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HomeMy WebLinkAboutR_6072_SCITY OF COSTA MESA PROJECT LOCATION TOPOGRAPHICAL LEGEND -er0 POWER POLE SEWER CLEAN OUT SEWER MAN HOLE STORM DRAIN MANHOLE FIRE HYDRANT 0 WATER METER ,;;;;1 PULL BOX *--o STREET LIGHT '" WATER VALVE Ee-·· GUY WIRE u SURVEY MONUMENT ····,·····SIGN 11:J' IRRIGATION CONTROL VALVE 1/) CORING LOCATION CD ELECTRICAL MANHOLE y --1 BUILDING'tL.L /L/// " EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE CITY BOUNDARY � SILT FENCE CONCRETE BARRIER ····"·····O·· -FENCE!ll!lllL .. 11!111!!! Jllllllll BLOCKWALL UTILITY LINE LEGEND ····· · ·· --ss.. SEWER LINE----···· -· --w-WATER LINE-· --· --�--GAS LINE-----<-· ELECTRICAL LINE--... ·· --· -r-TELEPHONE LINE--------ro, ••· TRAFFIC SIGNAL-------w ... CABLEVISION LINE-----<RR -SPRINKLER SYSTEM VICINITY MAP NOT TO SCALE C' 1'{,,,() "'s O,p CITY OF IRVINE / ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE MAX MAXIMUM ARV AIR RELIEF VALVE MED MEDIAN ACP ASBESTOS CEMENT PIPE MH MANHOLE AC ASPHALT CONCRETE MJ MECHANICAL JOINT AGU ABOVE GROUND UTILITY MIN MINIMUM BC BEGIN CURVE MOC MIDDLE OF CURVE BCR BEGIN CURVE RETURN MON MONUMENT BFP BACKFLOW PREVENTOR MOVC MIDDLE OF VERTICAL CURVE BK BACK NG NA TUR AL GROUND BVC BEGIN VERTICAL CURVE N NORTH BLK BLOCK NGB NEW GRADE BREAK {SEE PVMT LEGEND) BOL SOULARD NTS NOT TO SCALE CATV CABLE TV NO NUMBER Cl CAST IRON OG ORIGINAL GROUND li.,C/L CENTERLINE PKM PARKING METER CB CATCH BASIN (Pl PROPOSED CCM CITY OF COSTA MESA CNB CITY OF NEWPORT BEACH PPB PEDESTRIAN PUSH BUTION CF CURB FACE PE PLAIN END CL CLASS PCC PORTLAND CEMENT CONCRETE CLR CLEAR PROP PROPOSED CLSM CONTROLLED LOW PB PULL BOX STRENGTH MA TERI AL PUE PUBLIC UTILITY EASEMENT CONG CONCRETE RCP REINFORCED CONCRETE PIPE C&G CURB AND GUTTER RET RETAINING ow DOMESTIC WATER RT RIGHT (E)EXISTING R/W RIGHT OF WAY E EAST /ELECTRIC SCH SCHEDULE EC END CURVE S,SS SEWER ECR END CURVE RETURN sco SEWER CLEANOUT EG EDGE OF GUTTER SD STORM DRAIN ELEC ELECTRICAL SL STREET LIGHT EVC END VERTICAL CURVE SSMH SEWER MANHOLE EXIST EXISTING SHT SHEET FE FLANGED END SW SIDEWALK FG FINISHED GROUND s SOUTH FH FIRE HYDRANT SCE SOUTHERN CALIFORNIA EDISON FL FLOW LINE SQ SQUARE FLG FLANGE STL STEEL FM FORCE MAIN TC TOP OF CURB FW FORWARD TCE TEMPORARY CONSTRUCTION EASEMENT G GAS TELE, T TELEPHONE GV GAS VALVE TF TOP OF FOOTING GB GRADE BREAK TS TRAFFIC SIGNAL GE GROOVED END TSP TRAFFIC SIGNAL POLE ICY IRRIGATION CONTROL VALVE TW TOP OF WALL INST NO INSTRUMENT NUMBER UGU UNDERGROUND UTILITY INV INVERT w WEST/WATER IP&T IRON PIPE AND TAG W/ WITH LT LEFT WM WATER METER PAVEMENT LEGEND DETAIL LEGEND SEE SHEET 2 � """ '"'"" SHEET NUMBER EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (VERIFICATION) (714) 634-5091 SOUTHERN CALIFORNIA GAS COMPANY (TRANSMISSION) (818) 701-4546 SOUTHERN CALIFORN,A EDISON COMPANY (714) 895-0292 AT&T (FACILITIES MAPPING) (714) 666-5467 AT&T (VERIFICATION) (714) 237-6075 PUBLIC WORKS DEPARTMENT I Ir v1 I� IRVINE AVENUE PAVEMENT REHABILITATION FROM 16TH STREET TO SANTIAGO DRIVE (22ND STREET) CONTRACT NO. 8515-2 PROJECT NO. 17R21 I' r I APPROVED: _<D__i..,c-,:.,/J"""J"""---"A'---.�},a.�=-=--------/ /· l4DATE: => -{7) - DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR OJEVIC, P.E., DEPUTY PWD / CITY ENGINEER CITY BOUNDARY I ! I , ·--' LOCATION MAP NOT TO SCALE 1 TITLE SHEET 2 INDEX MAP 3-4 TYPICAL SECTIONS 5 DETAIL SHEET 5 STREET PLAN -15TH STREET TO STA. 40+00 7 STREET PLAN - STA. 40+00 TO STA. 50+00 APPROVAL RECOMMENDED: B STREET PLAN - STA. 50+00 TO STA. 59+00 9 STREET PLAN -STA. 59+00 TO STA. 59+00 • �-�.. 10 STREET PLAN -STA. 69+00 TO STA. 79+00 BAL TAZA MEJIA RCE 50330 11 STREET PLAN -STA. 79+00 TO STA. 89+00 DATE: S:-/?-/? n::: o: a: <( '""" .... °' c=z<?s: . {! I I\ !j I I I , , ,< , , ,,I ( ,..---...L-/ RECORD DRAWINGS These Record Drawings have been prepared baaed on Tnformatlon submitted, In part. by others. While this Information is balleved to be reliable, City of Newport Beach I& not respantfbl• for Its accLKocy, nor for errors or omissions whlch may have been Incorporated Into thet• plan• os o rHult. SHEET INDEX 15 STREET PLAN -HOLIDAY ROAD 16 STREET PLAN -DESIGN DETAILS 17 STREET PLAN -DESIGN DETAILS 18 CITY OF COSTA MESA AND SPPWC DETAIL SHEET 19 DRAINAGE PLAN SHEET 20 SIGNING AND STRIPING, ANO LOOP REPLACEMENT PLAN 16TH STREET TO STA. 50+50 21 SIGNING AND STRIPING, AND LOOP REPLACEMENT PLAN -STA. 50+50 TO STA. 59+00 22 SIGNING AND STRIPING, AND LOOP REPLACEMENT PLAN -STA. 69+00 TO STA. 89+00 GENERAL NOTES 1.ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'SSTANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PR0"1SIONS.2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUALLOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION3.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTEDOTHERWISE.4.P.C.C. SHALL BE CLASS 560-C-32505.CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES)FRAMES ANO COVERS TD FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS.6.PROPOSED PAVEMENT ANO CURB ANO GUTTER SHALL JOIN AND MATCH LINE ANO 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 PLACERESPONSIBILITY 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 ASTHOUGH 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. 9.SEE ADDITIONAL NOTES TO CONTRACTOR ON SHEET 3. CONSTRUCTION NOTES 0)COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM!.® COLD MILL EXISTING PAVEMENT TO A DEPTH OF 4-INCHES (MINIMUM!0 CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELINGCOURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. 0 REMOVE EXISTING IMPROVEMENTS AND RECONSTRUCT EXISTING ACOVER AB PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. 0 REM0\1£ AND REPLACE DRIVEWAY CURB AND GUTTER PER DETAIL 1 ON SHEET 5. ® REMOVE AND RECONSTRUCT PORTION OF 6" THICK PCC DRIVEWAY OVER 6" THICK CMS TO MATCH EXISTING. (j) REMOVE EXISTING IMPROVEMENTS ANO CONSTRUCT 6" CF (OR VARIABLE) PCC CURB ANO GUTTER (TYPE A -MODIFIED) PER CNB DWG. NO. STID-182-L. MODIFY GUTTER 1110TH TO 18" AND GUTTER DEPTH TO 1.5". ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L ® PR0"1DE PAVEMENT SECTION AND SUBGRADE REPAIR AT EXISTINGDEWATERING WELL LOCATION PER DETAIL 4 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC RESIDENTIAL DRIVEWAY APPROACH TYPE I OVER 6" THICK CM8 PER CCM SID. DWG. NO. 513 ON SHEET 18. @ CONSTRUCT SURFACE MOUNTED TRUNCATED DOMES PER DOME SIZE AND PATTERN SHOWN ON CNS DWG. NO. STD-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC RESIDENTIAL DRIVEWAY APPROACH TYPE I OVER 6" THICK CMB PER CNB DWG. NO. STD-162-L @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC COMMERCIAL DRIVEWAY APPROACH TYPE II OVER 6" THICK CMS PER CCM STD. DWG. NO. 514 ON SHEET 18. @ REMOVE AND REPAIR IMPACTED LANDSCAPING AND IRRIGATION TO MATCH EXISTING. @ CONSTRUCT 1.5" THICK ARHM OVER 2.5" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. @ RELOCATE EXISTING AIR AND VACUUM VALVE ASSEf.ABLY PER MWD STD. DWG. NO. 8 SHOWN ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK FULL DEPTH AC PAVEMENT OVER COMPACTED NATIVE ADJACENT TO NEW PCC IMPROVEMENTS. \\1DTH EQUALS 2-FEET UNLESS OTHERWISE SHOWN. @ REMOVE AND RECONSTRUCT PARKWAY DRAIN PER CNB DWG. NO. STID-319-L 1s�2·1 REMOVE AND RECONSTRUCT ADJACENT PARKING LOT IMPROVEMENTS AS REQUIRED. MAINTAIN EXISTING GRADE OF DRAIN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB ADJACENT TO CURB RAMP WITHIN EXISTING CROSS GUTIER PER DETAIL 2 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE) PCC CURB AND GUffiR (TYPE A -18" GUTTER \\1DTHl PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. @ REM0\1£ EXISTING lfJPROVEMENTS AND CONSTRUCT B" CF IOR VARIABLE) PCC CURB AND GUffiR (TYPE A -36" GU ffiR \\1THI PER CNS DWG. NO. ST0-182-L. RECONSTRUCT ADJACENT PA\1£MENT SECTION PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF !OR VARIABLE) PCC CURB AND GUTTER (TYPE Al PER CNB DWG. NO. STD-162-L. RECONSTRUCT ADJACENT PA\1£MENT SECTION PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF !OR VARIABLE) PCC CURB AND GUillR (TYPE A) PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PA\1£MENT SECTION PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8 • THICK PCC CROSS GUillR OVER 6" THICK CMB PER CNB DWG. NO. STD-185-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Al PER CNB DWG. NO. ST0-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Bl PER CNB DWG. NO. ST0-181-L ON SHEET 18. @ REMOVE EXISTING IMPR0\1£MENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJJINING SIDEWALK (CASE Fl P£R CNS DWG. NO. ST0-181-L ON SHEET 18. @ REM0\1£ EXISTING IMPROVEMENTS AND CONSTRUCT 4 • lHICK PCC CURB RAMP ANDADJOINING SIDEWALK ICASE Gl PER CNS DWG. NO. ST0-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND INSTALL NEW LANDSCAPINGAND IRRIGATION SYSTEM TO MATCH ADJACENT THEME AND EQUIPMENT. CONNECT IRRIGATION TO PRIVATE IRRIGATION SYSTEM. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC ALLEY INTERSECTION OVER 6" THICK CMB PER SPPWC 130-2 ON SHEET 18. ® CONSTRUCT 5• THICK PCC LONGITUDINAL GUffiR 0\1£R 6" THICK CMB TO MATCH FXISTING. lRAflSITION GUffiR DEPTH TO MATCH SACK OF SIDEWALK. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF IOR VARIABLE) PCC CURB AND GUTTER (TYPE Cl PER CNB DWG. NO. STD-183-L. REC ONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC LOCAL DEPRESSION PER CNB DWG. NO. STD-304-L FLOWLINE PER PROFILE. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" COLORED AND STAMPED MEDIAN PCC TO MATCH EXISTING. @ REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW 8-FOOTWIDE ADA COMPLIANT GUTTER PAN ANO ADJACENT PAVEMENT PER PER CNB DWG. NO. STD-181-L ON SHEET 1 B !REFER TO NOTE #9) AND DETAIL 3 ON SHEET 5. TRANSITION TO STANDARD GUillR PAN SLOPE OVER 5-FEET ON BOTH SIDES. MAINTAIN EXISTING CUR8 ii��INS. @ ROOT PRUNE EXISTING TREE AND INSTALL ROOT BARRIER PER SPPWC STD. PLAN NO 523-2 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CATCH BASIN PERCNB DWG. NO. STD-305-L IW=3.5', T=8"). @ REMOVE EXISTING AND CONSTRUCT JUNCTION STRUCTURE PER OCPW STD. PLAN 340-2-0C PLAN SHOWN ON SHEET 19. A�BO' 38', 8=21 ", C=12", D1=D2=36". JOIN TO NEW 21" RCP AND EXISTING 36" RCP. PROVIDE 2-SACK CONCRETE SLURRY BACKFILL OVER JUNCTION STRUCTURE. @ REMOVE AND RECONSTRUCT 21" (0-1500I RCP PER CNS DWG. NO. STD-105-L -C AND STID-106-L. PROVIDE 2-SACK CONCRETE SLURRY BACKFILL OVER PIPE. ® CONSTRUCT CONCRETE COLLAR PER CNB DWG. NO. STID-313-L. SEE SIGNING AND STRIPING PLANS FOR SIGNING AND STRIPING CONSTRUCTION AND DISPOSITION NOTES DISPOSITION NOTES [£] PROTECT IN PLACE. [i] REMOVE EXISTING AND INSTALL NEW CCM SURVEY MOIJUMENT FRAMEAND COVER TO GRADE PER CCM STD. DWG. NO. 613. [I] rn []] [fil [I] II] [[] [1J [Q] ADJUST CMSD SEWER MANHOLE LID TO GRADE. ADJUST STORM DRAIN MANHOLE LID TO GRADE. REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. REMOVE EXISTING AC CURB. ADJUST CNB SEWER MANHOLE LID TO GRADE. REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. REfJOVE EXISTING AND INSTALL NEW WATER METER BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW TRAFFJC SIGNAL PULL BOX TO GRADE. REMOVE AND DISPOSE OF PLANTER. REMOVE AND DISPOSE OF TREE. O] ll]J [j3J fill [ill [?] [ill [lg] ADJUST OCSD SEWER MANHOLE LID TO GRADE. REMOVE EXISTING AND INSTALL NFIS OCPW SURVEY MONUMENT FRAME AND COVER TO GRADE PER O('cW STD. PLAN 1405. REMOVE EXISTING AND l>'�TALL NEW CNB SURVEY MONUMENT FRAME AND COVER TO GRAC� PER CNB DWG. NO. STD-116-L. ADJUST MONIT'.,RING WELL BOX TO GRADE. REMOVE EXISTING CATCH BASIN. ,EMOVE EXISTING 36" RCP ANO JOIN TO CATCH BASIN OR JUNCTION SlRUCTURE. REMOVE EXISTING 21" RCP AND JOIN TO CONCRETE COLLAR. REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX TO GRADE. UTILITY COMPANY NOTES CITY ENGINEER 12 STREET PLAN -STA. 89+00 TO STA. 99+00 23 SIGNING AND STRIPING, AND LOOP REPLACEMENT PLAN -CITY OF COSTA MESA STA. 89+00 TO STA. 109+00 13 STREET PLAN -STA. 99+00 TO STA. 109+00 CITY OF NEWPORT BEACH UTILITIES DIVISION (949) 644-3011 (949) 644-3717CHARTER COMMUNICATIONS (TWC) (714)9D3-B337 ® PROTECT IN PLACE. (D REMOVE EXISTING AND INSTALL NEW UTILITY BOX BY CHARTER ORANGE COUNTY SANITATION DISTRICT (714)593-7732 COMMUNICATIONS ITWCI. 24 SIGNING AND STRIPING, AND LOOP REPLACEMENT PLAN - 'C"i::;""" C i ' • ''' ,' .! "•'• DATE: t:J!;(t?/18 14 STREET PLAN -STA. 109+00 TO SANTIAGO DRIVE (22ND STREET) STA. 109+00 TO SANTIAGO DRIVE 122ND STREET) COSTA MESA SANITARY DISTRICT (949)548-1192 is· MESA WATER DISTRICT (949)631-1291 C-8515-2 �.L------------------,------�---------------------------....L-----,----�------------�---------.-..L---.---------�----------.1-________ r, I �--------------------------------------��" 1HE BEARINGS SHO� HEREON ARE BASED ON 1HE GRID BEARING N30'42'07"W BETWEEN o.c.s. HORIZONTAL CON1ROL STATIONS ·sAcY· AND "1RAK. A Stantec 05/18/18 TITLE SHEET �: BASIS OF BEARINGS: () DATE: APPROVAL RECOMMENDED, APPROVAL RECOMMENDED, in '. PER RECORDS ON FILE IN THE OFFICE OF 1HE ORANGE COUNTY SURVEYOR. r CALL TOLL FREE 1-800-227-2600BEFORE YOU DIG DATUM: 381ECHNOLOGYDRIVE (949)923-6000lEL DRAW��W/DML /�_.A/�-IRVINE AVENUE PAVEMENT REHABILITATION ii COORDINATES ARE BASED ON 1HE CALIFORNIA COORDINAlE SYSlEM (CCS83) ZONE vi, NAD 63 (2007.00 EPOCH ADJUSTMENT), AS PER RECORDS ON IRVINE, CA 92618 (949)923-6121 FAX ANTONY BRINc-'RCE 45521 AN�RCE 63670 FROM 16TH STREET TO SANTIAG DRIVE (22ND STREET) <' FILE IN 1HE OFFICE OF THE ORANGE COUNTY SURVEYOR. HCERVISION OF, DESIGNED: MUNICIPAL OPERATION DEPAR1MENT CITY TRAFFIC ENGINEER SENIOR Cl"1L ENGINEER �: BENCHMARK: JWW/DML f----------------------+----------,----------1 ii!: ocs BM .NBS-17-70": FOUND 3 3\4" ocs AL UMINU� BENCHMARK DISK STAMPED "N86-17-70·, SET IN THE SOUTHWEST CORNER A 4 FT. BY 7.5 FT. 5 n Iii? CHECKED, DATE·. -'"'-'-'\lr'n"--,C-1\..,,\'-'./1_..L.--DATE· . .5-Zl-18 DATE·. 5/1i/ 1'6 CITY OF NEWPORT BEAC R-6072-S � :..CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHWEST CORNER OF THE INlERSECTION OF 1Rv1NE AVENUE AND 19JH S1REET, 77.5 FTWEST -:..). /. - J, -OF THE CENTERLINE OF 1Rv1NE AND 19FT NORTH OF THE CENlERLINE OF 19TH S1REET MONUMENT IS SET FLUSH WITH 1HE TOP OF CURB. JE y W. WILKERSON R.C.E. 63466 DATE MRH/KRR • V PUBLIC WORKS DEPARTMENT SHEET 1 OF 24 z' �. L ________________ _,_ _____________________________________ J_ ________________ L_ _______ __1 ____ __L _________ .1._ _________ _1. _________ 1_ ____________________________ _1 ___ .:__-=..:...J 5 ' VAULT VENT TREE • I ! • APPROVED : ~ ~-· MARK~ --t---·--....... - I >--I <f> _ _1~ I t 1T: >-->--ro, <f> -, I r >--,.._ ' l ' I s I I / [I] APPROVAL RECOMMENDED: q ----H • 1 ' i I < 1 j 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 2 INDEX MAP INDEX MAP RECORD DRAWINGS 1- :::c C, a: ~ 0 CD < w w en I w z ::J :::c (.) I-< :::E r I I I I I I I I L 3.r-f II !s! <C w z 5 a:: "' r-- "' "' + "' "' -------20 I ~------0 -------T --©------21 ~----- I 16TH ST I r r 4 O ::....E =I wt f-Vl ' :r: f- "' -0 0 + 0 - 16TH :1 / II _, !s! 0- <C F'= w "' z ->o a:: 0 - + r--0 ~- ~ -- - -r---N - m -+ "' "' PL l -: . ± -. I IOGLE ST I ij I ±: t: =I .. ·~. - 10-8 I I _L 4 ~ :± II f- !s! Vl <C ~ w <O zO >o a:: 0 -+ -"' 0 -"' 0 "' 6 v I I 17TH ST I " T BOlJl'l)ARY-CITY OF COSTA MESA I • II ±: I::= ': . ;¥;, ~-~ II _, !s! 0- <C z 0 w f-z <O 10-7 I ·: . f.'.:: ~ $HERINGTON PL - w . -f-"'- II f- !s! Vl « F'= ... -4 w r--z,::: > a:: WESTQJFF DR a:: 0 v :r: L()lfl -----------ci 0 "' 0 + + "' 0 vv ,0 LL .,, !: • _J ou N f--f Vl i;;:~ 0 0 g 4--=-4- I 110-9 I ..L I I SHADY DR CABRLLO ST (PRIVATE) ABBIE WA y ALLEY I 18TH ST ALLEY ' II f- !s! Vl <C g w _J z a:: -(Il f.'.:: <C --U "' 0 r--0 .,, + +R N .,, :~W-J ✓' II >-J I , I CITY QF !s! ~ <C NEWPORT BEACH w ~ z (Il >« a:: ---------o r--0 0 + "' 0 0 a:, + r--.,, • I L II J !s! ~ <C _J < WO Zo > + -~~- 0 -r--+ a:, .,, I 'I /" 1-'"'-I l _ ' - I II e-10-10 11 >- !s! Vl • !s! ~ I ; ~ MARINERS DR ; : J_~~ - -_&:6 r,"')<11 m~ 0 E5 ::;: z +"' o< "' :::,; 0 0 + 0 0 <O 0 + N "' IRVINE A VENUE - MAGNOLIA ST . ·-,= «r.1 \/ 0 -. II i:-t !s! Vl < <C <C _J w a w z G z > > a:: < a:: -::s --- a:, a:, N g a:, -+ ,,, r--"' + 0 + "' N .,, "' -"' ------ ALLEY BROADWAY ALLEY 10 5 I l_ --, . 4 . -,~ ,,...,.,, • ..0 .IEr'IC 0 -.• . . -/-+ -- , >-II >-II >-w !s! ~ '5' w ::l ::l < <C 0 <C < < 0 w a w 0 0 z a:: z 0 + > (Il > + ~-a:: a:: 2 ----o ---~ a --+ --~ "' 0 "' + -+ r--a:, "' "' I- LL. w ...J ~ 0 ...J w CD w w en w ~ ...J 0 I-< :::E ® STREET PLAN 0 SIGNING AND STRIPING PLAN 150 0 GRAPHIC SCALE 150 SCALE: 1" = 150' 450 --------®-------22 @ -------, 12 23 13 T I 14 24 7 I I I I I I I I FLOWER ST ALLEY 19TH ST ALLEY COSTA MESA ST _ 10-4J CITY BOLtlDARY WALMJT PL II f-w Vl :;;: a:: ~ w z 0 5 G: a:: -o - "' 0 "' + -0 "' "' + -0 r-- 10-11 II >-II !s! w w ::l :;;: <C < w w z 0 z > 0 5 + -a:: 0 a:: r--"' -... -<Xl st " "' -+ + ;:::: "' r-- a:: 0 a:: !s! 0 0 0 0 + 0 a:, - - II >-w Vl ~~ • w "' DOVER DR z -5o a:: 0 - - - -- + ... 0 a:, "' .-: -"' + "' r-- l -J c...=la - -·· ----. ----.-.-:.--■ II Is! <« WO Zc, 5 + ~g - <O N 0 ,-: N + .,, r-- l t;; ~ <C Vl w w z:::,; >« a:: --tn -.,, 0 NU "a "' 0 + + fo N I ~ 3 I "" « w ~LINDA LN J_z _, >o ~O - m + a:, 0 , N N N N + 0 a:, These Record □rowings hove been prepored based on informolion submitted, in port, by others. While this informolion is believed lo be relioble, the City of Newport Beoch ond the design professionols who prepored the plans are not responsible for its occurocy, nor for errors or omissions which may have been incorporated into these plans as a result. I I J HOLIDAY RD I (21ST ST) riii -Wll'l)WARD I ESTHER ST 20TH ST I I i I . FRANCISCO DR LN I SANTIAGO DR (221'1) ST) l _ . I CIT fOST OF MESA I --=-le - --_ -"--------------. • TY0~-11>-w Vl B CH :;;: F'= !z! ~ HGHLAl'I) DR 5-a:: a:: _o _ - - - N 0 ... z I"") :5 co :r: + <O ~I g 6 .,, N I _L 11 o w a:: > f-""'« !z! g:J BAYCREST RD 5U a:: >--< - - - -N (Il .,, 0 • 0 8 + +"' -.,, mN IRVINE A VENUE SCALE: 1 " 150' I _l_ II Is! < f-Vl w -zN 5-a:: 0 --c:t:::-- ->-~ < io + _J 00 0 :r: -o 0 + 0 <O N r 0-14 II a:: !s! 0 ""'8 W Vl zu >z -a:::<---a:: m LL ~o mo N + +o "' r--0 N II o:: wo > «o u W Vl z-5~ "' <C -"' ,,-, LL "' -. 0 ... 0 ,,., + +,o "' r--0 N - 0 a:: <C z ;;: 50 a:: z -;;:c mo ~o m+ "' 0 +a:, :g N BORING LOG BORING AC IINl AB IINl 10-1 9-3/8 9-5/8 10-2 7-1 /2 10-1 /2 10-3 6-1 /4 • 7-3/4 10-4 5 6 10-5 8 7 10-6 6-1 /4 7-3/4 10-7 6 30 10-8 6-3/4 32+ 10-9 6-1 /2 5-1 /2 10-10 5-1 /2 8-1 /2 10-11 4-7/8 5-1 /8 10-12 7-1 /2 •• --- 10-13 8-1 /4 •• --- 10-14 9-1 /4 •• --- • FABRIC 2.5-IN BELOW SURFACE •• TOP 2-INCH IS ARHM I I _J_ II i=: ~ Vl <o wz z g: 5- a:: a:: -0 m -o ui <O N <C + f-"' z -<C -Vl g + 0 m "' _J PAVEMENT LEGEND I I 2.5-IN IMIN> COLD MILL AND OVERLAY ~ 4-IN IMIN) COLD MILL AND OVERLAY ~ PAVEMENT SECTION RECONSTRUCTION CROWN LINE~ IFS PER PROF.l _ _ _ _ CROWN LINE IFS PER PROFILE) CROWN LINE~ CROWN LINE IFS PER PLAN) _ _ IFS PER GRADES SH OWN ON PLAN l CROWN LINE ~ CROWN LINE <MATCH EX.l _ _ IFS SHALL MATCH EXISTING ELEVATIONS) GB IFS PER PLAN)~ __ GRADE BREAK IFS PER GRADES SH OWN ON PLAN l GB GRADE BREAK <MATCH EX.l ~--IFS SHALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS) GEOTECHNICAL BORING S10-7 ISEE LOCATIONS AND TABLE ON SHEET 2) ~ ~ C § I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e J, ~ .,, ~ ~ i'j -~ F -< g t-/ -----------------------------------------~-----------------------------------------------------------------------~~.,, ffi [:, () St ant ec REV1EWED: "'"' I / ~> I;; L,J :,; 38 TECHNOLOGY DRIVE (949) 923-6000 TEL t. -~ "- IRI/INE, CA 92618 {949) 923-6121 FAX < :'.? FRANK TRAN RCE 62845 "-o UNDER THE SUPERV1SION OF: CITY PROJECT MANAGER f---------------------------------1 ~ ~ 7 / (/JJ DESIGNED: DRAWN: A ~ 0 /IV~ 5/i?-/18 JWW/DML JWW/DML L!...',. 11/15/18 RECORD DRAWINGS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/l?-/18 >---------< !al!~ • .. • • 05 17 18 NO. DATE DESCRIPTION OF REVISIONS APPROVED '--------SHEET OF s:, ~-----------------------------------------------------~------------------~--------~ __ M_R_H~_R_R~--~~~-~----~--------------------~---~----------~----------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 3 TYPICAL SECTIONS RECORD DRAWINGS N'LY R/W I I I (12 ') , ) ) '- N'LY R/W I I I I I I (10 ') :--- 1 N'LY R/W I I I (10 ') :--- 6' ' BIKE ' -1, 6' ' BIKE 1 -1, CCM (46 ') (201 (30') 11 ' 11 ' 10' ' 11 ' CITY BORY I ' CNB - (16 ') 11' , 6' (81 S'LY R/W STA. 33+03.41 TO OGLE STREET (STA. 40+60.16) NTS CCM CITY CNB S'LY BORY _ R/W (20 ') 1 _______ (_4_6'_) __ I _____ I~ ,3a•i ,15•i I 11 ' 11 ' 10', 11', 11' ,6' I I • ~ ~ • e3 ::'i n , t , ' t , BiE I + :::JO..I+ ~~ ~ I oa.. ~a.. ~v--v--.v.r,.,,--.,.,,--...,,..__..,,.._ __ ,,,--,,,.,....._~ iffi I 8sE5 • a:::: (.I') Cl::; V) • c,'\11.~ u c._ :-.!JL ~ c._ -STRAIGHT GRADE I ~~Uy --_ _ 3-5% MAX I -~ I ---- 1 LJ~ I I I 134') 118 ') 6' ,3' BIKE I ffi ,l, ~ a, • • 01)' OR 0@. I ADD 'L LEVELING > COURSE REQ 'O , ' - -i-------'~'1I3' ' I -- i . I I I 26' < 1 01) OR 0@ < --- - - -J& IRVINE AVENUE OGLE STREET (STA. 40+60.16) TO STA. 44+98.19 NTS CCM 116 ') 114 ') 12' : 13' L.J GJ ~a,: 9= -...J z • o~~ ~ r<) {113)1---1 CITY BORY I CNB j (9 ') 13' t 1341 12' t - -,_ _ __,, 1 3 ' ' I IRVINE AVENUE STA. 44+98.19 TO DOVER DRIVE (STA. 73+12.84) NTS --> > 3', 6' = I BIKE ~ t al These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated int□ these plans as a result. S'LY R/W 171 ! I I I I I -..., • 7', 16.5', OR 19' , 01)oR0@ N'LY R/W 112') 118 ') 11 ' ,-J.. I 146') -- CCM (301 12' 10' i-------a---1' 1 I 3 '>------i I \._ -/ CITY BORY I CNB - I (71 [j IRVINE AVENUE 12' t DOVER DRIVE (STA. 73+12.84) TO STA. 75+91.74 NTS N'LY R/W 112 ') 7' 118 ') 6' I ~ I 136') 11 ' ,-J, I 118 ') 12' CCM CITY BORY I CNB 112') j (71 I 1---------,,---1\ 1 3,>--~ N'LY R/W 112 ') -- 136') 118') 118') IRVINE AVENUE STA. 75+91.74 TO STA. 82+16.27 NTS CCM CITY BORY I CNB 112') j 171 I 7' 6' 111' 12' I i---i-~-----+---------a I PARK 1:5 z BIKE -<( -1, "' ...J I i'.5 CL > I 8§0::: :r:~ L...Jw Ow I C (]_ f-< <-~1:2 :E~ I 1% ,------- 1 / _f EXIST._} 1% - I -a,: a. CROWN I ~~....J I ~§0 II I 1--------'---I 1 3 I I -- ' ---1- w 0::: (L -f.J ...J z t-. -:::, 0 ~ <.'.) IRVINE AVENUE 12' t 0.5% - 12' t 0.5% - STA. 82+16.27 TO HIGHLAND DRIVE/20TH STREET (STA. 86+63.42) NTS (361 11 ' t (361 11 ' (361 11 ' 6' I 7' BIKE ' PARK t > :r: w u ...J f-w < -5-,,., (7') S'LY R/W ::el!!~ GRADE --7 ~L I 6' I ]' BIKE I PARK t 6' I 7' BIKE I t > :,:W u ...J .,_ w PARK <-s ::;; l!J ~ GRADE (7') (7') I I S'LY R/W S'LY R/W N'LY R/W 110') (381 112 ') (20') 1181 CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM). 0 COLD MILL EXISTING PAVEMENT TO A DEPTH OF 4-INCHES (MINIMUM!. G) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. @ CONSTRUCT 1.5" THICK ARHM OVER 2.5" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. NOTES TO CONTRACTOR 1. EXACT LOCATIONS FOR 0 AND @PER PLAN. 2. PROPOSED AC AND PCC REPAIRS PER PLAN. VERIFY EXACT LIMITS '111TH ENGINEER IN FIELD. CONFIRM POSITIVE DRAINAGE ON GUTTER REPAIRS. 