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Home My WebLink AboutR_6026_SCITY OF COST A t.tESA JOHN WAYNE > AIRPORT -.J PUBLIC WORKS DEPARTMENT C=:> PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE 8 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 l>():3 FIRE HYDRANT BLK BLOCK CATV CABLE TV • WATER METER Cl CAST IRON IIJ STREET LIGHT PULL BOX 't. CENTERLINE CNB CITY OF NEWf>ORT BEACH llll TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR x>-o STREET LIGHT C&G CURB AND GUTTER LEGEND WM L////1 ,, ; + I ' j PAVEt.lENT GRIND & OVERLAY AND LEVEWNG COURSE NEW PA VEt.lENT SECTION PAVEt.lENT GRIND & OVERLAY I 15TH STREET REHABILITATION OLD NEWPORT BLVD. TO REDLANDS AVE. C-5077 APPROVED: __________________ _ DATE: _____ _ DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 ;{ I /] APPROVED:~ c., d ~AJ DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961 DATE: I E EAST /ELECTRIC 0 WATER VALVE EC END CURVE SHEET 3 SHEET 3 I I SHEET 4 I I SHEET 4 E-GUY WIRE ... SURVEY MONUMENT p SIGN ~ VAULT VENT e TREE Ill IRRIGATION CONTROL VALVE Dlll CABLE TV PULL BOX 0 CORING LOCATION (t) ELECTRICAL t.tANHOLE ID ELECTRICAL PULL BOX ~«««ad BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION --~---CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEl/lSION LINE --SP--SPRINKLER SYSTEt.l -x-x-x-FENCE BLOCKWALL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX t.tJ t.tlN NG N NTS NO 0G PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ STL T w W/ END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE t.lAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXlt.lUM t.lECHANICAL JOINT t.tlNlt.lUM NATURAL GROUND NORTH NOT TO SCALE NUt.lBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER t.lANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER • I I __ _J lLJ __ ---- ~ '""-•,, ' J- ~ --, I I ; I I - I I i . I - I I EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY NIGHT (800 611-1911 800 332-1321 r 1, WITH CITY OF NEWPORT BEACH UTILITIES DEPARTt.lENT ORANGE COUNTY SANITATION DISlRICT (800! 624-8153 949 644-3011 (949) 644-3717 TIME WARNE;R CABLE COX COMMUNICATIONS 714l 962-2411 714 542-6222 714 542-6222 THE BASIS OF BEARINGS FOR THIS PLAN ARE BETWEEN OCS GPS N0.6263 AND OCS GPS NO. 6262 BEING NORTH 49-22-04 WEST PER RECORDS ON FILE IN THE COUNTY SURVEYORS OFFICE. FD. 3-3/4" OCS ALUt.llNUM BENCHMARK DISK STAMPED "CM-26-77", SET IN THE TOP OF A 4" BY 4" CONCREfE POST. MONUMENT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND 15TH STREET, 28 FEET SOUTHERLY OF THE CENTERLINE OF SANTA ANA AVENUE AND 42 FEET WESTERLY OF THE CENTERLINE OF 15TH STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK. (NAVO 88 ELEV=95.597) PREPARED BY: I I I I LOCATION MAP II llill TERRY e✓ NOT TO SCALE URBAN RESOURCE CONSULTING CIVIL ENGINEERS 23 MAUCH LY, SUITE HO IRVINL CA 92618 PHONE, 949,727,9095 FAX: 949-727-9098 R.C.E. No. 68466 DATE I - I - I I I APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: 0,/ sf I '2-, SHEET 5 APPROVAL RECOt.lMENDED: RCE 46214 ENGINEER DATE: "-5-rz .. 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 PROl/lSIONS, OR IN THIS CONTRAcrs SPECIAL PROl/lSIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION .. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR 1/lCE-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. CONSTRUCTION NOTES NO. DESCRIPTION 10 CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND PROVIDE 2" ARHM OVERLAY PAVING PLUS LEVELLING COURSE TO MEET EXISTING FINISHED SURFACE ELEVATIONS PER PLAN 11 CONTRACTOR TO REMOVE EXISTING AC, AB, AND NATIVE SOIL AS REQUIRED AND CONSTRUCT 2" ARHM OVER 6" AC OVER 95% COMPACTED NATIVE PER PROPOSED FINISHED SURFACE ELEVATIONS PER PLAN. USE OF 10 TON ROLLER REQUIRED BY THE CITY FOR THIS OPERATION 12 CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND PROl/lDE A 2" ARHM OVERLAY PAVING TO MEET PROPOSED OR EXISTING FINISHED SURFACE ELEVATIONS PER PLAN 13 REMOVE AND RECONSTRUCT SIDEWALK PER CITY OF NB STD-180-L, CONTRACTOR TO IDENTIFY LIMITS OF REMOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER 14 REMOVE AND RECONSTRUCT CURB & GUTTER PER CITY OF NB STD-182-L, CONTRACTOR TO IDENTIFY LIMITS OF REt.lOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER 15 REMOVE AND RECONSTRUCT ALLEY APPROACH PER CITY OF NB STD-142-L, TYPE A 15A REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CITY OF COSTA MESA STD DWG NO 514 AND 811 16 REMOVE AND RECONSTRUCT DRIVEWAY PER CITY OF NB STD-162-L 17 REt.lOVE AND RECONSTRUCT CROSS GUTTER APRON PER CITY OF NB STD-185-L 18 REMOVE AND RECONSTRUCT CURB ACCESS RAMP PER CITY OF NB STD-181-L AND PER DETAIL ON SHEET 2 19 REMOVE AND RECONSTRUCT SCHOOL ENTRY PER DETAIL ON SHEET 2 20 REMOVE SIDEWALK AND CONSTRUCT CURB ACCESS RAMP PER CITY OF NB STD-181-L AND PER DETAIL ON SHEET 2 21 REMOVE RAMP AND CONSTRUCT SIDEWALK PER CITY OF NB STD-180-L, RAISE EXISTING t.lANHOLE TO GRADE 22 ROOT PRUNE EXISTING TREE AND INSTALL ROOT BARRIER 25 CONSTRUCT t.lEDIAN PER DETAIL ON SHEET 2 26 CO'ISTRUCT SIDEWALK PER CITY OF NB STD-180-L 27 PROTECT EXISTING UTILITY, RAISE TO GRADE AS REQUIRED 40 INSTALL THERMOPLASTIC DOUBLE 4" SOLID YELLOW NO PASSING ZONE LINE PER CAL TRANS STANDARD PLAN A20A, DETAIL 21 41 INSTALL THERMOPLASTIC 4" DASHED YELLOW CENTERLINE PER CALTRANS STANDARD PLAN A20A, DETAIL 1 42 INSTALL THERMOPLASTIC 4" SOLID YELLOW MEDIAN ISLAND PER CALTRANS STANDARD PLAN A20B, DETAIL 28 43 INSTALL THERt.lOPLASTIC WHITE "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A240 44 INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE PER CAL TRANS STANDARD A24E 45 INSTALL THERMOPLASTIC 12" YELLOW SCHOOL CROSSWALK WITH DIAGONAL PAVEMENT MARKING (6' ON-CENTER PARALLEL) 46 PAINT RED CURB 47 INSTALL ROAD SIGN R4-7C ABOVE TYPE K (HORIZONTAL WITH 3 REFLECTORS) ON 42" HEIGHT POLE 48 INSTALL THERMOPLASTIC 4" SOLID WHITE EDGELINE PER CALTRANS STANDARD A20B, DETAIL 278 49 INSTALL THERMOPLASTIC WHITE "STOP AHEAD" PAVEMENT MARKING PER CAL TRANS STANDARD PLAN A240 50 INSTALL ROAD SIGN R6-1 ABOVE TYPE K (HORIZONTAL WITH 3 REFLECTORS) i---t------------------------------------1"' ~ i---t-------------------------------------1 0 I t--t-----------------------------------1~ I ::, t--t-----------------------------------1~~ t--t-----------------------------------1~ :;:, 1--'-----------------------------------l~N SHEET INDEX t-0 ZN ~o 1-------------------------------------I~"' 0 >, 1 TITLE SHEET 2 DETAIL SHEET 3-5 STREET IMPROVEMENT PLAN 6-8 STREET STRIPING PLAN REVIEWED: STREET IMPROVEMENT PLANS E. 15TH STREET REHAB C-5077 0: 0 o.::O ~I ~f!! "'< .co "' .:>b ··-' 0.0. ~ .. d~ I!: ... ii. § PATRICK ARCINIEG CE 70740 OLD NEWPORT BLVD. TO REDLANDS AVE. o 3 t-;::;:~SE=::=Nl~OR_CI_Vlr.L~~N~E_ER_-f---------------------,-------~•~~cu DESIGNED: JR DRAWN: JT A CITY OF NEWPORT BEACH R-6026-S ~ u CHECKED: DA TE: ~ JR 5 11 2012 PUBLIC WORKS DEPARTMENT SHEET 1 OF 8 c: CITY OF COST A MESA PACIFIC C:) PROJECT LOCATION JOHN WAYNE .