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HomeMy WebLinkAboutR_6035_SCITY OF COSTA MESA PROJECT LOCATIONS UPPER NEWPORT BAY CITY Of IRVINE UN\IJBsSIT'I VI Cl N ITV MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1~3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE ® SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE © STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE t-0<1 FIRE HYDRANT BLK BLOCK CATV CABLE TV i!!I WATER METER Cl CAST IRON !l!J STREET LIGHT PULL BOX <t. CENTERLINE CNB CITY OF NEWPORT BEACH mil TRAFFIC SIGNAL PULL BOX Cl CLASS ClR CLEAR ~ STREET UGH T C&G CURB AND GUTTER E EAST /ELECTRIC @ WATER V/!J..VE EC END CURVE GUY WIRE ECR END CURVE RETURN ('-EVC END VERTICAL CURVE ,0. SURVEY MONUMENT EXIST EXISTING FLG FLANGE " SIGN FE FLANGED END FL FLOW LINE © VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE Ell IRRIGATION CONTROL V/!J..VE GB GRADE BREAK GE GROOVED END lll1l CABLE TV PULL BOX IP&T IRON PiPE AND TAG LT LEFT (I) CORING LOCATION MAX MAXIMUM MJ MECHANICAL JOINT <El ELECTRICAL MANHOLE MIN MINIMUM ID ELECTRICAL PULL BOX NG NATURAL GROUND N NORTii ~// / «llll j BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION CG OR!GINIIL GROUND PE PLAIN END ----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PU~L BOX RCP REINFORCED CONCRETE PIPE ---I[:---CENTERLINE RET RETAINING RT RIGIIT ----S----SEWER LINE SCH SCHEDULE s SEWER -·---W----WATER LINE sco SEWER CLEAI-IOUT ---G---GAS LINE SMH SEWER MANHOLE SHT SHEET --E--ELECTRICAL LINE SW SIDEWALK s SOUTH --T TELEPHCNE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CA T\1-CABLEVISION LINE STIL STEEL --SP--SPRINKLER SYSTEM T TELEPHONE w WEST/WATER -x-x-x-FENCE W/ WITii BLOCKWALL PUBLICW RECORD DRAWINGS 1h<lee Record .llrawlngo hava .boon prq,ared hand on lnf..-ma!Jon umlltod. In part. by otmn. 'Mil• !hta • • lnf..-mctfon: ta, believed to be mllable, City of Newpcrl -Is not .-..ponalblo for Its accuracy. nor for ......,. or omlsslo!ll, -.hk:h may h""' b°"" lncorporo\«I lnl:o !h... plans as • ..... it. t{.KS DEPARTMENT GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN 1HIS CONTRACT'S SPEC!AL PROVISlONS. 2. EXISTING UNDERGROUND UTIUT!ES ARE SHOWN AS PER AVAILABLE RECORDS. lliE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BE~NNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-0-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OlliERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SH/!J..L JOlN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFlCATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER . .f AH_URE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION .. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. FISCAL YEAR 2013-2014 MISCELLANEOUS STREET PAVEMENT REPAIR 9. STREET CONSTRUCTION STATIONING IS FOR REFERENCE ONLY. LEGEND I ' NEW AC PAVEMENT 1 · , • ·1 NEW PCC PAVEMENT ~~:§! 4" PAVEMENT GRIND & OVERL~Y [;?;;;@::4 2" PA'vrMENT GRIND & OVERLAY -~, _ _,; ._1 --' I;;-,.----, ,,-. ~~ I \ 0 NEWPORT BLVD. (26TH TO 30TH STREETS) -BONITA CANYON DRIVE FROM:MACAATHUR BLVD TO CHAMBORD -NEWPORT BLVD. (26TH TO 30TH STREETS) -NEWPORT COAST DR; @ RIDGE PJ.XRK RD. -SAN JOAQUIN HILLSRD,FREERIGHT@JAMBOREE RD. -MACARTHUR BLVD@COASTHWY. EAST -15TH STREET (OLDNEWPORTBLVDTO REDLAND AVE) DATE:---'=3"--_7::_· -_,_/_· 1..,....!/..J_ APPROVED: __ f_,..,,OJc;_t"'-"'·~-=-~ -'--_;;_~.-:::..' ._1_;;_-_;;_-~..:;... ;;.,..·· =•·::c=-·/_"'·_···~ ____ _ DATE: PATRICK THOMAS, P.E.,DEPUT't PWD /CITY ENGINEER ,.