3. EXISTING PAVEMENT SECTION PER BORING LOCATIONS SHOWN ON PLAN AND BORING LOG TABLE SHOWN ON SHEET 2. 4. PAVEMENT FINISH SURFACE ELEVATIONS AND GRADES SHALL MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLAN OR PROFILE. 5. PAVEMENT GRADE BREAKS SHALL BE LOCATED ALONG PROPOSED LANE STIRIPING AS SHOWN IN THE TYPICAL SECTIONS. REFER TO SIGNING AND STRIPING PLAN FOR EXACT LOCATION OF PROPOSED LANE STIRIPING. 6. PAVEMENT LIPS ADJACENT TO GUTTERS SHALL BE AS FOLLOWS (ALSO REFER TO TYPICAL SECTIONS): IRVINE AVENUE PARKWAY CURB AND GUTTERS (TYPE Al -NO LIP CROSS GUTTIERS AND CURB RAMPS -NO LIP MEDIAN SPREAD GUTTERS (TYPE Cl -NO LIP MEDIAN CURB AND GU ITT RS (TYPE Al - 3 /8" LIP HOLIDAY ROAD PARKWAY CURB AND GUTTERS (TYPE Al -3/8" LIP CURB RAMPS -NO LIP 7. REFER TO DESIGN SECTIONS (AVAILABLE IN APPENDIX B OF SPECIFICATIONS) FOR ELEVATIONS AND GRADES THROUGHOUT PROJECT LIMITS. 8. FINISH SURFACE ELEVATIONS AND GRADES AT INTERSECTIONS SHALL MATCH EXISTING UNLESS OTHER'MSE SHOWN ON PLAN \1EW. (7') 136') 12' 11 ' 110') 6' I 7' S'LY R/W 7', 6' 12'1 13' t t BIKE I PARK t r----~ -·-,- 1 I I . I I I IRVINE AVENUE 0.5% - HIGHLAND DRIVE/20TH STREET ISTA. B6+63.42) TO STA. 92+13.B1 NTS ~ .., ! I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .., e I 5 C 0 3' ~ E j ti ti > "' ~ e 'J, ~ ,,, ~ ~ i'j -~ F -< g t-/ ~---------------------------~----------~-~----~--------------------~---~---------~~------------------------------~~,,, ffi [:, () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPER\1SION OF: (?J~ 5/11/18 JEN REY W. WILKERSON R.C.E. 63466 DATE RE\1EWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER "'"' I / ~> I;; L,J ::, :,; a. '!/ <D < ,,, a. 0 L,J 0 f-----------------------~-------~~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS I!/ 0 JWW/DML JWW/DML ~ 5/11 /18 >----------1 :~ CHECK&~~/KRR DATE:05;17 /l 8 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ ~-----------------------------------------------------~------------------~--------~---~-~--~~~-~----~--------------------~---~----------~----------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 4 TYPICAL SECTIONS RECORD DRAWINGS I I I I I (10 ') (20') 7' ' 6' 12' (381 (19 ') (181 13' (36') 12' 11 ' t t 6' I 7' BIKE ' PARK t (10') ~--' I I I I I N'LY R/W I (12 ') ' I I I I I I I ADD 'L LEVELING' COURSE REQ'D I ' > IRVINE AVENUE > STA. 92+13.81 TO HOLIDAY ROAD/21ST STREET !STA. 100+04.31) NTS i !VARIES) !VARIES) VAR VARIES VARIES ' VARIES VARIES 11 ' ' I BIKE -J, lw -J, t t J, i~ ~ g > > ~ > :,: ~ ~ :,: w ~ :,: ~ STRAIGHT w ~ _, w ,5 <( w "" S'LY R/W (10') I . VARIES I I BIKE t I I I > w I :,: _, I w Q ~ <( I GRADE :,; <( GJ t----~ --~ :,; :,; <( :,; Q ' :f : I I I I I I I I I lJ I -a:: a.. I : t= :::, -°' a.. I ~~:::, • -::, '5 '-' 0 I ---- ~ 2115; ~ 1 l 3; ----I I IRVINE AVENUE HOLIDAY ROAD/21ST STREET !STA. 100+04.31) TO STA. 100+90 NTS N'LY R/W I 1101 I I VAR (20') VARIES VARIES ! B!E _j, jt I I LL wo ::J a_ (44') VARIES , VARIES ' t I I za:: I [5~ ~~ > I > ~LJ.JI 0:::U) S [5~ I :,: ~ <( GJ I u w.. TRAIGHT ~ ~ ~ w "' -GRADE :::. ~ :I---~ ~~' -L__, _ __fJ\-_A::cD:..:D::..'L:.=L=-E...:.V:.=EL=IN-=G~ ~ ~ COURSE REQ'D : :~? '1 Q"' 11 ' t , VAR 1 BIKE t t..J I -::>o 1------1 2 15 ,-~'----t------tC 1 X 3 J>------1 I IRVINE AVENUE STA. 100+90 TO STA. 102+27.77 NTS z f-. 050 ~ S'LY R/W 11 o ') I I I I ---i I I These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I I I I I I N'LY R/W I (10') N'LY i S'LY R/W R/W I (10') (201 (441 (10') I I 5' 11 ' 11 ' 10' 11 ' 11 ' ' 5' I I ' I I ' I 1 BIKE I BIKE -J, 1-l-t t J, t I I I I u..'. I I u.J D I I z "' _, a.. > i "' I :,: ~ u.J > ~ 0 a.. :,: w I I > w I _, I :,: ~ <( Q I 5 ~ STRAIGHT ~ w ~ w :,; <( I GRADE Q ~STRAIGH I ~~ :,; :---1J . tlAD[ __ ....., ' I ADD 'L LEVELING I -,:,:a.. I ~ ~ ::J II ,; !::; ~ '5 '-' I I I N'LY R/W I (10') I 5' I I BIKE J, I I I I I I :,: ~ <( :,; r---1J I -"' 0.. I ~~::J II ,; !::; ~ I I I II LF- '5 '-' 14' PARK ~ (201 11' TO 11.5' -J, > ~ ~ <( :,; w ~ ~ (36') ' 7' 1 BIKE J, ' COURSE REQ 'D I I ' '1 X3' I \. '.I IRVINE AVENUE STA. 102+27.77 TO STA. 104+59.43 NTS i (441 I -"' a.. I ~w _, f-I z f-• I -::, 0 '5 '-' I I I S'LY R/W (10') I 11' TO 12' 10' TOO', 11' TO 12' , 11' TO 11.5' 5',0'T07' I I ' ' I BIKE I I 1-l-t t PARK t I I u..'. I u.J D I I z "' _, a.. > i 8S ~ a.. > I w I 0 :,: w 5 ~ STRAIGHT _, I ~ Q w I I GRADE <C-"' ~ STRAIGH ' ~ --....., ' ADD 'L LEVELING COURSE REQ'D I I ' '1 X3' I \ ,I IRVINE AVENUE STA. 104+59.43 TO STA. 106+62.98 NTS 11.5' , 12' I I I I 12' t (44') , 11,5' I .2TRA!GHT GRADE t ADD 'L LEVELING COURSE REQ 'D -a:: a.. ~~ _, z f-• -::, 0 '5 '-' 5' I 7' BIKE I PARK t I I I I I I I I (101 S'LY R/W I I I I I I I > :r: w I u-' I f-w <(-s J :,;~~ Gt/ADE: IT'..----~j i.._] I Q~~ I :z.:== I I -::, 0 Q"' 1-------1 1 2X15'!------;-----,.--------1 1 1 X 3 'J----1 \.. -./ I '-• ./ I IRVINE AVENUE STA. 106+62.98 TO WINDWARD LANE !STA. 108+29.89) NTS N'LY R/W i (10') (361 VARIES ' 7' VARIES 12' I ' ~ BIKE -J, 1-l-J, I I I > ~ I > :,: :,: w ~ w d ~ <( ~ <( :,; ~:W,~\G\\1 ~ I :,; -- GR~ll£. · -- , VAR '~ ljc w.. ~ w u.J z :::, ! "' u CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM). 0 COLD MILL EXISTING PAVEMENT TO A DEPTH OF 4-INCHES (MINIMUM). G) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECllONS ON SHEET 3 AND 4. @ CONSTRUCT 1.5" THICK ARHM OVER 2.5" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECllONS ON SHEET 3 AND 4. NOTES TO CONTRACTOR SEE SHEET 3 S'LY R/W (441 (10') 12' VARIES t t u..'. 0 "' a.. E5 > ~ a.. :,: ~ "' w w.. <( Q :,; . n II -ADDl LEVELING u- -"' 0.. ~~ ::J z>-' -::, D Q '-' (81 7' ' BIKE ' J, I COURSE REQ'D I ----1 2115' \ 'I '1 l 3' \ I ---- IRVINE AVENUE WINDWARD LANE !STA. 108+29.89) TO STA. 109+94.53 NTS (301 I (44') 12' t > :,: w u-' f-w <(-:,; ~ 12' I ' 12' ' 12' t ~ '~ t ljc w.. ~ w u..'. u.J 0 z a:: :::, a_ ! E5 a.. 5 ~ -- ADD 'L LEVELING COURSE REQ'D IRVINE AVENUE STA. 109+94.53 TO STA. 113+53.03 NTS > :,: ~ ~ w <( Q :,; I ' 15' t LJ -"' ;; t= -::, Q '-' a.. ::J ' 0 (101 I I I I I I I I __ _j ~ .., ! I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .., e I 5 C 0 3' ~ E j ti ti > "' ~ e 'J, ~ ,,, ~ ~ i'j -~ F -< g t-/ ~-----------------~---------~----------~-~----~--------------------~-------------~~-------------------------------1~"' ffi [:, () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPERV1SION OF: ( ?J~ 5111118 JEN REY W. WILKERSON R.C.E. 63466 DATE REV1EWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER "'"' I / ~> I;; L,J ::, :,; a. i!i ..,. < ... a. 0 L,J 0 f-----------------------~-------~~~ DESIGNED: DRAWN: 't' 11 /15/18 RECORD DRAWINGS ~ 0 JWW/DML JWW/DML ~ 5/11 /18 >---------1 :~ CHECK&~~/KRR DATE:05/ll /l 8 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ ~-----------------------------------------------------~------------------~--------~---~-~--~~~-~----~--------------------~---~----------~----------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 5 DETAILS RECORD DRAWINGS CONSTRUCT TYPE A CURB AND GUTTER PER CNB DWG. NO. SID-182-L. ADJUST GUTTER WIDTH AND DEPTH TO MATCH EXISTING PAVEMENT REPAIR PER DETAIL 3 HERON -----1 /2" PER CITY STANDARD L EXISTING DRIVEWAY ---\,:=--~ ' • , 6" SAWCUT AND REMOVE EXISTING INTEGRAL C&G INCREASE GRADE OF BACK OF CURB TO JOIN EXISTING INTEGRAL DRIVEWAY C&G REPLACEMENT DETAIL 1 SCALE: NTS LIP PER NOTE 6 ON SHEET 3 WIDTH PER PLAN 2' UNLESS OTHERWISE SHOWN _[ SURFACE COURSE PER PLAN. CURB & GUTTER OR CROSS GUTTER ... -,. ,. : ... . /). / • '. /),., _ _. ,. ... ADJACENT TO NEW PCC IMPROVEMENT WITH EXISTING AC PAVEMENT THICKNESS GREATER THAN GUTTER DEPTH LIP PER NOTE 6 ON SHEET 3 AC, 1" THICKER THAN EXISTING WIDTH PER PLAN 2' UNLESS OTHERWISE SHOWN _[ SURFACE COURSE PER PLAN. CURB & GUTTER OR CROSS GUTTER ADJACENT TO NEW PCC IMPROVEMENT WITH EXISTING AC PAVEMENT THICKNESS LESS THAN GUTTER DEPTH WIDTH PER PLAN 3' MINIMUM f-::, u 3:: u.J <( z (/) ::J _[SURFACE COURSE PER PLAN. AC, 1" THICKER THAN EXISTING TYPICAL PAVEMENT REPAIR DIGOUT EXISTING PAVEMENT SECTIONS PER GEOTECHNICAL BORINGS SHOWN ON PLANS AND TABLE ON SHEET 2 PAVEMENT SECTION RECONSTRUCTION DETAILS SCALE: NTS 3 (El CURB & SIDEWALK (Pl CURB RAMP INTEGRAL CURB AND PCC PAVEMENT CURB WITHIN PCC CROSS GUTTER ® -----2 SCALE: NTS ~ EXISTING SIDEWALK ~ Lb. DRILL AND BOND DOWEL R=l /8" 1 /2" X 12" SMOOTH, GREASED OR OILED BAR AT 24" O.C. NEW CONCRETE SIDEWALK THICKNESS SHALL MATCH EXISTING REGRADE AND RECOMPACT AGGREGATE BASE OR SUBGRADE CONCRETE SIDEWALK JOIN DETAIL SCALE: NTS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. MAINTAIN 13-FT TRAVEL LANE 3-FEET MINIMUM 5-FOOT X 5-FOOT S UARE K-RAIL REQ'D FOR CLEARANCE UNDER 5-FT CONFIRM WITH ENGINEER IN FIELD STAINLESS STEEL NUT J 2 EACH I n\ 3/8"0 STAINLESS STEEL ANCHOR BOLT CAST IN SLAB (4 EACH AT go· APART) 0 0 ANCHOR DETAIL SEE ANCHOR . / DETAIL 17 11 CONC. PAD SEE PAD DETAIL 10 6 BACK OF WALK WAY OR AS SHOWN ON IMPROVEMENT PLAN MATERIALS ~:,;;~•,'.· ~'·)'· :~ ;,, n SLOPE G) VENTED COVER (20" DIA. BY 30" HIGH) (LINEAR-LOW DENSITY POLYETHYLENE) COLOR TO BE SELECTED BY MESA WATER. @ COMBINATION AIR RELEASE & VACUUM RELIEF VALVES. @ BRASS CLOSE NIPPLE @) BRASS BALL VALVE (MIP X FIP) JAMES JONES J-1931: FORD FB1700; MUELLER 8-20046; MCDONALD 6107 @ BRASS ADAPTER W/I.P. THREAD x SWEAT ADAPTER @ 90" COPPER BEND W/SILVER SOLDER (z) BRASS "BALL STYLE" CORPORATION STOP. SEE STD DWG NO. 1 FOR 1ff AND STD DWG NO. 2 FOR 2" @ BRASS SER\1CE SADDLE WITH STAINLESS STEEL BAND -CS THREAD SMITH-BLAIR 325; FORD 202BS; MCDONALD 3845 ® SCH 80 PVC SHORT NIPPLES, 90" BENDS, DOWNWARD FACING PRE-FAS PVC SCREEN OUTLET WITH RIGID STAINLESS STEEL SCREEN. (@) COPPER TUBING TYPE "K" SOFT (iJ) TRAFFIC VALVE BOX PER STD DWG NO. 14A Q?) PLASTIC SLEEVE WITHIN 8" PVC PIPE 6"x 6" CONC. COLLAR 6 14 ~ 14 7 8 WATER MAIN CURB FACE PAD DETAIL GENERAL NOTES: 1. ALL COMPONENTS SHALL BE 1'' OR 2", AS SPECIFIED ON CONS1RUCTION PLANS. 2. REFER TO TECHNICAL SPECIFICA110N SECTION 15089 FOR APPROVED MATERIALS l!J) BRASS BALL VALVE W/ 2" SQUARE OPERATING NUT ADAPTER ATTACHED WITH STAINLESS STEEL NUTS ANO BOLTS (2" ~ INLET; MIP; OUTLET: FIP) (1" INLET: FIP; OUTLET:FLARE). 3. LOCATION OF VALVE COVER SHALL BE COORDINATED IN THE FIELD WITH MESA WATER AND APPROPRIATE CITY (JUSIRDICTIONAL AGENCY) REPRESENTATIVE. al JAMES JONES J-1961 FOR 2" AND J-1901 FOR 1"; FORD ......_ 881-777 FOR 2" AND B21-444 FOR 1"; MUELLER B-20285 ~ FOR 2" AND 8-25174 FOR 1". o q] BRASS ADAPTER W/ I.P. THREAD X SWEAT ADAPTERS. ~ i MESAWATER t ] DISTRICT STANDARD 1" OR 2" AIR AND VACUUM VALVE ASSEMBLY STANDARD DRAWING RJW JAN 2017 8 E~-----~-----------------~--~--~ 1.5% PCC WING -L=~~~~~A;X o?RETAINING CURB REMOVE EXISTING PAVEMENT SECTION AS REQUIRED FOR EXCAVATION TO 4-FEET BELOW FINISHED SURFACE AND REPLACE WITH FULL DEPTH AC PAVEMENT OVER 2-SACK SLURRY. OPEN TRENCH SHALL BE COVERED WITH STEEL PLATES AT THE END OF THE WORK DAY TO THE SATISFACTION OF THE ENGINEER. JOIN FULL\ !"RETAINING CURB HEIGHT CURB::-:=)?: I L, ~ /JOIN FULL HEIGHT CURB ~ - I SECTION B-B PROVIDE SHORING AS REQUIRED COORDINATE WITH ENGINEER IN FIELD ::l ;:;: REPAIR SUBGRADE AT EXISTING DEWATERING WELL LOCATION DETAIL SCALE: NTS EXCAVATION SHALL NOT ENCROACH INTO EXISTING 24" WATER MAIN BACKFILL AND BEDDING EXISTING PAVEMENT ELEVATION OVER EXISTING PIPE SHOWN ON PLAN PROTECT IN PLACE EXISTING 24" WATER MAIN, BACKFILL, AND BEDDING EXISTING PIPE INVERT ELEVATION SHOWN ON PLAN. NOTE THAT THIS ELEVATION IS BASED ON RECORD DRAWING INFORMATION AND HAS NOT BEEN FIELD VERIFIED. I 'M3~G I LANDING I RAMP SECTION A-A PCC WING O" SECTION C-C RAMP WITH RETAINING CURB PER CNB DWG. NO. 181 !CASE Fl ON SHEET 18 MODIFIED TYPE F RAMP (WITH Wt.JG) 5 SCALE; NTS ~ ~ ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e J, ~ ,,, ~ ~ i'j -~ F -< g t-/ ~---------------~--------~---------~-~---~------------------~---~--------~--------------------------------1~"' ffi [:, () Stantec REV1EWED: <o, I / ~> I;; L,J :,; 38 TECHNOLOGY DRIVE (949) 923-6000 TEL t. -~ a. IRI/INE, CA 92618 (949) 923-6121 FAX < f:l FRANK TRAN RCE 62845 a. • · UNDER THE SUPERV1SION OF; CITY PROJECT MANAGER f----------------------~--------1 ~ ~ 7 I (/JJ 5/ I'/ 18 DESIGNED: DRAWN: J.:\ ~ 0 M/~ 7 JWW/DML JWW/DML L.!...',. 11/15/18 RECORD DRAWINGS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/li/18 >----------< !al!~ • • • • • OS 17 18 NO. DATE DESCRIPTION OF REVISIONS APPROVED '-------SHEET OF s:, ~-----------------------------------------------~----------------~--------~ __ M_R_H~R_R~-~~~~-~---~------------------~--~---------~--------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 6 STREET PLAN FROM 16TH STREET TO STA. 40+00 RECORD DRAWINGS cX!S----ftN-(3-W'ttt G ;-"· ·-' g ~ CONSTRUCTION NOTES I r , , \ 0 (f) 0 c_ g .=;; "-0 "" 0 (f) 0 -0) VJ 0 -"-\ ~ ':i' (0 "' ,-..: ~ "' CD COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM). 0 ;::: "' 0 ,n 0 c_ ci ,c--+ ·--' (f) 0 "-0 .=;; 0 OCl \ + ui ~ 0 n 0 0 CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING Q "-ci_ ::a "' ..,. ± "' !2 0) -----0 "-ci .=;; 0 0:, ,.._ ...-n -' -0 :I-0 ------COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4 . VJ "' .-; n ---95 ~ . -n --(]D-----0 n ,,, "-' ---0 REMOVE EXISTING IMPROVEMENTS AND RECONSTRUCT EXISTING AC 0 VJ q G ,.._ (0 0 ------0 V1 0 "-+ n cr i5 "-0 ~ + 0 ---OVER AB PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. Q 0 "' n ----0) . -"' "' ---® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC + --"' ,.._ "' -. ----0 ---... -+ ci n ---0) -SIDEWALK PER CNB DWG. NO. STD-180-L. ,,, e --------&@ CONSTRUCT WAUSAU TILE TRUNCATED DOMES PER DOME SIZE AND --(Il '-" 0 (/) PATTERN SHOWN ON CNB DWG. NO. STD-181-L ON SHEET 18. (Il 0 VJ ci @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT PCC CURB '-" 0 V1 0 c_ 0 n 1-'ROfYOS ro-cffOWN LI I\J t_ \ a Q_ 0 ~ 0 t:..'. g "' 0 6 ADJACENT TO CURB RAMP ~THIN EXISTING CROSS GUTTER PER 0 (0 0 LO 0 0 + <O ..,. "' DETAIL 2 ON SHEET 5. (Il \ 0 (/) . c_ 0 c:: + 0 ,a 0) <O 0 0 0 0) (0 n 0) '-" 0 "-"' OCl + OCl (0 ,,, 0) '--@ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE> g . "-\ i5 "' + -n 0) -· 0 ~ Q -· + "' r:, "' o:-27'% ..L PCC CURB AND GUTTER (TYPE Al PER CNB DWG. NO. STD-182-L. -"' (I] 0 c.: ':;' 0) + -\ ,,, 0) 7).~0/o 0 RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. m '-" 0 VJ 0 "' (0 ..,. ---(]D----95 ~ 0 .,~ + "' "' ' ---.... @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE> V1 0 0) ----u n% 0 ·-0 0 N "' -· cr --ci PCC CURB AND GUTTER (TYPE Al PER CNB DWG. NO. STD-182-L. g ~ "-~ n 0) ---z ..... V1 Q '2 ,,, I~ -"'---RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5 . . "-"' ---. -"' 0 + 0 --"'-.i:-v-1-~IW"'" ~ L... .... ,;,, --@ REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND + ,.._ :;t 0) "Ii:-"' -,17o 0 n in --. . . ·-< LL! ADJOINING SIDEWALK (CASE Al PER CNB DWG. NO. STD-181-L ON SHEET 18. 0 .;:J, ,o @ REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND 0.76% . !:Y -c::::J-,v. I.., '\ ,n~ ADJOINING SIDEWALK (CASE Fl PER CNB DWG. NO. STD-181-L ON SHEET 18. !Oill__EXLSIING I ■ I I • I DISPOSITION NOTES =, iii [fl PROllECT IN PLACE. ::J Cl) ·~ [j] ADJUST CMSD SEWER MANHOLE LID TO GRADE. -w REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. VJ - ~ 0 ~ [fil REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. ·-0 V1 Q ci 0, ~ i5 "-0 ci ;;:, "" [j]] g Q iil + ui REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX TO GRADE. -VJ • -"' n 0 (/) 0 0 ::l= "' ,.._ + + "' .,. -0 "-ci 0 + ui 0) 0 COMPANY NOTES ·-0 0 I "' 0) 0 n UTILITY ,.:. 0 U1 0 0) ~ 0 + 0:, ~ ,,, ---_____ ::::::-.. Q ci 9 ... ,.._ "' n -(]D----95 ~ ci .=;; + 0) ,.._ eJ . , -(D REMOVE EXISTING AND INSTALL NEW UTILITY BOX BY CHARTER "---\--0 VJ V1 0 I fl' ...., 0 n (0 "' ,,, -------COMM UNI CATIONS (TWCl. -: 0 "' +-N n ----\ Q .=;; ci ci ,9 + ,.._ <O 0 --- "' 0 ,,, ----+ -0) + n 0 ---\__FYI SIit-JG :;t m j: ci ~ m ------E 'I 'I' E I:: I I Y f-' ) "' -- .... ---------- SCALE: l-------------+----------------lC----------------+----------------lC----------------+------------C----------------+---------------------------+------------l---------------l 34+00 35+00 2201 E 16TH ST 36+00 & 37+00 136+19.77 IRVINE AVE = 20+00 16TH PL 880 IRVINE AVE IRVINE AVE (EIGHT 8D NEWPORT BEACH) HORIZ: 1''=40' VERT: 1"=4' 38+00 39+00 40+00 40 PAVEMENT LEGEND CROWN LINE---..._ (FS PER PROF.l -~-- CROWN LINE---..._ (FS PER PLAN! _ !>..... _ CROWN LINE---..._ (MA TCH EX.l _ !>..... _ GB (FS PER PLANJ ~ __ GB (MATCH EX.l ~ __ SlD-7 GRAPHIC SCALE 0 40 SCALE: 1 " = 40' 2.5-IN (MIN) COLD MILL AND OVERLAY 4-IN (MIN) COLD MILL AND OVERLAY PAVEMENT SECTION RECONSTRUCTION CROWN LINE (FS PER PROFILE) CROWN LINE (FS PER GRADES SHOWN ON PLAN) CROWN LINE (FS SHALL MATCH EXISTING ELEVATIONS) GRADE BREAK (FS PER GRADES SHOWN ON PLAN! GRADE BREAK (FS SHALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS) GEOllECHNICAL BORING (SEE LOCATIONS AND TABLE ON SHEET 2l 120 I I "' 3 .,, .; ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .,, e I 5 C 0 3' ~ E j ti ti > "' ~ e J, ~ ,,, ~ ~ i'j -~ F -< g t--,... ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~,,, ffi [:, These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPERVISION OF: ( 'lJ~ 5/11/18 JEN REY W. WILKERSON R.C.E. 63466 DATE REVIEWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER <,.. I / ~> I;; L,J :,; :,; a_ I!/ "' < .... a_ .. L,J 5 f----------------------~-------1~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS I!/ 0 JWW/DML JWW/DML ~ 5/11 /18 >----------1 :~ CHECK&~~/KRR DATE:OS/17 /18 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ ~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~----------~---------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 7 STREET PLAN FROM STA. 40+00 TO STA. 50+00 RECORD DRAWINGS 0 <.n 1---------------~-ol/1 oLL ·-o o-Ou_ • Lf'J= o o"' ON, __ ----:±~~'~--------,~~i--------e,fll----------jO<.n 1----------------------e+,-,,~ o c.o o r--: o c1<=----,aa,wu..,------,-------------------,-----------,-------------------,-----------,------------------,-----------,-------------------ii-------, Q~ "¢~ +.~ ~I~ ci~ ~-g~ 0(11 1----------~~.+-~--~----~ .... ~~0~---~++~~-----~+~k~~-----e~~~m,----~0~.l~N~---7 0 ~----gu._ 0 ~ t-----------t,,<-;,___/~-~-------~-""------cc-c--:::Jl-----=:c-To,~-------,Nf-t-'=1~9----------cs+tPns_,----~~+:.~'----~~c'·f-<;:::e>-____ -Q-,...;'t <,'-i------;~~u...,------------i:051-f."'c---------otf'l>-~-----+----------------j------------+----------------j-----------+-----------j ------...i-e? ~~ ~;i ~~ LO: ci_. 01.J... Q~ f------, 95 1------t---------------t------=:.=-=~~=~+-~=-==-==-=f-_----_..:,4'='-----....:.,;.t,9-----"':' .... H'a,_,l-------, .... :tho,'1'~-----'5+~;-. ------:~~;::ie--------'o"i·"=s=-------05!'+1u..~-------,,gs-i"CJ.LL.,--,----o-----,<.n-:-----+-------------1------------f------,-(][]----l-----------l---------------ll------------+------------_----1-·1---=-==-c~=--1.~--~~-+-----------' .... +-=------~~,,_,,,~~----«+>t-:N,_· ____ o~p"':--------ia.,,,·~-----e-t=----~o='t-'1...c'----~ ____ v-m TC'-1 .. +·~c0 0 co cio, gu... o0 fl' 0 <.n /2,.l - --_._ - - -~ C'l + lO lO l"1 -...._ Q ~ l/1 0 LL l,il l-----------1---------------11------------+---------------ll------------+----------=-=~i=---,---~=-±_-____ __:"--+'~---~ .... ~------i...,::;:+,o,c-------t,.._+"--'_e---------,o;?-f;i, i','.',--------;;o<+a·=--------<0"-.l-'"_'---------~o~'--_<,,ol-f. -:;@:-t-------------1 l-----------l---------------ll------------+---------------ll------------+------------l-----------_--+-=-=--,,__,,~-~-h-~----l-----_....,--F0'-___ __,+,,_~o!-· ____ '23c1-,~::;-------':ao~l-"'~.__ ___ ~ou'\·+;s5-__ -+o+'°:;.,-+-----------1 \.. ----------,_ ~ £! ~ ~ J; ci +-; o Ol l----------~1--~rn0~~---rn~---+~~------------ll------------+------------l------------+------------l-----~'------+--------=-=-~~-t------~~-----_....,~Pm~ ___ ~m~o Lf'J~ "'"' 0 "' ~ r-P~OPOSED CROWN LINE \ -"-------------0 •----+-,-0---------1 0a·'c..'. ~ ,-._ 8 [2 o<O·;::: 00 <.n ~ [2 I -\_EXISTING W'L y EG (TYP.l >------------en---1-'-':----<;il-=-----"i'-f<o-----' :-J-uo----<!>+.n---,oaH-:.f"---+------c:rl-c------------<',~1----------------cc+-------------1-----------------+------------+-------------+------------+------------_.---------1 0+r----6<0 Lf10>1"-: ci oo:J u.... / OP'l o -aJ 1--------~~~~~~~·_...,~o,~~+~'°~o~~--~o~+n cim ~ o~~v, o ~ 0 'V C) ....i-oi ~ cci V O') + o(--;-f----ca£hoo,,-----~o~---'ccoft"----oo·l+L,_O--------<;io'+m,~,---------,g"l-(/)-c--o:,-<.n---------f------------+-----------f------------+-----------+-----------➔----co=--------I / __. 'V m ..----c.o + ":: L.()-1-'~'<;-'°++"~'---~□ t-~----ii'ofto,---------~E'1...::--5:ocf'1..."=---------eoitf"L----=+lr, u ~ -/ I ..,. °' ~ g ;,! :g ~,,., ± ~ 6+ ~ ~ ;;i; ~ 1...00 ~"-a"' ~EXli:::TING W'L Y ~ l---------"1 '-~---~-"'='23~r,~,--~-~~,c~~ -X-----..>+~B --~"'~----<E--/1~NJ-'~---crtc~~-----1---------1~+-----+--------~~-----l--------~',--7 ~----------------~~,_ ___ ------j 0 --104:r,-/ • °' ;;..,, ~;;; ;:=;;: ~ '.:i\!im '?-1... g[2 "'"' ~ / ME IAN EG (TYP.l Q ~ ! 1[4Br / -V ~ .! ~ + ~ g ~ ~ LO r:=. La... I Ill CO 0z EXISTING CRO VN LINE _j -u.9/% .V .... 0:----------; ~ .t,;; i §'-oc;~ct,.._cn-----g--c..[2----i-------_ac1-[2-----□-(/)----g-[2-----:z=--CX>-=--=---------1 i------, 95 L.. c-Jt------------+----~~~~~~~F~~~--------+-----------t------------+~-~~-~cc---:1_::--------+~------sti-"''----1------------1...,"'----1-S2m·------g fE ~ ~--/-i--~o~.ecu3~----;~,tec--------:a"1· '-'_~.------co L.. _ r'\ ------+ ..,,v a... o:;;j: C?m _ t---------l'w"'":----l<r"""-~l------------+-----------------11------------+------------1-------------{-:~IB-n-----------t-~=~--~cf-U----+---------+------,~•~l0S-----~ 2? ~ g ~IS? ~ ~ ~ iU f------, 95 : ~n ; : ~ ~ ~: a'"-; [2 ~ ----------_J ___ --: ~ .___,,...,_--¾-----------+-------------+-----------~------------+------------4_-fw-----~.;,++,Nct-------e-+,-lc'!:;°'!-----<~:.?-J-isl~N n-----l------------=,-..=--i-,.,t:.'~-o---l-<.n-------------1--------------------"'L.__..V.,, __ ___j •·• ■•■ vm co....-+r--: ~co LO oLL of:2 0 v, 111 ·-• iii = - - - -~ -"" 0 ~ i:,i e:: oo c;,~...,=---------<"-. f"c-----o!-~'----,□o~L...o---n=o~L...:n--1----l=W--l+ljjj-------j ~ ----.... ..., -+ CO S:, LC1 ~ ~ c:i Ol • -~ ,,.. -...J . - -_, ~ ~ ~ ~ it) ci + m:-----<~ai-l-iio;;---5'□!+..,=.:,'------IH-...J~----1,,,..1,,1---------j Vtl ..._... e? m m + + m V,I l--------=:..-:__---=;~=--1---------------ll------------+---------------ll------------+------------l------------+-----------l---------t-_--f-----_.._¥'--------~~;.-l-1'_"!-------d...,,+g;!!:lc-------<~~:00'------IH=i~=---=---:-------j -. --------------~ - -8'c..: g[2 ,2[2 "' ~EXISTING E'LY -1------------~•--------o+-;;:-------.c;H--~~---~ - 1-----------=--====------~~~~c,;_------iu;,~~.,_ ___ --=a:g·~;;i~ ___ -----0~1>-· f<:"':,--------,;;~,+'~N--------'~',-E[2c:-------211:"':,--------.=,-wi-e------t------------+-----------t------------+-----------+----------"M_._.E,,_.D,,_.I.._A_.._N_.