2 ® CONSTRUCT MINIMUM 2-IN ARHM OVERLAY 0 COMPLETE 4-IN COLDMILLING EXISTING AC PAVEMENT ® CONSTRUCT VARIABLE DEPTH ASPHALT LEVELING COURSE ® UTILITY BOX/MANHOLE TO BE ADJUSTED TO GRADE BY OTHERS @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ REMOVE AND REPLACE WITH NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD 1 B1-L (A-D) @) REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CIIIB STD-180-L @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK, 12-IN WIDE PCC MOWSTRIP IN-KIND @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ REMOVE EXIST. SIGN, STORE AND REINSTALL AS DIRECTED BY ENGINEER IN THE FIELD @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK STAMPED CONCRETE MEDIAN PAVING IN-KIND @ REMOVE AND REPLACE TRAmc SIGNAL PULL BOX AND COVER TO GRADE PER CNB STD-204-L @ REPLACE EXIST. TRAFFIC LOOPS AS SHOWN PER CALTRANS STD. PLAN ES-5A, ES-58 (TYPE E, MODIFIED TYPE E, AND 3'X6' TYPE D PER DETAIL ON SHEET 2). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERW1SE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. @ SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L @ REMOVE AND REPLACE WITH NEW SURVEY MONUMENT BOX AND COVER TO GRADE PER CNB STD-116-L @ REMOVE EXIST. AND RECONSTRUCT DRIVEWAY APPROACH TYPE II PER CNS STD-161-L AND DETAIL HEREON @ INSTALL 4" DASHED WHITE LINE WITH 50' SOLID END SECTIONS PER CAL TRANS DETAIL 9 @ INSTALL 6" WHITE BIKE LANE LINE PER CALTRANS DETAIL 39 @ INSTALL 6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL 39A ® INSTALL 8" WHITE LINE PER CAL TRANS DETAIL 38A ® INSTALL 8" WHITE LINE WITH TYPE "G" MARKER PER CAL TRANS DETAIL 38 ® INSTALL 12" WHITE CROSSWALK OR LIMIT LINE PER CALTRANS STD. A24E. ® INSTALL PAVEMENT LEGEND TYPE IV PAVEMENT ARROW ((R) RIGHT, (L) LEFT) @ INSTALL BIKE. LANE LEGEND AS SHOWN @ INSTALL TYPE "H" MARKER PER CALTRANS DETAIL 26 @ INSTALL 4" YELLOW WITH TYPE "H" MARKER PER CALTRANS DETAIL 25 @ INSTALL DOUBLE 4• YELLOW 11\ilTH TYPE "D" MARKER PER CALTRANS DETAIL 22 ® INSTALL 12" WHITE STOP BAR AND "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D SHEET INDEX <: ,g L,_ E gi r--. 0 0 - ~ "" vi I ~ 0 "' I "' !!! :l: <: _1_1_I_TI_TL_E_SH_E_E_T ________________________________ j 0 TYPICAL SECTIONS AND OETAILS 0 CAMPUS DRIVE FROM STA 14+47.50 (BRISTOL ST. NORTH) TO STA 32+75.00 0 CAMPUS DRIVE FROM STA 32+75.00 TO STA 51+50.00 0 CAMPUS DRIVE FROM 51+50.00 TO 59+97.50 (MACARTHUR BLVD) 0 SAN JOAQUIN HIU.S RD. FROM STA 109+46.50 (MARGUERITE AVE) TO STA 128+50.00 0 SAN JOAQUIN HILLS RD. FROM STA 128+50.00 TO SPYGLASS HILL RD [II SAN MIGUEL DR FROM MACARTHUR BLVD TO SAN JOAQUIN HIU.S RD 0 CAMPUS DRIVE SIGNING & STRIPING PLAN (FROM 14+47.50 TO 42+00.00) §I CAMPUS DRIVE SIGNING & STRIPING PLAN (FROM 42+00.00 TO 59+97.50) @I SAN JOAQUIN HILLS RD. SIGNING & STRIPING PLAN (MARGURITE AVE TO SPYGLASS HILL RD) ·I r----------------------ir;;::-:::;:;:;:-:;:::::::=:-=:::-;::::::------------------------~-,-----------N-.T-.S-·---------------r-::-::=:::-:-:::-::=::-::-::=~--,--:-:::=-::-:--::=-:-::-::-==::--.-----------~11;;;;2;;!-1--:s--AN_:__M.::_IG:_:U_:EL::_;:_D:,:R.:_:S:_l_::GN.::_IN:_:G~&:_:S:_TR:.:.:::_IP.::_IN:_:G_:P:_:L::.:A:_:N_:(::::M:,:AC:A.::,R:.:,TH:_:U:_:R:_:BL:_:VD::_T:_:O:_:S:A.::,N:_,:;JO::,A:,:Q::,Ul::,:N_:H.::,ILL=S_:R;:D.:_) __ _:C::,_-5::_:5:_:8:2::_aJ BASIS OF BEARINGS: EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECDMMENDED: REVlEWED: CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BENCHMARK: SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIV!SION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-B153 (800) 611-1911 (800) 332-1321 ~ 949) 644-3011 714) 962-2411 714) 542-6222 NIGHT (949) 644-3717 MIKE PISANI MUNICIPAL OPERATIONS DEPARTMENT DATE: l'Ol 7 hq CAMPUS DR, SAN JOAQUIN HILLS RD, SAN MIGUEL DR STREET OVERLAY g <3 ~~.~ TITLE SHEET ] SENIOR CIVIL ENGINEER 3" ~==--,~-----+---------------------,--------1"" DESIGNED: FTT DRAWN: FTT c1TY oF NEWPORT BEACH _R_-6_0_4_2_-_s-~ CHECKED: AT DATE:09 30 14 PUBLIC WORKS DEPARTMENT SHEET 1 OF 12 " ------------'-----------------.........!-------------.....L..----..J.....----.1-..----L...-~........2~:!.l.--__;_:.:.:.::..:.:.::.:.::.:.::..:.:.:.:.:.:::.:.:.._--1.~..!...