-:,----' ---"---~ v:·---------1. "'-,.,.,.._ ~ .......... O' '--.; 1 [I] MACARTHUR BLVD. @ COAST HWY. EAST BONtTA CANYON DRIVE I • il 12] NEWPORT COAST DR. • t@RIDGE PARK RD. [II SAN JOAQUIN HILLS RD. FREE RIGHT@ JAMBOREE RD. CONSTRUCTION NOTES 0 PROTECT IN PLACE 0 SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE A PCC CURB & GUTTER (8-IN CF) PER CNB STD-182-L @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, C;\SE PER PLAN 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT © COMPLETE 4-IN COLDMILLING EXISTING AC PAVEMENT © REMOVE EXIST. PAVEMENT. SUBGRADE AND RECONSTRUCT 2" ARHM OVERLAY OVER 4-" AC BASE COUSE C\J 0 CONSTRUCT MINIMUM 2-IN ASPHALT LEVELJNG COURSE ✓- ® PRUNE TREE ROOT AND INSTALL ROOT BARRIER l-,---. ® CONSTRUCT 2-IN ASPHALT PAVEMENT OVERLAY '-~' @ REMOVE EXIST. AND RECONSTRUCT CROSS GUTTER SPANDREl PER APPLICABLE PORTION OF CNB STD-185-L ·-:-:-cc' '. .. ,-·-< @ REMOVE AND REPLACE WITH NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L l~c. @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUCATED DOMES INTO EXISTING CURB ' ( ® ACCESS RAMP PER APPLICABLE PORTION OF CNB STD 181-L (A-0) ,'% 13 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNS STD-111-l ·,.,. ® REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L ® REPLACE EXISTING TRAFFIC LOOPS AS SHOWN PER CALTRANS STD. PLAN ES-5A. ES-5B (3'X6' TYPE D, TYPE E, MODIFIED TYPE E). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERV~SE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. 1-------------------------------10 @ REMOVE AND REPLACE WITH NEW WATER VALVE BOX AND COVER TO GRADE PER IRWD SID-DWG-W-22 @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER IRWD STD-DWG-S-1 @ REMOVE AND REPLACE WITI-1 NEW MONUMENT BOX AND COVER TO GRADE PER OCPWD STD. PLAN 1405 @ INSTALL 4" DASHED WHITE LINE PER CALTRANS STD A20A, DETAIL 9 ® INSTALL 12" WHITE CROSSWALK PER CALTRANS STD A24E ® INSTALL PAVEMENT MARKING TYPE IV (L) ARROW PER CALTRANS STD A24A @ INSTALL 12'' WHITE LIM!T LINE AT 5 FT BACK OF HI-VISlBILITY CROSSWALK PER CALTRANS STD A24-E @ INSTALL 6" WHITE BIKE LANE INTERSECTION UNE STRIPING PER CALTRANS STD A24D, DETAIL 39A @ INSTALL 4" SOLID WHITE STRIPING PER CALTRANS STD A20A, 50 FT LONG @ INSTALL 4" YELLOW EDGE LINE STRIPING PER CALTRANS STD A20B, DETAIL 25 @ REMOVE AND RESTRIPE "SIGNAL AHEAD" PAVEMENT MARKING PER CAURANS STD A24D @ INSTALL 6" WHITE BIKE LANE LJNE PER CAL TRANS STD A20D, DETAIL 39 ? @ REPLACE 12" WHITE CHEVRON @ 25' SPACING (TYP) ~ @ REPLACE EXISTING STRIPING, LEGEND, ARROW, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS, 8 RED CURB WITHIN THE WORK LIMITS PER DWG NO. T-5918-S ""' @ ? 42 INSTALL 8" SOLID WHITE LINE PER CALTRANS STD A20D, DETAIL 38A ·a a. @) INSTALL MEDIAN ISLAND STRIPING PER CAL TRANS STD A208, DETAIL 28 ~ @ REPLACE 12" YELLOW DIAGONAL LINE AT 45', SPACE 5 FT APART, HI-VISIBILITY CROSSWALK PER ffi CALTRANS STD A24F ~ @ REPLACE 4" DASHED YELLOW LINE PER CALTRANS STD A20A, DETAIL 1 ,r; 1--=------------------------------------1" J; "'1 1--------------------------------------1:;i SHEET INDEX ~Tilli~ ' ~ I ~ MACARTHUR BLVD. @ COAST HIGHWAY EAST J; I t I ~ -I t _,...-..,..,. ._, r:;-j 3= 1 ,,.----------------1--'-----, · 'a 1 1 / .._ ~ BONiTA CANYON DRIVE '-'-1 L __ +-______________ J L~--'-l---~-------__J L _____________ 7,(______ G]soN1TA CANYON DRIVE ~ I 111111111111111111111111111-lllllllllilillili __________ lillillil I I ... l 151 BONiTA CANYON DRIVE ~ \ ,--7,---: ,--7.j--7 r--,r--, r--,,r, --, r, --,,r,~-7 1 1 '6°1NEWPORTBLVD.(26THT030TflSTREE1S) B ... 11 _i I 11,;f I I II I L':J ---_.,..1 ____ f+___ 1--'----.U. 1 1 1 1 1 1 ' 1 1 ,.._ 1 :,..I 0 NEWPORT COAST DR. @ RIDGE PARK RD. 9-1 I I 11 I I ' ,.,J_ Cl' BOLSAAVE WESTMINSTERAV!i; SANTAANAAVE fglREDLANDAVE (!] SAN JOAQUIN HILLS RD. FREE RIGHT @ JAMBOREE RD. -~ ORANGEAVE 0 15TH STREET MISC. REPAIRS ~ [II 15TH STREET (OLD NEWPORT BLVD TO REDLAND AVE) C-5343 ! 1---------------------,c-----------------------------------r-----------,-....;.......;... ____________ '1""."'!=~~====~-"'!"'""."