__.;,."G.,,__._(T._Y_..P_._,_.l _______ ➔----=2=-____ ---1 Orn 00) 'LO +.,...; 0 1 r-,:'. ciN 0 1-QLL 1----------~f----::c_,, .... _,,_-___ .... -+----~;;:"---t"'o,--------st-~u., + 1-: LO f"l'1 d ::::-: • -Q ~ -~c----~Nrn T~ crrn I.O~ o~ V -------------_ ...t--~ ~ ,t f"1 + r,,-,j g f;j o O f:2 t------, 95 l----.--------------t----'---=--.c~~.....,_--~=--=::--::--+---_----'---t'"'----------aa.lB>_[-------~..,."TH0;f----------:l;J:i-t-"'__,!-. ------c ~'i!·ti,-..~---___.,0'!-l.-"_~----0ott;,=,._ ____ o-+-<.n---------------t------------+----------------t-----------+------i-(][}--- l----------~l------------+---------------ll--------~~~-4~~~~~~==---~~L ~m~ ___ ~+~-~·----~o~t'~~~---7 0 oLL o~"'~---~05~"'~----~-~------l------------+------------1----------I _ ..a-~ :J:: c..J t0:-t-st00----~0c-+c------,a 1, 0 LL -----~m +..---a: cio, S2r-r1 ci-== ~~ oV> 1-----------1---------------11------------+---------------ll-----------+=--~=-c +-----~1~----~-!-l-o, +o l--------'+~~-"-----~00 . o~----o, <.n _._ --_ _ ..,. tO ..----r-... .-+ 0 ~ Q u.... 0 LL Q LL ----.;t-~ ©~ m ~O On ci~ Q-0 ~-t----------------------------f!------------+-----------------11------------+-----------r=-----=f-_=--:::------+----_,,,-+"'~---~'¢-V--T a + O OCl ~ lO a N --------_ 00 rn aJ d + .. / lO +,.: l----------~-------------11-------------+--------------11-------------+------------1-------------+----~~~--~~~F---'~----'----~-~~"'=-----...,-'--+'--__ ___ --.,+'°'"-----~-tix:°'l-----,+s;+,,;-------,-s1-H~',-------------, --_. ~-Oleo LO'f9 --~----sir - \ '-EXISTING E'L Y EG (TYP.l SCALE: f----------------------------lc------------+--------------lf-------------+------------l-----------------+------------f-------------+------------1-------------------l 40+00 0 0 + 0 -.::I" co z I-Q w 1-w < J: I-m rn WW wz (/) ::J J: (.) 1- <C ::E 41+00 OGLE ST 1101 42+00 43+00 43+60.54 IRVINE AVf. = 40+00 SHERINGTON PL 498 1665 1673 44+00 45+00 46+00 47+00 48+00 49+00 1000-1150 HORIZ: 1 "=40' VERT: 1"=4' 50+00 0 0 + ~ Z<X> Q I-I-w <C w I-J: (I) (I) ww zw ::J (/) J: (.) 1- <C ::E CONSTRUCTION NOTES CD COLD Mill EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM). 0 COLD Mill EXISTING PAVf.MENT TO A DEPTH OF 4-INCHES (MINIMUM!. G) CONSTRUCT 1.5" THICK ARHM OVf.R 1" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. @ CONSTRUCT WAUSAU TILE TRUNCATED DOMES PER DOME SIZE AND PATTERN SHOWN ON CNB DWG. NO. STD-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC COMMERCIAL DRIVEWAY APPROACH TYPE II OVER 6" THICK CMB PER CCM STD. DWG. NO. 514 ON SHEET 18. @ REMOVE AND REPAIR IMPACTED LANDSCAPING AND IRRIGATION TO MATCH EXISTING. @) CONSTRUCT 1.5" THICK ARHM OVf.R 2.5" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6 • THICK FULL DEPTH AC PAVEMENT OVER COMPACTED NATIVE ADJACENT TO NEW PCC IMPROVEMENTS. ~DTH EQUALS 2-FEET UNLESS OTHER~SE SHOWN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE) PCC CURB AND GUTTER (TYPE A -18" GUTTIR YnDTHl PER CNB DWG. NO. SID-182-L RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE) PCC CURB AND GUffiR (TYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Al PER CNB DWG. NO. SID-181-L ON SHEET 18. DISPOSITION NOTES [El PROlECT IN PLACE. [I] ADJUST CMSD SEWER MANHOLE LID TO GRADE. [}] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. [Kl ADJUST CNB SEWER MANHOLE LID TO GRADE. (NEW OWNERSHIP) [I] REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. ~ REMOVE EXISTING AND INSTALL NEW OCPW SURVEY MONUMENT FRAME AND COVf.R TO GRADE PER OCPW STD. PLAN 1405. [j] REMOVE EXISTING AND INSTALL NEW CNB SURVf.Y MONUMENT FRAME AND COVf.R TO GRADE PER CNB DWG. NO. STD-116-L. [j] ADJUST MONITORING WELL BOX TO GRADE. PAVEMENT LEGEND CROWN LINE---....__ (FS PER PROF.l _...::::,._ __ CROWN LINE---....__ (FS PER PLAN! _ ':,._ _ CROWN LINE---....__ (MATCH EX.l _ ':,._ _ GB (FS PER PLAN)~ __ SID-7 2.5-IN (MIN) COLD MILL AND OVf.RLAY 4-IN (MIN) COLD MILL AND OVf.RLA Y PAVEMENT SECTION RECONSTRUCTION CROWN LINE (FS PER PROFILE) CROWN LINE (FS PER GRADES SHOWN ON PLAN) CROWN LINE (FS SHALL MATCH EXISTING ELEVATIONS! GRADE BREAK (FS PER GRADES SHOWN ON PLAN) GRADE BREAK (FS SHALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS) GEOTECHNICAL BORING (SEE LOCATIONS AND TABLE ON SHEET 2l 1000 IRVINE AVE IRVINE AVE IWESTCLIFF PLAZA) SHERt.JGTON PL WESTCLIFF DR ✓'-1;, GRAPHIC SCALE 40 0 40 120 I I SCALE: 1" = 40' "' 3 .,, ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .,, e I 5 C 0 3' ~ E j ti ti > "' ~ e "J, ~ "' ~ ~ i'j -~ F -< g t-,,.. -------------------------------------~-~-------------------------------------------------------------------~~"' ffi [:, These Record Drawings have been prepared based on informotion submitted, in part, by others. While this informotion is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 lEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPERV1SION OF: (?J~ 5/11/18 JEN REY W. WILKERSON R.C.E. 63466 DATE REV1EWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER "'"' I / ~> I;; L,J :,; :,; a_ I!/ ., <-a. N L,J 0 1----------------------~-------I~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS ~ 0 JWW/DML JWW/DML ~ 5/11 /18 >----------l :~ CHECK&~~/KRR DATE:05/ll /l 8 NO. DATE DESCRIPTION OF REVISIONS APPROVf.D DATE:________ SHEET OF ~ ~ ~--------------------------------------------------~-----------------~--------~--~-~--~~-+--~----~-------------------~--~----------~---------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 8 STREET PLAN FROM STA. 50+00 TO STA. 59+00 RECORD DRAWINGS 0 L,_ t-----------.------:,...;Q·t<-'!------G!o-P~~--------t=----------+-------=Tin ------+----------t-----------+--------------1----------+---------li:--v~~ 11 'I v i:-r:: 'TYP. \ ± ~ g ~ Q ~ ,,,. O 1f'1 8 ~ rv 1-------------11--------------11--------------1-----------+------'--l-.,_.1'"':B-"P-&. --"'+Y' FLOW~~1------0-·1-7%_. ___ -+-------'+-------------'=-'l'--'_..,,.,"---...I\-~------------1-------------11------------+----------j ' " '~~ " \ \ .oon□nc:i:-n IAl'I v c n1A11 1~1c-/TVP \ ,EXISTING W'L LEXISTING W'L Y E< (TYP.l 1-________ o...,. _____ ----:ci'L'.:::,;o---------<eg~-c..'. Lc"~c'---------i:.l,o-H"i'---t-------"~'--f,,.,----------+-----------+-----f/--M-E_D_IA_N_E_G_(-+Y_P_.l _________ +-----------iu'-'---+---~'~-,_+-------+----------------,0 ...... ________ -+----------, L J Ola, (D-----~~I LL '"'e". LL.. N (/) / WI CD l_ J -!""" +. lOco o i.n vLL... U1 ~ ,..L-.__~~ii:m,-__ c+'n-2?--~-----□:1-J;;,c--------i:05--f-l-vi~_a:i,+,:,-L------j-----~ ;-tc---------t----------------1,-,,----------t-----c:cc---------j-----------------t--------"'=~--t---------., .... ~vi--------+-----------------<J------',.. __________ +-_____ ------s :====-=--=--=-~-9-Q_f-__ -_-_--;~~~---l .... ----;:.,<l)==-:==-=,r,-+CO-----O;'i'+;l,~ii5-------";04• .;;;"',--;'i''+t-f«:'..:>-----l-------;,!::;:i.._;-f·-r-r;;:;...._ ___ _,o"!-r~"-------'Q*.~=:------,?5,s--l,~=:-----j/L----;:?5,t~~-----':=Olf:=~C-----C0~~~-------<03-f"Vl~---7 05-t"Vl---";N--f'E;;j: ~>----+---_,.~.,•-i;'°,------,;.-f~'"----..,..j¥'--" ____ Q9f~"'-,l--1i0)"'"" _________ -+--------j-(][]----- --.. ---_ i.o -+ oo i.n -~ 1 ~ ci :;;;; ci u5 8 O'l ~ ~ 00 • n ci c.o ci -ci ;;;:. + r..: + ..... : o -a LL ci -Ill --..----CO O 1...;, LC1 l"1 ..1.. V ..,. + l"1 lO N O 00 ....., i:o CO r-,. ~ ci ~ ci -0 r=:. ...._ z - - -.:;i:;: r..: I") r-,. 'V 00 j V ~ I.{') r---.;, ....: + r--: ,t ... . - -+ O"l lO co ~T <O------iO----Z --0>---------+------------j t--------' ---,-~+------------+-------~-~-~~-=-=ccJ----------t------+-----~ ••~·~,r~>-----~'°'-f--"!9L-____ '°+------+---'°-+---------''°'-'f-'CO~------''°'-'-t-'!9~ ____ ~ua+CO_,__ ____ _,-,-j-~('3,___,__ __ _,_ ____ +-_____ ---c~ ~ ± tO lO !:9 0 L... S::l Q ~ -UJ .___ _____ ------------___ r ___ .__ _____________ ----I.() --L.. IJ..I ~-----jl-~g'i'·-1'§:-+-_~;;in,cH;;;~-----~;=;o_ ~ u f:i3:+--------j------------t------------+------------+------------+------------+-------------+--d'r-_'-----iw'rt--------r-----------, !:!:! ;-'-~ ~ + ~ oo· ~ 8 LL I") f:2 Q ~ .--.... !:::!:! f---------j 90 '~ ...._, 0 a:J I"') r---U') U') • A ._ ______ U),__.C/) ·....._---lk--""-===~---b-=---------'~"+'~~---~~~r--:,,·---'~,;-+:~,:__8+·--~~~-----;,"1_;+'°~-------od ~cpc_ ___ ~~~"-Scj-----<."'oq-.,"-,__ ___ -----c8i-l-:="-a-------'"8~i-;~~-------<o:>-J-'~"---------1o5-liv,;__:_ ___ -----ioft,"'e.c-----ilwo-H''"~-e-t-'~"~--~tj-fl-------fu,-------=---O en Cl) M ---:-;::; CO • I"'--~' t---+ '"'. + CJ'! LO a:) Q .,.... :;;:.. 0 0 -o• :;::-'-'. 0 ,,.... LL O LL ~ G.._ OO , C O (/") 0 ----... ,_ ;i;:;;oo_ ,,;:co Nr;:; + +" "'"' os:? ,-g:::::;: ·-.. , .... u.... LL • t--------lc'"lJ"H'bl'J-,..._ ___________ -+-=----~-=-+---"-'" ''J--"'--_.._"''--f-'C,__-----ua-+-!!:-l-------.;;"'+i-!>"'~---~2-H"'~----,l--H~----~+~--------'+--8' ',-----;'°¥N! ____ _c~;,.i-,:~'---------i,oci-J-c-s1-',-----IN ~ c:i ~ -o o CO • • 1 •• ■ iii = - - ----. -LO ::!:! in !:!9 in ~ LO tO LO (0 + tO + -. ,-..:: O> oH,!;co!------<,,.,'1?-l-cco3-------,:o,i-l'-f ~c--------5?,-b-'2------o++;N~_------,=lcU--1-iii-H-,------------j----------1 ~ ------~ - - -LO !!:! LO ~ CQ co r..o r..o + lO ,:!-LO + iri + . ...:. ... / -... o, LO ~ t--------',,C/)~---l-...J=---11------------+------------+------==--=====-----+--~~==--±-==----+_------+-----=---+=------"--'+=-------"'-1~------i:_c,--, f-!:-~---!li"'H--ixi_l------!.,,::::-1-c-o------r'"'-+iro co co co iO~--ITT --...J CJ) ----·1----------LO -,.-.. co_ I -------... , :I:: ·--··. -----------------~ ~ <C <C c:i F=: g ~ a (/) 1----------------<i----c~4a,"·1------'"'=co;:::.....----o:-t<c-------;--:-:v,:------+------------+-------------+--------------l------------t------------+------------+-----------------------------+---------j r----7 90 r----+--"'400=---~+i2ncoD' _____ Qe•+a,§------':~O!--f=u_~-----i,.tj--f<(/")a------7-~·-i_ ___ -----,-,tt,._-------,::-n-,,-------+cc----------------f------------r------------t------------+----------------l---------------+--------j-(][]----- k::::"_ LO ~ ~ ~ ~ ~ ;; :;;: a LL,__ ____ -Q=of;;"-,-_____ 8,.L~;;;-----~gcf-_...~------CO!-f-':~~------oO "'------Q-l--b'l/)L-___ ~~J-U ,__---~-,,_------h-~-----------+---------------11------------1---------7 t---------------it---==--~t::-_-------m -r---+ I --, en O -o I w a N . _ -u. a -0 LL a I G... 0 cn V) cn --- - _ ~ !:9 N 1 ~ ;t; r..o + r""'; ~ LO 9 -.;;t-~ ~ Q Fri d r---_____ J,;;,...;·H-§-~------<eo?ti o LL g LL Q ~ o V> 8 LL --LO ~>--------,.~ ~ l"1 ixj -.;;t-CO ,¢ r..o + · + Ct! 0 CO ~ (0,-----,c:i LO O n ' 0 oO ~ ------LO-LO~ ~~ ~~ LO~ ±~ +~ 2~ LOV g~ d~ ~~ -------------------.,--__ -LO -~ ~ [n !;g G; ~ ffi ~ d) ll) m CD t-------------11------------t------------+------------+------------+---~\----~==7 =~=-----'--~===:Ji==-==---r------t------t-----~+=L------u',>j-~°"----t------------------t----------j \ --------------------- \ C""V'C'T"'" L ,, Iv Lf"' /Tvn I ._ _________ ___,,__ ___________ +--------------+--------------+--------------+-------------+-------------,------------+------------+-------------------------------l 50+00 0 0 0 U) r-,.. z I-Q w 1-w <C J: I- C/) Cl) WW wz Cl):J J: u 1- <C :'.?l ,;j p A i IEI R/W I :1 (2x15 CT> i + 0 "' p ' 51+00 499 CABRILLO ST A p A A CROWN LINE <MATCH EX.l '-CITY BOUNDARY 52+15.79 IR\i1NE AVE = 70+00 CABRlllO ST 52+00 53+00 1000-1150 IR\i1NE AVE (WESTCLIFF PLAZA) 54+00 55+00 8 IRVINE AVE 56+00 8 57+06.07 IR\i1NE AVE = 80+00 ABBIE WAY 57+00 1244 IRVINE AVE (MARINER SQUARE APARTMENT BUILDING! 58+00 8 58+71.03 IR\i1NE AVE = 90+00 ALLEY ALLEY A 59+00 1101 0 0 d) U) z 0) Q I-I-w <C w I-J: Cl) Cl) ww ~w ...J Cl) 0 1- <C :'.?l SCALE: HORIZ: 1 "=40' VERT: 1"=4' 40 CONSTRUCTION NOTES CD COLD Mill EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM). L'.ri. 0 COLD Mill EXISTING PAVEMENT TO A DEPTH OF 4-INCHES (MINIMUM!. G) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. L'.ri.@) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC RESIDENTIAL DRIVEWAY APPROACH TYPE I OVER 6" THICK CMB PER CCM STD. DWG. NO. 513 ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC COMMERCIAL DRIVEWAY APPROACH TYPE II OVER 6" THICK CMB PER CCM STD. DWG. NO. 514 ON SHEET 18. @ REMOVE AND REPAIR IMPACTED LANDSCAPING AND IRRIGATION TO MATCH EXISTING. L'.ri. @ CONSTRUCT 1.5" THICK ARHM OVER 2.5" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK FULL DEPTH AC PAVEMENT OVER COMPACTED NATIVE ADJACENT TO NEW PCC IMPROVEMENTS. WIDTH EQUALS 2-FEET UNLESS OTHERWISE SHOWN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE! PCC CURB AND GUffiR (TYPE A -18" GUTTER WIDTH) PER CNB DWG. NO. SlD-182-L RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5 . @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE) PCC CURB AND GUffiR (TYPE A -36" GUffiR WITH) PER CNB DWG. NO. SlD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. DISPOSITION NOTES [fl PROTECT IN PLACE. [j] ADJUST CMSD SEWER MANHOLE LID TO GRADE. [}] REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. [Ij REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. PAVEMENT LEGEND I I ~ ~ 2.5-IN (MIN) COLD MILL AND OVERLAY 4-IN (MINI COLD MILL AND OVERLAY PAVEMENT SECTION RECONSTRUCTION CROWN LINE --------(FS PER PROF.l _ ~ _ _ CROWN LINE CROWN LINE ----IFS PER PLAN) _ 'l:i..... _ CROWN LINE -----(MATCH EX.l _ ~ _ GB IFS PER PLAN)~ __ GB (MATCH EX.l ~-- SID-7 GRAPHIC SCALE 0 40 SCALE: 1 " = 40' (FS PER PROFILE! CROWN LINE IFS PER GRADES SHOWN ON PLAN) CROWN LINE (FS SHALL MATCH EXISTING ELEVA TIONSl GRADE BREAK (FS PER GRADES SHOWN ON PLAN! GRADE BREAK (FS SHALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS) GEOTECHNICAL BORING (SEE LOCATIONS AND TABLE ON SHEET 2) 120 I I "' 3 .,, ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .,, e I 5 C 0 3' ~ E j ti ti > "' ~ e "J, ~ "' ~ ~ i'j -~ F -< g t----,,.. ~-----------------~---------~----------~-~----~--------------------~---~---------~~------------------------------~~"' ffi [:, These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPER\i1SION OF: ( ?J~ 5111118 JEN REY W. WILKERSON R.C.E. 63466 DATE RE\i1EWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER ""'"' I / ~> I;; L,J ::, :,; a. I!/ r--< ... a. N L,J 0 1------------------------~-------~~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS ~ 0 JWW/DML JWW/DML ~ 5/11 /18 >---------l :~ CHECK&~~/KRR DATE:05;17 /l 8 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ +------------------------------------------------------+-------------------~--------~---~-+---+-+-~-~----~--------------------~---~----------+-----------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 9 STREET PLAN FROM STA. 59+00 TO STA. 69+00 RECORD DRAWINGS f------, 90 f-----+;=g;i;,,c._r-----0::,;VJ,;;------0-+VJ;-;;------,:0,tt<c._f------+-----------+------------+--------------t------------f-------------+-------------+------------+-----------➔-------j{][]---- • -o LJ... ____ ---:::Co,l=c._=------<;1-+' ;::-=------<!a,-µ,~~----□ VJ §f~VJ~----=f'!-"--------=1-m------Qjf,',:VJ~---~ccl-,•,-,-----i~t-------9!lt---+------------+----------------l------------l-------------l--------, 0 1i7:i om o-v ll')r---. ·-a 0 u.... o0 LL..'. 01-o0 ,r;_ "' + i.nv '?"'q'" +(!) o-v Qin dN ·-ciLO .-_J .....J oC/l 0 cn o(/) f-------------11-_ml".,_-!o<----;!:4.~,<i------!0-"'t--------<a"'>ti!Xl----~Q+ ''.:: + __ + ~-"' _ -0• ;,,:-------,j+~m'-<_------c0H' e1"'· -o-11=-------:o-=----,o-f!/l-----,o-:n----~oi·fua=----~~------t---------------4---------, ... , ',AJ .... , ...., co -...... _.. ...... co r-...: ~N, -"' oo.· -o o N-~ ~ o LL... ci ;:;;; o en o VJ o VJ L{) -r.o -co~ :::: oo N t0 + l.l1 + l"1 I.() + ~ r.o f;c'.-------ili-fo-------52'-~-iio------G·i+;:;:-;--------C>fie-i----~o~c._~-------<a>-f.L.~----:gH-V>"--___ ~o-,+.c._cc-!I----------I 1--------------11-cV:,"-----_-+_---_--_-_-+~--====-=l---_-~-----i~-----"'➔-=------w -t.0 ~ ~ !:9 _, -~ !:9 ~ LO ~ LO j; ui ;j:, ~ ~ i===: LO lO rt ui ~ ~ ci -ci ...--ci t0 t-------------lt------------t----------------==--=F,'==-===='-'===~~~+-====-±==-----+------c-=-"---~C"C"--+-------<o-f"'°"---<Ot!C:O-----<G-«:i ,tj-____ ~+;-.+c..,-st'~---~ID-!E:-------ct'-+.,,---------'rot-"'!------u'>t, ,---~o-~+c°'cc--1>-----------1 T ------------__ -co~ (0 !;g r--,.. OC) + ~ + ~ O'J n \ t0-~oo ro~ tnro \ -0.29% ---------- t. xr , 1 11~ ~w-·tr---r~cfYr'. 1 ------------ CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM). 0 COLD MILL EXISTING PAVEMENT TO A DEPTH OF 4-INCHES (MINIMUM!. G) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4 . 0 REMOVE EXISTING IMPROVEMENTS AND RECONSTRUCT EXISTING AC OVER AB PAVEMENT SECTION PER DETAIL 3 ON SHEET 5 . @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. _& @ CONSTRUCT WAUSAU TILE TRUNCATED DOMES PER DOME SIZE AND PATTERN SHOWN ON CNB DWG. NO. STD-181-L ON SHEET 18. @ REMOVE AND REPAIR IMPACTED LANDSCAPING AND IRRIGATION TO 0 0 MATCH EXISTING. t---------o c-1i--------------j---------------t-----------t--------------j-----------i---------.=-::::xts----'ftN-e-W"HLvi'-----------+----------+-----------+------------------------j ,f,, f "·.:c.-~;•-1,+----EC_-:; I Ir.I "'( _& @ CONSTRUCT 1.5" THICK ARHM OVER 2.5" THICK MINIMUM AC LEVELING t------9-0--,~O) __ ::.:i ·-w ::.:I · -·"" C.-O)~---------l COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. t------, !.,_ "'' :; -g c..'. g c..'. ~ c._ b c._ 0 VJ o VJ o VJ o VJ -{][]----@ REMOVE AND RECONSTRUCT PARKWAY DRAIN PER CNB DWG. NO. t--------..,,--i...-n-cz=---ll-c+mr------------."'::;;-·t;s:~-----d-o3·----c+· <''°J------c;::'.>'.4',.._<>--~g ,e';:;:,,.,__----0 ;;-~,-------'c;;,+.c~:-------<'0'>-P.VJ----c.c~rr-c~c--------mVJ~ __ +, c11v,--------:::0chrVJ,----------:-:-:c--------t--------~°-U-J-----t-------------i-------------.----:::=-STD-319-L (S;2'l. REMOVE AND RECONSTRUCT ADJACENT PARKING LOT .._,,. m '° + -~ 2 "' ,:!; '° + <t"i O "" s;! Pi 2 u-i "' ;a: 8 ;:::: •: -·, ::a / ~ ~ o c._ g ~ o ~ ':o! ~ 25 _ Z Q IMPROVEMENTS AS REQUIRED. MAINTAIN EXISTING GRADE OF DRAIN. t-------a:-(J [1") ~~ Ooo t.0-t0!B 000 +t.0 Noo N'° +w ,..-,w CO LOr-,.. QI.() cir=:: ·-Nco WC/l OU) oVl oLL () (,;:;\ :=; / '° -, + <t"i :;:; ro '° -"' ~ ~ ro "' 00 <f"i + ,,.; + "' "' "' 8 ~ "' m o c._ o c._ o c._ ci -:=; • ~ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8' CF (QR VARIABLE! PCC CURB t--------'---ir-r""'----117'------t-_------+_-----, _,,/-------+-----,,"'cl,-a:_f-------«>J-"_'--_-_-----+-_------+----~<>-f"----t-----------E~-~--+---.."'rl-:a~}-------.,~'s-N~i-----"'++...,,-,-----'~;c+'u-i~-------"'~...-";<------+----...,"':_+;,',-----~g ~ 55 .,-------,oct'...-,c:!--it-i""'r-_'----lj"" I~ .-----i AND GUffiR (TYPE A -36" GUffiR ~TH) PER CNB DWG. NO. STD-182-L. t-------1a:.;;'1,11t--, 1 11:1__,,-l'-+------------+--------t_=-==-==clc====-~=------+-----------~=f====~--------+-lc==c =-:=-i_----------ir-----~~+""'~---~·~-i--'°~-----~"''9'~~---+----,~ ; f ;~---~ig i '----~:~n:"_:o-·+-c 1 _ __,,l"-~W~-----I @ RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. 1-------j 90 Q ;,,. u ;,,. .._ {][]----23 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8' CF (OR VARIABLE) VI ·-r---~ U. --------------------::::-..,_ VI .._ PCC CURB AND GUTTER (TYPE Al PER CNB DWG. NO. STD-182-L. a) ,. 1 0 vi o0 ~ C: c._ .....' 1'i Sl ~ 0 vi in , , 1 • ., RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. ------□ -..----me----~-"'+-~----G•f-~----<e>tfrVJ~---~-+,,~-----------+---~---------+~------------+----------------,f-------------t------------+-------------.----1cu--.-.-.------, I---------W---1!...J-----ll-~';'-'l':"'•c_ __ ; ~ ! ; /g ~ : ~ ~ 1: ~ ~0---------~,-~' ~-"-------C:>-1-. _..~N~----g "' :+ ~.... ~ ~ ~ ~ 0 VJ 00 ~ 0 vi ;,; ::.:i _ !...J ; @ :~~~N~X~~r:A~~p~~1t~~1EtN8N~O~~~i: ~~~l~_rciN C~~fEf~~: AND l----------iii+---;;;=-,._~.,~-=------+-------±=/-------=----+--__---"'_,~_--____ +,,...-~·-----~o~,~"'..,:_ ____ ~"';+<'!-----~-o~~<'i::_ __ -,,,.J~----------¥!f<ei----,'Hi-::;------o.,~c._c------'=~:------C~-l-"-~-----~-mVJ~ __ --QHVJ~ __ ~,=-H?'------u~----~=-----ioo''VJC..~1--.;__,>LL __ ----j Q-. LU L V ______ "'r. ~ ~ N..,: j;..,: "'~ + CT! .,, ,.:: g-r~ om ci;:::: ": o ;;:; c._ g •c.. g•w.: 0:'",, L ~ REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW 8-FOOT WIDE ;;,;; n;; ---------~ "' '° ·' ao .,., + -< ~ "' "' o ,..., " -ci iii ----"' n;; CURB WITH ADA COMPLIANT GUTTER PAN AND ADJACENT PAVEMENT PER -----0 ~ "" ~ "' a:i "' "' ' ,,; + -: + •·: + CT! o r---,o O + •• -CNB DWG. NO. STD-181-L ON SHEET 18 (REFER TO NOTE /19) AND t-------------1~-.._+------------+--------------t----------------ir-----------=---==-"'-J==~~-"-----~=~c-b====----+------"'+--------='"'=t='°=-----------'~"-i-''°"------..;"'~"',9------j~;-1-~l'l-----~"ixi-------oi/+ &J:--------..+;+-c-"'i----°'iet!!9._._-l'-...._ ____ ---j DETAIL 3 ON SHEET 5. TIRANSITION TO STANDARD GUTTER PAN SLOPE <( ------------ - --· - ----_ _ "' -"' -iD !'9 <( OVER 5-FEET ON BOTH SIDES. MAINTAIN EXISTING CURB DRAINS. t---------=,2:=--11------------+--------------ll------------+------------l------------+-----'-t~~,,,<'~'"~ r"" ------"-----.::,-, ,2: _& @ROOT PRUNE EXISTING TREE. DO NOT INSTALL ROOT BARRIER. LF U Vlll'I...., L LI uno1A.r,,•••~r=+·"~+',ll+--1---'-----------1-------------l-------------1-------------1------__j t---------------f-------------+-------------+-------------+-------------+-------------+------ftlV•li=ur; ol'I LV \III,/ t-----, 90 t----------------+-----------+---------+-----------+---------+-----------+---------+-----------+---------+-------------1------1{][]---- "" u m "' '\ < \ 0.19% 0.50% 0.27% • -----'"' -"' ~ "' ~ ,___ __________ \--\----------+--\__~P~R~O~PO~SE=D~E~'L=Y~F~L=O~W-l=~~IN=E~(T~Y~P~.)-------+-------A·--~-----~-1-'----------\-\--1-----"--=+C"XIC:Tl~lf' C'' v C'f' , , vu\ \ -0.22% -,;:: ----- 0 -+:: "' ~ '--.. SCALE: \ 11, ~rvrsmNs-ru \ ---- - --• • • , rv1C'-," ~ r" " --, L.:...> ""O~LWSSUME~ 0n ,:nl"\C'[D [ 'LY FL8'"H'"fl\fF''r~ML+-'-------+---'-P-'-R-'-'Q,,_,P--'Q.,_,S,,_,E=-'D-'--'E~''=-L Y_,_,F_LLc'-cQ'-'-W'-'L""I -J".'E=--'(-'-T_,_Y,_P._,_, ) ___ --= "-:.cT..Llli)(l<:;)_jJJTIN-'4-'-~_J~L_L''l..1__ Yc:..1,_~(;"--'(LLlTYr_._J_P) ___ __j f----------~f---~-+-~7\T-Jo"''-' L LO ~~ 10 00 ,/ ,_r=VV~,,,L O 00 ,/ HORIZ: 1 "=40' VERT: 1"=4' 59+00 0 0 + I-0) J: 10 C, z -o a: -w I-> <( 0 t; CDW <( z w-w ...J en o I-<( ::E (MARINER SQUARE APARTMENT BUILDING! 60+00 61+00 62+00 498 63+00 64+00 COORDINATE WITH CITY ARBORIST AFTER REMOVAL OF EXISTING IMPROVEMENTS (AND PRIOR TO CONSTRUCTION OF NEW IMPROVEMENTS! ADJACENT TO MARINERS ELEMENTARY SCHOOL. 