~;_I- N.T.S. MARK VUKOJEVIC, P.E., DEPUTY PWD / CITY ENGINEER C-5582 DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES CAMPUS DRIVE, SAN JOAQUIN HILLS ROAD 1 R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE SHEET C-5582 VICINITY MAP SHEET INDEX CAMPUS DRIVE BR I S T O L S T N MACA R T H U R B L V D BR I S T O L S T S QU A I L S T DO V E S T SAN JOAQUIN HILLS ROAD MARGUE R I T E A V E SPYGLASS HILL RD LOCATION MAP CONSTRUCTION NOTESCONSTRUCTION NOTES AIR P O R T W A Y 73 F W Y AND SAN MIGUEL DRIVE STREET OVERLAY SAN MIGUEL DRIVE MA C A R T H U R B L V D S A N J O A Q U I N H I L L S R D HARBOR POINT DR. FRANK THAN TRAN CITY OF COSTA MESA JOHN WAYNE .> AIRPORT "J',,., NOT TO SCALE <;,4,i ~~ 0' O,p CITY OF IRVINE # PROJECT LOCATIONS SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE @ SEWER CLEANOUT ® SEWER MANHOLE © STORM DRAIN MANHOLE c,(XJ FIRE HYDRANT lill WATER METER llll] STREET LIGHT PULL BOX Ill! TRAFFIC SIGNAL PULL BOX ~ STREET LIGHT @ WATER VALVE ('-GUY WIRE I!,, SURVEY MONUMENT ~ SIGN ell VAULT VENT e TREE IJ:ll IRRIGATION CONTROL VALVE lll1I CABLE TV PULL BOX " CORING LOCATION ® ELECTRICAL MANHOLE [EJ ELECTRICAL PULL BOX ~////////_/;1 BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION ---If.---CENTERLINE ----S----SEWER LINE -----w-----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCK WALL CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG AB ARV ACP AC BC BCR BVC BLK CATV Cl (i_ CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ STL T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE ' I I ______ I CITY OF NEWPORT BEACH ------, CLASS I CLEAR 1 CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEAN OUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITH BASIS OF BEARINGS: BENCHMARK: LEGEND -PROJECT AREA SHEET NUMBER RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. PUBLIC WORKS DEPARTMENT APPROVED: _______________________ _ APPROVED: _______________________ _ 1 ' DATE: ______ _ DATE: ______ _ -------~G ______ 0G 0G 7-----------------7-------------- 1 ,' ~Y::c--->-~->'-~-" EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE DAY NIGHT 1 800) 624-8153 800) 611-1911 800) 332-1321 (949) 644-3011 (949) 644-3717 (714) 962-2411 (714) 542-6222 APPROVAL RECOMMENDED: MIKE PISANI MUNICIPAL OPERATIONS DEPARTMENT DATE: ______ _ APPROVAL RECOMMENDED: MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DATE: _______ _ 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAC1S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION .. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 0 PROTECT IN PLACE 0 SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER (8-IN CF) PER CNB STID-182-L @ sAwcuT, REMOVE EXIST. AND RECONSTRUCT TYPE "c" Pcc CURB & GUTTER PER CNB STD-183-L 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT ® COMPLETE VARIABLE THICKNESS COLDMILLING EXISTING AC PAVEMENT PER DETAIL ON SHEET 2 ® CONSTRUCT MINIMUM 2-IN ARHM OVERLAY 0 COMPLETE 4-IN COLDMILLING EXISTING AC PAVEMENT ® CONSTRUCT VARIABLE DEPTH ASPHALT LEVELING COURSE ® UTILITY BOX/MANHOLE TO BE ADJUSTED TO GRADE BY OTHERS @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STID-111-L @ REMOVE AND REPLACE WITH NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STID-511-L @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD 181-L (A-D) @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK, 12-IN WIDE PCC MOWSTRIP IN-KIND @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER @ REMOVE EXIST. SIGN, STORE AND REINSTALL AS DIRECTED BY ENGINEER IN THE FIELD @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK STAMPED CONCRETE MEDIAN PAVING IN-KIND @ REMOVE AND REPLACE TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE PER CNB STD-204-L @ REPLACE EXIST. TRAFFIC LOOPS AS SHOWN PER CAL TRANS STID. PLAN ES-SA, ES-SB (TYPE E, MODIFIED TYPE E, AND 3'X6' TYPE D PER DETAIL ON SHEET 2). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. @ SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "B'' PCC CURB PER CNB STD-182-L @ REMOVE AND REPLACE 'MTH NEW SURVEY MONUMENT BOX AND COVER TO GRADE PER CNB STID-116-L @ REMOVE EXIST. AND RECONSTRUCT DRIVEWAY APPROACH TYPE II PER CNB STD-161-L AND DETAIL HEREON @ INSTALL 4" DASHED WHITE LINE WITH 50' SOLID END SECTIONS PER CALTIRANS DETAIL 9 @ INSTALL 6" WHITE BIKE LANE LINE PER CALTRANS DETAIL 39 @ INSTALL 6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL 39A ® INSTALL 8" WHITE LINE PER CALTRANS DETAIL 38A @ INSTALL 8" WHITE LINE WITH TYIPE "G" MARKER PER CAL TRANS DETAIL 38 @ INSTALL 12" WHITE CROSSWALK OR LIMIT LINE PER CAL TRANS STD. A24E. ® INSTALL PAVEMENT LEGEND TYIPE IV PAVEMENT ARROW ((R) RIGHT, (L) LEFT) @ INSTALL BIKE LANE LEGEND AS SHOWN @ INSTALL TYPE "H" MARKER PER CALTRANS DETAIL 26 @ INSTALL 4" YELLOW WITH TYIPE "H" MARKER PER CALTRANS DETAIL 25 ® INSTALL DOUBLE 4" YELLOW 'MTH TYPE "D" MARKER PER CALTRANS DETAIL 22 E a_ <O 0 "" @ INSTALL 12" WHITE STOP BAR AND "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D 1-....::..-------------------------------------ll"' 0 N l-::=-------------------------------------11:=; OJ Tl TLE SHEET "' ;. 0 TYPICAL SECTIONS AND DETAILS ~ w 0 CAMPUS DRIVE FROM STA 14+47.50 (BRISTOL ST. NORTH) TO STA 32+75.00 ~ 0 CAMPUS DRIVE FROM STA 32+75.00 TO STA 51+50.00 J 0 CAMPUS DRIVE FROM 51+50.00 TO 59+97.50 (MACARTHUR BLVD) ~ 0 SAN JOAQUIN HILLS RD. FROM STA 109+46.50 (MARGUERITE AVIE) TO STA 128+50.00 J 0 SAN JOAQUIN HILLS RD. FROM STA 128+50.00 TO SPYGLASS HILL RD bl 0 SAN MIGUEL DR FROM MACARTHUR BLVID TO SAN JOAQUIN HILLS RD ~ 0 CAMPUS DRIVE SIGNING & STRIPING PLAN (FROM 14+47.50 TO 42+00.00) ::S ~ CAMPUS DRIVE SIGNING & STRIPING PLAN (FROM 42+00.00 TO 59+97.50) ~ G SAN JOAQUIN HILLS RD. SIGNING & STRIPING PLAN (MARGURITE AVE TO SPYGLASS HILL RD) ~ ~ SAN MIGUEL DR. SIGNING & STRIPING PLAN (MACARTHUR BLVD TO SAN JOAQUIN HILLS RD) ~ REVIEWED: :::, CAMPUS DR, SAN JOAQUIN HILLS RD, SAN MIGUEL DR STREET OVERLAY ' <( a_ 0 --"' "' ., ANDY TRAN, RCE 63670 ° SENIOR CIVIL ENGINEER ~ l-;;-;:=:;;:;;--,-;;::-:-:::-:----+---------------------.--------1"' DESIGNED: DRAWN: FTT FTT ~ 1---------lill CHECKED: DA TE: SHEET OF :::, ,..._ ____________________ .__ _________________________________ ...1... _________________________ _L ________ ...l_ ________ _J ________ L ___ t;_ATii__.Q09g,Q3.Q.0Q.1.1J4L ___________________ l.:~,'._ _ _.:: _ _J0 COX COMMUNICATIONS SAN JOAQUIN HILLS ROAD FROM MARGUERITE AVE TO SPYGLASS HILL RD CAMPUS DRIVE 2 R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 CONSTRUCTION NOTESCONSTRUCTION NOTES FROM BRISTOL ST NORTH TO 53+95.00 COUNTY OF ORANGE CITY OF NEWPORT BEACH C/L CITY BOUNDARY CAMPUS DRIVE FROM 53+95.00 TO MACARTHUR BLVD COUNTY OF ORANGE CITY OF NEWPORT BEACH C/L CITY BOUNDARY SAN MIGUEL DRIVE FROM MACARTHUR BLVD TO HARBOR POINT DR SAN MIGUEL DRIVE HARBOR POINT DR TO SAN JOAQUIN HILLS RD FRANK THAN TRAN R/W R/W ---------------64'-80·-----------~-----32•-42•--------~-8· I CURB 1 -------j 1--- - NOTE: I I 1· I :·: l --I I I I I • ~_! __ EXISTING STREET IS TYPICALLY 15"-18" AC OVER NATIVE ** AS SHOWN ON PLAN OR AS DIRECTED DURING CONSTRUCTION R/W • o·-20· 6 ---1-- ' I ' ---1 EX. PVMT N.T.S. 8' 5 :. :~-·-·--~------~ . ~ I "-i I •. : I I ., . • I • . •1 _ ___ '!] R/W ----------------49•------~,------------59•-------~-,-..--8· I 5' -------j I I I ,-- ' I NOTE: EXISTING STREET IS TYPICALLY 15"-18" AC OVER NATIVE ** AS SHOWN ON PLAN OR AS DIRECTED DURING CONSTRUCTION 1-----1 I 6 4 EX. PVMT N.T.S. <t I R/W 2~-~~ R/W i ,___ __ EA_S_E_ME_N_T __ -+-~------------------------120'-1~8' R/W--------------------------1 8'-12' 8' ' 8' 8'-12' i------+-----------44'---------------------------44'---------+------ I j ®** 6 4 I __ • __ J I IL",. : ·•1 -1 : l -~,.._-i I . ,( __ .i __ I I ,_ - NOTE: EX. PVMT EXISTING STREET IS TYPICALLY 4"AC/8"AB ** AS SHOWN ON PLAN OR AS DIRECTED DURING CONSTRUCTION N.T.S. 1 3 ** 6 • • ·~z=:~==z==z::ziz.~zz:::zzz:u::zs777777777777.,..,,. ! .. :": --~~~LLc~~~7Ej_~zzzzzzzzZZ) .•: ~·:~·~."'._:·c c, ~1 l· __ :_~ ---. __ . : • : I EX. PVMT I --I • "· ,t,I . I • I I .---8' COLDMILL---, 3/8" LIP 2" COLDMILLING EX. AC PVMT O" COLDMILL 2" ARHM OVERLAY 0 PROTECT IN PLACE 0 SAWCUT, REMOVE EXIST. AND RECONSTIRUCT TYPE "A" PCC CURB & GUTTER (8-IN CF) PER CNB STD-182-L 0 SAWCUT, REMOVE EXIST. AND RECONSTIRUCT TYPE "C" PCC CURB & GUTTER PER CNB STD-183-L 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT ® COLD MILL DETAIL ADJACENT TO GURB & GUTTER N.T.S. ® COMPLETE VARIABLE THICKNESS COLDMILLING EXISTING AC PAVEMENT PER DETAIL ON SHEET 2 ® CONSTRUCT MINIMUM 2-IN ARHM OVERLAY @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L 2'' AT JOIN OR 4" ADJACENT TO 4' GRIND AT INTERSECTION EXIST. PVMT \_ t .... ~·· ·~ ...... . 