==~-:-.,..,..,=-:,:---,---------+-:-::-=-=--------,----------------------------I~ BASIS OF BEARINGS C ... . . APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED· ~ CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG 1 • : EMERGEN • YTELEPHONE NUMBERS • FY 13-14 MISCELLANEOUS STREET PAVEMENT REPAIR ~ -..,i.,.J t .4-, ., /'7 ~ _ ~o" SOUTfJERN CALIFORNIA GAS COMPANY 1-----------------------------------1 SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY BENCHMARK: CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (1300) 624-8153 {800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 NIGHT (949) 644-3717 MIKE PISANI MUNICIPAL OPERATIONS DEPARTMENT DATE: 3,-'7 -lLf M;~A:·:~CORl, RCE 46214 ~;~~~-TITLE SHEET ~ ASSISTANT CITY ENGINEER SENIOR Cf VIL ENGINEER -i\S (2, Ll { L-r: 55 J--:.--::,,,..-:---c:c----.-::-::-c-=----l--------------------..---------'---17 DESIGNED: FTT DRAWN: FTT CITY OF NEWPORT BEACH 1--,R_-6_;;_0 __ 3_5_-S.;;.....-1 ~ DATE: '::>-7-14,;-' CHECKED: AT DAT~ ,05 2014 PUBLIC WORKS DEPARTMENT SHEET 1 OF 9 :3-b..-------~-----------_,11..-_________________________________ ..... __________ ....;......;. ____________ .i... ________ ..1.., ________ _._ ________ ...J. ___ ~:.1-__;;:£.:::.:=::.:.;;;Js-------------------....lL----.:.,_ _ _::_.......10.: R-6035-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5343 THAN TRAN FRANK CONSTRUCTION NOTES RECORD DRAWINGS \ 4 9 \ 33 STRIPING PLAN -F >-' ~ 0 Vl oZ .o 0:, u -+ C, NZ -w 13+00 __ ::~~r---- MACARTHUR BLVD. 135'--------------i -... ---F- --MACARTHUR BLVD_:_ G) PROTECT IN PLACE 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT ® CONSTRUCT 2-IN ASPHALT PAVEMENT OVERLAY @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD 181-L (A-D) @ REPLACE EXISTING TRAFFIC LOOPS AS SHOWN PER CALTRANS STD. PLAN ES-5A. ES-5B (3'X6' TYPE D, TYPE E, MODIFIED TYPE E). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCAllON APPROVIED BY THE ENGINEER. @ INSTALL 12" WHITE CROSSWALK PER CALTRANS STD A24E @ INSTALL PAVEMENT MARKING TYPE IV (L) ARROW PER CALTRANS STD A24A @ INSTALL 4" YELLOW EDGE LINE STRIPING PER CALTRANS STD A20B, DETAIL 25 @ INSTALL 6" WHITE BIKE LANE LINE PER CALTRANS STD A20D, DETAIL 39 @ REPLACE 12" WHITE CHEVIRON @ 25' SPACING (TYP) @ INSTALL 8" SOLID WHITE LINE PER CAL TRANS STD A20D, DETAIL 38A STRIPING GENERAL NOTES 1. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGllH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 2. STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTAllON STANDARD PLANS, 2010 EDITION. 3. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WlllHIN 24 HOURS AFTER llHE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 4. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM llHICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 5. REFLECllVIE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WlllH GLASS REFLECllVIE FACES. 6. llHE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. 7. PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 8. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OllHERWISE NOTED. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALIL RPM'S. LEGEND 1/ I PAVEMENT GRIND & OVERLAY 0 TRAFFIC SIGNAL TYPE E LOOP 0 TRAFFIC SIGNAL MODIFIED TYPE E LOOP 12:2J TRAFFIC SIGNAL 3'X6' TYPE D BIKE LOOP ROUND CORNERS OF ACUTE ANGLE SAWCUTS TO PREVENT DAMAGE TO CONDUCTORS "' L r 0 "' L 3' X 6' TYPED BIKE LOOP DETAIL N.T.S. N.T.S. These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is belleved to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as o result. E 0 N o> ~ "O >-' ...J :::J [Il Vl <( I Vl LO "' D <O ;5- L 0 a. "' '7 -C "' E ~ 0 °7 -"' "' L -"1 0 (/) 4 -.j- -I "' >= "i Vl LO "' D <O ;5- ~ w w "' >- ;'.l- o> C ·c: "' "' C o> C ;;!- Cl ✓r • ,----.------,----------------------,------,---------.....-------------,--------------------------------1 ~ REVIEWED: FY 13-14 MISCELLANEOUS STREET PAVEMENT REPAIR ~ ~ MACARTHUR BLVD. @EAST COAST HWY. i SENIOR CIVIL ENGINEER o._ 1------..