65+00 66+00 67+00 68+00 ALLEY 69+00 0 0 + 0) (0 zO 0 ,- -I-I-w <( w I-J: (/) (/) Ww ~ w ~(/) 0 I-<( ::E 40 0 DISPOSITION NOTES [fl PROTECT IN PL.ACE. [I] ADJUST CMSD SEWER MANHOLE LID TO GRADE. W REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. [I] REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. [I] REMOVE EXISTING AND INSTALL NEW TIRAFFIC SIGNAL PULL BOX TO GRADE. ~ REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX TO GRADE. PAVEMENT LEGEND I I l~I ~ 2.5-IN (MINl COLD MILL AND OVERLAY 4-IN (MIN! COLD MILL AND OVERLAY PAVEMENT SECTION RECONSTRUCTION CROWN LINE---,___ (FS PER PROF.J _ _:::..... _ _ CROWN LINE CROWN LINE ---,___ (FS PER PLAN) _ ':.._ _ CROWN LINE ---,___ (MATCH EX.l _ ':.._ _ GB (FS PER PLAN) ~ __ GB (MATCH EX.l ~-- S10-7 GRAPHIC SCALE 40 SCALE: 1 " = 40' (FS PER PROFILE) CROWN LINE (FS PER GRADES SHOWN ON PLAN) CROWN LINE (FS SHALL MATCH EXISTING ELEVA TIONSJ GRADE BREAK (FS PER GRADES SHOWN ON PLAN) GRADE BREAK (FS SHALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS! GEOTECHNICAL BORING (SEE LOCATIONS AND TABLE ON SHEET 2l 120 I ' "' 3 .,, .; gi I 5 C 0 a. ' ~ ;;i ~ m C 0 ~ 0 3 .,, e I 5 C 0 3' ~ E j ti ti > "' ~ e 'J, ~ "' ~ ~ i'j -~ F -< g ,-/ ~-----------------~---------~----------~-~----~--------------------~---~---------~~------------------------------~~"' ffi [:, These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPERV1SION OF: (?J~ 5/11/18 JEN REY W. WILKERSON R.C.E. 63466 DATE REV1EWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER "'"' I / ~> I;; uJ :,; :,; a_ I!/ "' <-a. I"'} uJ 0 f-----------------------~----------,~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS ~ 0 JWW/DML JWW/DML ~ 5/11 /18 >---------1 :~ CHECK&~~/KRR DATE:05/17 /18 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ ~-----------------------------------------------------~------------------~--------~---~-~--~~~-~----~--------------------~---~----------~----------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 10 STREET PLAN FROM STA. 69+00 TO STA. 79+00 RECORD DRAWINGS CONSTRUCTION NOTES 0 (/) ~-,,_---------,-e1+~·-~-------,l4i(/)~-----+-----------------11------------+------------1------------+------------1---------,=F~X=----+l-1'-I-P------\AP't ✓----"'-F~'----+''FV-''B---'\--------+--------~-------------1 CD COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM). t-----------~00·"'_----,8.' I~ 0 LL O (/1 (/1 / L ,I.,) I 11'1 u VY [. \,,;I \ I I r . / 0 _J t-----------1--<+?tc'·,;-'---.,,s.-4':_¢-------8;+;;,a',------ioi'i-·P,,,~;}------eQc~"-:::c------<s,a,t:"-=-------:§l (/) '" / en orr,.cn-------1------------,;::c'h~.,--ieo>i. ~:-1---------i & 0 COLD MILL EXISTING PAVEMENT TO A DEPTH OF 4-INCHES (MINIMUM!. r--:i +·-;±:l""J ±I"") g~ s;?f: ci;:: oLL (/) o(I) o a..... O'll,C)Qr,-.. @ 1-------1 85 '------f-,;°'of.!3-----"!,tl,.,.;,l-· ----;E:-t!'Ci-------l ~ofr--------';~f-----'"!tf. -~------<e,fEi------,.',lt;--002-----0;.p;,.;__-----,0Elf'<fl;.;_ ___ ---.;~>--------=;,;;------;,;-\-,,,-----.,;t::::r-=,---------o:m=.+-~...__;_+--Rti:e-----------':=:lf;'"-,---~;si--'1°5fi---'--------i!~fu,_-----e0+rt'--:!:i~-'±t~l-------i-'!l5'-3 CONSTRUCT 1.5" THICK ARHM OVER 1 " THICK MINIMUM AC LEVELING l-------' _____ ,,,,,,,~==~-'°-+00 _____ r---cl----~~~r--Jc_~----'-i::=-+"'~-------,::-C::T+~"'·-----+;;~ r--:i + N gf-·, .;;.°';_ ___ __,o,,·f<ooe,------~ciq;:'.:;;;--___ ----;:8~+-~~------c:8,,~:c,--------<~NnG:'.e"--c8;-f."~~~"'Q-l-fL,_::;.+-'8,;'.µ;j;q.---1/'---_,.~1,.j.!!=2--------+g+~~----j'~~+a-l!--U:',:::~11· -...:"''------c-Q,,"-~--------'g\'-·H;°'',------'-~+""-=-,£"""++'&:l"'-'--1-----~-----j COURSE PER TYPICAL SECllONS ON SHEET 3 AND 4. ______ .-------r--------------r---. ~ t) &:j r:iJ N ~'oci '2 :g ~ ~ tr;, ~ ~ ~ r--. ~ ~ / :t ~ [::: ~ r--~ ;t ~ ct~ Ii)'~ .._ ta'\ REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT 4" ll-llCK PCC l------------l--------------ll------------+-----------==--11---~-=cc±-~-----_-_ _j'_~µ:"-----~.a:,!-----cr--"'-l~wo---------c!~~!!S!,__ ___ r!2'+!!S!-=----~r--n'.-1,""c:----.r!2+:ro~--,i;r-->Ji5,c+---!:'.-l-"'---/-l-__',~-+•_,o_ ____ _._~_'----_-_-1-----'~~"----__;:::: ..,_-,, \V SIDEWALK PER CNB DWG. NO. STD-180-L. "-_ -'t, \ u.LB% ® PROVIDE PAVEMENT SECTION AND SUBGRADE REPAIR AT EXISTING '\._EXISTING W'L y ~G (TYP.l 0•21% LpR )POSFn w·i Y Fl nwi ll\11=' , Tt-' l -i-"Rui -usm-wcr DEWATERING WELL LocATloN PER DETAIL 4 oN sHEET 5. 1----------1 -----------t-----------t-----------+-----------+-----------+----='-'-~C!.!...!."'--'-'--'=-'--1=-"'--'-'--'-'-'"-------_L_J_"-'t"-"...u...LL,_...LL.J.....l.-'-'--".llJ...1.UJ'--4-'_L_,,,__ ______ __,t--,L--,_U"T<!rtb,,-,,,.Llll'lttl t.--,l..,.l"'T'f"r' r'. /r------+------t & @ CONSTRUCT 1.5" THICK ARHM OVER 2.5" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. -u - ii < ~ l"'I ~ 1/) fn ~ -------__ _,_ -,,,, g ~ <C iii @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE) PCC CURB AND GUffiR (TYPE A -36" GUffiR ~TH) PER CNB DWG. NO. STD-182-L RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF (OR VARIABLE> PCC CURB AND GUffiR (TYPE Al PER CNB DWG. NO. STD-1B2-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Al PER CNB DWG. NO. STD-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Fl PER CNB DWG. NO. STD-181-L ON SHEET 18. ® ROOT PRUNE EXISTING TREE. DO NOT INSTALL ROOT BARRIER. J: I-g~ 0 ~ ~ n L.i.J rn a:i-oLL ~LL '-0 V> 8~ gLL 81..&.. oLL cir=::;: ~ J: 1-------j 85 f-ttii..,1i---t_':A-.,➔--,8e;-t,,00,------'0?.f:°'::------:'~"l-.flc::=--------5.,>tff;_:'----,;:0,-f'ff"---,.._ ___ '8"St,"-t>--~ .... ~<fl~-j--~-~~• ;;,~-:.,,'il-¥.;;;~---.'-a:5H-m;;;-+-----------...:jt-----------+-----0-<fl------'$0..l-ff '"-_,__ ____ g~-+.:~-----i:0;t;-;'°;------.,,<:i'1'i;;;ac------'$0~r--,----~0 +.o,~--....;~~~~1-UJ_.,MV;;--JI-(][]----~ >----------------+4...,.-ti----;"'~"'i-----:.~·4Ii~-------1o~~Q---~·H-9-----E »· ir-;---;:;°';i;'°:g_--1---,.:!'~"',_· _ _,,+-4oc"'l------i~w"',i--l------------9 "+""~~----QJ-licn!-------la U"J o l.J.... ci -:::::: i.n n ..l i.n + + ± N r--. e9 1-------iw;"i---'w.,_-lf--ffi:;,'-'' al=--___ m.,.,·'l-'~"'------'~"'+11"-~------~:f"-!-ix~J----:~ ~ ~ r--: j: ~ r--. r--. ~ ~ CD I G 6 R ~ tO g ~ + en ~ ~ r::: I ~ r--. !!? r::: !_>9 ~ --w w w 1111= l,c' ------t-,. :::: ~I~ I'--!!?sa-----+r-.. -----: ~ + ~------(.-t;)-1)!:::4-, -----+~'+'00~-----.\'°!:'-fil':;o-----_-_'-_+~::::___ ____ -+_------+_------+ _-~=~~-b-~--__;;c,,..1-~ !!!!.,_,._7~1,1,,1=------J l---------tH--"+---l-------=-=-===:=...,ccc...=if-=~~~-----1--~~*~~~~-+--~-c¾-----ll------------+-----------_c~-"'--------;::v~=~-----;:.:~'~ ,--■ _., ===:! ---------~ ., .------------.-u u l-------~""'"~---¼----------+----------+---------+----------+---------+--------\=&i:-1)(1CTll\l(;_[---'L+--V -----+-----------l---------+-----------ll----,r-d_"----------j ""'~= :.:E~------l l-------..z----1---------1----------+----------+--------+---------+--------11,,A.w;li:-:vi-rAbJ____[_G--(-+-TY++P~',__---+-----------+----------+--------~ - g~ t-----, 85 1----h :'>1.fti<fl=------l=~.+-<fl=-------<;a-o!t_ ¥c_l-----,i5c,-ts"-t,-----oo-t;-;~,------c;,-ffl _____ o+-<fl-----------,,8s-luc"-,------,8:ccr,~.,,-----o+-ffl-----o-ffl-----+------o-<fl _____ oo+.~,------8nni:....rr-------,-i5-,,,r<7,"-,------oot1"-,._ ___ __,,,;;~_~;,:"------l,;oo-.cn.:~---<;o+if1"~c-l-----,-[][J---- f----------------~-c'-l-,-----oU'l-l,..,.,,_----01'-'------Q-l-;i'-1-------=-h------=~+cc-~-----G o Vl -· -u.... -..... >=? ~ o LJ... -.: -,-------Q-~-~----~~·+ N------8~-----u',-j-·~ -------.:i,t!cH--------, + • +~ cro, "''~ 0 ~ d~ ci-,-o°" .,,o ci ci-ci-ci-g~ "'°' 0 •~ "'oo +°' +°' r--S 1-----------l f--'°'"'-r&:l,,._ ___ o,<Ofl~c!l-----:6 ,..-+ ~---~~ U1 I,[) l"1 o LO '2 0 + co +·_,_'°,:;:--------;o~l-"OC!'!--------;;"'+~"+---------;0~1-"!!''!-----+"'+:.l=-___ --olc'b"'=-------,,i;+,~'°,__ ___ --;.+-.-fj;;;-------l':'+-+a:.-----~"""-ls-'<-------i'""~e;-!-----t -l---------l V -r--~K<->-----~r--et•oo _~t 00cc-----T __ ~ _ + r-...: ~ ~. ~ ~ ..----"<t-__ ITT .----I[') ,..-tO co r=:: !:9 r---!:9 " _ I..... -"-~~ r---!:9 ~~ r---ro r---!:9 r---!:9 r---~ "- -------------------i--------__ .._ __ _ ---1-----------c---------'--------------- \ ,_ ____________________ ---, __________ _,_ __________ _,_ __________ _,_ __________ _,_ _________ \~T~t)Ef-Sffl-6-£-'I:::¥ EG cr~.,~~-➔:----11---------------1-----------+-----------l''----------j SCALE: f-----------------------------ll--------------+----------------ll--------------+-------------l---------------+-------------1---------------+-------------l---------------l HORIZ: 1 "=40' VERT: 1"=4' 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 497 499 COSTA MESA ST COSTA MESA ST "' 499 FLOWER ST 498 ~ ALLEY 73+61.84 IRVINE AVE = 19TH ST 496 ALLEY ~ FLOWER ST (111 J I (191 (191 1 ~ FLOWER ST ~ ~ (10'1 I ~ 73+~2'.::HIR:NE AVE ~90+00 19TH ST I .!, I E 19TH ST (10'1 I ~ CITY OF COSTA ME~~ I . I (191 1181 (121 E5 ui 70+31.69 1R~NE Av~ I l,Jo1N (E) ;, :: ~ ~~~~-c=-==~~ i r-75+21.06 1Rv1NE AVE = ~ H--+----+J-o-l '.':: a e, , -~ 180+00 DOVER DR I (101 -160+00 FLOWERS ST I I llll I I r--"1 ~ :2 I 1 1101 I I I 200+00 ALLEY l-1 I JOIN (El I I I ;; "'__, <El R/W -i I V co 'li' -.., __, ' I I I r;23i'I ,--;'\ I I ~ (El RIVI f I I I I ECR o, '"' ..., "' -I N I I I I I ~ -:J 'MTH WING PER 27 I :r: <x: 23 ~ , + \ I 6 ~r--,.._ ~p ci /31\ ~ P (61 I 2 1 (J81 (~1 1□~ DETAIL 5 ON SHEET 5 I , ~ i ~ p ,GB (MATCH EX.l a"' 0 tB p p °' I /i -r--co en ""' "' rs £ \JV l .l.!. P P P \ 1 ! , GB <MATCH EX.l P P P L£'_ ..,. v , , / P -CROWN LINE ui co ' 0 0 125 p ~ 3' <O A I \ .L ' (El R/W ~ ~ ! ;t ~ 2~ 8 I '[_ ~ ~ ~ ~ ~ JOIN (El I T ' (El R:1-J ;;: ~ ~ ~ I t ~ g J_(E) R/W ' 27 ~ 0 ~ ~ (FS PER PL~N) ~ ~ ' ~ + i:=: .. ~ --T'" - -1 ~ ~ LO II ~ 1 r--. N ◄ + m / ~ , < l n1 H ;;, --~ .,_ ~ +--+--~-I r--.~ ---,:,,~~~~ .ccc-.;,-i-:::;__+ -/ / ·,-~ 0) 111.ll!!li -,: 21 +•rt=------·.. • • • -·.. • ·-• ..... ·~! · .......... : .. '.'.'.'.: ......... .. ........ · · ... .., ---; ·\· · -t , . --~ ·· -"' -... ... "" .. -... -"3-""'~cl--".:' -= ----· ·.·.·.·.·.·.·.········ ~ z ~-' r--y ~,,_,,~1,--1-.I;;;; ~ -W ~ '""' '.k\ii..--_ ___.. ~ W t-I--W -,,. ~ ~ .---p ~-.-JI-, ·~-""'"-~-;i; · "'-"-"' --------~ --·-------= ==·.a-~ ---- 1-0 ,..,,_ -,-ss ss --10+-illl--~ . -ss--\.:V--ss 71+00 = -r rrr -. 2+0d ,,,,, ___ , ~-lJ+QG' s--5------! =-,4 'F00j'=s;..__"'1RANS,-~~---l-"-c-"""1•"f5t'OO -'f J-1-l-ss;;:;-----'ll,T76-l'OIJ;:: ·s---ss---1--sS-"7i-·OO-"'o ---~·SS---·--5"18"-tOo --ss----· !S-' ----s s,., -..-_"\. , , , ----1-'Ss--_.,, -, --J L!..J'----.._1.:::::f'SS --~Y '":'iss , --ice+--'.'~ -_ -1, _I 161 , _. L..'....J·1= .,...1-+ --~--1 , _ 1 _ - _ , _ , -......_ ~ ..:1 WW ~ ~· =-,\..'A:l)~ u9T9n.¥1'£1,; ," ?\s:::._CROwlciNE7MATCh XJ -~;;J 71+79.26 EC -7 2+_2. [t8§'""§c -:E -.-, --~-12+~1:C ':' ;j ' d:--z ;+o2:3; ~-~-1 ""7" -r.-_._ ;;--- - -_,_ -t -~L illC--+--\-.J:!.ilP.ll..:.ll'~ - -_. __ -\:; + ~-- :::C: j:: ~ 0 , ,,-.,. I.). / • ".' • • r ~2 Iii B~ ' •. "f-1--/· -f--...._l.D'\ 17' z , I ~ J \ 74+5'0 \._CROWN LINE ~ ELEC-!Pl 1ii ( 1 X 3 ;,, f ~ [El ,t ~ CE)'JTERLINE Cl) Cl) ~ . ~ ~ _ i._ ~ 1-''~ = ;}:; .--,:,:~""i:,;,:s;J~--• i \ ~ ~ 1 ~ _, , ·@ ~f::.,~ 6• ssf.l r !Z ,. 1.s-P-rn ELANI • P , ~~ • ·-\--E -e-~ ·---e ,..... -e _ -~IT"' ~ X ;: X ',1 .' .>IJri -r;· ,_,,. ~. ~-,~-:--·-)_--J-:-\72+85.8$BC. -Z,,'t,'~1@~1~ • ~· • ---:;:. so ·=· ·-~-SD ·-=· .a~· _,~. -~ WW wz ~ 69+97.22 BC/ > .. ----CROWN LINE (MATCH EX.l / ""10-11 71+79.43 B. C, 72+24}5 EC l~0~-:;; __ ,_y_i:R7ss ' -,..,,.,9~\~ \ / 7-~fl----w---@},1 ---\-w--~L 1-W-----w-~ {l:I .. TRAtlS~---_]1-w-----w-"".1 --w-----w----w--~I---~~ --w---~-,,.. -...J ~-----75:"1 -1 --.~~3 ---3 -+._J.X'"'-3 ::c·--r ·-II '1-1:':::1/..=,..,.r ~c!:J ., / -I ~-;:::-...;;..j...-=-r-1...r --, e \ ---,7,;:;:15-T_-i:_;;::-------------•----- V,1 ;,; ill 1Il -=LY,J\= •---~r-' ,_,"'_,.-,.;, ',,,., :"; ;"t I V""'!/.1. ., = fl \ ;ffiOWfil LINE ~ [31._ ! 1 X 3 I M T~}~ )-- --ss-- ---ss-- --~---t!'r;s (FS -~--ss--i,lf --ss-----s '] ---_SJ --;;j'f --,:s-o ~- ✓-°".:;= --)--~ ~~-•;;;,; ~, ---w -::_~AB ANDL: ;~,-:~.JAB~_}w~i-~~AN□.L-w --'fl.-'N -.-.1~-w~--,-...J (MA .--w---+-w---w -w-----w-----w---. --w--~--w-------w----~w--- 494 COSTA MESA ST 495 WALNUT PL ;::; , -, \ ._ ~::,F~:::,.,:,' j / :,:: "' .e -" \_ \_(El R /W \ r--(/) > -"' en > CITY f2 ~ ~ ~ ::E vl t~)~~ ~ + ◄ ~ I t:: .~ r-~,~i _I 1 . '· / i1 vl ~~:= I 3:: ~ ~ ~ ~~(F:LAN) 5 ~~~ i~: BOUNDARY ct,~=~ fol '-' '° = f2 f {I, \ I 'S•;t;-15' / I 1 ~ v I I ~ J; ~ ~ I I a:, a:, I I I &:j""' I &:j ""' I r--~ ~ = L!:J ~,El R/W p p '-...r 71+94.19 IRVINE AVE= P l1l 1· ,J /-----, '// L, 132" SDIPi! II I @ p r--"' p I p p p p -t:: -r---t:: P 1300 IRVINE AVE 170+00 ALLEY 1348 p 16" w ~ i \I ~"" c,": I I _!:_I 1,: B!W 8 p I I I 9 I 9 I 9 ®-+--lllll I "'~.l..._''-"-1 p 76+92.25 IRVINE A IE = IRVINE AVE (4l (280 13)!!' ~(l '431 1· : 2112 1406 1412 1418 210+00 COSTA ME A ST 1430 1436 (NEWPORT BEACH (Ill , ,,/ ~ 11 11 j FIRE DEPARTMENT , ~ DOVER DR IRVINE AVE IRVINE AVE IRVINE AVE 14 2 4 MARINERS STATION) I I\ I : IRVINE AVE DOVER DR DOVER DR CITY OF NEWPORT BEACH IRVINE AVE (NEWPORT BEACH PUBLIC LIBRARY CREAN MARINERS BRANCH) IRVINE AVE IRVINE AVE O.C.F.C.D. (EAST COSTA MESA CHANNEL) 0 0 + 0) ..... z ;:: Q I-I-w <( w I-J: Cl) Cl) Ww ~w ...J Cl) 0 I-<( ~ 40 DISPOSITION NOTES [fl [j] rn &W [§] [ID [j] [j]] PROTECT IN PLACE. ADJUST CMSD SEWER MANHOLE LID TO GRADE. REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. ADJUST CNB SEWER MANHOLE LID TO GRADE. (NEW OWNERSHIP! REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. ADJUST OCSD SEWER MANHOLE LID TO GRADE. REMOVE EXISTING AND INSTALL NEW STREET LIGHT PULL BOX TO GRADE. PAVEMENT LEGEND ~ ~ 2.5-IN (MIN) COLD MILL AND OVERLAY 4-IN (MIN! COLD MILL AND OVERLAY PAVEMENT SECTION RECONSTRUCTION CROWN LINE---,,,,__ (FS PER PROF.l _ ~ __ CROWN LINE CROWN LINE---,,,,__ (FS PER PLAN) _ ~ _ CROWN LINE---,,,,__ (MATCH EX.l _ ~ _ GB (FS PER PLAN)~ __ GB (MATCH EX.l ~-- S1D-7 GRAPHIC SCALE 0 40 SCALE: 1 " = 40' (FS PER PROFILE! CROWN LINE (FS PER GRADES SHOWN ON PLAN! CROWN LINE (FS SHALL MATCH EXISTING ELEVA TIONSl GRADE BREAK (FS PER GRADES SHOWN ON PLAN) GRADE BREAK !FS SHALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS) GEOTECHNICAL BORING (SEE LOCATIONS AND TABLIE ON SHEET 2l 120 I I ~ ~ ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e 'J, ~ "' ~ ~ i'j -~ F -< g t-,,.. ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~"' ffi [:, These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPERVISION OF: (?J~ 5/11/18 JEN REY W. WILKERSON R.C.E. 63466 DATE REVIEWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER "'"' I / ~> I;; L,J ::, :,; a. '!I "' < ... a. I"'} L,J 0 f-----------------------~----------1~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS ~ 0 JWW/DML JWW/DML ~ 5/11 /18 >--------1 :~ CHECK&~~/KRR DATE:05/17 /18 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ ~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~----------~---------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 11 STREET PLAN FROM STA. 79+00 TO STA. 89+00 RECORD DRAWINGS 39.27' 39. '7' o ~ 1------------1""1-------------l-----_:--......., __ --_'_.,,o . .,_~ ... %.___:_:a'.-=--31"-',_---J-________ \_\-_-l--------------1--·-~U/o_---o_:30_. _1"_'0_::3_5 ___ u_ • ..,_.4%_._l--_\_ _ __[D:__cuD'il.lC'1P~~°i;n \Al'I y J:"I QWL_l,_,_INU.IJ:"___,_(T-+-LIYP~) ____ --+-_______ 1s_T_IN __ c _w_~',_'f_E_G_(_TY_'_~-; _____ --+---------------II------__, \_i:-x'ISIING W'I Y EG {TYP l Pl OPOSED W'L Y~ MEDIAN F OWLINE (TYP.l 1/ ~ ol/1 l-------------ll-----------l--_J_p'--'R-'41--1 P_,.,O._..S,._E'-"D-----'-'W'-''L~Y,__ ____ --+-_________ --l----------+----------+----F=-F-c~X-I---S-+U'-JC:h-~'.'~''c+'~----1'•1-----------l---------------ll------,"'e!-l----cu,+---+------,.,r..,t=r-+--------,so-b"-ac-½--------i 1------------c=---.-------------+-~M~Er"'l'--'-1A~N~F~L~O~W~L=l~N-E~(T~Y~P~-~l ---+----------+-----------+----------1------+/----11v.A~cE-r±,-''t-.1A~-Q+1;_-'F'-c-._J-'--------+--__;~;+,,,------+~:::s::a-k,.,_IIl~c,---_Jl--!'84 ..... 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'--+ OC! + . + r-r5 / ± r-i Lt1 a:5 co !B '-~ / 0,,17~ I::'~-o o LL \U ~=---------+-i-=<---¾e N 1.0 "q"' ,....., N m 2:?'-------~-'-"-l<-<----~~-..,_ ___ ___,+,_,_i;Nf---------<'+J-f-l~-----~,;,(~"'f--------~"'~"'l----~..,.h-lil"'2----/--~'1iµoog_ ___ _<oo"-f-"_ ____ --I-===~---+~===· -"-~------____jcac-.-.=il~;tl-!li1/l~~"i-~,-----,,,,"li;-s-f,\f"'L_ __ ~os-J-l"'~--~~~-~-~----c=-,.~-r--____j Q z ~ ~ R c3 R [;j r---a.i !!i! a.i !!i! co !!i! co -00 --___________ ?6 87+44.61 GB/j .. \\.87+52.11 GB :; ~ c;i 6 ~ ~ z ~ 0 ~11/7 /'-'-------=T =;j;~~;e-l --------1=-=_==-::=-=:--:-:t=::---=-=-:=--==-=±-=-==-==---=-==r=-=c==--::=---==-::::lc==-==-=c=~t==~--~---~l ~~=~~:=~---:1t;----9 ~"'n ---~0~v,,--------_~::-----l,::;--:-~~4:tttL; \.----S-4:tttt--~-IE+>ii-~.----";+4,;a:-~-----1,co~-;-+-l~ 1------=~-----i t--------t-·o------;-c'-----lrV-~------'-J=,-' ,0% ·-"' -U) 0 "' 0 "' 80. ~ 0 "-r-: ':: 87+46.61 GB/ 87+50.11 GB <Xl ~ co a5 :::=: • rt61%,.,l--'-"=------j------------t-------;--;"'-;c-----o:::-h"'~----ro=r----~6>Hc:_fL--------,;om =----------,;o~t-£---------i:5t'L----~5-PL-----':'ot----C-----7 c5 Ol - t--------~i1!'!1!------.r-:Cl_r +S2-ti"'~-------<oe>f'f"L---~~~c,,-t------~~~c:------Eoct"'~~-------':8,+-,"-,---------~o,+"-=------Eo>t. -;;'::; _____ 00,_~00-c---------ii05-t· -);"',---------egfio'5----~q";'··-bii3E>-____ 8+L·, -'.:c-. _____ .,.,H-c:>lic----____ ';_ :'!=--~l :!~-----+-8_3_.8_9_FL ____ 8_3_.8_9_F_L __ t-7----==~-~=~----:-::,,.--lr---,~ i II W O O V) CO (/) 0 .-. 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CO_ CO -CO -■ ~ ~=======~-8-5-u.i=,______.en.._.._--ll-o:2'+~,~ixi-~---'~"'-l-':;:i"'-· __ ___c~+~;;-+-------~'!-'4,;.,.;-----"~'-l-"~--------=::+=;=---____ ~+co-----co-"+-!9-· ___ ==~c--±:=====~--~· ·~-~---+-----.-~-~~~~==="-j=~===---=-------+--------------+--+::::--"--+-'t-o-._'~"_c"o>-J-l'G::'~-+-----------_.--'Cl).._.,__u-=Jf-~-8-5----i f-------.--•.--.-r--1'.i".1-------t<::~-====--==-===~~~!!;!-+-------&l___.,co=~====----+------·-_____ ----j-f--------------+------------+----+-'-------+------------+------------+----<'eu,+G...J:-:[.l=+.o:..--l\ _ ___.~+'°"'.f---+---------------l----l'lc''l-,-,.·----------j f----------lic1-:Z::---11--------------l--------------l-------------l--------------l-------------l------=~·J:"LXlSTI ~lie J:" 'I y ;;;: sj-;,; ~ [;, ~c__-+-------------1---l?=---J!W __ ---I ...J ~A en Ill /'Lilu-_LLJ(T~-JCD'---L-) ________ -+------------11--___;,;:::>l-a';...,·----,::;~+-ro-\--\-------+-----------¼--_;::J~__.•UL __ --: ii::: ,t co LPROPOSEb E 'LY ii::: --~PROPOSED 'LY FLOWLINE (TYP.l -MEDIAN I LOWLINE (TYP.l ~ <C O "-<C f-----------~=--.-----+--------l-~~"'39~.2~4~•~~..f-------+-------------+-----------+---------------j-----------+----------------j-----------+-----------=1Tr>----~Rt1"'~----:cift'-~-ll-~--------j f----------=.-::;=--1f-----f------+--C-U+B-R_E_TU_R_N_+-.------------+---------------1f------------+------------+------------+-----==------+,,.-----~e+i'?--------eo,~"'"-'--------eo;-fi."''----------c;;g r..: :; "' ~ :::l:---1--=2 =------------1 "' ,,., 0 V) 0 Vl O LL 0 -O> + O? co !:9 t-----------+-----.:~c~'+-----u~-+.~~'ii"...J'--~...J~+,-~-------+~----~=----~~----,··~---------e>f'-----~□~"'----~o""'-----eo,~"'-----8'~~----~o~"-=---~o~~-----O-g~ 9l0 +Lt1 co"q"' ·-,. 0 U1 a ---r -0 w... o,. 0 1· •' 0· 0 0 ;::::; i.n,....... +q.;..: _____ "'+'+"''---. ------2co~f,.;f--------'o1l-t-!'~---+_.-----------j ...., ..... ...... 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C'-1 n g ;;t_ 1 = ".-t: 00 00 !:9 co a:, ro ....... __ - -_ _ _ --+c-,,,jr--,._, +---: +..-..... 1 CX) .,....CO ~OCI oo!B C:0- C"loo ~~ g?~ ~ L _,,,.,.,-oo co ....... -------------------------- ./,........... -_/ -·-i--------' .-. \.\ - 0.20% 0.61%~' I \ :~;~!4% \ 1.03%--' ---------j------------j-----------t------\'--~Ex=1s=T~IN~G~E~'L~Y c--j .... -G~(T~y -p ~_)-------t-----------t-----------i-----------j----------------------j SCALE: f--------------.1,__-----------+-------------+--------------+-------------+-------------+-------------,------------+------------+-------------+----------------l 79+00 0 0 + 0) l'-- 0 z ,.... 1-Q w 1-w <C :::c: I- en en wW w;;e:; en ~ 0 1- <C :E 1442 80+00 81+00 1500 IRVINE AVE 82+00 83+00 SEE SHEET 22 FOR ADJUS1MENT OF- TRAFFIC SIGNAL PULL BOX. CONSTRUCT TRUNCATED DOMES AROUND PULL BOX IRVINE AVE 84+00 ESTHER ST 85+00 86+00 87+00 20TH ST HIGHLAND DR 88+00 498 2009 (101 E 20TH ST IRVINE AVE IRVINE AVE HORIZ: 1 "=40' VERT: 1"=4' 89+00 2011 IRVINE AVE . - 1612 IRVINE AVE 0 0 ... 0) a:, z C\I 0,.... -1-1-w <C w I-:::c: en en Ww ;;e:;w ~ en 0 1- <C :E 40 CONSTRUCTION NOTES CD COLD Mill EXISTING PAVEMENT TO A DEPTI-! OF 2.5-INCHES (MINIMUM). 0 CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. 0 REMOVE EXISTING IMPROVEMENTS AND RECONSTRUCT EXISTING AC OVER AB PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. ® REMOVE AND RECONS1RUCT PORTION OF 6" THICK PCC DRIVEWAY OVER 6" TI-!ICK CMB TO MATCH EXISTING. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. ® PROVIDE PAVEMENT SECTION AND SUBGRADE REPAIR AT EXISTING DEWATERING WELL LOCATION PER DETAIL 4 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF !OR VARIABLE! PCC CURB AND GUTTER !TYPE A -18" GUTTER YnDTHl PER CNB DWG. NO. SID-182-L RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF IOR VARIABLE) PCC CURB AND GUffiR ITYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK !CASE Fl PER CNB DWG. NO. STD-181-L ON SHEET 18. @ REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE GJ PER CNB OWG. NO. SID-181-L ON SHEET 18. DISPOSITION NOTES [El PROTECT IN PLACE. [I] ADJUST CMSD SEWER MANHOLE LID TO GRADE . W REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. W ADJUST CNB SEWER MANHOLE LIO TO GRADE. INEW OWNERSHIP! [I] REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. IT] REMOVE EXISTING AND INSTALL NEW WATER METER BOX TO GRADE. [fil REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. PAVEMENT LEGEND CROWN LINE--...._ (FS PER PROF.) -~-- CROWN LINE--...._ (FS PER PLAN! _ ~ _ CROWN LINE--...._ !MATCH EX.l _ ~ _ GB IFS PER PLAN!~ __ GB !MATCH EX.l ~ __ S10-7 GRAPHIC SCALE 0 40 SCALE: 1 " = 40' 2.5-IN IMINl COLD Mill AND OVERLAY 4-IN (MIN) COLD MILL AND OVERLAY PAVEMENT SECTION RECONS1RUCT10N CROWN LINE IFS PER PROFILE! CROWN LINE IFS PER GRADES SHOWN ON PLAN! CROWN LINE IFS SHALL MATCH EXISTING ELEVATIONS! GRADE BREAK IFS PER GRADES SHOWN ON PLAN) GRADE BREAK IFS SHALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS! GEOTECHNICAL BORING ISEE LOCATIONS AND TABLE ON SHEET 2l 120 I I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e "J, ~ "' ~ ~ i'j -~ F -< g t--/ ------------------~---------~----------~-~----~--------------------~---~---------~-------------------------------~~"' ffi [:, These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans ore not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IR\/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPERVISION OF: (?J~ 5/11/18 JEN REY W. WILKERSON R.C.E. 63466 DATE REVIEWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER <o, I / ~> I;; l,J :,; :,; a. I!/ ., <-a. ~ l,J 0 f-----------------------~-------~~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS I!