30'-50' ... .----+-PER PLAN ~ < V1 EX. AC PVMT O" COLDMILL 2" ARHM OVERLAY @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK STAMPED CONCRETE MEDIAN PAVING IN-KIND @ REPLACE EXIST. TIRAFFIC LOOPS AS SHOWN PER CAL TIRANS STD. PLAN ES-5A, ES-5B (TYPE E, MODIFIED TYPE E, AND 3'X6' TYPE D PER DETAIL ON SHEET 2). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERl'l1SE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PA~NG, AND EXACT LOCATION APPROVED BY THE ENGINEER. @ SAWCUT, REMOVE EXIST. AND RECONSTIRUCT TYPE "B" PCC CURB PER CNB STD-182-L COLD MILL DETAIL FOR LONGINTUDINAL JOIN N.T.S. ROUND CORNERS OF ACUTE ANGLE SAWCUTS TO PREVENT DAMAGE TO CONDUCTORS ~r~1 ___ 27_ .. __ -___ 3_0_· ___ ~1_5•_·----1 ~ 3' X 6' TYPE D BIKE LOOP DETAIL 0!; N.T.S. R/W RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. <t I ' I R/W i-------------------------9B't108'------------------------i 10' ' 10' ,___ ___ _,_ _______ 52'-62'------------------------52'-62'-------___,,___ ___ _, EX. PVMT NOTE: ** AS SHOWN ON PLAN OR AS DIRECTED DURING CONSTRUCTION VAR VAR N.T.S. R/W <t EX. PVMT R/W ,___ _________________________ gs•L1os·---------------------------- 10· I 10· i---------------52'-62'-----------i'i-------------52'-62'--------ii------i 6 4 : ~~~'777777777ZX::Z:2Z0d±z00000~· i 1---_, -'-·-!,· •• : ·~2ZZZ2ZZ~~~~t : . -~ i I !· ·:.ii I 1 • .•I ,. • L- I <1 : I I ... .. I l_:~ _ _J I I L -- NOTE: EX. PVMT ** AS SHOWN ON PLAN OR AS DIRECTED DURING CONSTRUCTION VAR VAR N.T.S. 6 4 2 ** I ' ' I I . • • II i'1 i t,··,,; .. __ :_·_:,;~.:1 : 1------I I ' I I I I° .. " I I ---1 • I I J!I· _..,. ·1 L I • ·1 L_~_J I I --J EX. PVMT C'> ., ~ ci 171 5 w ::l ~ "' I ~ 0 171 5 5 "' 0 V) ::, "-~ ~-~-~--------------~--~--------~---------~-------------------------------1§: REVIEWED: ANDY TRAN, RCE 63670 SENIOR Cl~L ENGINEER CAMPUS DR, SAN JOAQUIN HILLS RD, SAN MIGUEL DR STREET OVERLAY ~ 5 TYPICAL SECTIONS AND DETAILS t ., ~ -,_D_E_S-IG_N_ED_:_~_DR_A_W_N_: --+----------------------~-------◄~ FTT FTT -1-----------1:Jl CHECKED: DA TE: SHEET OF ;3, ~---------------------------------------------------------------------------------------~-~-~~-------------~--~--------~---~A~T~-~0~9 ~3~0~14~---------------------~-------~ u CAMPUS DR R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK CAMPUS DR 3 CAMPUS DR FROM STA 14+35.00 TO STA 32+75.00 QUAIL ST MA T C H L I N E S T A 2 3 + 6 2 . 0 0 SE E B E L O W L E F T MA T C H L I N E S T A 2 3 + 6 2 . 0 0 SE E A B O V E R I G H T BRISTOL ST. N MA T C H L I N E S T A 3 2 + 7 5 . 0 0 SE E S H E E T 4 CONSTRUCTION NOTESCONSTRUCTION NOTES R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK DOVE ST CAMPUS DR 4 CAMPUS DR FROM STA 32+75.00 TO STA 51+50.00 CAMPUS DR MA T C H L I N E S T A 5 1 + 5 0 . 0 0 SE E S H E E T 5 MA T C H L I N E S T A 4 2 + 0 0 . 0 0 SE E B E L O W L E F T MA T C H L I N E S T A 3 2 + 7 5 . 0 0 SE E S H E E T 3 MA T C H L I N E S T A 4 2 + 0 0 . 0 0 SE E A B O V E R I G H T CONSTRUCTION NOTESCONSTRUCTION NOTES R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK M A C A R T H U R B L V D CAMPUS DR 5 CAMPUS DR FROM STA 51+50.00 TO STA 59+80.00 AIRPORT WAY M A C A R T H U R B L V D M A T C H L I N E S T A 5 1 + 5 0 . 0 0 S E E S H E E T 4 CONSTRUCTION NOTESCONSTRUCTION NOTES SAWCUT & J O I N SAW C U T & J O I N SAW C U T & J O I N ---------------------. 46SF 14 ---____ .... --------- _.- • CURB (TYP) l "' st-io STA 56+25.00 BEG 4" GRIND/OVERLAY ---------- • 10 SCALE 1 " = 40' 0 40 80 120 . .., (REF. DWG. NO. TRl-3201) , , , , CD PROTECT IN PLACE 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT ® COMPLETE VARIABLE THICKNESS COLDMILLING EXISTING AC PAVEMENT PER DETAIL ON SHEET 2 ® CONSTRUCT MINIMUM 2-IN ARHM OVERLAY 0 COMPLETE 4-IN COLDMILLING EXISTING AC PAVEMENT ® CONSTRUCT VARIABLE DEPTH ASPHALT LEVELING COURSE ® UTILITY BOX/MANHOLE TO BE ADJUSTED TO GRADE BY OTHERS 10 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD 181-L (A-D) @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L 20 REPLACE EXIST. TRAFFIC LOOPS AS SHOWN PER CAL TRANS STD. PLAN ES-SA, ES-5B (TYPE E, MODIFIED TYPE E, AND 3'X6' TYPE D PER DETAIL ON SHEET 2). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. LEGEND ~ :· 4" PAVEMENT GRIND & OVERLAY 2" PAVEMENT GRIND AND OVERLAY O" -2" EDGE GRIND TRAFFIC SIGNAL TYPE E LOOP TRAFFIC SIGNAL MODIFIED TYPE E LOOP TRAFFIC SIGNAL 3'X6' TYPE D BIKE LOOP / _-y----::;::~~ ~~ ,( // // ,,'/~ '/ // // ,;,- RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E D. st- N L{) -::::.. 0 ~ ,.... 0 "' :. "O 0 w U1 5 w O:'. I U1 I N sj- 0 <O I O:'. / 0 w U1 5 w O:'. / O:'. 0 U1 ::::, Q_ :a <( u / U1 f--_J ::::, m I U1 r----r------,--------------------,-----,---------...... ----------,--------------------------------1<( CAMPUS DR, SAN JOAQUIN HILLS RD, SAN MIGUEL DR STREET OVERLAY g: REVIEWED: ANDY TRAN, RCE 63670 SENIOR CIVIL ENGINEER ~ .,, "' a, ;3- a, ~ ~ / 1------..-----+----------------------...... ---------100 DESIGNED: DRAWN: FTT FTT ~ a, "' 1-----------1::::, CHECKED: DATE: / .__ ______________________________________________________________________________ .._N_o_._,_ __ DA_TE __ ,_D_E_s_cR_I_PT_1o_N_OF_R_Ev_1s_1o_N_s ___________ __,.__A_P_PR_o_v_E_D,__ ________ ..._ ___ -'A"-T'-'---"09'-'-"3.a.0""2""0""14'-'--_____________________ _,__sH_E_E_T ___ o_F __ _.u R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK 6 SAN JOAQUIN HILLS RD FROM MARGUERITE AVE TO STA 128+50.00 MARGUERITE AVE SAN JOAQUIN HILLS RD SAN JOAQUIN HILLS RD MA T C H L I N E S T A 1 1 9 + 0 0 . 0 0 SE E B E L O W L E F T MA T C H L I N E S T A 1 1 9 + 0 0 . 0 0 SE E A B O V E R I G H T MA T C H L I N E S T A 1 2 8 + 5 0 . 0 0 SE E S H E E T 7 CONSTRUCTION NOTESCONSTRUCTION NOTES S1REET CL INT. 110+00.00 SAN JOAQUIN HILLS RD = 10+00.00 MARGUERITE AVF. ;,., ...., 1 N ,,., I ,' ,> 1_0_LF _:-.----- N 51LF C&G ~ Q;)1oosF ct]S/W 10 10LF C&G -' I a • 10'x2' 18 PARKWAY LAND & IRRIGA TJ.ON SYS P) 15SF 14 s/w 14 240SF S/W 3 11LF C&G ---------------------~ 17LF &G 4 6 ,101 2 , I NDSCAPE AND .,.. ~:-,...,Sz:_Y.::_STEM (TYP) -~ v 'X3' ---------------------· --- , . 55' @ .• N ,,., ;,., ...., 1 PROTECT I P ACE G) SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER (8-IN CF) PER CNB STD-182-L 3 SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "c" PCC CURB & GUTTER PER CNB STD-183-L © COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT 6 CONSTRUCT MINIMUM 2-IN ARHM OVERLAY 7 COMPLETE 4-IN COLDMILLING EXISTING AC PAVEMENT ® CONSTRUC URSE @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ REMOVE AND REPLACE WITH NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L 13 REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ PRUNE TREE ROOT AND INSTALL ROOT BARRIE REMOVE EXIST. SIGN, STORE AND REINSTALL AS DIRECTED BY ENGINEER IN THE FIELD REMOVE EXIST. AND CONSTRUCT 4-IN THICK STAMPED CONCRETE MEDIAN PA~NG IN-KIND 19 REMOVE AND REPLACE TRAFFIC SIGNAL PULL BOX AND COVER TO GR P R CNB STD-204-L @ REPLACE EXIST. TRAFFIC LOOPS AS SHOWN PER CAL TRANS STD. PLAN ES-5A, ES-5B (TYPE E, MODIFIED TYPE E, AND 3'X6' TYPE D PER DETAIL ON SHEET 2). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. @ REMOVE AND REPLACE WITH NEW SURVEY MONUMENT BOX AND COVER TO GRADE PER CNB STD-116-L LEGEND ~ 4" PAVEMENT GRIND & OVERLAY ~ STAMPED CONCRETE I ·'I CONCRETE SIDEWALK Q 1RAFFIC SIGNAL TYPE E LOOP 0 l12l 1RAFFIC SIGNAL MODIFIED TYPE E LOOP 1RAFFIC SIGNAL 3'X6' TYPE D BIKE LOOP RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E n_ tO N en :. u 0 w U1 5 w D:'.I U1 I N .... 0 tO I D:'. / 0 w U1 5 w D:'. / D:'. 0 U1 ::::, (l_ ::;; <( u / U1 f-_J ::::, m ~(R:'._:E!.F-:.,_D~W'.'.:G::_, ~N~O-:.,_TR~l-::.7:_:2'.'.;47'.2_) ________________ -,------,--------~::::::::::::::::::::::::::::::::::::~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. ____ ---1';21 CAMPUS DR, SAN JOAQUIN HILLS RD, SAN MIGUEL DR STREET OVERLAY g: SCALE 1 " = 40' 0 40 80 120 REVIEWED: ANDY TRAN, RCE 63670 SENIOR CIVIL ENGINEER ~ .,, en " ;3- " ~ ~ / 1------..-----+----------------------..----------100 DESIGNED: DRAWN: FTT FTT ~ " en t----------1:::J CHECKED: DATE: / .__ ______________________________________________________________________________ .._N_o_._,_ __ DA_TE __ ,__D_E_s_cR_I_PT_1o_N_OF_R_Ev_1s_1o_N_s ___________ ...._A_P_PR_o_v_E_D,___ ________ _._ ___ -'A-'-T"'----"09'-'-"3-'-0""2""0-'-14'-'--_____________________ _,__sH_E_E_T ___ o_F __ _.u R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK 7 SAN JOAQUIN HILLS RD FROM STA 128+50.00 TO SPYGLASS HILL RD SPYGLASS HILL RD SAN JOAQUIN HILLS RD MA T C H L I N E S T A 1 2 8 + 5 0 . 