-----+-----------------------.----------1 / ~ ~ALE: 1" = 20' DESIGNED: DRAWN: "' 1----------1 (/) CHECKED: DATE: SHEET 2 OF _3-AT 3 05 2014 _ 0 20 40 60 NO. DATE DESCRIPTION OF REVISIONS APPROVIED FTT FTT ._ ______________________________________________________________________________ ...... ______ ,._ _______________________ ......, _____________ ....... __ ....... __________________________________ _ R-6035-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5343 THAN TRAN FRANK CONSTRUCTION NOTESCONSTRUCTION NOTES RECORD DRAWINGS t- i-'+" IO C) N -<( 0:: I-- LU en > LU Oz CD -<( -' LU I LU (.) en ~ ~ 21+00 STA 15+00 BEGIN 4 GRIND OVERLAY BEGIN STRIPING ENllRE ~NGTH' STA 21+50 END 4 GRIND OVERLAY END SllRIPING 17+00 --I~ ~ - 16+00 t-- ------I- BONITA CANYON DRIVE 22+00 CD PROTECT IN PLACE ® COMPLETE 4-IN COLDMILLING EXISllNG AC PAVEMENT (j) CONSllRUCT MINIMUM 2-IN ASPHALT LEVELING COURSE ® CONSllRUCT 2-IN ASPHALT PAVEMENT OVERLAY 23+00 ---1-- @ REPLACE EXISTING TRAFFIC LOOPS AS SHOWN PER CAL llRANS STD. PLAN ES-5A. ES-5B (3'X6' TYPE D, TYPE E, MODIFIED TYPE E). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OllHER\"1SE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. @ INSTALL 4" DASHED WHITE LINE PER CALTRANS SllD A20A, DETAIL 9 @ REMOVE AND RESTRIPE "SIGNAL AHEAD" PAVEMENT MARKING PER CALTRANS STD A24D SCALE: 1" = 20' 18+00 t--I-- - 24+00 I -- BONITA CANYON DRIVE I-- "SIGNAL AHEAD" (2 EA) 19+00 --I - =-=--= MESA VIEW DR. 25+00 MESA VIEW DR. ENTIRE LENGTH 31 -+--- STA 25+85 BEG 4 GRIND OVERLAY BEGIN STRIPING 20+00 I--- 26+00 ----j b 0 ..., I I I I e ___ ~ -+ - -:.,. r-t--+ l-o IL N LU <( -' I-s: en o LU -' Z LU -' CD I LU U LU ~ en ~ LEGEND 4" PAVEMENT GRIND & OVERLAY K \:I 2" PAVEMENT GRIND & OVERLAY 0 TRAFFIC SIGNAL TYPE E LOOP r-t--+ co N-.:r- <( I-I-LU en LU LU I z en -' LU I LU uen ~ ~ N.T.S. These Record Drawings hove been prepared based on information submitted, in part. by others. 'Mlile this information ls believed to be relloble, City of Newport Beach ls not responsible for lts accuracy, nor for errors or omissions which may hove been incorporated into these plans as o result. C 0 L -::: E 0 D I") o> ~ "O f-' ...J :::J [Il (/) <( I (/) LO I") D <O ;5- L 0 a. "' '7 -C "' E ~ 0 °7 -"' "' L -"1 0 (/) 4 st-~ I I") >= "i (/) LO I") D <O ;5- ~ w w "' >-- ;:'.l- o> C ·c: "' "' C o> C ;;!- Cl ,----.------.---------------------r-----,r-----------,-==:::-------.--------------------------------1 ~ R™~: ~ FY 13-14 MISCELLANEOUS STREET PAVEMENT REPAIR "" "' BONITA CANYON DRIVE ~ 2-ANDYTAN,RCE6367 STA 15+00.00 TO STA 26+75.00 ~ 1-___:_S;:_EN.c.lO:...R:...C.c.lV_,,l;:_L ;:_EN.c.G:...IN.c:E.:cER-'----+----------------------,----------, ~ ~ DESIGNED: DRAWN: FTT FTT "' 1---------1 (/) L.._ ____________________ ...J. _____________________________________ _._0 _____ 20 ____ 4_0 ____ 6_0_. __ No_ . ...1.. __ DA_T_E_..1...D_Es_c_R_IP_TI_0N_o_FR_Ev_Is_Io_N_s __________ ...... _AP_P_R_oVE_D._ _______ __,;:_c_H_Ec_K_rn_,__,;A.;,.:T.,_DA_T..;:~ .. ' 0"'5""-='20;;,;1..;.4,.._ ____________________ ,__sH_E_E_T_3_o_F __ ... .3- R-6035-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5343 THAN TRAN FRANK CONSTRUCTION NOTESCONSTRUCTION NOTES 0 I-~ --- :::c N C!) M -<( 0:::: 1-wen - e; w aJ z <( --' w :::c ---- JJ+oo +--- CD PROTECT IN PLACE 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT ® COMPLETE 4-IN COLDMILLING EXISTING AC PAVEMENT (j) CONSTRUCT MINIMUM 2-IN ASPHALT LEVELING COURSE ® CONSTRUCT 2-IN ASPHALT PAVEMENT OVERLAY IRWD 1 SMH @ REPLACE EXISTING TRAFFIC LOOPS AS SHOWN PER CAL TRANS STD. PLAN ES-5A. ES-5B (3'X6' TYPE D, TYPE E, MODIFIED TYPE E). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. ® INSTALL 4" DASHED WHITE LINE PER CALTRANS STD A20A, DETAIL 9 @ REMOVE AND RESTRIPE "SIGNAL AHEAD" PAVEMENT MARKING PER CALTRANS STD A24D 0 BONITA CANYON DRIVE ENTIRE LENGTH 31 - - - ---==--, BATTERSEA "SIGNAL AHEAD" (2 EA) ~ 1 IRWD SMH ENTIRE LENGTH 31 IRWD SMH STA 32+00 4 9 END 4 GRIND OVERLAY BEG 2" GRIND/OVERLAY -.... C) LO + I-N LL ""w <( --' I-:s:: en o w--' Zw --' aJ :::c w (.) w ~ en ~ LEGEND 0 C) LO + co M LO <( I-I-w en w w :::c z en --' w :::c w o en ~ ~ 4" PAVEMENT GRIND & OVERLAY 2" PAVEMENT GRIND & OVERLAY TRAFFIC SIGNAL TYPE E LOOP E 0 o> ~ "O f-' _J :::J [Il (/) <( I (/) LO I") D <O ;5- L 0 a. "' '7 -C "' E ~ 0 °7 -"' "' L -"1 0 (/) 4 st-~ I I") >= "i (/) LO I") D <O ;5- ~ w w "' >- ;:'.l- o> C ·c: "' "' C o> C ;;!- Cl ,----,-------.---------------------,-----,-----------.-----------.------------------------------1 ~ RE~EWED: FY 13-14 MISCELLANEOUS STREET PAVEMENT REPAIR ~ BONITA CANYON DRIVE j 2-ANDYTAN,RCE6367 STA 26+75.00 TO STA 38+75.00 ~ SENIOR CIVIL ENGINEER o._ 1-------,-----+-----------------------.----------1 / ~ SCALE: 1" = 20' DESIGNED: DRAWN: "' 1---------1 (/) CHECKED: DATE: SHEET 4 OF _3-AT 3 05 2014 _ 20 40 60 NO. DATE DESCRIPTION OF REVISIONS APPROVED FTT FTT _____________________ ....... _____________________________________ __. _________________ ...... ______________________ ....... ___ ,._ _______ __,----___ ....... _ ............. _____________________________ _ R-6035-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5343 THAN TRAN FRANK CONSTRUCTION NOTESCONSTRUCTION NOTES RECORD DRAWINGS 0 LO + co vM t:i ;:: -w CJ) ENTIRE LENGTH Iw ___ _ CJ) z W::J WI CJ) (.) ~ "' N 39+00 45+00 + 4 9 40+00 46+00 - I 13 SDMH BONITA CANYON DRIVE 41+00 + -----:::::==::.., ,,,,---=~,,,---~- STA 40+90 END 2" GRIND/OVERLAY END STRIPING BONITA CANYON DRIVE 47+00 I- L ~~~~ ' ~ I .If 0 PROTECT IN PLACE © COMPLETE 2-IN COLDMILUNG EXISTING AC PAVEMENT ® CONSTRUCT 2-IN ASPHALT PAVEMENT OVERLAY @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ INSTALL 4" DASHED WHITE LINE PER CALTRANS STD A20A, DETAIL 9 @ REMOVE AND RESTRIPE "SIGNAL AHEAD" PAVEMENT MARKING PER CALTRANS STD A24D 0 PRAIRIE RD. STA 42+ 75 1 BEG 2" GRIND/OVERLA, BEGIN STRIPING 1 I I I I I ' I I I I PRAIRIE RD. -1-- IRWD SMH 42+00 L0, 48+00 I ENTIRE LENGTH 1 / ENTIRE LENGTH 31 43+00 -1--- 49+00 I- These Record Drawings have been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beoch is not responsible for its accuracy, nor for errors or omissions which moy hove been incorporated into these plans os a result 4 9 IRWD SMH 44+00 s 13 SDMH +oo IRWD SMH STA 50+25 0 ir;, I-v LL s:l"W <( -' ~ :s: wO z -' -W -' OJ Iw (.) w ~ CJ) ~ LEGEND I ', >, I 2" PAVEMENT GRIND & OVERLAY to SR73 END 2" GRIND/ RLAY END STRIPING 5' X 59' 2" GRIND AND OVERLAY C 0 L -::: E 0 N I") o> ~ "O f-' ...J :::J [Il (/) <( I (/) LO I") D <O ;5- L 0 a. "' '7 -C "' E ~ 0 °7 -"' "' L -"1 0 (/) 4 st-~ I I") >= "i (/) LO I") D <O ;5- ~ w w "' >- ;:'.l- o> C ·c: "' "' C o> C ;;!- ,----.--~=::::::;===================::::;:====;:==~--------.----------~-------------------------------1 ~ RE~EWED: FY 13-14 MISCELLANEOUS STREET PAVEMENT REPAIR ~ ff~~ BONITA CANYON DRIVE j ~ ? ~ STA 38+75.00 TO STA 50+75.00 rn 1------..-----+-----------------------.-----------1 ~ ~ "' 1----------1 (/) CHECKED: DATE: SHEET 5 OF _3-AT 3 05 2014 _ SCALE: 1" = 20' 20 40 60 NO. 08/04/14 ADDITIONAL 2' GRIND/OVERLAY DATE DESCRIPTION OF REVISIONS APPROVED DESIGNED: DRAWN: FTT FTT ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ R-6035-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5343 THAN TRAN FRANK CONSTRUCTION NOTESCONSTRUCTION NOTES RECORD DRAWINGS 30TH ST. 4 9 28TH ST. .. 