/ 0 JWW/DML JWW/DML ~ 5/11 /18 1---------1 :~ CHECK&~~/KRR DATE:05;17 ;18 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ +------------------------------------------------------+-------------------+---------~---~-L---+-+--+---~----~--------------------~---~----------+-----------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 12 STREET PLAN FROM STA. 89+00 TO STA. 99+00 RECORD DRAWINGS t----------------.t------------t------------+------------+---------==-,,------Qt~(/)'-----:::h-,-----t,--="=----,--------==t===--;-;cc;;--;c-;--;=;-===~+-=---;------------+-------------t------inr'i" "fGP-8-SE---8----W'I:-¥-' "'"' "' c-Ff¥P }--rv,c-_T"' "_,_ 111'1 V C'f'_ I 'T"n\, ,aO = fl' 8 ~ 00 • = c;:oo C: ~ C:~ C: ~PR )POSED W'LY FLOWLINE ( YP.J ' --•~.,,~. \ t-------------------------ea" ~ ->'I---L--+---L---v-----1,+-I I Y-i=-, I-'+• -=..-\----+-=------0'!:a_fiv~,---------Co~·I r::;=------c:i"'+;t ,~;;;---ot~~ C N <O <n <n ;' ::: Xts-'tN-6---W-'t-Y----J--[icGc-r(-t-T-YY-i-P~. ),-~\-----t--------------j-------',----------to-----------j t---------------lt------------t--------,ccnnc--~t----~-0 1_bc~c---------,ld"' o N ~, ~ ci U1:; ~ '1 ~ 'i w .., .., .., .., .., \ ~ :'.: \ g ; ; ~,----------c,~cf-"-gS----~~=0>--~o, -0 § ~ O'l ~ en en ~ ' ~ ' -rH \ m ~ 0) - ----"\ .mo 0.16% 0.5~% . Q ~ 0 ....I Q Li: g Li: v:-09,o 8 Li: ~ ,-1 g Li: -· -·-~ Li: JgoL-QLL QI.L.. 90 8 LL 0 6--D,16%___0,t,.,.-:::r1.------, o LL Ota rne9 \ --O...J OLL i:?iLL LOLL OI.L.. o-• dN Or,,... a.-S=!~ '2~ Ocn LOtn 01.0 ~ f-------------~8f1"(/)l,;--------!;.~-=c-----+ 1"':'------+-~~--=-=--+e---------------+-----------+----------.."'f-h--LL~-~o~·+~----~~~-¼:,-,--~m1-oo---+coo'>1· ~---"'++':3'!--<"'-\'-J-:"'"----o+l'"'~----"'++"'~-------"~+"' .. '-f----'-"-i--"'-----.!4-.--'-----+g~v"-.,1-------<+i:,-J-;-;;-------<e+;,+-/;_;;-l----------j f------------ll--oG·~,...,m----'~<1-l-;~l\-------g-+oo-----:~------------_"_-_-____ +-----------+------------+------~~,-f-c::;;j------:l d ~ 00 ~ ~-j; ci ~ § j; ~ ~ O> ~ en 6, Ol ~ § ~ O> :i: ~ O> I.... 0) -;j; .,; co ~ __ ---rn 0 "' en 0 "' 0 cn:+"'-a,---____::::__,_-,.__,,,-f-"'------=-J-------=-'----------+---4,-----~~f--P'----1'Lf',,-----;R~E~Vl~S~IO~N~S~T~O=---+.a~!ct--==---<----------+---------j f------------11-<xi~-!ol-------b~~-=-=---+------------+-----------+------------+---------'------+---------------J------------+------------+--\-'---'-:_~L__C~==----p ~~R8fll:E:-A~~~-EB-~-,f-~-'-~+,,---------¼----------J l---------____..,/'-=-'_=--------------+----------+------------+----------+------------+----------+-------=1·-1=-~.XISTl~IG-\.A .• / +'~-+-, y f--------------+----------f------------__._--------j UcT'\IA~I er' /TY::>\ I .. · •· oU') oV> oU) 8 1 i:: oti... (/) 0 --oV> oV> Q~ oLL oLL oLL CONSTRUCTION NOTES CD COLD Mill EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM). 0 COLD Mill EXISTING PAVEMENT TO A DEPTH OF 4-INCHES (MINIMUM!. G) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. ® REMOVE AND REPLACE DRIVEWAY CURB AND GUTlER PER DETAIL 1 ON SHEET 5. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. @) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC RESIDENTIAL DRIVEWAY APPROACH TYPE I OVER 6" THICK CMB PER CCM SlD. DWG. NO. 513 ON SHEET 18. f------------lt------------+------------+-----------+----------~00~kLL-----0~LL~----e0>1~LL~---~0H~-----of*LL~-+/-~~~---~,~----~0~-~----~0~1'-=-------~0~.~-------,;o-LO~ B- u ~ _ o~ ._ ~-0 -c:i~ c:i 3"' go <nP o~ ~~ ~~ +'° +~ & f---------o=---ll------------+--------l'c_"';+-,(/)---t ------~c--t,t:'.,.,--------<1g".lf~LL?-----'~~-+'~=---------<~§i+,':';:;-------c"'OS+~~§1------:i ~ ~ ~-----E.;!;>C~'---;·1-----";t;'+;~,------~= en ~ m 6l 2i ~+o,~----~~,f..;"''--------u!m,+,;;0:------5!,:r,:t:::.i:i-,;+-o=--------, @ CONSTRUCT 1.5" THICK ARHM OVER 2.5" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. o c-lo-------------+------o~•cn---r--~---+-----~+,~,-------;offco<Q------.,;T_(--_____ .,_c,;-,.i,;;01------,."''>J;0s----~"' cr_.-------,m -...,, -J. ------""4='---------"+='------+-----+------+--------'Y--..i"i,c J--------j >--------~• ·-~ LL ~ ~ !. N ~ c,i ~ ~ , -------------------------------'i"'--------l "'-QLL LOL'1 +. ,....OCI O')..__. -----,.._ v, -ui n-+t0 □~ m-----Q~ ""' ~ i------, 90 f----,\U""'-----11--0 -(/)-----io~r-----ui-i+co~----,::"',t-S!c'lf--=t=---+-----+-------=-=-=1-=--===-------+------------+------------f-------------+------------+------------+-----0-(/)-----"0:;+-""-l--;u~,---l~ ol..L.. c:i6 ;:!::;r-,.: -----oLL 0~ ?:: z 00 ~ + ~-----,.o,~toc_.------_-_-_--t-_=-~-----j-------------t---------------j--------------j------------j--------------j--------------t------00--,,;~.--------g LL ci -0) ..---z ~ • , C'J ~ ---VJ QI P1 ~ f::2 -----;:;-•,Hr.-e------t"'-+'=:;;,----___ 0,"'+0=-Jl--jii,.-"-=---, t-------~--;~~-----lt--"'+tco;,;-----i xi¥--9-----_--c_::;cb-~~~---------t ----------------j f-------------t------------+------------0t (/).----------.:0:,ij,LL'>------)o~li-ic------<i§f'~----'::!a ...... o CO o r---ro -~ L CO co_ --wu av> oLL o~ c:ioo, o~ tOv + l"T>.o,_ f---------'---lt-=:;f-='----=c=--'--~-~-----+--------i,u,+--------ir----~4,,;------t------------+--------cc=,--------s~,1l(/)~ ___ ___,,e>t"-~-----;;;,1-,~----~-~-t<-,,,_----et-:vv:------'\"''+-c----~ .. l-'c'c,-, ____ et, ·-----~,,_,of-----~-+='c_ __ ----=-=sl--i'-~--l·~----l ·w--.---.-----F V-----::(I) ~t2 o~ U1 2~ 81.J... 00•1:::: S?9 8~ ~~ ±~ zt~ ~~ 6ig 0>£? ______ r: i.1 ~ :cC ,,, ~ f:2 8 ~ ~ ;:: ~ ~-------'8C>. ~ ~~col,_-----~"g4• 0::~;------.:"' _,_»Fg;--------i'+5+~~~-----~~TT"~'!-. ----~t ~s-----"'W.rof-------u-;+~---!--------"m'r"~---'-----=~7~>r=------t--_-----_-±-~--=~-~-------+-,..: ....... r-1-w-!-!------I f------j 90 ~en --0 U1 0 I.J... c:i ~ LC') r--. + . a5 ~ cri + -. l"1 CX) en ~ O'J --en --...L -[][]---f-------\<rn,.J-_ _.....~_._o---:+LL ___ -ion·=-----o rr, + 1 -• o ~ o, -O'J eg N ~------""''-1-'"!!:l._ ____ +---==ccl--~--====-=----+---'·11-----------+------------+-----------+------------l_.-_.y;_=.,1----j o @ -+ O'! =t= r---m es! -- I---------H-J""l--l'"1'ci-•..._.~ V CT.I tO g ~ -- -- - - - - - - - - -cJ,,.;•-----lco "" tt1 7 ~'§ --------~t.AtsfW~tT 7 ... -en ...J -- 1v1t.u1AN EC-(fVETr'"H.~---------+----------+--------+-111:J=-1u-----1 0 (/) 0 LL --Cl) 0 :--• g LL. 0 -f---------~<-+-----------+------------+---------------j------------+------------+------------+----~=~---~~Hrn~---~o~(/)~---~0Qf~~----~8~LL~----001.J... -o~~~<-----7 o0 i:.... 0 1.J... ~ c:iii:5 o.....,. □-o L()IF-,: mo "'""!llirli -u, ~~ c:i;::--S:°?Q ON U:,V +C.O +C) m~ ..._ f----------==--1t------------+------------+-----------+------------+-----------_c0.w:.------->oH~-----4.l f"=.------o·t; e-,c__ ____ ,o co + 1 · ....._ o ----o:,;+<e_'--------<!_~cni---_:_+:-__._-==--------j u, oLL... Ocn t.Oco + ci r---0 •-en m'V• ...,, f------------lt------------+------------+-----------+-----=~-----<~H'~"---~Q~LL~----0·1~-----~on·ffi----~oH"'~----~+~~---~~ci ~m m~ en--o U1 a LL. c:i -o (0 + ~ J, ci ~ ~ en::;::;: ______ -------t-----, 90 f-----+-------------t------,,o"'Vl,--------l:o,t'--Vl-----.;;>t,'l(/),!-------ioe,f'-,fll~ ___ ---,oct+:LL:-r------i o~·-P.~~----;;::;:+co;;:;:;!-----,.+~!--------,,..,.;,,~"'~'!-------'"'"P!c'l~ ____ -+----=:-=c-cl==-------"====-=----t--------------+-----------➔-----lJgoL--. 6 o· -:-,;::: N '-:-'+ OC! ,_ .. , O'J ~ _ _ L....2.!L..J _ o Cl) o c+-LL~ ____ ,g in o:·+~ ~-L_ ___ ---'so O'J ~ LC') ,..:,, r--. m ~ - - ----"\. -- f-----------------0 1--00-~---~gct<LLi/l· ·-----,-,=ci ~ ~ ~ + r--. ~ ~ ~ r...: C"I CXl m -,_ - - - - - - - -\ f------------1~~=----~m ----~"~b~----Af~~---~&00 ~oo m 00 en- t---------------lt--8+.+;:!;,,;--------,~m;~~-------'~°'T~"'------g+!c'l------=,,_-~-'-"f==_:_==-~"'c,1_==-~=-=if----------------+-------------t----------------i----\~-.c-XI C:TI t\l f'. ~ 'I V ~f'. r , Y..., l 0) u, 0:, ~ -------ex:,~ --- V------- SCALE: f----------------1 1--------------+-------------+-------------+-------------+-------------+-------------j ------------+------------+-------------+--------------l 89+00 0 0 + 0) CX) ;::: z I-Q w 1-w < :::c: I- en en p • "" 90+00 2013 IRV1NE AVE l 2015 l 2021 IRVINE AVE IRVINE AVE ITV OF CO • TA MESA p IRVINE AVE BAYCREST RD 91+00 2027 2033 IRVINE AVE BAYCREST RD 92+00 I 2039 I BAYCREST RD IRVINE AVE 93+00 1701 I -.1 IRVINE AVE 94+00 1711 IRVINE AVE IRVINE AVE 95+00 96+00 97+00 1717 1723 1729 1735 IRV1NE AVE IRVINE AVE IRVINE AVE IRVINE AVE IRV1NE AVE IRVINE AVE IRVINE AVE IRVINE AVE 98+00 17 41 1747 IRVINE AVE IRVINE AVE 1736 IRVINE AVE IRVINE AVE HORIZ: 1 "=40' VERT: 1"=4' 99+00 0 0 + 0) 0) zcv:, 0 T""" -I-I-w <w I-:::c: en en Ww ;;e:;w ~ en 0 I-< :E 40 @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE) PCC CURB AND GUTlER (TYPE A -18" GUTTER YnDTHJ PER CNB DWG. NO. SID-182-L RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE) PCC CURB AND GUffiR (TYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSlRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Al PER CNB DWG. NO. SID-181-L ON SHEET 18. DISPOSITION NOTES [El PROTECT IN PLACE . [j] w rn rn [I] [i] ADJUST CMSD SEWER MANHOLE LID TO GRADE. REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. ADJUST CNB SEWER MANHOLE LID TO GRADE. (NEW OWNERSHIP! REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW WATER METER BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW CCM SURVEY MONUMENT FRAME AND COVER TO GRADE PER CCM SlD. DWG. NO. 613. PAVEMENT LEGEND I I ~ ~ CROWN LINE.....____ (FS PER PROF.) _..:-.... __ CROWN LINE.....____ (FS PER PLAN) _ ~ _ CROWN LINE.....____ (MATCH EX.l _ 'l.-_ GB (FS PER PLAN)~ __ GB (MATCH EX.l ~-- S10-7 2.5-IN (MIN) COLD MILL AND OVERLAY 4-IN (MINJ COLD MILL AND OVERLAY PAVEMENT SECTION RECONSTRUCTION CROWN LINE (FS PER PROFILE! CROWN LINE (FS PER GRADES SHOWN ON PLAN! CROWN LINE (FS SH ALL MATCH EXISTING ELEVATIONS) GRADE BREAK (FS PER GRADES SHOWN ON PLAN! GRADE BREAK (FS SH ALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS! GEOTECHNICAL BORING (SEE LOCATIONS AND TABLE ON SHEET 2l GRAPHIC SCALE 0 40 120 I I SCALE: 1 " = 40' ~ ~ ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e J, ~ "' ~ ~ i'j -~ F -< g t--,.... ~-----------------~---------~----------~-~----~--------------------~---~---------~~------------------------------~~"' ffi [:, These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach ond the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPERV1SION OF: (?J~ 5/11/18 JEN REY W. WILKERSON R.C.E. 63466 DATE REV1EWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER "'"' I / ~> I;; L,J :,; :,; a_ ~ .; a. ~ L,J 0 f-----------------------~-------~~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS ~ 0 JWW/DML JWW/DML ~ 5/11 /18 >--------1 :~ CHECK&~~/KRR DATE:05/ll /l 8 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ +------------------------------------------------------+-------------------~--------~---~-+---+-+--+---~----~--------------------~---~----------+-----------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 13 STREET PLAN FROM STA. 99+00 TO STA. 109+00 RECORD DRAWINGS oLLo~ 01 i.nll::i:: -LL ·u. a / 0 ~ aJ --.. ~~ +~ 1-----------½-,05-t·; ~+=--~'°-q ~+ro--+--------------'Q%c-----+Hl"":---------;O~v,~-----,L-----G,1-vi-----f-ct..-----2-t------,a"',1--------=-------+---~c,-------<"'§-t-----+--------a,-f------+--c----------+-------------+--------,__=c---+---~k +----------, +":N~ mN +m +a::i r-~ o / QLL r--v, Ou, o o o ~ ---o!:9 m..--+ mmm 0 ..-p..--L()Ol o r-,.LL ciLL 0 Vl OVJ 8 O(I) f"1 a ffi aJ '......_ >----------0-~"' f8-m-h_c:------'---t-=----i-in-h,5,----+-----------Q-fai---'H-"'----~,1e-1N-------./---¥l~--i+NJ-,f,:,,--------;;,E -----<c0=1'f.:.;__---~o;~----~-lf'l------<,;-+<,-'--4-tvi----o:+,,--,,----"------<e>-l----------cc+--'f-------e+-----w+--~t------------+--------=-,,___------+-l-----c0 >J• -,....._ ...... /N ::':Cf? ... ,r--oLL LO ai 1 LL... v, oV> a -~ cc / o,_ -a-N~ +1.0 +-::;: '2r---a._ +Ol S2LL ciLL 0(/) ~(/) a (.!) ........ _ " .-. ~ ..... (-1.22%) en ; a ~--------e~m§>-----j~fh_+----~-,,_,1-"o;-. ----c!a....,+N -----.,.>--1-'_""-. ---., "''-~¥1-<cn,,_ __ ----"+~~o---=-------es.,.,ct-o-----,o ....... ai -= v,----g:+-:-::---co=-+------f8~--a,~-----l---------~~"s.:1--t_3--------I f----------~,f,,~ ______ Q_.8_7_%_,_'c----t-----------------t~-fl.Z4%== -..--..---Ol ~ ~ ~ g O O ~ ~ ~ Ol L{) OO _± t.O S? ~ :.: O g LL I,{) ~ 0 en o ~ + 0). , \r ~ ...... oo ~ co o ooai 1.0 : co . _"'!: a, OC> □tt=---,o;-tv,,--,,-----""'--t---------t------------------ii---u,c----------1 90 , '" ~ ~PR Or OSED W'L y ·v.oo;i; ., ~ ~ O g? )!; c,j J, <O ~ 0 !£0 u.. g ·~ .:-. {][]---- ' ■---,-··--··, -.-,, •• f-------j 90 0 ii\ L ,I.JIii~...,. L LI ,_______ __,.v'L__"------------1;,v~:,=;::;::,ffo,N EG (T, _; 1:1:l ... ----~ 1----------'-------------------1---------1-----------1------------1-------------l-------------l-------------l------------l-------------1-------------ll-.~~!--------, W -...J _, ""'i • ·-~ -en ac.n 8cn av, ■-I----------J"".._~o~,c------loHEcc-----------'oc';-lt~-------G>tfcl-----,occ+cv,cc-----------+------------+-----------+------------+-----------+------------+-----------+---------------------1,---------1 1---------~< ciN ci~----~9-h'°~---~~--~1-----~o~P"-~---~o~v,1-----~~~---~c,------l------------+-----------l------------+-----------+------------+-----------:I-~~~•~---~ + Cf? + O 60 i ~ o (0 "-': O ~ 0 V1 1111111:· Ol O Ol ;::;:; 0 Ol = 0 + ~ ~ :;;: 0 0 LL 8 en O en O -0 -~ ....... Ol ....., -,..... -Q ~-----",+4"cnC----~Of~<O;-;,---------<U"l,;-t::;::::~---~0 c~_"-------'0'e-. fb_e---------;o-LL O LL Q ~ 0 (/) 0 / -;:::;m +LO +1"1 9r---L()f"1 o...... o...... oLL of"J 1------------1<";__.. ____ _,__~~=~'--""1F-~-----'-~-==--=-------ll------='-~-!><--------',o'ctf<:,;-----<'srt-~--------:±-1-'.--:-----~~+o -------<+?-l-!ca,'l--------<l;4\><i----0°:-t,c:s----------c:jt c---------,co.1""'-----;g:+,<A---,-----+-----------l-----------------------7 --------...... ~ ~~ :3~ ~Q? ~cri ~~ :±LO f~ 9:; q..... QC/l f----7 90 l-----:f--------------f-----------+------'=...--"==-=-:::----_+-------'--r_"'----------''-r '-----_..;_~_5!-------<S_>fii'_,-------o-Ji,tl~------';!~'1-fu:~i-----,~ii's-f,;gl;,:----~~~::g;-· ----<0"'+-l-<::::"'--------<g'7.ff,"1;__----0-v,------+---------------IJ---------l{][]---- f---------------------------ll------------+---------------ll--------------'=---""-j=~~~~---'-----==-~lcc-=~c-=,c-=-==t=-==::---=-----t---------'='--f='--------~ ;= ~,-----;e~l-c_l-------e~------+-----------+----------, --------'-----a ,t::: g N l-----------+---------------ll------------+---------------ll-------------+------------l-----'-.-\-------l----------=--c=-c=t-----'C.C_c-=~~=-±-------;_ae-fl!_~----~+4~cnl-------<aotr,-,-----------------------7 ------~~ 0~ t-1--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ----:c--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -t7 -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -+--j--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ +-t--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_+-_,_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --t--t--_ -_ -_ -_ -_ -_ --',-\_==E=x=1:s:T=IN=G==E='=L: '==E=G==(T=Y=P=·=) ==============================~~===:=-=-==-=-~-~=:=======-,_,,,:,.;,~,.~ ~~----g-~-------¼--------1 99+00 0 0 + I-0) :::c: 0) ~z -o a: -w I-> < 0 t5 CD W <z W::J w :::c: rn o I-< ::E P I 100+00 IR\11NE AVE 101+00 SEE SHEET 15 1800 IRVINE AVE \ 1806 IRVINE AVE 102+00 103+00 1814 1820 IRVINE AVE IRVINE AVE 104+00 103+34.53 IRVINE AVE = 275+00 FRANCISCO DR 103+29.59 IRVINE AVE = 270+00 FRANCISCO DR 1830 IRVINE AVE 105+00 1836 IR\11NE AVE 106+00 1842 1848 IR\11NE AVE IRVINE AVE 107+00 5 1900 IR\11NE A VE 2201 5 I -0 g ~u..cn--11--------~ ---..--~ '2~ a_ 108+00 20 I 5 1906 1912 IRVINE AVE IR\11NE AVE + 00 en - --_ "-SCALE: HORIZ: 1 "=40' VERT: 1"=4' 109+00 0 0 + 0) 0 T"" z$ Q I-I-w <w I-:::c: rn rn WW zw ::J rn :::c: 0 I-< ::E 40 CONSTRUCTION NOTES CD COLD Mill EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES {MINIMUM). 0 COLD Mill EXISTING PAVEMENT TO A DEPTH OF 4-INCHES (MINIMUM). G) CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. ® REMOVE AND REPLACE DRIVEWAY CURB AND GUTlER PER DETAIL 1 ON SHEET 5. ® REMOVE AND RECONSTRUCT PORTION OF 6" THICK PCC DRIVEWAY OVER 6" THICK CMB TO MATCH EXISTING. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. @ REMOVE AND REPAIR IMPACTED LANDSCAPING AND IRRIGATION TO MATCH EXISTING. @ CONSTRUCT 1.5" THICK ARHM OVER 2.5" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6' CF !OR VARIABLE) PCC CURB AND GUTlER !TYPE A -18" GUTlER YnDTHJ PER CNB DWG. NO. SID-182-L RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. & @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6' CF !OR VARIABLE) PCC CURB AND GUTTER !TYPE Al PER CNB DWG. NO. STD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. DISPOSITION NOTES [fl PROTECT IN PLACE. [I] ADJUST CMSD SEWER MANHOLE LID TO GRADE. W REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. @] ADJUST CNB SEWER MANHOLE LID TO GRADE. !NEW OWNERSHIP) [Ij REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. [QI REMOVE AND DISPOSE OF TREE. PAVEMENT LEGEND 2.5-IN !MIN) COLD MILL AND OVERLAY 4-IN !MINJ COLD MILL AND OVERLAY PAVEMENT SECTION RECONSTRUCTION CROWN LINE----..,_ !FS PER PROF.) _ ..:;:.._ _ _ CROWN LINE CROWN LINE----..,_ !FS PER PLAN) _ ~ _ CROWN LINE----..,_ !MATCH EX.) _ ~ _ GB !FS PER PLAN)~ __ GB !MATCH EX.)~-- S10-7 GRAPHIC SCALE 0 40 SCALE: 1 " = 40' (FS PER PROFILE) CROWN LINE (FS PER GRADES SHOWN ON PLANl CROWN LINE (FS SH ALL MATCH EXISTING ELEVATIONS) GRADE BREAK !FS PER GRADES SHOWN ON PLANJ GRADE BREAK (FS SH ALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS) GEOTECHNICAL BORING (SEE LOCATIONS AND TABLE ON SHEET 2J 120 I I ~ ~ ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e J, ~ ,,, ~ ~ i'j -~ F -< g t-/ ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~,,, ffi [:, These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER THE SUPER\11SION OF: (?J~ 5/11/18 JEN REY W. WILKERSON R.C.E. 63466 DATE RE\11EWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER """' I / ~> I;; L,J ::, :,; a. I!/ ,,, """' a. IO L,J 0 1----------------------~---------I~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS I!/ 0 JWW/DML JWW/DML ~ 5/11 /18 >----------1 :~ CHECK&~~/KRR DATE:OS/17 /1B NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ ~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~----------~---------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 14 STREET PLAN FROM STA. 109+00 TO SANTIAGO DRIVE (22ND STREET) RECORD DRAWINGS 112+00.00 om ;(n~I~ '~9-+-DO.OO-~,-c...-------t-------------t-------------t-t-----~a,~m~------i---------------i t--------------i------------t--------------i------------t--------------i---------1 1---------__.,,l_!=81=.6=81~F=s----e~!e+-'-'j;a;"'.~---S:+-:;;:i'---1/'~E~X=IS~T~IN~G~W~'L~Y~(=i-G~(~TY~P~.~l ____ ----c,,,....,--+--'---c':----~'?~--r:;,c...,---~TTT?'Cff-.T?,TiTI]'7""""""F?-~Fvr,--,-----+---------+-----------+---------+-----------+---------+--------i 1-----------..._---~~-~--_=0 _+-~~----0~-~ I g'~ ;; .::t~TICA-t--f>S!Nf---<~=/---+-'-'--~,-,--<'~>t:<:ri---/-tr~_E_X_l:-+-~N_G_W_'L_Y_E_G_(_T_Y_P_.l __ -+------------+----------+-----------+----------t-----------+--------i 1------, 80 1----➔-------==........,_c::-:-----=H:::----f---¥t<;s..----:::+::::--------..,,__--+---....:,__,-:+----1'-------<~;..._---------+----------+----------+----------+----------+----------+-----1-[][}- --_ --/ c5 oci 8 ~ \ ,., ,._/ g LDFS-----------+-------------+-----------+-------------+------------+-------------+------_, -___,, _ :::= ._. d -..... _T -......, ---~~ ........... l"")r--,'. := .,..,_~-----0-(f)-----+-------------+-----------+-------------+------------+-------------+-------j ......__ Ol.J... 0 -0 LL. 0 (/) \ C) 0 0 LL. 0 --- d - + 00 ..., --- 0 LL. -0 0 0 u, + "' d LL. ~ N -"' t:; + "' -N 0, ~ 0 (/) rn ~ r---t, ~rl\ur _ ..)t.~1 QI") OLJ... <.!) -.............._....._ / -'~ l---------+-,,.,,..~ce---il'i-+cf=------0-+----------□-,p-n--+P ------____,~,",~-\\-+~---11----,~ ~ / CfZOHvi1<,~+-+u-tt1 l~rlilt.c'----~,------11-------------+------------+----------+-----------+----------1---------i l---------,..--F-~---~m0~~-'-----0~~;.._-------r=+=--1:s,.v+=--11.J6ED-CRDWN-LJJIJf _ _:~-,.-,,,_~~"sc------f;!t'=~f----.--l---------"c'c----l------------+-----------l------------+-----------I------------+------~ .._. -=-:::o--'° I """\..,, "' I "' , .-. -~ c::r ~ 0 ~ + ~ <.!) l---------j_E+:>-+---~.7g%" ""'~ ~ g g "-/ :' -, ~-s,1'_s'~o~---<':="!?R,-+-j -"""'t}"l'=+"'-+------------+-----------+------------+-----------+------------+-----------+--------, 1--------,u.--.,-11---------'=::,,_=c::-....c:--=jF-----'\'+~m!l:'-;+---;ornru,rlo-_h.ii.o-,c,;Qf---------+-+---=--= ....... +,-,1-----..<ri~--i',+.,u,~---------+-------------+------------+-------------+------------+-------------+-------j .,._ ----=, O o::j N LL. ;;2 ~........, ~1S: , LL. 9';;! i-----1 80 l------<G --l-----------===F ;;:,,,,=---~~--....,;.+,n-i',~--l-,-;;--!i!!-l-------+-+------=~----s!'~--Ph,,--....l.2.l---------+----------+----------+----------+----------+----------+-----1 '75"7 .= --~ ..-'/ +1.,.0:,•'+<0. QVl (.!) _::,...._ No::5 ~ ~ ,-----~ t 01_.i,.-r---LO LL \ '6/l .......... .-co •J ;::_-: 8 en ---¾-----------+----~~~:---~~~~ 0 -f,,,--m-f-----.---l-+------"-O,~;:'---J=-+tf.':---'c,fil'------------ll-------------f--------------11-------------f------------l------------+---------j 52 7 -<. /t/4-~ -r---;t ~ d t2 c3 ~ ~ ~~ -(0 ~ a __ ,,.. ·u,t r, , JOIN EXIST NG -c:::J-- !::!;1 -------------+-----------+-----------+----------tc 1----------1 ±1--,:f:;-C:Xts--'fttt l,l,ew~ :::c: O(f) 0-01.J.... ~ d-oR .-0 • t"') I---------J.-~¼-'+'i'½oo~-----.o ~m------+---------------i +-------------+-N~N~---------+-------------+------------+--------------t------------+-------------+------------+----------1 :..i-q, ..-0 LL .-t::: l---------"_....,._-l f--!_~-~---'°<s?-h;:::-----1--------------+------------t--,,,)----~o "'-m =------t------------+------------t------------+------------+------------+-----------+---------1 ~-./ + ...;f" Q en _,,.. 0 LL +-----~,-i...;.._-----------t ------------n.'------~-h -----+-------------+------------+-------------+------------+-------------+------------+---------! ----!'2!;§ 8N _ \-....._....._ ~~ -01.J.... - +----------------~~-~-+----~T~•------a+<,r,-------+-------------t-\-\---'--,c'-~'-•' o,+------t-------------+------------t--------------t------------t-------------+------------+---------1 f------, 80 1----..-----------"--'------::---~:'e+~:------;o~·+u;------=--1-----------+-+--'--"--;'_::-+!e ____ --C:>s'fi:Vla---_________ ---f ___________ -+--------------1------------+--------------1------------+------j-(][}-----61~ 8~ \ ', go_~----------+------------+------------+------------+------------+------------+-------, f-------------------------=--il"-s_~--~=~,__e'----~o \ -~-----. 