0 0 SE E S H E E T 6 CONSTRUCTION NOTESCONSTRUCTION NOTES 10'x11' 14 ------ 4 6 MEDIAN LANDSCAPE AND IRRIGATION SYSTEM (TYP)I SCALE 1'' = 40' 0 40 80 120 STREET CL INT. 137+50.41 SAN JOAQUIN HILLS RD, o+o·o.oo SPYG~S5.J;ill.L...BD ' I • 4 6 ~-SHUT OFF VAL VE I ~ I • 4 6 • I ' I ' 0 PROTECT IN PLACE 0 SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER (8-IN CF) PER CNB STD-182-L 0 SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "C" PCC CURB & GUTTER PER CNB STD-183-L 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT 6 CONSTRUCT MINIMUM 2-IN AR M O A (j) COMPLETE 4-IN COLDMILLING EXISTING AC PAVEMENT 8 CONSTRUCT VARIABLE DEPTIH ASPHALT LEVELING COURSE ® UTILITY BOX/MANHOLE TO BE ADJUSTED TO GRADE BY OTHERS @) ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L ® REMOVE AND REPLACE WITH NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN 14 REMOVE EXIST. AND CONSTRUCT 4-IN TIHICK PCC SIDEWALK PER CNB STD-180-L @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER 17 REMOVE EXIST. SIGN, STORE AND REINSTALL AS DIRECTED BY ENGINEER IN TIHE FIELD REMOVE EXIST. AND CONSTRUCT 4-IN TIHICK STAMPED CONCRETE MEDIAN PAVING IN-KIND REMOVE AND REPLACE TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE PER CNB STD-204-L PLACE EXIST. TRAFFIC LOOPS AS SHOWN PER CALTRANS STD. PLAN ES-5A, ES-5B TYPE E, MODIFIED TYPE E, AND 3'X6' TYPE D PER DETAIL ON SHEET 2). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY TIHE ENGINEER . @ REMOVE AND REPLACE WITIH NEW SURVEY MONUMENT BOX AND COVER TO GRADE PER CNB STD-116-L LEGEND ~ 4" PAVEMENT GRIND & OVERLAY Blllllrll STAMPED CONCRETE t :'I CONCRETE SIDEWALK Q TRAFFIC SIGNAL TYPE E LOOP IS) TRAFFIC SIGNAL MODIFIED TYPE E LOOP □ TRAFFIC SIGNAL 3'X6' TYPE D BIKE LOOP RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. E 0. r--- N I[) '-0 ~ r--- 0 "' 3: ,:, 0 w (f) > w "'1 (f) I N -sj- 0 CD I ~ 0 w (f) > w ~ a:: 0 (f) ::::, 0. :,a <( u / ~ ..J ::::, ml J(R:;:E::_F-~DW~G::_. ~N:::□:.._-~TR~l-:.:.7~2~47~) __________________________ _:=:~=:=:=:=:=:=:=:=:~=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:::... _____ _J ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: / CAMPUS DR, SAN JOAQUIN HILLS RD, SAN MIGUEL DR STREET OVERLAY g- ~ -"'-{/) Q) '.3- Q) ANDY TRAN, RCE 63670 ::;'. SENIOR CIVIL ENGINEER ? 1------.-----+-----------------------,----------1{/) DESIGNED: DRAWN: ~ {/) 1----------1::::, DATE: / FTT FTT CHECKED: AT 09 30 2014 SHEET OF u '----------------------------------------------------------------------------------'---'-------'----------------------'-----'----------....L.-----'-"--'----';.:;....::..::.,;..=.'-'-'-----------------------'----------' R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK 8 SAN MIGUEL RD FROM MAC ARTHUR BLVD TO SAN JOAQUIN HILLS RD MACARTHUR BLVD SAN MIGUEL DR SAN MIGUEL DR MA T C H L I N E S T A 1 7 + 0 0 . 0 0 SE E B E L O W L E F T MA T C H L I N E S T A 1 7 + 0 0 . 0 0 SE E A B O V E R I G H T CONSTRUCTION NOTESCONSTRUCTION NOTES SAN JOAQUIN HILLS RD HARBOR POINT D R . STREET CL INT. 10+00.00 SAN MIGUEL DR. = 129+50.32 MACARTHUR BLVD. -.~_ " ~ . .,,.,__ ·-,~- .; ,, ·-,--- C&G 1 4 6 11 1 -a SCALE 1" = 40' 0 40 80 120 STREET CL INT. 23+97.00 SAN MIGUEL DR. CD PROTECT IN PLACE G) SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "A" PCC CURB & GUTTER (8-IN CF) PER CNB STD-182-L 0 SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "c" PCC CURB & GUTTER PER CNB STD-183-L © COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT ® CONSTRUCT MINIMUM 2-IN ARHM OVERLAY @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ REMOVE AND REPLACE WITH NEW WATER VAL VE BOX AND COVER TO GRADE PER CNB STD-511-L @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUNCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD 181-L (A-D) @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REMOVE EXIST. SIGN, STORE AND REINSTALL AS DIRECTED BY ENGINEER IN THE FIELD @ REPLACE EXIST. TRAFFIC LOOPS AS SHOWN PER CALTRANS STD. PLAN ES-SA, ES-5B (TYPE E, MODIFIED TYPE E, AND 3'X6' TYPE D PER DETAIL ON SHEET 2). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. @ SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE "B" PCC CURB PER CNB STD-182-L @ REMOVE AND REPLACE WITH NEW SURVEY MONUMENT BOX AND COVER TO GRADE PER CNB STD-116-L LEGEND m 2" PAVEMENT GRIND AND OVERLAY Q TRAFFIC SIGNAL TYPE E LOOP (S) TRAFFIC SIGNAL MODIFIED TYPE E LOOP = 84+88.84 SAN JOAQUIN HILLS RD. li'2l TRAFFIC SIGNAL 3'X6' TYPE D BIKE LOOP RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may have been incorporated into these plans as a result. While this nor for E n_ Ol N "' ;: "O 0 w U1 5 w "'1 U1 I N ... D <D I ~ 0 w U1 5 w "' / 0:: 0 U1 :::) (l._ ::a <( ;;, ~ _J :::) a:il 1(,R'.:.'.E::.'.F.:.. • ..'.;D~W:'.'..G:.... :NO:'.:S::._TR~l-:_:1_::D:::62::5::.·..'.R:.::-:.::5'.'.'.6'.::83:::-:.::s::.·..:T-=-~5'.::82:.:2:.::-:.::s'.:.) _____________________ ~:;:::=========:;:========================~--------1(1) ~ ? REVIEWED: CAMPUS DR, SAN JOAQUIN HILLS RD, SAN MIGUEL DR STREET OVERLAY g- ~ -"' "' "' 0 / "' ANDY TRAN, RCE 63670 ~ ~ SENIOR CIVIL ENGINEER / 1------------+-----------------------------------1~ DESIGNED: DRAWN: FTT FTT ~ "' "' 1---------t~ CHECKED: DATE: / ~------------------------------------------------------------------------------~N_□_-~ __ DA_TE __ ~D_E_s_cR_I_PT_1o_N_OF_R_Ev_1s_1o_N_s ___________ ~A_P_PR_o_v_E_D~--------~----A~T~~09~3~0~2=0~14~---------------------~-SH_E_E_T ___ o_F __ ~u CAMPUS DR R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK CAMPUS DR DOVE ST 9 CAMPUS DR MA T C H L I N E S T A 4 2 + 0 0 . 0 0 SE E S H E E T 1 0 MA T C H L I N E S T A 3 2 + 7 5 . 0 0 SE E A B O V E M I D D L E R I G H T QUAIL ST MA T C H L I N E S T A 2 3 + 7 0 . 0 0 SE E B E L O W M I D D L E L E F T MA T C H L I N E S T A 2 3 + 7 0 . 0 0 SE E A B O V E R I G H T BRISTOL ST. N MA T C H L I N E S T A 3 2 + 7 5 . 0 0 SE E B E L O W L E F T CONSTRUCTION NOTES FROM STA 14+35.00 TO STA 42+00.00 CAMPUS DR SIGNING & STRIPING PLAN FOR STRIPING GENERAL NOTES R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK CAMPUS DR M A C A R T H U R B L V D CAMPUS DR 10 AIRPORT WAY MA T C H L I N E S T A 5 1 + 5 0 . 0 0 SE E S H E E T 5 MA T C H L I N E S T A 4 2 + 0 0 . 0 0 SE E S H E E T 9 M A C A R T H U R B L V D M A T C H L I N E S T A 5 1 + 5 0 . 0 0 S E E A B O V E R I G H T END S T R I P I N G FROM STA 42+00.00 TO STA 59+97.50 CAMPUS DR SIGNING & STRIPING PLAN FOR CONSTRUCTION NOTES STRIPING GENERAL NOTES R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK 11 MARGUE R I T E A V E SAN JOAQUIN HILLS RD SPYGLASS HILL RD SAN JOAQUIN HILLS RD SAN JOAQUIN HILLS RD MA T C H L I N E S T A 1 1 9 + 0 0 . 0 0 SE E B E L O W M I D D L E L E F T MA T C H L I N E S T A 1 1 9 + 0 0 . 0 0 SE E A B O V E R I G H T MA T C H L I N E S T A 1 3 0 + 0 0 . 0 0 SE E A B O V E M I D D L E R I G H T MA T C H L I N E S T A 1 3 0 + 0 0 . 0 0 SE E B E L O W L E F T FROM STA 109+50.00 TO STA 143+00.00 SAN JOAQUIN HILLS RD SIGNING & STRIPING PLAN FOR CONSTRUCTION NOTES STRIPING GENERAL NOTES TYP 43 0 / , / / -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------=-===~ • "' 38 32 31 : R81 (CA) ON EX. SL SI I -:•' ~ +co ' ,. _/_ a / / / / / \j L __ C l -------~-l-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------·-~ 38 38 32 ('J ---------¼ ------------------------ 00 --==,:_=------=---====--------------=,,------------=-- -------- ('\J ------------('J -------------------------- 32 31 TYP 43 31 TYP 43 ro H~r'i _:==::-::==--=r==--=--=---=--=--=--=-~,F;,:,i:1,c''~'='(,:c=::,,f,~1 t:t7============yc==--i'.~:-~ __ ,:: ~--~ :~_ - ~ -------- 32 31 Ii II ii i,\ ., I --------~ (REF. DWG. NOS. T-5389-S, R-5203-S) 32 / __ ----------------------· ----- 38 31 TYP 43 1. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 2. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2010 EDITION. 3. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 4. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL CROSSWALK AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 5. REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 6. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. 7. PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE ENGINEER 8. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. CD PROTECT IN PLACE @ INSTALL 4" DASHED WHITE LINE WITH 50' SOLID END SECTIONS PER CALTRANS DETAIL 9 @ INSTALL 6" WHITE BIKE LANE LINE PER CALTRANS DETAIL 39 @ INSTALL 6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL 39A @ INSTALL 8" WHITE LINE PER CALTRANS DETAIL 38A @ INSTALL 12" WHITE CROSSWALK OR LIMIT LINE PER CALTRANS STD. A24E. ® INSTALL PAVEMENT LEGEND TYPE IV PAVEMENT ARROW ((R) RIGHT, (L) LEFT) @ INSTALL BIKE LANE LEGEND AS SHOWN @ INSTALL TYPE "H" MARKER PER CALTRANS DETAIL 26 @ INSTALL 6-INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 100 FOOT INTERVALS CROSS HATCH STRIPES ® REMOVE EXIST. PAVEMENT DELINEATION ® INSTALL SIGN WITH NEW POST, DESIGNATION PER CALTRANS "UNIFORM SIGN CHART" OR DETAIL ON SHEET 9, UNLESS NOTED OTHERl'l1SE <O <O ------------------------------- -----to") -----------;.., - RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E 0 st LO "' "' ;: "O 0 w "' 5 w "'1 "' I N st 0 <D I ~ 0 w "' 5 w "' / 0:: 0 "' :::) (l_ ::a <( ;;, ~ _J :::) a:il "' 1 ~----------------------------------------~----------~----------------------------------15 REVIEWED: CAMPUS DR, SAN JOAQUIN HILLS RD, SAN MIGUEL DR STREET OVERLAY g--~ SCALE 1" = 40' ~ "" "' "' 0 / "' ANDY TRAN, RCE 63670 ~ ~ SENIOR CIVIL ENGINEER / 1-------------------------------------------1~ 3/19/15 ADD 2' BUFFERED BIKE LANES DESIGNED: FTT DRAWN: FTT ~ 0 40 80 120 1---------t3- ~==============================================================================~N_o_. ~=-DA_TE==~D_E_s_cR_I_PT_1o_N=OF=R_Ev_1s_1o_N_S===========~A_P_PR_o_v_E_D ~========~C-HE_c_K_ED_:=A~T~D-A~b~~: ~3~0~2=0~14~=====================~-SH_E_E_T==-o_F==~u R-6042-S 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5582 THAN TRAN FRANK 12 SAN MIGUEL DR S A N J O A Q U I N H I L L S R D MA C A R T H U R B L V D FROM MAC ARTHUR BLVD TO SAN JOAQUIN HILLS RD SAN MIGUEL DR SIGNING & STRIPING PLAN FOR HARBOR POINT D R . CONSTRUCTION NOTES STRIPING GENERAL NOTES 1 -a SCALE 1 " = 40' 0 40 80 120 (REF. DWG. NOS. TRl-10625, R-5683-S, T-5822-S) 1. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 2. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2010 EDITION. 3. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 4. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL CROSSWALK AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHER\\1SE. 5. REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT V.,TH GLASS REFLECTIVE FACES. 6. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. 7. PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE ENGINEER 8. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTHERWISE NOTED. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. CD PROTECT IN PLACE @ INSTALL 4" DASHED WHITE LINE V.,TH 50' SOLID END SECTIONS PER CAL TRANS DETAIL 9 @ INSTALL 6" WHITE BIKE LANE LINE PER CALTRANS DETAIL 39 @ INSTALL 6" WHITE BIKE LANE INTERSECTION LINE PER CALTRANS DETAIL 39A @ INSTALL 8" WHITE LINE WITH TYPE "G" MARKER PER CAL TRANS DETAIL 38 @ INSTALL 12" WHITE CROSSWALK OR LIMIT LINE PER CAL TRANS STD. A24E. ® INSTALL PAVEMENT LEGEND TYPE IV PAVEMENT ARROW ((R) RIGHT, (L) LEFT) @ INSTALL BIKE LANE LEGEND AS SHOWN @ INSTALL 12" WHITE STOP BAR AND "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D @ INSTALL 6-INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 100 FOOT INTERVALS CROSS HATCH STRIPES i " I I RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, errors or omissions which may have been incorporated into these plans os a result. While this nor for E 0. 0 0 N "' ,: l:l 0 w C/1 5 w 0:: I C/1 I N ... 0 "' I ~ 0 w C/1 5 w 0:: ./ 0:: 0 C/1 :::) (l_ :::, <( ;;- ~ _J :::) OJI C/1 --~-----~----------------------~--------------------------------------------------------------..... 5 REVIEWED: CAMPUS DR, SAN JOAQUIN HILLS RD, SAN MIGUEL DR STREET OVERLAY g- ~ -" "' "' 0 ./ "' ANDY TRAN, RCE 63670 ~ ~ SENIOR CIVIL ENGINEER / 1------------1--------------------------~---------1~ DESIGNED: DRAWN: FTT FTT ~ "' "' 1----------t~ CHECKED: DATE: / ~------------------------------------------------------------------------------~N_D_-~ __ DA_TE __ ~D_E_s_cR_I_PT_1o_N_OF_R_Ev_1s_1o_N_s ___________ ~A_P_PR_o_v_E_D~--------~----A~T~~09~3~0~2~0~14~---------------------~-SH_E_E_T ___ o_F __ ~u