28 SAWCUT & JOIN CD PROTECT IN PLACE 11 3 CASE "K" 13 10' X 30' 4" PAVEMENT GRIND AND OVERLAY 0 SAWCUT, REMOVE EXIST. AND RECONSTRUCT TYPE A PCC CURB & GUTTER {8-IN CF) PER CNB STD-182-L 0) REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB SID-181-L-A-D, CASE PER PLAN 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT ® COMPLETE 4-IN COLDMILLING EXISTING AC PAVEMENT (j) CONSTRUCT MINIMUM 2-IN ASPHALT LEVELING COURSE ® PRUNE TREE ROOT AND INSTALL ROOT BARRIER ® CONSTRUCT 2-IN ASPHALT PAVEMENT OVERLAY @ REMOVE EXIST. AND RECONSTRUCT CROSS GUTTER SPANDREL PER APPLICABLE PORTION OF CNB STD-185-L ® REMOVE AND REPLACE WITH NEW WATER VALVE BOX AND COVER TO GRADE PER CNB STD-511-L @ SAWCUT, REMOVE EXIST. AND INSTALL RAISED TRUCATED DOMES INTO EXISTING CURB ACCESS RAMP PER APPLICABLE PORTION OF CNB STD 181-L (A-D) @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB SID-111-L @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB SID-180-L @ REPLACE EXISTING TRAFFIC LOOPS AS SHOWN PER CALTRANS STD. PLAN ES-5A. ES-5B {3'X6' TYPE D, TYPE E, MODIFIED TYPE E). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHER'MSE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. ® REPLACE EXISTING STRIPING, LEGEND, ARROW, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS, RED CURB WITHIN THE WORK LIMITS PER DWG NO. T-5918-S CAS "K" 3 SCALE: 1" = 20' 0 20 40 SAWCUT & JOIN 29TH ST. 7'X31' SIDEWALK j'X10' SIDEWALK o'<! u "' w (D 13 7'X25' SIDEWALK 2 98' 14 . .. . - 7'X4' SIDEWALK----+ 17' X 102' '----4" PAVEMENT GRIND AND OVERLAY These Record Drawings have been prepared based on information submitted, in part, by others. WhHe this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. -· // / • " " LEGEND 0 4" PAVEMENT GRIND & OVERLAY 2" PAVEMENT GRIND & OVERLAY TRAFFIC SIGNAL TYPE E LOOP C 0 L -::: E 0 + I") o> ~ "O f-' _J :::J [Il (/) <( I (/) LO I") D <D ;5- L 0 a. "' '7 -C "' E ~ 0 °7 -"' "' L -"1 0 (/) 4 + ~ I I") >= "i (/) LO I") D <D ;5- ~ w w "' >- ;:'.l- o> C ·c: "' "' C o> C ;;!- REF. DWG.: T-5918-S, R-5856-S o ,-----.--------.-----------------------,----,------------,-------------.------------------------------------1 ~ RE~EWED: FY 13-14 MISCELLANEOUS STREET PAVEMENT REPAIR ~ ~ NEWPORT BLVD. j 2-ANDYTN,RCE 63670 (26TH ST TO 30TH ST ) > SENIOR CIVIL ENGINEER ' ' tn 1--------.-----+-------------------------,-----------1 ~ DESIGNED: DRAWN: ~ "' 1----------1 (/) CHECKED: DATE: SHEET 6 OF _3-AT 3 05 2014 _ 60 NO. 08/01/14 ADDITIONAL 4' PAVEMENT AND SIDEWALK IMPROVEMENTS DATE DESCRIPTION OF REVISIONS APPROVED FTT FTT ._ _____________________________________________________________________________________________ .._ ____ .._ _____________________________________ __. _______________ .._ _______________________ ..... ________ .... R-6035-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5343 THAN TRAN FRANK CONSTRUCTION NOTES RECORD DRAWINGS ----- ------ -- --' ------ ---------- (REC. W ------- G) PROTECT IN PLACE @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT 0 CONSTRUCT 2-IN ASPHALT PAVEMENT OVERLAY @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L @ REPLACE EXISTING TRAFFIC LOOPS AS SHOWN PER CALTRANS STD. PLAN ES-5A. ES-5B {3'X6' TYPE D, TYPE E, MODIFIED TYPE E). INSTALL LOOPS AS CLOSE AS POSSIBLE TO LIMIT LINE UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED AFTER AC CAP PAVING, AND EXACT LOCATION APPROVED BY THE ENGINEER. 1-,6'7f-""7'-w C::.,;.L.,L-7 '/(.,.C.7 i ,,......,--w---w---w---w j / • /I/ .,L-r',,~S&<>~~...;; 4 ;5-·. -----'-.-L-.SS "'""· '---. ~'-,.£,:s······ .. ·•···~·!·· . .,. .. · .. •······~•. -r--/...+[S~·~~'7':,s-;::s:.,6.L ./(.·. ss ---------- ss ss ss z 6 ~ "" t;; (.) } . • ~ . ---C , 1 ,r'-',; /1 • H ~"W.h-c-"'+'-,-V(-c-"',-",,-",c-Wc.,L-7""7";W ·7i-;~ • /1/··· .·• w l w w "' • ··/£.] .