2~ ............. ~~ +----------------------------i+-----~~-----~•=<------o-w,-------1 ---\------..c.....cc-~-1--=,__------------1 i-------------i--------------1i-------------i------------i-------------+---------i -~---;:: ~ 3 ~ \ ---.. Q en 1----------1 -------------1-------~-~,-:-_-+_+-------f;a~(i,<Oixi __ --~gTI~rl-~\c>---l□_E_N_T_I_C_A_L_P_O_I_N_cT"t--c:,-,-,--~~~-tl-ic-----t-----------1-------------11-------------1-------------1------------t---------j := r-- I EXISTING E'L Y EG ( YP.l_J ' ' ON +"' ' I I I EXISTING -'Ly_; EG ( YP.) ' SCALE: +---------------------------I C-------------+--------------I C----------~~-+-~'------------1--------------+------------l-------------+------------+--------------l 109+00 0 0 + 0) 0 ,.... ~z ..,_Q w .... w <C :::c: .... en en ww wz en ::J 0 .... <C ~ 2200 WINDWARD LN 1918 IR~NE AVE 110+00 111 +00 1921 1929 IRVINE AVE IRVINE AVE I IRVIN1E AVE 1924 1930 IRVINE AVE IRVINE AVE 112+00 1936 IRVINE AVE 2201 SANTIAGO DR 2131 SANTIAGO DR 113+00 I I I t--- 1 HORIZ: 1 "=40' VERT: 1"=4' 2001 (~1 IRVINE AVE b ~--4"--::c---'----------TV- (101 2130 SANTIAGO DR 40 CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A DEPTI-1 OF 2.5-INCHES (MINIMUM). 0 COLD MILL EXISTING PAVEMENT TO A DEPTI-1 OF 4-INCHES (MINIMUM!. G) CONSTRUCT 1.5" TI-IICK ARHM OVER 1" TI-IICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. @ CONSTRUCT 1.5" TI-IICK ARHM OVER 2.5" TI-IICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE) PCC CURB AND GUTlER (TYPE A -18" GUTlER 1-nDTHJ PER CNB DWG. NO. STD-182-L RECONSTRUCT ADJACENT PAVEMENT SECTlON PER DETAIL 3 ON SHEET 5. DISPOSITION NOTES [El PROTECT IN PLACE . [iJ w [§] [§] [i] ADJUST CMSD SEWER MANHOLE LID TO GRADE. REMOVE EXISTING AND INSTALL NEW CNB WATER VALVE BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW Ml'nD WATER VALVE BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. REMOVE EXISTING AND INSTALL NEW OCPW SURVEY MONUMENT FRAME AND COVER TO GRADE PER OCPW STD. PLAN 1405. PAVEMENT LEGEND CROWN LINE------ (FS PER PROF.J -~-- CROWN LINE -----IFS PER PLAN) _ ~ _ CROWN LINE -----!MATCH EX.l _ ~ _ GB IFS PER PLANJ ~ __ GB (MATCH EX.l ~-- $10-7 2.5-IN (MINJ COLD MILL AND OVERLAY 4-IN (MINJ COLD MILL AND OVERLAY PAVEMENT SECTION RECONSTRUCTION CROWN LINE !FS PER PROFILEJ CROWN LINE (FS PER GRADES SHOWN ON PLANJ CROWN LINE (FS SHALL MATCH EXISTING ELEVATIONS) GRADE BREAK !FS PER GRADES SHOWN ON PLANJ GRADE BREAK (FS SHALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS) GEOTECHNICAL BORING (SEE LOCATIONS AND TABLE ON SHEET 2) GRAPHIC SCALE 0 40 120 I I SCALE: 1 " = 40' ~ ~ ?J I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e "J, ~ "' ~ ~ i'j -~ F -< g t-/ ~----------------~---------~---------~-~----~------------------~---~---------~-----------------------------~~"' ffi [:, These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRI/INE. CA 92618 {949) 923-6121 FAX UNDER TIHE SUPER~SION OF: (?J~ 5/11/18 JEN REY W. WILKERSON R.C.E. 63466 DATE RE~EWED: FRANK TRAN RCE 62845 CITY PROJECT MANAGER """' I / ~> I;; L,J ::, :,; a. I!/ "' < "' a. IO L,J 0 f-----------------------~---------1~~ DESIGNED: DRAWN: /.j\ 11 /15/18 RECORD DRAWINGS ~ 0 JWW/DML JWW/DML ~ 5/11 /18 >----------1 :~ CHECK&~~/KRR DATE:05/17 /18 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE:________ SHEET OF ~ ~ ~--------------------------------------------------~-----------------~--------~--~-~--~~~-~----~-------------------~--~----------~---------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 15 STREET PLAN HOLIDAY ROAD (21ST ST.) FROM IRVINE AVE. TO STA. 261+36.31 RECORD DRAWINGS 39.27' CU B RETURN Wu> > o ~ X < ~ U w ~ ~f- en "' "' PROPOSED TOP OF CURB CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2.5-INCHES (MINIMUM), 0 CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELJNG COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. w ,----d--:u f-------------------------li---------------azl -2 ,---,t;-----------J l-l-'---~-+ ----i+.c:--+----------~lf-'=------+----~...,f------------+------------+-----------+---------------------1 > Q f-~ ~ 0 o. r--·~ 0 REMOVE EXISTING IMPROVEMENTS AND RECONSTRUCT EXISTING AC OVER AB PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. a::: ., ~---r!: \ ~ ~ ~ ~ 6 ~ ....._ ~ ::;:, ~~ ---O N ~' \ "' er, --_ _ <O N ,-,--,-, ,--... ,,. ----------....._ N Ol l"iN LOLlY ........ ~ -....... ~ ~ + c-.i <I ~· -0.50% ~ ~ /g CTl -------(0.34%) 0.50% -- ou ci ,-. ON +"' <O N N a, 0 Ou . ,-. N r-- + "' CON N er, ..-u i---= ~ CD cj + ~z --------EXISTING TOP OF ---- URB 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6 • CF !OR VARIABLE> PCC CURB AND GUTTER !TYPE A -MODIFIED) PER CNB DWG. NO . STD-182-L. MODIFY GUTTER WIDTH TO 18" AND GUTTER DEPTH TO 1.5". ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. 1------j 92 1-----------------t-------\:-------+-------------t-----------+--------------1------------+-l'----------------1=-=~~-=--:_::--+--------+------------lf--B.~~.---+--------------------j @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC RESIDENTIAL DRIVEWAY APPROACH TYPE I OVER 6" THICK CMB PER CNB DWG. NO. STD-162-L. ,1 EXISTING TO OF CURB EXISTING GROUND 1-------------------+---------+-----------+----------+--------+------AT CURO1--+---------+---------+------------+-----------------j @ REMOVE AND REPAIR IMPACTED LANDSCAPING AND IRRIGATION TO MATCH EXISTING. 92 5l "' .,; u... "' + "' "' ~ <O N en '-" ~ (./) "' u... "' "' ~N N er, en "' co ,--: u... -"' + r--0 . <D N en "' "' 0 V1 0 u... ci -+en -c-.i <0 "' N -----01%l+--------f----+----------=--c=1r_'7i0_f.c2"'%~:J--~~~~=c=--==----±------------+--------------------1 (-0.58%)------- ~G---G~\-V-~bi-=~----,---------+----------+----------+-------------------1 AT CENTERLINE @ RELOCATE EXISTING AIR AND VACUUM VALVE ASSEMBLY PER MWD STD. DWG. NO. 8 SHOWN ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6' CF !OR VARIABLE) PCC CURB AND GUTTER !TYPE A -18" GUTTER YnDTHJ PER CNB DWG. NO. SID-182-L RECONSTRUCT ADJACENT PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4' THICK PCC CURB RAMP AND ADJOINING SIDEWALK !CASE A) PER CNB DWG. NO. SID-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4' THICK PCC CURB RAMP AND ADJOINING SIDEWALK !CASE BJ PER CNB DWG. NO. SID-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND INSTALL NEW LANDSCAPING AND IRRIGATION SYSTEM TO MATCH ADJACENT THEME AND EQUIPMENT. CONNECT IRRIGATION TO PRIVATE IRRIGATION SYSTEM. DISPOSITION NOTES [fl PROTECT IN PLACE. [I] ADJUST CMSD SEWER MANHOLE LID TO GRADE. [I] REMOVE EXISTING AC CURB. [fil REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX TO GRADE. [fil REMOVE AND DISPOSE OF PLANTIER. PRO OSED FINISH SURFACE SCALE: 1----------------------------ll-------------+-----------------ll-------------+------------l-------------+------------l-------------+------------l----------------l 259+50 259+75 260+00 '-f I I J I ~ 99+5l➔1 ~ ~ I J_RVIN,E 1.0% I 20.00 I I I "1-~-'-c;......---'I-_...). I • 7' 260+25 260+50 260+75 261 +00 99+53.77 IRVINE AVE JOIN EXIST C&G TRANSITION C&G TO JOIN !El • 1---'li· ~--r---GRADE FG •1 Q.5' . • I 14 TO JOIN !E) 1.5% . • ~- PLANTER p WALL PCC RETAINING CURB CONSTRACTOR SHALL 1753 CONFIRM THAT EXISTING IRVINE AVE WALL FOUNDATION DOESN'T CONFLICT 1'11TH NEW IMPROVEMENTS CONTRACTOR SHALL POTIHOLE EXISTING GAS, ELECTRICAL, AND WATER LINES TO CONFIRM THERE ARE NO CONFLICTS Vr1TH NEW IMPROVEMENTS p "" p ~ w PCC PVMT 261+25 JOIN TRENCH DRAIN @ ~ HORIZ: 1 "=1 O' VERT: 1 "=1' 261 +50 261 + 75 1744 PALOMA DR --~ ~ -~----~--- "' ------£------£-- PAVEMENT LEGEND I I I~ ~ CROWN LINE---...__ IFS PER PLAN) _ ~ _ CROWN LINE---...__ !MATCH EX.) _ .__ _ 2.5-IN (MIN) COLD MILL AND OVERLAY 4-IN !MIN) COLD MILL AND OVERLAY PAVEMENT SECTION RECONSTRUCTION CROWN LINE IFS PER PROFILE> CROWN LINE IFS PER GRADES SHOWN ON PLANJ CROWN LINE N'LY R/W I HOLIDAY ROAD (21ST STREET) S'LY R/W I -----w-- ----w--261-+J6!-J1-- -w-- ----w-- - ----w-- - IFS SHALL MATCH EXISTING ELEVATIONS) IRVINE AVENUE TO STA. 260+94.31 NTS \ \ \ These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. HOLID 1. • • • • • • 14 • • • GUY WI 260+43.00 !93.17) FS -1---W (ABAND) -----W (ABAND) -----W ( [81 = ---- TRIM !El TREE AS REQ'D TO CONSTRUCT NEW IMPROVEMENTS 260+94.31 261+00 -,,,~----,,-~,...-;---'---I 35 • = "" JOIN (El N 49'21 '29 ''W -----:s:s 3.,, ...... --I,--- pp.:.-~~ 00 CO 0 -:::::: tJ l AND)-----W (A ,N□)----W (ABAND)-----W (ABA D)-----W (ABAND)-----W (ABAND)-----W ABAN )-----W (ABAND)-- D I \j_ _______ _y 0 HOLIDAY RD (21ST ST) 2200 10 HOLIDAY RD GB IFS PER PLAN)~ __ GB !MATCH EX.l ~-- S10-7 GRADE BREAK IFS PER GRADES SHOWN ON PLAN> GRADE BREAK IFS SHALL MATCH EXISTING ELEVATIONS - SEE TYPICAL SECTIONS) GEOTECHNICAL BORING (SEE LOCATIONS AND TABLE ON SHEET 2) GRAPHIC SCALE 0 10 30 N'LY R/W I 8' ':J 0:: w 0:: (l_ 0 f,' 0:: (l_ (l_ ::J 4. (30') I (181 20' 12' > :,: w f,' __, w STRAIGHT <C ~ "" GRADE ------+-----l 1 3 (121 S'LY R/W I I I ---7 HOLIDAY ROAD (21ST STREET) STA. 260+94.31 TO STA. 261+36.31 NTS ~ ~ ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e 'J, ~ ,,, ~ ~ i'j -~ SCALE: 1" = 10' ~ g t-/ ~----------------~---------~-----------~----~------------------~---~---------~-----------------------------~~,,, REVIEWED: iii i:, () Stantec 38 TECHNOLOGY DRIVE IRI/INE, CA 92618 (949) 923-6000 TEL {949) 923-6121 FAX (. - "'"' I / ~> I;; L,J :,; :,; a_ ~ ;;; a_ .. <D UNDER TIHE SUPERVISION OF: f---------------------------------1 ~ ~ 7 / (/JJ DESIGNED: DRAWN: A ~ 0 FRANK TRAN RCE 62845 CITY PROJECT MANAGER /IV~ 5/i?-/18 JWW/DML JWW/DML L.!...',. 11/15/18 RECORD DRAWINGS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/l?-/18 1----------< !al!~ • • .. • OS 17 18 NO. DATE DESCRIPTION OF REVISIONS APPROVED ·--------SHEET OF s:, ~--------------------------------------------------~-----------------~--------~ __ MR_H~_RR~--~~~---+----~-------------------~--~----------~---------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 16 DETAILS RECORD DRAWINGS ------ 17 ... -co WALL p SEE SIGNING AND STRIPING PLAN FOR DISPOSITION OF EXISTING SIGNS DWY -·W BAND) -------+-~ ..,. 17 I I :r I I I I I I II IT I I I I I I . I . J I if ,.. _1-_R/W 95.81 FS T-----T-----T-----T-----T-----T--- T--·--T----T----T----T----r--J.Q • -w-------E---W-------·fY----w---E--w- ,.. 0.68% - 20 10 I -... rl. II ~ ~- '-1: ~ ~ 3' I w (A.BAND) - - -w (ABAND) - - - - -w (ABAt~ G: b cri -A o-o:rc:o + ": "' "' -I"")~'=' IRVINE AVE 2 ~ DRIVEWA VS DETAIL SCALE: 1" = 5' SEE SHEET 6 SHAIDY DR (PRl~ATE) I I I RETAINING CU~B (IF REQUIRED> I 1 ----1 _______ T ______ _ "' 17 I I I j-I ~ ~ I ~ ~ I p WALL 87.43_L_/W FS I ...... - ...... ....... ~j ...... :i'l . ::,.,: ...... IRVl~)YE I +---,----,.,..... I I I 0.30% - --- - - --T-----T-----T---- , r--. .....J LL.. ....... _J ~ 't-(~AND) ~ • <:}--W (AB ~0 ~1 g , ..... _Ju_ -'....J""'u_ (.) N Q : •---~?V DRIVEWAY DETAL ® ------! 2 SCALE: 1" = 5' SEE SHEET 8 BCR (86.84) FL JOIN (El 6" CF M2 86.72 FS TSPB p -ss-----ss--~~ z<::.-pp p --ss-----ss-- "' 0 "' -, ----+--- ..,. 17 20 10 0.40% - -~ M4 84.61 FS R/W 1 1 AB~IE WAY: r f I I I I I I I I r f I I I I I I I I r" T· --- (96.33) FS T-----T . : .. ~' ......... . .... r . . . . -'--'-. - I -ss.1---SS· a, _J (/) 0 LL..Sl.:i.... -ss- I <On.-- I 0 "' ..... + .. f ..... "' "' "' co co I 57+00 CROSS GUTTER AND RAMPS DETAL SCALE: 1" = 10' SEE SHEET 8 SCALE: 1" = 10' SEE SHEET 9 I ECR (86.89) FL I JOIN (El 6" CF \ SEE SIGNING AND STIRIPING PLAN FOR DISPOSITION OF EXISTING SIGNS M2 -A..!....l-"~/ 86.67 FS 6/4 86.60 FS 57+50.07 BCR#- 86.57 FL ---T----T----------T -T-. . . . . .. +--,-,-:=i---- ---------~·~-~ w -SS--SS· -ss-.:....---SS· --:z---SS- IRVINE AVE I p FH Q i 5 4 ~R/W -·-£..:.. - PCC p CURB 30 a, ..,= -a, ~ + II ;:;:: 3' ,----.-.-----. ... I . 31 W=3' ---y - r. CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A DEPTI-1 OF 2.5-INCHES (MINIMUM). 0 CONSTRUCT 1.5" TI-IICK ARHM OVER 1" TI-IICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. 0 REMOVE EXISTING IMPROVEMENTS AND RECONSTRUCT EXISTING AC OVER AB PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" TI-IICK PCC SIDEWALK PER CNB DWG. NO. STD-180-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" TIHICK PCC RESIDENTIAL DRIVEWAY APPROACH TYPE I OVER 6" TIHICK CMB PER CCM STD. DWG. NO. 513 ON SHEET 18 . @ REMOVE AND REPAIR IMPACTED LANDSCAPING AND IRRIGATION TO MATCH EXISTING. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK FULL DEPTI-1 AC PAVEMENT OVER COMPACTED NATIVE ADJACENT TO NEW PCC IMPROVEMENTS. WIDTI-1 EQUALS 2-FEET UNLESS OTHERWISE SHOWN. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6 • CF (OR VARIABLE) PCC CURB AND GUffiR (TYPE A -18" GUmR WIDTH) PER CNB DWG. NO. SlD-182-L. RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" THICK PCC CROSS GUTllER OVER 6" THICK CMB PER CNB DWG. NO. STD-185-L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Al PER CNB DWG. NO. SlD-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Fl PER CNB DWG. NO. SlD-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Gl PER CNB DWG. NO. SlD-181-L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC ALLEY INTERSECTION OVER 6" THICK CMB PER SPPWC 130-2 ON SHEET 18. ® CONSTRUCT 6" THICK PCC LONGITUDINAL GUillR OVER 6" THICK CMB TO MATCH EXISllNG. TRANSITION GUillR DEPTH TO MATCH BACK OF SIDEWALK. DISPOSITION NOTES [El PROllECT IN PLACE. IT] REMOVE EXISTING AND INSTALL NEW WATER METIER BOX TO GRADE. [fil REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. [QI REMOVE AND DISPOSE OF TREE. UTILITY COMPANY NOTES ® PROTIECT IN PLACE. I I I T I I I I I I I I r ~ I I I I I : SEE SIGNING AND STIRIPING PLAN I_ I FOR DISPOSITION OF EXISTING SIGNS I i': I I p WALL 83.74 FS 8' p PB 83.66 • . FS. -T----T----T---T----·T----~-.---:--:--E~----.------.---£--,---~ a ·t-,--.-...,.. E---- ... p pp /j "'-'wc._ .--LL -U --------m.....J-LL ~r=::::z;i -w--w- --: "-u /+'\. + en o co -w----w-~o -" L_ -~~oi~-----w-----w-----w-----w----- lRVINE AVE ~~o I ,.._~ ~ I ~ I I ALLEY INTERSECTION DETAIL SCALE: 1" = 5' SEE SHEET 10 "' 3 .., .., ;z I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .., e I 5 C 0 3' ~ E j ti ti > "' ~ e J, ~ "' ~ ~ i'j -~ F -< g t--,... ~-----------------~---------~----------~-~----~--------------------~---~---------~~------------------------------~~"' ffi [:, REV1EWED: These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, the City of Newport Beoch ond the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. () Stantec <o, I / ~> I;; l,J ::, 38 TECHNOLOGY DRIVE (949) 923-6000 TEL t. -~ a. IRI/INE, CA 92618 {949) 923-6121 FAX < 1J FRANK TRAN RCE 62845 a.~ UNDER TIHE SUPERV1SION OF: CITY PROJECT MANAGER f-----------------------~---------1 ~ ~ 7 / (/JJ DESIGNED: DRAWN: A ~ 0 /IV~ 5/i?/18 JWW/DML JWW/DML L.!...',. 11/15/18 RECORD DRAWINGS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/1?/l8 >-----------< !al!~ • • • • • 05 17 18 NO. DATE DESCRIPTION OF REVISIONS APPROVED ·--------SHEET OF s:, ~-----------------------------------------------------~------------------~--------~ __ M_R_H~_R_R~--~~~-~----~--------------------~---~----------~----------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 17 DETAILS RECORD DRAWINGS 73+86.23 181.5J l'FS 73+98 .. 32 MOC , • 81.30 FL:81.47 FS ,..._ IRVI E AY,E I -=-4.:... -- 73486.~ ./ 74+01.75/ I 7J+□2.03 EC 181.20l FL 18L36l FS ,f ,[81.60l / 181.41) FS JO[N (El· 6 "-e.---w-• J I MEDIAN NOSE DETAIL CD ----1 SCALE: 1" = 10' SEE SHEET 10 80+00 79+62.00 -~ I/ <83.29l FS __ o-JC" ~ 7 ~ ~ ~ w I R'OWN LIN +N N z st-=480' rncocoO . N f;J ~~-I •1 !MATCH .l r---__ -:, t:::; I 23 ~ 1.38% 80+10.00 <83.16) FS 11.1 %) 1.60% FL -E· I - ---_ . £~1~□-u~~ _ . _ . _ . ·-·-·-·-·-·-·- ,.,_ IRVINE A VE 79+.87.80 183.09) FS -sD ·SD-8Q+1Q.Q0 -SD· (83.14) FS 87+04.00 ~·~--,.-- MEDIAN NOSE DETAIL ® ----2 SCALE: 1" = 10' SEE SHEET 11 87+48.36 '""""C""'"IL-C""'A""T""CH.,...,,B""AS""IN.,---""'33 SEE SHEET 11 FOR LOCAL DEP. FL PROFILE SEE SHEET 19 FOR DRAINAGE IMPROVEMENTS ,,.- / '\ \ I /'---/ 87+75.00 (84.32) FL (84.49) FS JOIN IE) 8" CF =--:__ --;,;,_z+::-,,,_-_1,_.._,----,.,.._-+-ffi';'!-i!!!::::J~~it~jl:l::;~~~~~=l'F~~~~~~===;:~'i!======= BOUNDARY'° I I I -~ - I I \ \ ~ \ -w- 87+34.61 EC 8.'1-.9§ FL 84.98 FS -w-(84. 90l FS•- -w--41- -w- IRVINE AVE MEDIAN NOSE DETAIL SCALE: 1" = 10' SEE SHEET 11 4 -w- 3 -w- 87+75.00 (85.36) FL (84.34) FS-- .....,. JOIN IE1,.,_ 6" CF "' (O_ 75%) ;;. 90+ 70. 75 BC ~--w-187.91l PS - -.,_ - - --Y{J()IN· ·IE) I f I I I I f I I I I 90+81.65 MOC 88.64) FS ± IN (El -----. -. . . . CITY B NDA £GRADE BREAK ---- "' ci 1+2 88 91+ □ 7)52' ._ IRVI~' E AVE (88.lOl FS \ \ \:~l\ r ~l MEDIAN NOSE DETAIL 0 ---~4 SCALE: 1" = 10' SEE SHEET 12 99+25.00 U'.l -~r---99+53.77 92.47 FS 99+25.00 (91.65) FL 191.77) FS I~ JOIN (El I ~ 8" CF 1- (0.2%) SCR 'I <89.21) FL JOIN IE) 6" CF 4 IRVINE AVE 0.86% 99+69.06 BC 191.86) FL (91.90l FS JOIN (El 6" CF MEDIAN NOSE DETAIL ' I f I SCALE: 1" = 10' SEE SHEET 13 I DR : l(l I _J 5 SEE SIGNING AND STRIPING PLAN FOR DISPOSITION OF EXISTING SIGNS I I I 102+84.59 ECR 89.27 FL 36/4 89.23 FS l /2 89.20 FS -w--- CROSS GUTTER AND RAMPS DETAIL SCALE: 1" = 10' SEE SHEET 13 91+43.29 BC 189.27) FS JOIN IE) --SD---;.--SI (0.20%) ECR (89.14) FL JOIN (El 6" CF I 3M4 89.07 FS M2 89.00 FS p CB fC - M4 88.94 FS 103+ 74.59 BCR 88.89 FL -----------------------------~----E----~-----E-----E-----E-- ···--··---···--· . . . . . . .. -'II-,._ -ss --SS· 6 CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2.5--INCHES (MINIMUM). 0 CONSTRUCT 1.5" THICK ARHM OVER 1" THICK MINIMUM AC LEVELING COURSE PER TYPICAL SECTIONS ON SHEET 3 AND 4. 0 REMOVE EXISTING IMPROVEMENTS AND RECONSTRUCT EXISTING AC OVER AB PAVEMENT SECTION PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF (OR VARIABLE) PCC CURB AND GUTlER (TYPE A --18" GUTlER YnDTHl PER CNB DWG. NO. STD--182--L RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF COR VARIABLE) PCC CURB AND GUTlER (TYPE Al PER CNB DWG. NO. STD--182--L. RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" CF COR VARIABLE) PCC CURB AND GUTTIER (TYPE Al PER CNB DWG. NO. STD--182--L. RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 8" THICK PCC CROSS GUTTIER OVER 6" THICK CMB PER CNB DWG. NO. STD--185--L. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" THICK PCC CURB RAMP AND ADJOINING SIDEWALK (CASE Al PER CNB DWG. NO. STD--181--L ON SHEET 18. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" CF COR VARIABLE) PCC CURB AND GUTlER (TYPE Cl PER CNS DWG. NO. STD--183--L. RECONSTRUCT ADJACENT PAVEMENT SECllON PER DETAIL 3 ON SHEET 5. @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6" THICK PCC LOCAL DEPRESSION PER CNS DWG. NO. STD--304--L. FLOWLINE PER PROFILE. ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4" COLORED AND STAMPED MEDIAN PCC TO MATCH EXISTING. DISPOSITION NOTES [El PROTIECT IN PLACE. GRAPHIC SCALE 10 0 10 30 SCALE: 1" = 10' "' 3 .., "" ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .., e I 5 C 0 3' ~ E j ti ti > "' ~ e -::- ~ "' ~ ~ i'j -~ F -< g I-/ ~----------------~---------,-----------,----.----,----------------------,-----r=-=-=---------,------------------------------7~"' RE~EWED: i,\! ~ () Stantec These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 38 TECHNOLOGY DRIVE (949) 923--6000 TEL IRI/INE, CA 92618 {949) 923-6121 FAX UNDER TIHE SUPER~SION OF: ?J~ 5/1'1/18 REY W. WILKERSON R.C.E. 63466 DATE (. - FRANK TRAN RCE 62845 CITY PROJECT MANAGER I / ~> I;; uJ ::, :,; a. I!/ r--< "' a. I' uJ 0 e--------------------------,-----------1~~ DESIGNED: DRAWN: & ~ 0 I I 1 11 /15/18 RECORD DRAWINGS < ., JWW DML JWW DML 5/\'/\8 I--------,,.,, CHECKED: DATE: APPROVED DATE: ____ T____ SHEET OF z ~ MRH RR 05 17 18 NO. DATE DESCRIPTION OF REVISIONS ~ °? L_ _______________________________________ _j_ _____________ ___[_ _______ L__~==L__~~.f....!..::_L__-----1 ___ _L_ _______________ _L_ __ j__ _______ j__ ________________ ---'------~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 18 CITY OF COSTA MESA AND SPPWC DETAIL SHEET RECORD DRAWINGS ~ ,, ~ u ~ i .• C I ~ REC'D ---,=n=,e=,c=,.,=rn-----~M =,,- C ' ~ 0 E e • 0 ~ q.Jl1J ' t, ----P=------+1 "Xl?l'll 2ido1s %q· b ::lJE':1 q.Jn:) ::iIqe n r ac --i I'-' g~ ~1:J i~ ct:'!= :l: [ I ~ I I z ' I § I ~ I I ' I I w ~ I I I I ~[l I ~ ~~I • ' cr w o • 5 0 cr r w z t; w w z cr w w , n ~ C crS :~ ~ r ~ jl;c I'-'. e 5 cr e " "' . , ' . cr "'~ -z ~ 0 ~ 6~ . I ; UJ:.:. " ~. ., ' " ,~ I e ~I ' 0 • I 0 I I cr w t; z w w cr AOOFTED vi w >-0 z " ~ I'-' ~ " " ii' y ',:: u z ~ 0 "' e' ~ u 6 w t;; ~ w w ~ w ~ " ", ~ w >-0 z REVISED CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STAIJD~RD DETA!L NO CU RB ACCESS RAMP 181 USE WITH ST AND ARD SPECIFICATJOl\"S FOR PUBLIC \liORKS CONSTRUCTION SHEET I ui 3 >----P_A_RK_W_A_Y_V_A_R_IE_S-_S_E_E_P_LA_NS~(_SE_E_NO_T_E~7) __ .._li'. , R/W OR CF VARIES SEE PLANS1 >------V ARIES -----i---4' (1.22m) 3/8" LIP KEYWAY 2% MAX 10% MA'f. FL '7 6" (150mm) . ;, --~ ·; :• ~,--~ •• S/W EASEMENT 1 QN-Sl1E 1MPROVEMEN1S GRADE TO JOIN PER MUNICIPAL CODE CONST JT 6" (1 50mm) C.M.B. PER STD DWG NO 312 UNDER CURB AND GUTTER SIDEWALK TRANSITION (SEE NOTE 8) 6" (150mm) 6" (150 mm) PORTLAND CEMENT CONCRETE (P.C.C.) 6" (150 mm) MINIMUM CRUSH ED MISCELLANEOUS BASE (C.M B.) SECTION A-A N.T.S. LIMITS PER 1 2 W 1 2 W I---S=-TccD'-"N.c:.O..c8=.1c.c1--f----DRIVEWAY WIDTH ___ _, fl. , R/W OR S/W EASEMENT 4' (1.22m) 6" (150mm) PCC SIDEWALK "' ~ ~ w c::, V1 w w -V1 ~ ,a'.'...J:=--'"WEAKENED PLANE JT"----1 WEAKENED PLANE JT ~ ,!; I V1 ~ X >-I w \2 0 c2 < >-,,.. V1 '-' 1/4" (6mm) EXP JT y CITY OF COST A MESA PUBLIC SERVICES DEPARTMENT APPROVED: FILE NAME: STD-514.DWG FLOW LINE OF GUTTER w A _j PLAN N.T.S. AT 10' INTERVALS 10' 3.04m MAX CONTOUR LINE 1/4" (6mm) EXP JT y DRIVEWAY APPROACH-TYPE II COMMERCIAL AND MULTI-USE REVISED: u w 0 ,,.. ,,.. z w ~ ::,; w ::, w 0 i ~ u X "' w ,,.. <C 0.. X 2' (6 10mm) MIN to PROJECTED P AND/OR VERTICAL OBSTRUCTION c"":::::: ' Costa Mesa STD. OWG . NO. 514 SHT. 1 OF 2 These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans os a result. NOTES /. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4 '-2 "PLATFORJ\.f (LANDING) AS IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY OR MAY BE WIDENED AS IN CASE D. 2. IF SfDEWALK IS LESS THAN 6' WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED AS SHOWN IN CASE C 3. WHEN RAMP IS LOCA TED IN CENTER OF CURH RETURN, CROSSWALK CONFlGURA TION MUST BE SIMILAR TO THAT SHOWN IN DETAIL B TO ACCOMMODATE WHEELCHAIRS. 4. NOTUSED 5. IF LOCATED ONA CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2". 6. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OFABRUl'T CHANGES. 7. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 4" MINIMUM. 8. UTILITY PULL BOXES, MANHOLES, VA ULTS AND ALL OTHER UTILITY FACILITIES WITHIN IBE BOUNDARIES OF THE CURB RAMP WILL BE RELOCA TED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 9. COUNTERSLOl'ES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDlATEL Y ADJACENT TO AND WITHIN 24" OF THE CURB RAMP SHALL NOT BE STEEPER THAN I V: 20H (5.0%). GUTTER PAN SLOPE SHALL NOT EXCEED /" OF DEPTH FOR EACH 2'-0" OF WIDTH. JO. RAISED TRUNCATED DOMES SHALL BE DARK GRAY IN COLOR AND SHALL BE ADA PA VERS. AS IHANUFACTURED BY WAUSAU TILE, INC OF WISCONSIN, ADA-2 COLOR A-90. OR APPROVED EQUAL. I I. DETECTABLE \VARN/NG SURFACES SHALL EXTEND 36 INCHES MINIMUM IN THE DIRECTION OF TRAVEL AND THE FULL WIDTH OF THE CURB RAMP. A 4'-0" WIDE DETECTABLE WARNING MAY BE USED ON A 4'-2" WIDE CURB RAMP. I l<ECU '"' ~EVl5f0 (J"l'Y El!GINErn DATE l)'K Of PUlLK Will'.KS OA1E /o.DUPrrn CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STMDARDDl:TNL '-0 CURB ACCESS RAMP 181 USE WITH STAKDARD SPEClFICATlONS F-OR PUBLIC WORKS COXSTRU(TTO"!'