• RIDGE PARK RD. NEWPORT COAST DR. 42 --------- 31 35 36 34 -'=--=-=-=-=---=---..:::.:::_BB_'=-=-=-=-=------:_-_---.J I RIDGE PARK RD. STRIPING PLAN 0 w - 3 14 CASE ''H'' w ---00 ------ 33 36 - ✓r • ~ALE: 1" = 20' 20 40 Q__ ~ 60 ~ "" Rw----~-___ -RW-----RW----- ~ <IJ ----SD ---SD ----1 1---so---SD ---SS ----SS ---SS ---w----i w w ---W w w ----------------- - @ REMOVE AND REPLACE WITH NEW WATER VALVE BOX AND COVER TO GRADE PER IRWD STD-DWG-W-22 @ ADJUST MANHOLE FRAME AND COVER TO GRADE PER IRWD STD-DWG-S-1 @ REMOVE AND REPLACE WITH NEW MONUMENT BOX AND COVER TO GRADE PER OCPWD STD. PLAN 1405 ® INSTALL 4" DASHED WHITE LINE PER CALTRANS STD A20A, DETAIL 9 @ INSTALL PAVEMENT MARKING TYPE IV (L) ARROW PER CALTRANS STD A24A @ INSTALL 12" WHITE LIMIT LINE AT 5 FT BACK OF HI-VISIBILITY CROSSWALK PER CALTRANS STD A24E @ INSTALL 6" WHITE BIKE LANE INTERSECTION LINE STRIPING PER CALTRANS STD A24D, DETAIL 39A @ INSTALL 4" SOLID WHITE STRIPING PER CALTRANS STD A20A, 50 FT LONG @ INSTALL 8" SOLID WHITE LINE PER CAL TIRANS STD A20D, DETAIL 38A @ INSTALL MEDIAN ISLAND STRIPING PER CAL TIRANS STD A20B, DETAIL 28 @ REPLACE 12" YELLOW DIAGONAL LINE AT 45", SPACE 5 FT APART, HI-VISIBILITY CROSSWALK PER CAL TRANS STD A24F STRIPING GENERAL NOTES 1. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 2. STIRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, 2010 EDITION. 3. TEMPORARY TIRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 4. FINAL STIRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM OF 0.90 MM. ALL LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 5. REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 6. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CNB STD-902-L. 7. PRIOR TO INSTALLATION OF FINAL STRIPING, "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 8. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS OTHERWISE NOTED. REMOVE ALL CONFLICTING STRIPING BY SANDBLASTING. REMOVE ALL RPM'S. LEGEND t/ /;"j 2" PAVEMENT GRIND & OVERLAY 0 TRAFFIC SIGNAL TYPE E LOOP 0 TRAFFIC SIGNAL MODIFIED TYPE E LOOP □ TRAFFIC SIGNAL 3'X6' TYPE D BIKE LOOP ROUND CORNERS OF ACUTE ANGLE SAWCUTS TO PREVENT DAMAGE TO CONDUCTORS o> ~ 'O f-' ...J :::J [Il (/) <( I (/) LO "' D <O ;5- L 0 a. "' '7 -C "' E ~ 0 °7 42 - --i • f L 27"-~_,__--30" ------15" J 3' X 6' TYPED BIKE LOOP DETAIL N.T.S. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable. City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans cs o result. -"' "' L -"1 0 (/) 4 sf" ~ I "' >= "i (/) LO "' D <O ;5- ~ w w "' >- ;:'.l- o> C ·c: "' "' C o> C ;;!- REF. DWG.: R-5859-S Cl ,----.--------,----------------------,------,----------.-------------,--------------------------------1 ~ REVIEWED: FY 13-14 MISCELLANEOUS STREET PAVEMENT REPAIR ~ "' ~ NEWPORT COAST DR.@ RIDGE PARK RD. i SENIOR CIVIL ENGINEER o.. 1------..-----+-----------------------.----------1 / ~ "' 1----------1 (/) CHECKED: DATE: SHEET 7 OF _3-AT 3 05 2014 _ 08/04/14 ADDITIONAL CONCRETE SIDEWALK NO. DATE DESCRIPTION OF REVISIONS APPROVED DESIGNED: DRAWN: FTT FTT ._ ______________________________________________________________________________________ .._ _______________________ ...., _________________________________________________________ _ SAN J O A Q U I N H I L L S R D . J A M B O R E E R D . R-6035-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5343 THAN TRAN FRANK FREE RIGHT @ JAMBOREE ROAD SAN JOAQUIN HILLS ROAD CONSTRUCTION NOTESCONSTRUCTION NOTES sL P/L TYPICAL SECTION A - A N.T.S. P/L FREE RIGHT @ JAMBOREE ROAD SAN JOAQUIN HILLS ROAD RECORD DRAWINGS 10+80.00 ' ----BEG CONST. ---------------11-1-00 - / --' • \ LECR "-· " " " ~ " " " " ~ "' " -------- " ~ "-" - 0 " 12+00 8 15' OF ROOT BARRIER 0 SL P/L 1 C&G TYP) 0 0 .,-; r--- ct - S/L @ CF ;e "' f-0 0 a:: "' w "' --- A 8 8 8 8 1 SL 14+00 15+00 .. • • .. • • 0 0 0 0 a:: A w a:: a:: < "' f-0 0 ~--- 0 0 "' a:: 1'-·~ -;l: 0 z -w SCALE: 1'' = 20' 0 20 40 60 39'---+-----------------~: r t--------------22'-------------1 I r1 /1 I__,. I I I I I I I I I I I I G) PROTECT IN PLACE @ REMOVE EXIST. AND CONSTRUCT PCC CURB ACCESS RAMP PER CNB STD-181-L-A-D, CASE PER PLAN 0 COMPLETE 2-IN COLDMILLING EXISTING AC PAVEMENT ® PRUNE TREE ROOT AND INSTALL ROOT BARRIER ® CONSTRUCT 2-IN ASPHALT PAVEMENT OVERLAY @ REMOVE EXIST. AND CONSTRUCT 4-IN THICK PCC SIDEWALK PER CNB STD-180-L LEGEND 6><•:<• j PAVEMENT GRIND & OVERLAY -- / --------------------- / / / / / / // / CASE "D" 3 14 --7 / / / / / / / / ./ / These Record Drawings have been prepared based on information submitted, in port, by others. 'Mlile this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated lnto these plans as a result. o> ~ "O f-' ...J :::J [Il (/) <( I (/) LO "' 0 <O ;5- L 0 a. Q) 0:: I -C Q) E ~ 0 "i -Q) Q) L -"1 0 .!!! ~ <I" -I "' >= "--1 (/) LO "' 0 <O 0:: / (/) f-w w go: (/) / o> C ·;:: Q) Q) .!: o> C ~ 0 .-----r------.----------------------,-----.--------------.-------------.----------------------------------1 ~ R™~: ~ FY 13-14 MISCELLANEOUS STREET PAVEMENT REPAIR ,; Q) ~ i SENIOR CIVIL ENGINEER o_ 1-------r------+-----------------------.---------------1 / DESIGNED: DRAWN: ~ FTT FTT Q) 1----------1 CJ) ._ ______________________________________________________________________________ ...... _No_._,_ __ D_ATE __ .._DE_s_c_R1_P_T1_0N_o_F_R_E_v1_s1_0N_s ___________ _._A_P_P_Ro_VE_D.,_ ________ ..._c_H_Ec_K_E_D:_""AT'-'-D-A_TE;;.3:.,;0;.;;;5._2;;;0;.;.1-'-4,.._ _____________________ .,__s_HE_E_T_8 __ o_F __ _.~ R-6035-S 9 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-5343 THAN TRAN FRANK (2" ARHM / 2.5" CONVENTIONAL AC)(2" ARHM / 4" BASE COURSE AC) CL CITY OF NEWPORT BEACHCITY OF COSTA MESA R/W TYPICAL STREET SECTION 15TH STREET 4.5" EXISTING ASPHALT SECTION 15TH STREET MISC. PAVEMENT REPAIRS WESTMINSTER AVE.BOLSA AVE. REDLANDS AVE.OLD NEWPORT BLVD N.T.S. CONSTRUCTION NOTESCONSTRUCTION NOTES [ SEE BELOW ] 15TH ST R/W 15TH ST 15TH ST 15TH ST RECORD DRAWINGS ~:,. I 'i I I ~ )\ \ ")\ 'J '\ \'lb<· I I t ' ~ \ \ ' I o~t,. (/) I \ ®c, ---w-----w-----w-- N 2+ _____._ 210 E 15TH ST 0 5 \ ) ').. \ I \ -----------;:-~-.., _..::::> ----p...-;;::::;;~-- --- -"""=--------~---~----:;;;--""\',....., ) '----''--' ----0 -------- I z I I I I Cf .: I 218 E 15TH ST -----r 1 ---~-V----T-----T--__ __:J,.._ -----~~V~----CATV-t-l /7 x-CATV-----CATV----. ' \I _y -X--1("----'-=.-X--X---. ~ I '--_ I_ l'--_) ' II I .-,,.""'------- ----1--l 1------7 i1 I 1 -u,----T --5(.+_ -+-C TV - --'-'+- I I I I I I I L_ r -l I I I i1 I I (kl J I I (.'.) [ ) x\ l X(x) I I r I 1~ I I I ,I I These Record Dr(lwfngs have been prepared based on information submitted, ln port, by others. Whlle this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans cs a result. --X X • ·o N r-----J :l:'---:x--x::..:l CD PROTECT IN PLACE ® REMOVE EXIST. PAVEMENT, SUBGRADE AND RECONSTRUCT 2'' ARHM OVERLAY OVER 4" AC BASE COUSE @ REPLACE 12" YELLOW DIAGONAL LINE AT 45", SPACE 5 FT APART, Hl-~SIBILITY CROSSWALK PER CALTRANS STD A24F @ REPLACE 4" DASHED YELLOW LINE PER CALTRANS STD A20A, DETAIL 1 - -=t CA tv - - - - -t; ' I i I 240 E 11~TH ST I I I I _1,1 I X ----s.: 0 I I I I I I I 244 E 15TH s I I I I I I I I _ l -1 I ,__------------------60'------------------__, ,__---------30'---------~---------30'--------- 18' -----------12'---1 3.5' t---7'-----< LEGEND t ./7 / I 2" ARHM / 4• BASE COURSE AC o> ~ "O f-' ...J :::J [Il (/) <( I (/) LO "' D <O ;5- L 0 a. "' '7 -C "' E ~ 0 °7 -"' "' L -"1 0 (/) 4 -.j-~ I "' >= "i (/) LO "' D <O ;5- ~ w w "' >- ;:'.l- o> C ·c: "' "' C o> C ;;!- Cl ,----,-------.--------------------,-----,--------.....----------..------------------------------1 ~ RE~EWED: FY 13-14 MISCELLANEOUS STREET PAVEMENT REPAIR ~ "' ~ ~ 2-ANDYTAN,RCE 63670 i'Ij SENIOR CIVIL ENGINEER o._ 1-------,-----+--------------------.....----------1 / ~ "' 1---------1 (/) CHECKED: DATE: SHEET 9 OF _3-AT 3 05 2014 _ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SCALE: 1" = 20' 0 20 40 I 08/04/14 ADDmONAL AC PAVING 60 NO. DATE DESCRIPTION OF REVISIONS APPROVED DESIGNED: DRAWN: FTT FTT