\ SHlcET 2<>1.l (1_ OF DRIVEWAY APPROACH (SYMMETRICAL) ' I (i_ 1TOP OF CURB 3/8" (10 mm) GUTTER LIP BACK OF DRIVEWAY APPROACH 7 CF HEIGHT-~ ./ FLOW LINE OF GUTTER• VARI ES .~ :·· ;;.,+ 1 /4" (6mm) EXP JT :: ~ "< ·-·.=/'.;;<_.:_ ~. ~. ~-<•,:,.: ' •. ,·,·-::,_..< •:._'":. ::;/ : , ... ., ' ~ . ; .-: . ~ ~ ~ ~ ~ ,~ I X I y I (1 /2) W I SECTION B-B N.T.S. DIMENSIONS W= 16' (4.88m) MIN -26' (7.92m) MAX FOR ALL DRIVEWAYS. X= 4' (1.22m) FOR 6" (150mm) CURB FACE. X= 5' (1.52m) FOR 8" (200mm) CURB FACE. Y= 7' (2. 13m) ON MASTER PLAN STREETS Y= 4' (1.22m) ON RESIDENTIAL, NON-MASTER PLAN STREETS. NOTES: 1. ALL DRIVEWAY LOCATIONS AND DIMENSIONS SHALL BE APPROVED BY THE TRANSPORTATION SERVICES DIVISION. 2. CONCRETE SHALL BE CLASS 560-C-3250 PER LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SEC. 201-1. 3. DEPRESSED CURB IS STRAIGHT GRADED WITH 3/8" (10mm) GUTTER LIP. 4, BASED UPON EXISTING SOIL CONDITIONS, THE CITY ENGINEER MAY REQUIRE A KEYWAY AT BACK OF CURB. 5. FOR JOINT DETAILS AND KEYWAY DETAIL. SEE STD DWG NO 3 14. 6. ALL PARTIAL DRIVEWAY RECONSTRUCTION SHALL REQUIRE TIE BARS (#4 x 24") AT 24" ON CENTER. 7. FOR A 5' ( 1.52m) PARKWAY, A 3' (9 14mm) PUBLIC THE BACK OF PROPERTY /RIGHT-OF -WAY LINE. SIDEWALK EASEMENT IS REQUIRED AT 8. CASE I - SIDEWALK ADJACENT TO CURB AND GUTTER. NO GREENBELT. CASE II -EXISTING GREENBELT BETWEEN SIDEWALK AND CURB AND GUTTER. DRIVEWAY APPROACH-TYPE II c"":::::: CITY OF COSTA MESA : PUBLIC SERVICES DEPARTMENT COMMERCIAL AND MUL Tl-USE Costa Mesa -~ ....... : .. ~ , 1,4/63 STD. owe. NO. • APP ROVED: . 5 14 ERNESTO ..,_UNOZ ;crrr ENC:INEER WILLl,l\l,,I MQ!ll"i;IS Olll'ECTOR OF" PUIIUC S£R'IIICES FILE NAME: STD-514.DWG REVISED: SHT. 2 OF 2 2.3" Min. to 2.4" Max. Cenler to Cenler I spacing ------, / 1-/-~~~ DIAMETER @ ? > @ @ .20" j@BASED IAMETER .90" 0 @ @ @ RAISED TRUNCATED DOME RAISED TRUNCATED DOME PATTERN (IN-LINE) WHERE A FLARED $[DE OCCURS PROVIDE 2'-0" MIN. OF CURB SIDEWALK 1 r CROSSWALK If 1 1 PROVIDED DETAIL A TYPICAL TWO-RAMP CORNER INSTALLATION SIDEWALK SIDE OCCURS PROVIDE 2'-0" ------i WHERE A FlARE1 MIN. OF CURB CROSSWALK IF PROVIDED DETAIL B TYPICAL ONE-RAMP CORNER INSTALLATION RCC'D --~==~----=-~, -~===~---~~-f-------~'m=c~=lNEE=S~=~~~"cD,\Tf~~~-~~,"°'=ROFPUBLICWO~l:S DAH CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS 5TANPAAO DETIIIL NO CU RB ACCESS RAMP 181 USE ',VJ"lll STANDARD Sl'.ECIFJCATIO'.'-JS FOR l'UHLLC WOR.KS CO~STRLCTJON SKEET 3o1 3 CF VARIES 1----P_AR_K_W_AY_II_AR_l.c.ES_-..:SccEEc......PccLA_N..:S-'-'(S..:Ec:.E _N..:O_TE::....:;8,_) --1--li'. , R/W OR S/W EASEMENT SEE PLANS1 l-----VARIES -----1--4' (1.22m) 3/8" UP KEYWAY 2ll: WAX 10ll ~ '7 . ·.·., :<·<< 6" (153mm)•;.-: • .... ·.:,••. s· (153mm) 6" (1 53mm) 011-SHE \1,tpRO\/(lolE1115 GRADE TO JOIN PER IAUNICIPAL CODE CONST JT 6" (153mm) C.M.B. PER MINIMUM CRUSHED IAISCELLANEOUS BASE (C.M.B.) STD DWG NO 3 12 UNDER CURB AND GUTTER SECTION A-A SIDEWALK N.T.S. TRANSITION SIDEWALK TRANSITION AREA A 7 AREA (TYPICAL) LIMITS PER STD OWG NO 811 (1/2) W (1/2) W l-~-!==':':':..:::..:::..::::..:::..:!,.;:..=-=-=-=":"-:===.:1t:::;:=::::.=:-=-=-=-=....::!--f-~ fl. , R/W OR S/W EASEIAENT 8.33ll: MAX WEAKENED PLANE JT B CONST JT JOIN L EXP JT 2' (610mm) MIN TO VERTICAL OBSTRUCTION X CITY OF COST A MESA PUBLIC SERvlCES DEPARTMENT APPROVED BY: FILE NAME: ST0-513.DWG/ WEAKENED "l~ PLANE JT N ::, 4' (1.22m) It. CONST JT JOIN ~1~ WEAKENED PLANE JT WEAKENED PLANE JT '-' "' z ~ .,Ix t;; ~ GRADE i BREAKS w N ~ X 0 w iii CONST JT FLOW LINE OF GUTTER EXP JT w X 2' (610mm) IAIN A_j TO PROJECTED It (TYPICAL) PLAN N.T.S. RESIDENTIAL DRIVEWA Y APPROACH TYPE I V1 z :5 Cl.. w w -v,00 'w v,,_ 'e!o ~z >w w ~e ;,: "' ct: < Cl.. B Jj STD, owe. NO . 513 REV1SED: SHT. 1 or 2 0 0 C . --\- 1 \ ~LOW LINE - s"• STANDARD APPROACH ANGLED APPROACH w, ft B' 10' 15' 20' 25 30' W, mm 2400mm 3000mm 4500mm (6000mm) (7500mm) (9000mm) dl, fl 0.33' 0.42' 0.6:3' 0.83' 1.04 1.20· MAX (100 mm) '125 mm 1BB mm) (250 mm) (313 mm) (375 mm) d2, ft 0.17' 0.25' 0.25' 0.25' 0.<5 0.25 MIN (50 mm) (75 mm) 75 mml (75 mm) (75 mm) (75 mm) NOTES: 1. FOR CASE A, lHE RADIUS OF lHE CURB RETIJRN, R, IS EQUAL TO lHE PARKWAY V.,DlH. 2. ALLEY IN1ERSECTION SHALL BE PCC, CLASS 520-C-2500 (310-C-17), 6" (150 mm) lHICK . CURB SHALL BE IN1ERGRAL TYPE "A". 3. AS1ERISKS, •, SHOW MAXIMUM GRADES. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ~lDIIIYTHt PU8UC wot!KS STAHDAADS INC. ---"" REY, 1999, 2008- EXP JT \ \ ALLEY INTERSECTION USE WI SP[CIFICA TlONS FOR PUBLIC WORKS CONS U l I -3/8" ( 10mm) GUTTER UP I >LOW LINE OF GU 11Em, V/.' STANDARD PLAN 130-2 1 F 1 rTOi OF CURB CURB FACE • ... I ; .• ' .• ; __ .·,. :·-.;·.·.:_•_:1. .-.:_, t .... -:-• .. -~~ .. ::·:' ~•:··_ ,-1:;., -.. '·•; .: '"• f HEIGHT VARIES ·,· ... ' (, / £J w ' ( 1 / ,, w K \ M I I \EJ(p JT X w ' X SECTION B-B DIMENSIONS N.T.S. W=10' (3.05m) MIN -16' (4.88m) l,IAX FOR RESIDENTIAL DRIVEWAYS. X= 4' (1.22m) FOR 6" (153mm} CURB FACE. X= 5' (1.52m) FOR 8" (204mm) CURB FACE. NOTES: 1. ALL DRIVEWAY LOCATIONS AND DIIAENSIONS SHALL BE APPROVED BY THE TRANSPORTATION SERVICES DIVISION. 2. THERE SHALL BE ONE DRIVEWAY PER PROPERTY. 3. CONCRETE SHALL BE CLASS 560-C-J250 PER LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SEC. 201-1 . 4. DEPRESSED CURB IS STRAIGHT GRADED WITH 3/8" ( 10mm) GUTTER LIP. 5. BASED UPON EXISTING SOIL CONDITIONS, THE CITY ENGINEER MAY REQUIRE A KEYWAY AT BACK OF CURB. 6. FOR JOINT DETAILS ANO KEYWAY DETAIL, SEE STD DWG NO 314. 7. ALL PARTIAL DRIVEWAY RECONSTRUCTION SHALL REQUIRE TIE BARS (#4 x 24") AT 24" ON CENTER. 8. FOR A 5' (1.52m) PARKWAY, A 3' (914mm) PUBLIC SIDEWALK EASEIAENT IS REQUIRED AT THE BACK OF RIGHT-OF-WAY/PROPERTY LINE. RESIDEN TIAL f;g CITY OF COST A MESA DRIVEWA Y APPROACH PUBLIC SERVICES OEFARTMENT TYPE I '-L/ ~ STD. owe. No. • . ,/,0/03 APPROVED BY: 513 tlNtSTO ~-=-OllllCn:llt o, ~ KINGS FILE NAME: STD-513.DV,: REV1SED: SHT. 2 Of 2 "' 3 .., .., ;ii I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .., e I 5 C 0 3' ~ E j ti ti > "' ~ e J, ~ ,,, ~ ~ i'j -~ F -< g >-/ _______________________________ _._ ____________ ~-----------------------------'------------------------------------------'------!~"' ffi [:, () Stantec REV1EWED: "'"' I / ~> I;; L,J ::, 38 TECHNOLOGY DRIVE (949) 923-6000 TEL t. -~ "- IRI/INE, CA 92618 (949) 923-6121 FAX < ~ FRANK TRAN RCE 62845 "-~ UNDER THE SUPERV1SION OF: CITY PROJECT MANAGER 1---------------------------------1 ~ ~ 7 / (/JJ DESIGNED: DRAWN: A ~ 0 /IV~ 5/l"1/18 JWW/DML JWW/DML L.!..',. 11/15/18 RECORD DRAWINGS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/l"1/18 >--------< !al!~ • • • • MRH. RR NO. DATE DESCRIPTION OF REVISIONS APPROVED ·--------SHEET OF s:, '---------------------------------------------------------~-------------------.,_---------~---~_.,_ __ 05~1_7~18~-~'-----~---------------------.,_---~----------~------------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 19 DRAINAGE PLAN SHEET RECORD DRAWINGS ,t_ LATERAL / C0NN£C1'0R PIPE #3 OR fl-4 @ 18" (11 OM @ 450 mm) OC N'" ,. The following Standard Plans for Public Works Construction, 2009 Edition, of the Public Works Standards, Inc, hove been adopted by OCPW with CONSTRUCTION NOTES @ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT CATCH BASIN PER CNB DWG. NO. STD-305-L (W=3.5', T=8"1. ROUND EDGES TO RADIUS ,,._ NOTES conditions which Sholl apply to OCPW use. The conditions ore listed below. @ REMOVE EXISTING AND CONSTRUCT JUNCTION STRUCTURE PER OCPW STD. PLAN 340-2-0C PLAN SHOWN ON SHEET 19. A=80' 38', OF APPROXIMATE ID OF v LATERAL MAXIMUM f<.-,ef 36" (900 mm) ~ '~( •J'/'0-. ~' \, ✓/ ;,. ';, A & 8 BAR_ 50 mrr,·I "\ $._~' ~w~ ROUND EDGES "-s'/',_M ,.;: V ~~~ J" (75 mm R r, ij -,,., 150 ml'Tl1 IJ... P I SEE I , 'I\ I I I I p it. MAIN LINE --., NOTE 8 I-H -t-t-ct--l----J,'IH-H\:t-t-t-rt-t-t-t-tf.-,_ ___________ ~g ~-: ++++++4'1>+----ol-~ W11 f±±±Jil±j:1-1-J-_,+\~-ljj,.;t-l=!n-~i D, OR B TABLE FOR DIMENSIONS AND BAR SIZES F OR T ~ ~ STATION - < < -JD ID fl STATION m u. £!:'., POINT ~ 13 a. < 0 I I -\ o:D M D BARS u. \__STATION '3 OR 14(110M), SEE NOTE'. 4 ' ,-11, OR #4 (INCHES) (mm) (INCHES) (mm) PLAN D BARS~ / [10M) 12 15 18 21 24 27 30 33 36 39 42 45 48 51 54 57 60 63 66 69 72 78 84 90 96 102 108 114 120 126 132 138 144 300 4 110 375 4-1/4 110 450 4 1/2 120 525 5 130 600 5 1/4 "" 675 5 1/2 140 750 6 160 825 6 1/4 160 900 6 1/2 170 975 7 180 1050 7 1/2 190 1125 7 3/4 200 1200 8 210 1275 8 1/2 220 1350 9 230 1425 9 1/4 240 1500 g 1/2 250 1575 10 260 1650 10 1/4 260 1725 10 J/4 280 1800 II 2•n 1950 11 3/4 300 2100 12 1/2 320 2250 13 1/4 2400 14 360 2550 15 1/2 400 2700 1B 410 2850 16 1/2 420 :moo 17 449 3150 17 440 3300 17 1/2 450 3450 17 1/2 450 3600 " 460 g ~ e e E E ~ 0 ~ ~ 0 @ 2 2 w n s .. I § e E u u ~ 0 0 ~ u e e• E E ~ ~ 0 ~ ~ 0 0 > 2 m w s s "' . w @ 0 'i.~ u u 0 0 e e - E E ~ o~ ~ ~ E -E 0 0 0 > " 0 ~ m~ ~ co . Ii ~ w I. I- a, .......... .. -.. m,. I I : I I EL EL I''\ I ! ii/ sT1A s,A ~ : II , / : I I i------~ ' --'"-~~~ • U4 @ 18" (#13"' @ 450 mm) oci~ l:lOTH WAYS, TO BE USED WHEN D 2 IS 60" (1500 mm) OR MORE LONG ITUDI NAL SECTION D BARS~ .._ /\!*3 OR #4 A BARS-(10M) F BARS~ i\ I'\ / \ a--',-,.-,---,,~,,_____,' I' _. -,._ ~ -,_. I L P I -~3 OR #4@ 1'7 1 (10M @ 450 .--B BARS I mm) QC 7 I ~,_ i CL R ; ;(!_/-3_ /, ~ I-~ N4 @ 18" (//13M @ 450 mm) QC,; I 90TH WA'r'S, TO BE USED / WHEN B IS 60" (151JO mm) OR MORE------~ "- <t..MA!N LINE SECTION N'-N"-N"' PROJECTED ON M-M-N'" STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRO~VLG~TED BY n-lE 'ST"ANOARD PL.AN l'\.IBUC IM:lR.:S STANDARDS INC, GFIEENBOOX COMMITTEE TRANSITION STRUCTURE PIPE TO PIPE 340-2 ,m Re:V. l!,SI§, 2009 --w- USE WITH STANDARD SPECIFICATIONS FOR PU9UC WORKS C0t,JS1RUCT10N SHEET 1 OF 2 SEE OCPW STANDARD PLAN 340°2-OC FOR CONDITIONS HIGHLAND DR. / 20TH ST. 51 87+26.97 JUNCTION STRUCTURE WITH MH ·• -w- -'II· I L=5.1' 52 I ~ .. I I I i w- 53 21 -~~CP(B- 1 I I 1 I I I I 1 I " < 50 87+48.36 C/L CB 84.81 CB SEE SHEET 22 FOR NEW TRAFFIC SIGNAL CONDUIT AND PB 36" RCP P -w- IRVINE AVE STORM DRAIN DETAIL CD ----1 SCALE: 1" = 5' SEE SHEET 11 These Record Drawings have been prepared based on information submitted, in par\, by others. While \his information is believed to be reliable, \he City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans os a result. 1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 8, SHALL NOT EXCEED 5' 45', 2. VALUES FOR A, B, C, D1 AND D2 ARE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 ~A 615 M), GRADE 300 (40), AND SHALL TERMINATE 1 1/2" (40 mm CLEAR OF CONCRETE SUReACES UNLESS OTHERWISE SHOWN. LONGI UDINAL BARS SHALL BE #3 OR #4 @ 18" (#10M @ 450 mm) OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE . 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOIN T LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS, LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE , UNLESS OTHERWISE SHOWN ON THE PLANS. 9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PLANS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S SHALL BE SHOWN ON PLANS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON THE: PLANS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 25' (7.5 m). IF THE COVER EXCEEDS 25' (7.5 m') A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PLANS. SPPWC " 340-2 I. 2. 3. 4. . OCPW " Name and Conditions 340-2-0C Tronsltlqn Structure -Pipe Tp Pipe SPPWC Standard Pion 340-2 may ONLY be used when the Engineer determines sufficient rreans of access is available for storm drain maintenance. Add notes: 12. The angle between the lateral and the main line shall not be greater than 45 degrees when the flow in the lateral exceeds 10 percent of the flow in the main line. Increase dimensions "T"&"F' at edges to a minimum of 6 inches + (pipe wall thickness) for errbedment dimension •p• + 6 inches. Revise a portion of "Tobie for Dimensions and Bar Sizes" as shown: lA.W..E FOR DIMENSIONS AND BAR SIZES V1 V1 a:: a:: D2 F <( <( "' "' OR OR Q. "' .... u B . T a: a:: a:: 0 0 Q. <( 0 <INCHES) (nyn) <INCHES) (rm,) 18 450 6 120 u u 21 525 6 130 0 0 24 600 6 )40 ' ' ~ "" "' 27 675 6 )40 '"' '"' U'l 30 750 N 6 160 "' V • • 33 825 7 160 ' "' 36 900 7 170 39 975 7 180 42 1050 8 190 u u 0 0 45 1125 8 200 ' ' . .., '"' 48 1200 8 210 '"' '"' '"' U'l • • • • COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT / ~\_ STD. PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SEE SHEET 17 FOR LOCAL DEPRESSION AND MEDIAN IMPROVEMENTS 85.60 FS 36" RCP p -v,--w-- - ---w--'Ii· w--w--w--w- 5 Approved STANDARD PL.AN Revision: April 2013 lgrw.r.w G. O,: ,:"ta, Ch.if'f En[Jincc·i· 340-2 SPPWC STANDARD PLAN -TRANSITION STRUCTURE -PIPE TO PIPE SHEET 2 OF 2 FINISHED SURFACE E STING GRADE ~ (78. 71l INV ----- --- ~ ~ ✓ ... GRAPHIC SCALE 0 5 SCALE: 1" = 5' PROVIDE 2-SACK CONCRETE SLURRY TO THE BOTTOM OF THE PAVEMENT SURFACE COURSE CURB AND GUTTER SECTION SCALE: NTS A 15 340-2-OC SHT. 1 OF 1 4" TYP 4" DECORATIVE CONCRETE FIELD VERIFY EXISTING INVERT ELEVATIONS 53 S=<D.0050) SECTION SCALE: NTS B=21 ", C=12", D1=D2=36". PROVIDE MANHOLE SHAFT AND LID. JOIN TO NEW 21" RCP AND EXISTING 36" RCP. PROVIDE 2-SACK CONCRETE SLURRY BACKFILL OVER JUNCTION STRUCTURE. @ REMOVE AND RECONSTRUCT 21 " (D-1500) RCP PER CNB DWG. NO. STD-105-L-C AND STD-106-L. PROVIDE 2-SACK CONCRETE SLURRY BACKFILL OVER PIPE. @ CONSTRUCT CONCRETE COLLAR PER CNB DWG. NO. STD-313-L. DISPOSITION NOTES [fl PROTECT IN PLACE. [ill REMOVE EXISTING CATCH BASIN. [IT] REMOVE EXISTING 36" RCP AND JOIN TO CATCH BASIN OR JUNCTION SlRUClURE. [ill REMOVE EXISTING 21" RCP AND JOIN TO CONCRETE COLLAR. PROVIDE 2-SACK CONCRETE SLURRY TO THE BOTTOM OF THE PAVEMENT SURFACE COURSE B EXISTING GRADE\ FINISHED SURFACE 51 SEE SECTION A FOR INVERTS TOP OF CATCH BASIN AND MANHOLE PER STD-305-L ------ CURB AND GUTTER 84.81 CB FINISHED SURFA_C_E_~-.--~~irr=.t....t:::;:?']:::j 83 • 89 FL 1J% -, . j '. • •.•• : . 8" SEE SECTION A FOR INVERTS .• SECTION SCALE: NTS 8" C FINISHED SURFACE LOCAL DEPRESSION SEE SHEET 17 "' 3 .., '"' ~ I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .., e I 5 C 0 3' ~ E j ti ti > "' ~ e 'J, ~ "' ~ ~ i'j -~ F -< g t-/ ~------------------~----------~----------~--~----~---------------------~---~----------~-----------------------------------1~"' ffi [:, () Stantec REVIEWED: "'"' I / ~> I;; L,J :,; 38 TECHNOLOGY DRIVE (949) 923-6000 TEL t. -~ a. IRI/INE, CA 92618 {949) 923-6121 FAX < ~ FRANK TRAN RCE 62845 a. ro UNDER THE SUPERVISION OF: CITY PROJECT MANAGER f-----------------------~---------1 ~ ~ 7 / (/JJ DESIGNED: DRAWN: A ~ 0 /IV~ 5/i?-/18 JWW/DML JWW/DML L.!...',. 11/15/18 RECORD DRAWINGS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/l?-/18 1---------< !al!~ • • • • MRH. RR NO. DATE DESCRIPTION OF REVISIONS APPROVED ·--------SHEET OF s:, ~--------------------------------------------------------~-------------------~---------~---~-~ __ 05~1_7~18~-~~----~---------------------~---~----------~------------------------~-------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 20 FROM 16TH STREET TO STA. 50+50 EXCEPT BY 12 AM TO 6 AM ENDNO RECORD DRAWINGS 0 0 + I-0 J: -.::I' C, z -o a: -w I-> <( 0 ti mW <( z w-w ...J en 5 I-<( :I!: CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC 4" SOLJD WHITE LEAD IN/ LEAD OUT LINE PER DETAIL "A" ON SHEET 24. @ INSTALL THERMOPLASTIC 4" BROKEN WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 8" SOLJD WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. CITY OF NEWPORT BEACH ! 16TH ST (El R/W R30<CAl(M0Dl R30(CAl(MODl 16TH @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38A. @ INSTALL THERMOPLASTIC 6" SOLJD WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. OGLE ST Fil I 114 495' (101 JOIN (El SNS<2l 33+99.76 IRVINE AVE = R1-1 10+00 16TH ST R1-3P "CUSTOM "(ENVIRONMENTAL NATURE CENTER) E R8HCAl "BIKE LANE" ;;;; & ARROW 109 50' 104 JOIN (El STRIPING E R26(CAXMODl STRIPING R30(CAXMOD) CITY OF COST A MESA 40+60.16 IRVINE AVE = 30+00 OGLE ST 0 <El R /W _i2+00 . -. --· CITY BOUNDARY CITY OF l'EWPORT BEACH 101 470' 43+00 117 JOIN (El STRIPING (101 R30A(CAXM0Dl 122 E J!QLj (201 (201 "STOP" I S(2l l SNS(2) E "BIKE LANE" r ARROW 109 R1-1 SRj -HCAl I 30• r· (101 -+ 60' OPENING---- (201 (201 36+00 -1-----d',-- E 122 R30(CAl(M0Dl CITY OF COSTA MESA ''BIKE LANE" l09 & ARROW I I I 122 SW24-3 37+00 +--====-:~:::::::j=---@ --+-- 117 . 38+00 :;:::: --+--;=---+-- 0 - ''BIKE LA~E" & ARRO I 5' 5• i ~ ~ ---.-. -. -----~~----. ----.-.-. -. ----. (101 (201 ( 01 11-1 l-l I R81!CAl 1-3P (81 JOIN (El IJ----=-STRIPING 237' TRANSITION I 43+60.5:,1 IRVINE AVE = 40+00 ~HERINGTON PL IRVINE AVE <El R /W 170' 104 0 • = @ 44+00 45+00 "' ,.,@~~-1~ -+---~--i....---~ (201 130' TAPER ,..., 170' 124 13 109 "BIKE LANE" & ARROW 80' TRANSITION ~ 46+00 @ IRVINE AVE D11-1 RM R2-1 (35) E 36+19.77 IRVINE AVE = 20+00 16TH PL 17TH ST (61 • (T 106 • • . IV(L . • . -L ·. (LTl .• •• (101 321 (32 ( J -- CITY BOUNDARY CITY OF NEWPORT BEACH (61 47+20.55 IRVINE AVE = 50+00 WESTCLIFF DR 117TH ST J ~ I I I I (101 I (El R/W 114 430' ----j,__ ___ 1--- 230' T0:--...1\,-4 X-WALK I SIGN "A" 0 0 + 0 -.::I' 1-z u. 0~ i= 3: ~o en ...J w wm ~w ...J w 5 en I-<( :I!: 0 U) + 0 U) z T"" 0 "' -I-I-w <( w I-J: en en Ww ~w ~ en (.) I-<( :I!: @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CAL TRANS STANDARD PLAN A20D, DETAIL 40. (@) INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STANDARD PLAN A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDD. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. Lt.@ INSTALL THERMOPLASTIC 6" 45· DIAGONAL SOLID WHITE LINE AT 25' SPACING. (@) INSTALL THERMOPLASTIC 4" SOLJD DOUBLE YELLOW LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. @ INSTALL THERMOPLASTIC 4" SOLJD/BROKEN TWO-WAY LEFT TURN PER CALTRANS STANDARD PLAN A20B, DETAIL 32. ® INSTALL THERMOPLASTIC 4" SOLID WHITE EDGE LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 27B (OFFSET FROM GUTTER PER PLANl. @ REMOVE CRACK/CHIPPED PAINT FROM EXISTING CURB AND REPAINT RED (LENGTH PER PLANl. (@) INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L. @ INSTALL DETECTOR LOOPS PER CNB STD. DETAIL NOS. 923-L-A AND 923-L-B ON SHEET 24, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. @ INSTALL THERMOPLASTIC 24" SOLID YELLOW CROSSWALK PER CALTRANS STANDARD PLAN A24F, CONTINENTAL TYPE (10' WIDTH, 2' THICK LONGITUDINAL LJNES, AND 4' SPACING). @ REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. @ INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 26. W EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. [IJ INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. [@ RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. I@] REMOVE AND SALVAGE EXISTING SIGN OF TYPE INDICATED. SIGN LEGEND: STOPPING ENTIRE BLOCK ' PARKING RESIDENT PERMIT CMMC 1~221 $100 FINE PARKING SIGN "A" R26A(Sl(CAXM0Dl R26(CA)(M0D) R30(CA)(M0D) TRAFFIC GENERAL NOTES: SEE SHEET 24. SIGNALIZATION LEGEND @ SIGNALIZED INTERSECTION ~ SIGNALIZED PEDESTRIAN INTERSECTION ¥' ~ I I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' SHERINGTON PL G28-2(CAX55l RM G28-2(CAX73l M4-5(GREENl M6-1!L Tl(GREENl WESTCLIFF DR GRAPHIC SCALE ~ e J, ~ These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 40 0 40 SCALE: 1" = 40' 120 "' ~ ~ i'j -~ F -< g t-/ ~---------------~--------~---------~-~---~------------------~---~--------~-----------------------------1~"' ffi [:, () Stantec 38 TECHNOLOGY DRIVE IRI/INE, CA 92618 (949) 923-6000 TEL {949) 923-6121 FAX REVIEWED: SIGNING AND STRIPING, AND LOOP REPLACEMENT PLAN "'"' I / ~> I;; ~'/o J6· ~~ J::...2 11/15/18 RECORD DRAWINGS ANTONY BRINE/RCE 45521 '-----------------------~--------1 ~~ ~--· UNDER THE SUPERVISION OF: t.£:, CITY TRAFFIC ENGINEER ~ .. 7 / (/JJ DESIGNED: DRAWN: I;.. ~ 0 /IV~ 5/ \'7 / 18 JWW/DML JWW/DML ili 8/15/18 STRIPING REVISIONS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/l"1/18 >----------< !al!~ • • • • • 05 17 18 NO. DATE DESCRIPTION OF REVISIONS APPROVED ·-------SHEET OF s:, '--------------------------------------------------~----------------~--------~ __ M_R_H~R_R~-~~~~-~---~------------------~--~---------~--------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 21 FROM STA. 50+50 TO STA. 69+00 NO RECORD DRAWINGS f5 + 0 U) Oz C\I 0 I--w 1-w < J: 1- C/J C/J WW w~ C/J ...J J: (.) I-< ~ 0 0 + I-0) J: U) c,z -o a: -w I-> < 0~ mW <z w-w ...J C/J 5 I-< ~ SNS(2l E R1-1 (El R /W CABRLLO ST SHADY DR (PRIVATE) "CUSTOM '1NEIGHBORHOOD WATCH) F-"'RM~ ABBIE WAY 109 ''STOP" R2-H15l 122 RM CUSTOM "(SLOW CHILDREN AT PLA Yl I R2-H15l ALLEY CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC 4" SOLID WHITE LEAD IN/ LEAD OUT LINE PER DETAIL "A" ON SHEET 24. @ INSTALL THERMOPLASTIC 4" BROKEN WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STANDARD PLAN A24E. 10 ''BIKE LANE" & ARROW SNS i OF COSTA j "CUSTOM"(NEIGHBORHOOD WATCH) I 122 SNS(2l E R1-1 1ESA 122 CUSTOM "(SLOW CHILDREN AT PLA Yl W14-2 E "CUSTOM"(NO PARKING) 15' 116 @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. ~@ INSTALL THERMOPLASTIC 6" 45' DIAGONAL SOLID WHITE LINE AT 25' SPACING. co ,:c ~ .... !:J ..., ..., - N CITY BOUNDARY R R28(CAl(BOTHl r--.~G8-7(CAl 122 I (\IESTCUFf DR (Lnl (17TH ST (RTil 0£" ,:c ~(LD 109 ~ .... !:J ~ t:, (El R /W "' -+_ 109 IVCL TI 44 -~ -G - ..., ..., - N R2-1'25l S4-2P RM R28(CAXBOTHl S4-3P N 55+00 57+0 N 11~ ~ t:, 57+06.07 IRVINE AVE = 80+00 ABBIE WAY ..., ..., -~ - N .... !:J R28(CAXBOTHl RM SIGN "A" e--1-+-- "BIKE LANE" & ARROW 109 109 "BIKE LANE" & ARROW N - 0 0 d) U) 1-z LL 0~ -I-== ~o C/J ...J w wm ~w ...J w 5 C/J I-< ~ (@) INSTALL THERMOPLASTIC 4" SOLID DOUBLE YELLOW LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. (@) INSTALL THERMOPLASTIC 4" SOLID DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29. @ REMOVE CRACK/CHIPPED PAINT FROM EXISTING CURB AND REPAINT RED (LENGTH PER PLANl. (@) INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L. @ INSTALL DETECTOR LOOPS PER CNB STD. DETAIL NOS. 923-L-A AND 923-L-B ON SHEET 24, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. @ INSTALL THERMOPLASTIC 24" SOLID YELLOW CROSSWALK PER CALTRANS STANDARD PLAN A24F, CONTINENTAL TYPE (10' WIDTH, 2' THICK LONGITUDINAL LINES, AND 4' SPACING). @ REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. @ INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 26. CITY OF NEWPORT BEACH AV J IT] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. 52+ 15. 79 IRVINE AVE = 70+00 CABRILLO ST 60+41.03 IRVINE AVE = 100+00 MARINERS DR/18TH SNS( 18TH ST R9- R9- R81'C "BIKE LANE" & ARRO N - • " - l 109 -"-----,-+~-!.."~ 20' "' -~~---l-=--1-- 101 60' N 7 HCAl R4 1N-HC ---- (L;t "BIK 6,~•1 & ARRO TO • XVWALK I (El R /W S1-1 S4-3P M R28(CAXBOTHl R9-3 E "CUSTOM "(SCHOOL DAYSJ1"'RHMIH-'I J©ll STRIPING MARtERS DR 109 ''STOP" ALLEY JOIN (El 62+06.19 IRVINE AVE = 110+00 ALLEY R2-1(25l E "CUSTOM "(SLOW DOWNl ..., ..., N O' (El R/W 109 ''BIKE LANE" & ARROW 124 215' RM R28(CAXBOTHl I R8HCAl SIGN "A" These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans ore not responsible for its occurocy, nor for errors or omissions which may have been incorporated into these plans as a result. IRVINE SR4-1'CAl 58+ 71.03 IRVINE AVE = 90+00 ALLEY [@ RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE AND SALVAGE EXISTING SIGN OF TYPE INDICATED. SIGN LEGEND: "CUSTOM "(NEIGHBORHOOD WATCH) >-"'RM~,-.... "CUSTOM "(NEIGHBORHOOD WATCH) I 122 SNS(2l E MAGNOLIA ST JOIN (El ALLEY BROADWAY E "CUSTOM "(NO PARKING) "CUSTOM "(SLOW DOWN) 68+69.11 IRVINE AVE = ALLEY (El R /W S1-1 50' 50' E R 0-6 RM R28(CA R1-1 IRVINE AVE R28(CAXBOTHl E 64+00 STRIPING ''CUSTOM "(NO PARKING) E "CUSTOM "<SLOW DOWN) "CUSTOM "<MESA PRIDEl CITY OF COSTA MESA 109 "BIKE LANE" & ARROW 101 165' ..., ..., N CITY OF NEWPORT BEACH 63+71.28 IRVINE AVE = 120+00 MAGNOLIA ST SNS(2l R1-1 E "CUSTOM "(NEIGHBORHOOD WATCH) 100 co 66+00 N 67 0Q (El R/W SW24- "BIKE LANE 11 150+0 : ---+---+ 1-==::...l.=I =---:::it!'.::"""------::=-.::::t..!..=~==- '° ,:c ..., ..., ..., N (El R /W CITY BOUNDARY E ''CUSTOM "(MARINERS BRANCH> RM R28(CAXBOTH> I SIGN "A" 65+33.88 IRVINE AVE = 130+00 ALLEY N-HCAl ..., ..., N 25 67+01.48 IRVINE AVE = 140+00 BROADWAY - 124 170' 0 0 + 0) (0 z C\I 0 C\I -I-I-w <w I-J: C/J C/J Ww ~w ~ C/J (.) I-< ~ 40 STOPPING ENTIRE BLOCK SIGN "A" R26A(SXCAl(M0Dl TRAFFIC GENERAL NOTES: SEE SHEET 24. SIGNALIZATION LEGEND ® SIGNALIZED INTERSECTION ® SIGNALIZED PEDESTRIAN INTERSECTION GRAPHIC SCALE 0 40 SCALE: 1 " = 40' 120 ~ .., g, oi I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 .., e I 5 C 0 3' ~ E j ti ti > "' ~ e "J, ~ "' ~ ~ i'j -~ F -< g t-/ ~---------------~--------~---------~-~---~------------------~---~--------~------------------------------1~"' ffi [:, REVIEWED: SIGNING AND STRIPING, AND LOOP REPLACEMENT PLAN """' I / ~> I;; 38 TECHNOLOGY DRIVE (949) 923-6000 TEL .__A,-.' /o2 · ~ ~ IRI/INE, CA 92618 {949) 923-6121 FAX J.LJ < b.. ANTONY BRINE/RCE 45521 "-~ () Stantec UNDER THE SUPERVISION OF: ill 11/15/18 RECORD DRAWINGS CITY TRAFFIC ENGINEER f----------------------~--------1 ~ ~ 7 I (/JJ 5/ I'/ 18 DESIGNED: DRAWN: I;.. ~ 0 M/~ 7 JWW/DML JWW/DML ili 8/15/18 STRIPING REVISIONS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/li/18 f---------< !al!~ • • • • • 05 17 18 NO. DATE DESCRIPTION OF REVISIONS APPROVED ·-------SHEET OF s:, ~-----------------------------------------------~----------------~--------~ __ M_R_H~R_R~-~~~~-~---~------------------~--~---------~--------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 22 FROM STA. 69+00 TO STA. 89+00 NO RECORD DRAWINGS 0 0 + 0) co ~z I-Q w 1-w <C :::c I- C/) Cl) wW w;;e;; Cl)i (.) 1- <C ~ 0 0 + I-0) :::c ...... C, z -o a: -w I-> <C 0 ti mW <C z w::J w :::c Cl) (.) 1- <C ~ 70+31.69 IRVINE AVE = 160+00 FLOWERS ST FLOWER ST 'CUSTOU "(NEIGHBORHOOD WATC SNS( R1- ~ ... t2 0 "' "' N (El R/W 124 120' IRVINE AVE D1-1!DOVER DR <RTll D1 -H19TH ST (L rn "' ' I ~ "' -(/) z "' vi JOIN (El STRIPING WALNUT PL N ''BIKE LANE & ARRO 85' SNS(2l ,,.....,_ -..,,C...--1- r; ~ -+=---~-= 110 (TYP.I ~ ......... 30' 116 (El R/W "STOP" 109 LINDA LN I JOIN (El STRIPING N ALLEY =t=:it=.J=.~~r-t=---+ 1:::-~ 3: 0 "' "' <( "'5 • w z "' = 71+94.19 IRVINE AVE = 124 155' a_ w w ,.:: 73+61.84 IRVINE AVE = 190+00 19TH ST 1911-1 ST \ ~---,rr:c-----..1 ---- - :..-~ 106 75' © i;,..,:r--R4-7 ® I ~,,.__12..,~ UA/ I 109 IV(L Tl ' ,,:..__· • ~81~C. ~85' .I ®I R5-2(M0Dl ALLEY CITY OF COST A fltESA E "CUSTOM"(NO PARKING! "CUSTOM "(NEIGHBORHOOD WATCH I 102220·~ "'@)165' 0 N • ---~lii!!il: R4-7 122 RL R6-HRD N-HCAI "BIKE LANE" & ARROW I 75+27.06 IRVINE AVE = 104 ~ "' ;.._ I- 160 I (~ N 0 ~ "' t2 E EM-1a I R2-H40l ''BIKE LANE" & ARRO 60' (TYP.I 5 -+ 230' TO X-WIIJ( N -© - "' ;.._ COSTA MESA ST -\_ID R/W CITY BOUNDARY R "CUSTOM "!SLOW DOWN! I "CUSTOM "!SLOW DOWN) 5' 116 E "CUSTOM"INO PARKING) 100 124 515' N ~ ·-·-·-·_g · li!iil ~ "' t2 -N ---□ "' r--v-~ GB-7,(CAl 122 IDOVliR DR IL Dl (19TH ST (RTll 109 "BIKE LAN~" & ARROW "@) © -D- <( _J R10-7(M0Dl E R28(CAXBOTHl R FIRE STATION NO. 6 ( ) 200+00 ALLEY 65' TRANSITION CITY OF NEWPORT BEACH w "' ~ DOVER DR DOVER DR O.C.F.CD. (EAST COSTA MESA CHANNEL) RM "CUSTOM"(NEIGHBf HOOD WATCH I I "CUSTOM"(NEIGHB RHODD WATCH! E "CUSTOM "<NO PAR INGI "CUSTOM "<NOT A THROUGH STREET! I J OF COOTA l sA JOIN (El STRIPING 80+27.97 IRVINE AVE = 230+00 WALNUT PL "BIKE LANE" & ARR W "CUSTOM "(NEIGHBORHOOD WATC 1 r'El R/W ....-+-11_s 7~5'J.. _ R1 --'"---'§=:+-----~-~IV(LTI ~ -= ~ 110 (TYP.I = 101 155' +:;; = N CITY BOUNDARY "' -~ -t!:l "' ;.._ -, -104 350• I 115 580' 109) -~IKE LANE" & ARROW 1IRVINE I I I 80+22.89 IRVINE AVE 220+00 LINDA LN E SNS(2l CITY OF NEi PORT BEACH R1-1 * NOTE TO CONTRACTOR: BEFORE WORK STARTS ON THE PUU. BOX AND CONDUIT ADJUSTMENT AT ESTI-ER STREET AND RVIE AVENE THE CONTRACTOR SHALL TEST THE FIBER OPTIC CABLE AND SHALL REPORT THE RESULTS TO THE ENGINEER. AFTER WORK IS CO~LETED ON THE PULL BOX AND CONDUIT ADJUSTMENT AT ESTHER STREET AND RVINE AVENUE THE CONTRACTOR SHALL PERFORM THE SAME TEST ON THE FIBER OPTIC CABLE AND SHAU. REPORT THE RESULTS TO THE ENGINEER. IF THE FIBER OPTIC CABLE IS DAMAGED DURING CONSTRUCTION THE CONTRACTOR SHALL REPLACE THE 30,000 FEET OF FIBER OPTIC CABLE IN THE RUN. ESTHER ST Ll I ( ) ~ t!:l SNS12l E "CUSTOM "(NOT A THROUGH STREET) 122 I "CUSTOM '1NEIGHBORHOOD WATCH) I 109 ''BIKE LANE" I& ARROW ~ I ~01~4o•{'E:9t o4 -,=-!=.~ --TS - - 84+0(, ~ .., = = = N N X-WALK IV(LT)~ :· -- "' - -480-:-1200' 105 -95' "BIKE LANE" & ARROW I "CUSTOM "IBJ CK BAY LOOP) E 8~+53.04 IRVINE AVE = 2~ 1 0+00 ESTHER ST ,....._"~ GB-71CAl 122 I (20TH ST IL Tll (HIGHLAND DR (RTll SN S(2l i-=E'-1/"..__ R301CAXMODl RM 122 R301CAXMODl I R2-1135l E JOIN (El STRIPING 20TH ST HIGHLAND DR 76+92.25 IRVINE AVE = 210+00 COSTA MESA ST SIGN LEGEND: STOPPING ENTIRE BLOCK SIGN "A" R26A(SXCAllMODl JOIN (El STRIPING 86+83.42 IRVINE AVE = 1 250+00 HIGHLAND DR/201\1 ST 116 20' ~ 122 g R4-7 SLOWDOWN YOU ARE ENTERING A RESIDENTIAL NEIGHBORHOOD "CUSTOM" (SLOW DOWN) I IKE LANE" " I N-HCAl G7-HCAllBAYCREST RDl E I RBHCAl 109 "BIKi LANE" & ARROW I • 0 0 + 0) ...... I- LL. ~~ i== 3: ~o Cl) ...J w wm ;;e;; w ...J w 0 Cl) 1- <C ~ NO PARKING IOOMMERCIAL \EHICI.ESI OVER5 TONS OVERJHOURS EXCEPT LOADING AND UNLOADED NO~MOTO~ZED VEHICLES I' RECREATIONAL ,I VEHIQESICAMPERS EXCEPT 1111 RESICENTIAL DISTRICTS FOR 48 HOURS C1,NC10-185 \1'.IAWUICTl(]REI/OOl.l(MfAY "CUSTOM" IND PARKING) 0 c;> 0) CX) z CW) 0 C\I -I-I-w <C w I-:::c Cl) Cl) WW ;;e;; w ...J Cl) :::c (.) 1- <C ~ 40 CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC 4" SOLJD WHITE LEAD IN/ LEAD OUT LINE PER DETAIL "A" ON SHEET 24. @ INSTALL THERMOPLASTIC 4" BROKEN WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 8" SOLJD WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CAL TRANS STANDARD PLAN A20D, DETAIL 40. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STANDARD PLAN A24E. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDE!. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. ,&@ INSTALL THERMOPLASTIC 6" 45' DIAGONAL SOLID WHITE LINE AT 25' SPACING. (@) INSTALL THERMOPLASTIC 4" SOLID DOUBLE YELLOW LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22, (@) INSTALL THERMOPLASTIC 4" SOLJD DOUBLE YELLOW MEDIAN ISLAND LINE PER CAL TRANS STANDARD PLAN A20B, DETAIL 29. (@) INSTALL THERMOPLASTIC 4" SOLID WHITE EDGE LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 27B (OFFSET FROM GUTTER PER PLAN). @ REMOVE CRACK /CHIPPED PAINT FROM EXISTING CURB AND REPAINT RED !LENGTH PER PLAN). (ill) INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L. @ INSTALL DETECTOR LOOPS PER CNB SID. DETAIL NOS. 923-L-A AND 923-L-B ON SHEET 24, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. @ INSTALL NEW NO. 5 PULL BOX PER CAL TRANS SID. PLAN ES-BA. @ INSTALL 2.5" PVC CONDUIT (LENGTH PER PLANl AND PULL 3 NEW DLC. @ REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. *@ REMOVE EXISTING PAVEMENT, SIDEWALK, AND CURB AND GUTTER 10' IN BOTH DIRECTIONS FROM EXISTING PULL BOX. LOWER EXISTING INTERCONNECT CONDUIT TO MAINTAIN EXISTING COVER. REMOVE EXISTING AND INSTALL NEW TRAFFIC SIGNAL PULL BOX TO GRADE. REPLACE DAMAGED/REMOVED PAVEMENT, SIDEWALK, AND CURB AND GUTTER. SEE NOTE TO CONTRACTOR HEREON. @ INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 26. ~ INSTALL CONDUIT INTO EXITING PULL BOX. w EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. [IJ INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. [@ EQUIPMENT TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. [@ RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. I@] REMOVE AND SALVAGE EXISTING SIGN OF TYPE INDICATED. TRAFFIC GENERAL NOTES: SEE SHEET 24. SIGNALIZATION LEGEND ® SIGNALIZED INTERSECTION @ SIGNALIZED PEDESTRIAN INTERSECTION GRAPHIC SCALE 0 40 120 SCALE: 1 " = 40' ¥' ~ l I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e J, ~ "' ~ ~ i'j -~ F -< g t-/ ~---------------~--------~---------~-~---~------------------~---~--------~-----------------------------1~"' ffi [:, () Stantec RE~EWED: SIGNING AND STRIPING, AND LOOP REPLACEMENT PLAN """' I / ~> I;; These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors ar omissions which may have been incorporated into these plans as a result. 38 ITCHNOLOGY DRIVE IRI/INE, CA 92618 (949) 923-6000 lEL {949) 923-6121 FAX ~'/0 i3 · ~~ b., ANTONY BRINE/RCE 45521 ;;' ~ UNDER THE SUPERVISION OF: ill 11/15/18 RECORD DRAWINGS CITY TRAFFIC ENGINEER f----------------------~-------1 ~ ~ 7 / (/JJ DESIGNED: DRAWN: I;.. ~ 0 /IV~ 5/ \"7 / 18 JWW/DML JWW/DML ili 8/15/18 STRIPING REVISIONS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/l"1/18 >--------< !al!~ • • • • • 05 17 lB NO. DATE DESCRIPTION OF REVISIONS APPROVED ·-------SHEET OF s:, ~-----------------------------------------------~----------------~--------~ __ M_R_H~R_R~-~~~~-~---~------------------~--~---------~--------------------~--------,~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 23 FROM STA. 89+00 TO STA. 109+00 RECORD DRAWINGS 0 0 + 0) CX) ~z 0 I--w 1-w < :::c: I- C/) en WW w~ en i 0 I-< ::E 0 0 + I-0) :::c: 0) C, z -o a: -w I-> < 0 ti mW <z w-w ...J en O I-< ::E -·-·-·-·-·-·-·I ,,-:i,~G8-7(CAl 122] I I (HIGHLAND DR L Til 1 (20TH ST (RT)) I I I , )!TY OF JTA MESA I 91+07.52 IRVINE AVE = 255+00 BAYCRtST RD I CITY OF NEWPORT BEACH I I I I I I I I I I BAYCREST RD HOLIDAY RD (21ST ST) 110' R1-1 122 RL 1201 1181 ~ 1201 1181 20' 18' 100+ '@-7;' 117 _,,......_R4-7 --_ --,12...,2 N-11CAl JOIN IEl STRIPING ''STOP" 109 I Rl-1,-..,·- "CUS~OM "(NEIGHBORHOOD WATCH) 122 E 258' TRANSi ION 109 "STOP " , ~._,,....,_ 'CUSTOM"(SLOW OWNI ''BIKE LANE" & ARROW 109 E 122 'CUSTOM "(NEIGH . ORHOOD WATCH) 100+04.31 IRVINE AVE = +OO H (2l STI D3-HHOLIDAY IEl R/W 20 -----= ~ 101+00 IX) 102.±.90 ~ -'-----W ---+-I ;_ --- IVILTI~ 90' OPENING ;i: -0 - t "BIK LANE" & ARROW L I I @10· , • 1~100~· _1_ _ _ -C-R~ -~ ..,,... ___ ~i r-J _______ ,,lt@_11_6,..3_o_· -,+-,,10,.-4_1_0..,oo_·.--,... __ --~---., _ lf.f:, J[;",-----ff-.:-1\ /Ill /I •II /0 /I I' /~ /I I\ .A I\ -✓,/ }--f ,\A I oil ~ • FRANCISCO DR 103+29.59 IRVINE AVE = 270+00 FRANCISCO DR 103+34.53 IRVINE AVE = 275+00 FRANCISCO DR 0 "' ~ 104+DD @ ~ -1--- (El R /W ..... ..... . JOIN (El WINDWARD LN 227' TRANSITION 159' TRANSITION "1 106-lllQ 0 0 d) 0) 1-z u. 0~ -I-;=: .:5 0 en ...J w Will ~w ...J w 0 en I-< ::E 0 0 + 0) 0 'I"'" z"""" 0 C\I -I-I-w <w I-:::c: en en CONSTRUCTION NOTES @ INSTALL THERMOPLASTIC 4" SOLID WHITE LEAD IN/ LEAD OUT LINE PER DETAIL "A" ON SHEET 24. @ INSTALL THERMOPLASTIC 4" BROKEN WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. @ INSTALL THERMOPLASTIC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL THERMOPLASTIC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 6" BROKEN WHITE LANE LINE PER CAL TRANS STANDARD PLAN A20D, DETAIL 40. @ INSTALL THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STANDARD PLAN A24E. @ INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. @ INSTALL THERMOPLASTIC 4" SOLID DOUBLE YELLOW LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 22. (@) INSTALL THERMOPLASTIC 4" SOLID DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 29 . @ INSTALL THERMOPLASTIC 4" SOLID WHITE EDGE LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 278 <OFFSET FROM GUTTER PER PLAN). @ REMOVE CRACK /CHIPPED PAINT FROM EXISTING CURB AND REPAINT RED !LENGTH PER PLAN!. (@) INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L. @ INSTALL DETECTOR LOOPS PER CNB STID. DETAIL NOS. 923-L-A AND 923-L -B ON SHEET 24, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISTING PULL BOX. @ REMOVE EXISTING POST AND INSTALL NEW SQUARE GALVANIZED STEEL TUBING WITH ANCHOR POST AND SLEEVE PER SPECIAL PROVISIONS. @ INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLAN A20B, DETAIL 26. IT] EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. [IJ INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. [@ RELOCATE EXISTING SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. ~ REMOVE AND SALVAGE EXISTING SIGN OF TYPE INDICATED. TRAFFIC GENERAL NOTES: SEE SHEET 24. SIGNALIZATION LEGEND ¥' ~ ! I 5 1--_-:"'c-::;;::+§,>::-t--rl-::=::-=-_..,,,___,( (LD R=917'~9 _ R=550' --TS --Ww ~w ...J en :::c: ® SIGNALIZED INTERSECTION @ SIGNALIZED PEDESTRIAN INTERSECTION C 0 a. I ~ ;;i -- -TS- 102 70' IEl R /W 250' RE\ltRSE CURVE TRANSITION \ 116 70' E "CUSTOM "IBACK ~AY LOOP) TYPE PICAXRD These Record Drowings hove been prepored bosed on informo\ion submitted, in port, by others. While this information is believed lo be reliable, the City of Newport Beoch and the design professionols who prepored the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 100 • R2-1<40l R81<CAl I 158' REVEjRSE CURVE TRANSITION <El R /W IRVIN AVE 112 175' 1:08+29.89 IRVINE AVE = 280+00 WINDWARD LN "CUSTOM"(BACK BA'l1t LOOP) E R4-11 I 811CAl R, 1B(CAl I 227' TRANSITION 11 0 I-< 1 ::E 40 0 GRAPHIC SCALE 40 120 SCALE: 1 " = 40' ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e 'J, ~ ,,, ~ ~ i'j -~ F -< g t-/ -------------------------------------~---~--------------------------------------------------------------1~"' ffi [:, RE~EWED: SIGNING AND STRIPING, AND LOOP REPLACEMENT PLAN "'"' I / ~> I;; 38 TECHNOLOGY DRIVE (949) 923-6000 TEL .__A,-.' /o2 · ~ ~ IRI/INE. CA 92618 {949) 923-6121 FAX J.LJ < b.. ANTONY BRINE/RCE 45521 "-~ () Stantec UNDER THE SUPERVISION OF: ill ll/l 5/18 RECORD DRAWINGS CITY TRAFFIC ENGINEER f-------------------------------1 ~ ~ 7 / (/JJ DESIGNED: DRAWN: I;.. ~ 0 /IV~ 5/ \'7 / 18 JWW/DML JWW/DML ili 8/15/18 STRIPING REVISIONS <., JE REY W WILKERSON RCE 63466 DATE CHECKED. DATE·. DATE· 5/li/18 >---------< !al!~ • • • • • 05 17 18 NO. DATE DESCRIPTION OF REVISIONS APPROVED ·-------SHEET OF s:, ~-----------------------------------------------~----------------~--------~ __ M_R_H~R_R~-~~~~-~---~------------------~--~---------~--------------------~------~~~ 24 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6072-S IRVINE AVENUE PAVEMENT REHABILITATION C-8515-2 24 FROM STA. 109+00 TO SANTIAGO DRIVE (22ND STREET) RECORD DRAWINGS 0 0 + C) 0 T"" Ct) C\I z 0 I--w I- w <( I-:::c: "' "' w w w z -"' ...J :::c: (.) I-<( ::'.;E , , , , -Cl. ~ ~ REC'D ' w z <C _J .:::: w a,: "' 0 > m N • ~ -- "' 227' ~ANSITION I (El R /W ~ 0 "' ~ -= e::, I I 109 "BIKE LANE" & ARRO ~ L § ~ N 104 20' ~ ~+oo-111+00 -112+00 N "' - N 117 N ( (t,J .::i c; ~ N ,le N "' -------- 335' 1 1 ~ 0 "' R28(CAXL Tl E IRVINE AVE 227' TRANSITION LIMIT LINE OR CROSSWALK PER PLAN -/. / Ii LEGEND: I 1-¢X DETECTOR INPUT FOR THROUGH 0 0 0~ □ PHASES l-¢Y DETECTOR INPUT FOR LEFT TURN "' PHASES I::;: I ¢XB BICYCLE LOOP DETECTOR INPUT 0 00 1 1 0 CAL TRANS TYPE E LOOP DETECTOR 3-¢X I I ' LEFT TURN 0 MODIFIED CAL TRANS TYPE E LOOP '-- 0 I LANE DETECTOR (LEAD LOOPS) ' ' I ' ' THROUGH @ CAL TRANS TYPE D LOOP DETECTOR I I LANES (3'x6') It L BIKE LANE 0 I I I 1-¢Y I I I I ~ I ' EDGE OF GUTTER I I I CURB FACE ' I I ,~ 01 0 I □ I l-¢X I 2-¢X I NOTES: 1. UNLESS OTHERWISE INDICATED TYPE E LOOPS SHALL BE 6' DIAMETER AND TYPE D LOOPS SHALL BE 3'x6'. 2. LOOPS SHALL BE CENTERED IN THE LANE UNLESS OTHERWISE SHOWN. PLACE LEAD LOOPS IMMEDIATELY IN ADVANCE OF LIMIT LINE OR CROSSWALK. 3. A MAXIMUM OF 4 LOOP DETECTORS SHALL BE ON 1 DETECTOR LEAD-IN CABLE (DLC). 4. SEE CITY STD-923-L-B FOR CAL TRANS MODIFIED TYPE E LOOP WINDING DETAIL. 5. LOOP WIRE SHALL BE TYPE 2. LOOP DETECTOR LEAD-IN CABLE (DLC) SHALL BE TYPE B. 6. LOOPS SHALL BE INSTALLED PER CALTRANS STANDARD PLAN ES-SA AND ES-SB. 7. LOOP SEALANT SHALL BE HOT-MELT RUBBERIZED ASPHALT SEALANT. I I '" ' l"-:EVISED CITY ENGINEER o,m DIR OF PIJBLJC WORKS IJATE ADOPTED CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORK.S STANDARD DETAIL NO. LOOP DETECTORS 923-L-A USE WITH ST ANDA RD SPECTFTCA TIO NS fOR PCilLJC WORKS CO'\STRUCTTON SHEET 1 of 2 These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, the City of Newport Beach and the design professionals who prepared the plans are not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ---- EM-1a I E R28(CAJ(80THJ I REC'D SANTIAGO DR (22ND ST) 15' 116 LL 0 E N-HCAJ R73-3(CAXMODX2l I R4-7 -"'- R3-4 R73-3(CAJ R26(CAJ 113+25.19 IRVINE AVE = 290+00 SANllAGO DR (22ND STJ TWISTED CLOCKWISE INTO A PAIR (AT LEAST 2 TURNS PER FOOT) WINDING DETAIL MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) t z _J 0 LU -> -t:; ;::i <.O LU f- er'. - CITY ENGmiEER 0 SAWCUT DETAIL MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) DATE DJR OF PU~UC Y/ORKS DAIT CITY OF NEWPORT BEA CH DEPARTMENT OF PUBLIC WORKS LOOP DETECTORS US[ WITH STANDA RD SPECffICATIONS roR PUBLIC \VORKS CONSTRCCTION R8.'ISED ADOPTED STANDARD DETAIL NO. 923-L-B SHEET 2 of 2 TRAFFIC GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WlllH llHE PROJECT SPECIAL PRO~SIONS , THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCllON <GREENBOOK), 2015 EDlllON AND ALL SUPPLEMENTS, llHE CAL TRANS STANDARD PLANS, DA TED 2010, llHE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCDJ, DATED JANUARY 2014 (REVISION 3l, llHESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. llHE LAYOUT FOR ALL PROPOSED PAVEMENT MARKING AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY llHE ENGINEER OR HIS REPRESENTA llVE PRIOR TO FINAL APPLICAllON OF PAVEMENT MARKINGS OR STRIPING. 3. llHE EXACT LOCAllON OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND /OR SIGNAGE SHALL BE ACCEPTED BY llHE ENGINEER OR HIS REPRESENTAllVE PRIOR TO APPLICAllON. 4. MATERIALS SHALL COMPLY WlllH SECTION 214 -"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PRO~SIONS. 5. UNLESS OllHER~SE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED llHERMOPLASTIC AND APPLIED PER llHE SPECIAL PROVISIONS. 6. INSTALLAllON OF llHE TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISllNG POSTS, OR EXISllNG STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS>. SEE CITY STANDARD DRA~NG NO 924-L. 7. llHE CONTRACTOR SHALL REMOVE ALL CONFLICllNG TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASllNG. 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. llHE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9. UNLESS OllHER~SE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E AND CENTERED IN llHE TRAVEL PORllON OF llHE 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 POSlllONING LOOPS. SEE CITY STANDARD DRA~NG NOS 923-L-A AND 923-L-B ON SHEET 24. 10. RBHCAJ SIGNS TO BE 12 "x8 ". 11. INSTALL BLUE REFLEllVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN SllD-902-L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 13. ALL SllCKERS, TAPE, AND DEBRIS OBSCURING EXISTING SIGNS SHALL BE REMOVED. ALL SIGNS SHALL llHEN 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 ~TH A NEW SIGN OF THE SAME TYPE AND DIMENSIONS. 14. ALL EXISTING RED CURBS SHALL HAVE EXISllNG RED PAINT REMOVED TO THE SATISFACTION OF lHE ENGINEER OR HIS REPRESENTATIVE. CONSTRUCTION NOTES @ INSTALL llHERMOPLASllC 4" SOLID WHITE LEAD IN/ LEAD OUT LINE PER DETAIL "A" ON SHEET 24. @ INSTALL llHERMOPLASllC 4" BROKEN WHITE LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. @ INSTALL llHERMOPLASllC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. @ INSTALL llHERMOPLASllC 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38A. @ INSTALL llHERMOPLASllC 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39. @ INSTALL llHERMOPLASllC 6" BROKEN WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39A. @ INSTALL THERMOPLASTIC 12" SOLID WHITE CROSSWALK PER CALTRANS STANDARD PLAN A24F, BASIC TYPE (WIDTH MEASURED INSIDE TO INSIDEJ. @ INSTALL THERMOPLASllC WHITE PAVEMENT MARKING SPECIFIED PER CALTRANS STANDARD PLAN A24A TO A24E. @ INSTALL THERMOPLASllC 8" SOLID WHITE CHEVRON AT 25' SPACING. @ INSTALL THERMOPLASllC 4" SOLID DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STANDARD PLAN A208, DETAIL 29. @ INSTALL llHERMOPLASllC 4" SOLID WHITE EDGE LINE PER CALTRANS STANDARD PLAN A20B, DETAIL 278 (OFFSET FROM GUTTER PER PLAN). @ REMOVE CRACK /CHIPPED PAINT FROM EXISllNG CURB AND REPAINT RED (LENGTH PER PLAN). (@) INSTALL RAISED BLUE PAVEMENT MARKER PER CNB DWG. NO. STD-902-L. @ INSTALL DETECTOR LOOPS PER CNB SllD. DETAIL NOS. 923-L-A AND 923-L-B ON SHEET 24, AND CONNECT TO DETECTOR LEAD-IN CABLE IN EXISllNG PULL BOX. W EXISTING SIGN OF TYPE INDICATED TO REMAIN IN PLACE ON EXISllNG POST, NEW POST, OR EXISllNG STREET LIGHT WHERE INDICATED. [I] INSTALL NEW SIGN OF TYPE INDICATED ON EXISTING POST, NEW POST, OR EXISTING STREET LIGHT WHERE INDICATED. I@] REMOVE AND SALVAGE EXISTING SIGN OF TYPE INDICATED. 76" I 49· I r6· 4" WHITE STRIPE"\ ~ i--------D-IR_E_C-llO_N_,__OF-TR_A_V-EL ________ l ~ \_ TYPE G 2ND MARKER NOT USED AT J LIMIT LINES OR CROSSWALKS DETAIL "A" SCALE: NTS SIGNALIZATION LEGEND @ SIGNALIZED INTERSECllON @ SIGNALIZED PEDESTRIAN INTERSECllON GRAPHIC SCALE 40 0 40 120 SCALE: 1 " = 40' ¥' ~ t I 5 C 0 a. I ~ ;;i ~ m C 0 ~ 0 3 ~ e I 5 C 0 3' ~ E j ti ti > "' ~ e 'J, ~ "' ~ ~ i'j -~ F -< g ,------:;;;;.~-----------,--------,,---------,-,----,--------------------,-----,.=::=:::---------,-----------------------------~r / () Stantec RE~EWED= s1GN1NG AND sTR1P1NG, AND LooP REPLACEMENT PLAN !! ~'/0 i3· ~~ f--+------1--------------------+---..j ANTONY BRINE/RCE 45521 ;;' 6 CITY TRAFFIC ENGINEER f----------------------,-----------1 ~ :iJ DESIGNED: DRAWN: J.:\ 11 /15/18 RECORD DRAWINGS ~ 0 JWW/DML JWW/DML L.!.',. <., CHECKED: DATE: DATE 5/11/18 f----------1..,, 38 TECHNOLOGY DRIVE (949) 923-6000 TEL IRVINE, CA 92618 (949) 923-6121 FAX UNDER THE SUPER~SION OF: ?J~ 5/11/18 MRH RR 05 17 18 NO. DATE DESCRIPTION OF REVISIONS APPROVED :---=---'--'---=----SHEET OF z ~ ~--------------------------------------------------_1__ _________________ .L ________ _L_...!!"~~~-~'l.'.I_L!_.<cL_~ _ __::___::_ _ _i_:_=.:::_:::__::_:::_:__:::____::_-=:::..::: ___________ _i_:_:~::_:_~ __________ L _____________________ l..:'"..".:'.:.'.__ _ __'.'.'._ _ _J~? R.C.E. 63466 DATE