> AIRPORT ';J PUBLIC WORKS DEPARTMENT 15TH STREET REHABILITATION OLD NEWPORT BLVD. TO REDLANDS AVE. VICINITY MAP C-5077 NOT TO SCALE APPROVED: ____________ ~------ DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 DATE: _____ _ SYMBOL ABBREVIATIONS LEGEND (IN ADDITION TO GREENBOOK SECTION 1-3.2) APPROVED: __________________ _ DATE: ------ -0-POWER POLE @ SEWER CLEANOUT IS) SEWER MANHOLE @ STORM DRAIN MANHOLE l>O:I FIRE HYDRANT .. WATER METER IIIJ STREET LIGHT PULL BOX llll TRAFFIC SIGNAL PULL BOX ~ STREET LIGHT 0 WATER VALVE ~ GUY WIRE A SURVEY MONUMENT p SIGN ~ VAULT VENT e TREE Ill IRRIGATION CONTROL VALVE 11!!1 CABLE TV PULL BOX 0 CORING LOCATION ~ ELECTRICAL MANHOLE ID ELECTRICAL PULL BOX ~///.//.//~ BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION --~---CENlERLINE ----S----SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--ELECTRICAL LINE --T TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE. BLOOKWALL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AB ARV ACP AC BC BCR BVC BLK CATV Cl i CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO 0G PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ STL T w W/ AGGREGATE BASE AIR RELIEF VALVE ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING Wo8l IZ/7 /I PAVEMENT GRIND & OVERLAY AND LEVEWNG COURSE NEW PAVEMENT SECTION I+±+±+., l PAVEMENT GRIND & OVERLAY SHEET 3 I I SHEET 3 DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961 I I SHEET 4 I I SHEET 4 I I SHEET 5 FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE ! I , I I I I I I I __ _J lli__ ---=-~L_= ~·-=_J ! I . : ~ I l -~r~i ==--;; j~I j I r -:"'. '~: PJ ~-IJ, a~ ,; '; ,-'1 !.c '' ::~.c I .'! , jl ~?:~., i:l! ; J L! i J; -,, 1,' J } j /-~·. 'rJf < ,,~,J ~ / \~ i-J ·\u ' tu r~j~,lilf;";1;~·,i1L GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT \l· L7I ]./ n'rl'f\F1T" ' ,-_J~ t1! ,r---:;7J L~J-yjrLi/ ,1 . \-, l1i·J-11 j ::1,: ·IL,.',.'.,. ;} .. '-i,' '·1t1l '""''. -·~''i:la"_a1.~·"=-'''~1:\=;-=, ='=·.C..aaa···=-,;;;;Ji::i:::::=~,~··"'=i!'S~'!·~II!~•·~· .J.d-'-'~:.±a~:a_ .• -,n--ac-=-~,:l'i ..... ~lii-_='! ___ 7 _·_· -----~--~----,,,'+-·~(-,;;•·i~:;;; -rr-,1:-r=_-.=:: .,,:;j:::;···1~.,:=iJ .. _. ; _1 j~ ~: '" ."1~'.D , •• ;;;.1:;;;, .;;;;;;; .. J~:;_JiiU'[~.J:....--MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER I I I I EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY WITH CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT (800l 624-8153 (800 611-1911 800 332-1321 949 644-3011 714l 962-2411 714 542-6222 714 542-6222 (949) 644-3717 TIME WARNER CABLE COX COMMUNICATIONS THE BASIS OF BEARINGS FOR THIS PLAN ARE BETWEEN OCS GPS N0.6263 AND OCS GPS NO. 6262 BEING NORTH 49-22-04 WEST PER RECORDS ON FILE IN THE COUNTY SURVEYORS OIFFlCE. FD. 3-3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "CM-26-77", SET IN THE TOP OF A 4" BY ·4" CONCRETE POST. MONUMENT IS LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND 15TH SlREET, 28 FEET SOUTHERLY OF THE CENTERLINE OF SANTA ANA AVENUE AND ◄2 FEET WESTERL y OF THE CENTERLINE OF 15TH SlREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK. (NAVO 88 ELEV=95.597) PREPARED BY: I I I I I I LOCATION MAP a .. NOT TO SCALE URBAN RESOURCE CONSUi TlNG CIVIL ENGINEERS 23 MAUCHLY, SUITE 110 IRVINE, CA 926l8 PHONE: 949-727-9095 FAX: 949·727·9098 ~-e 1-1[-(:3 f~ R.C.E. No. 68466 DATE 1 I I RECORD DRAWINGS THESE RECORD DRA'MNGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. APPROVAL RECOMMENDED: MARK HARMON MUNICIPAL OPERATIONS DEPARTMENT DIRECTOR DATE: ------- APPROVAL RECOMMENDED: MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DATE: ______ _ GENERAL NOTES 1. ALL WORK DETAlLED 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 CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACiS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION .. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES NO. DESCRIPTION 10 CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND CONSTRUCT 2" ARHM OVERLAY PAVING PLUS LEVELLING COURSE TO MEET EXISTING FINISHED SURFACE ELEVATIONS PER PLAN 11 CONTRACTOR TO REMOVE EXISTING AC, AB, AND NATIVE SOIL AS REQUIRED AND CONSTRUCT 2" ARHM OVER 6° AC OVER 95% COIMPACTED NATIVE PER PROPOSED FINISHED SURFACE ELEVATIONS PER PLAN. USE OF 10 TON ROLLER REQUIRED BY THE CITY FOR THIS OPERATION 12 CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND CONSTRUCT 2" ARHM OVERLAY PAVING TO MEET PROPOSED OR EXISTING FINISHED SURFACE ELEVATIONS PER PLAN 13 REMOVE AND RECONSTRUCT SIDEWALK PER CITY OF NB STD-180-L, CONTRACTOR TO IDENTIFY LIMITS OF REMOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER 14 REMOVE AND RECONSTRUCT CURB & GUTTER PER CITY OF NB STD-182-L, CONTRACTOR TO IDENTIFY LIMITS OF REMOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER 15 REMOVE AND RECONSlRUCT ALLEY APPROACH PER CITY OF NB STD-142-L, TYPE A 15A REMOVE AND RECONSlRUCT DRIVEWAY APPROACH PER CITY OF COSTA MESA STD DWG NO 514 AND 811 16 REMOVE AND RECONSlRUCT DRIVEWAY PER CITY OF NB STD-162-L 17 REMOVE AND RECONSlRUCT CROSS GUTTER APRON PER CITY OF NB STD-185-L -------------------1 18 REMOVE AND RECONSlRUCT CURB ACCESS RAMP PER CITY OF NB STD-181-L AND PER DETAIL ON SHEET 2 19 REMOVE AND RECONSTRUCT SCHOOL ENlRY PER DETAIL ON SHEET 2 20 REMOVE SIDEWALK AND CONSlRUCT CURB ACCESS RAMP PER CITY OF NB STD-181-L AND PER DETAIL ON SHEET 2 21 REMOVE RAMP AND CONSlRUCT SIDEWALK PER CITY OF NB STD-180-L, RAISE EXISTING MANHOLE TO GRADE 22 ROOT PRUNE EXISTING TREE AND INSTALL ROOT BARRIER 25 CONSlRUCT MEDIAN PER DETAIL ON SHEET 2 26 CONSlRUCT SIDEWALK PER CITY OF NB STD-180-L 27 PROTECT EXISTING UTILITY, RAISE TO GRADE AS REQUIRED -------1---- 40 INSTALL THERMOPLASTIC DOUBLE 4" SOLID YELLOW NO PASSING ZONE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 21 41 INSTALL THERMOPLASTIC 4" DASHED YELLOW CENTERLINE PER CALTRANS STANDARD PLAN A20A, DETAIL 1 42 INSTALL THERMOPLASTIC 4" SOLID YELLOW MEDIAN ISLAND PER CAL lRANS STANDARD PLAN A20B, DETAIL 28 43 INSTALL THERMOPLASTIC WI-IITE "STOP" PAVEMENT MARKING PER CALlRANS STANDARD PLAN A24D 44 45 INSTALL THERMOPLASTIC 12" WI-IITE LIMIT LINE PER CALTRANS STANDARD A24E _________________ ___, INSTALL THERMOPLASTIC 12" YELLOW SCHOOL CROSSWALK WITH DIAGONAL PAVEMENT MARKING (6' ON-CENTER PARALLEL) 46 PAINT RED CURB 47 INSTALL ROAD SIGN R4-7C ABOVE TYPE K (HORIZONTAL WITH 3 REFLECTORS) ON 42" HEIGHT POLE 48 (NOT USED) 49 50 INSTALL THERMOPLASTIC WI-IITE "STOP AHEAD" PAVEMENT MARKING PER CALlRANS STANDARD PLAN A24D ----~------- INST ALL ROAD SIGN R6-1 ABOVE TYPE K (HORIZONTAL WITH 3 REFLECTORS) 1 TITLE SHEET 2 DETAIL SHEET 3-5 SlREET IMPROVEMENT PLAN 6-8 SlREET SlRIPING PLAN REVIEWED: PA lRICK ARCINIEGA, RCE 707 40 SENIOR aVIL ENGINEER DESIGNED: DRAWN: JR JT A CHECKED: DA TE: JR 5 11 2012 SHEET INDEX STREET IMPROVEMENT PLANS E. 15TH STREET REHAB OLD NEWPORT BLVD. TO REDLANDS AVE. C-5077 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6026-S SHEET 1 OF 8 "' "' u-"--0 "' 0 Fl"") ~ IC) z~ ::5 < "--0 ' ' I I ~:: LINE L12 L13 CURVE C13 C14 C15 LINE TABLE LENGTH DIRECTION 1.000 N27'19'45.81"E 1.000 N50'11 '28.68"W CURVE TABLE 15TH STREET LENGTH RAOIUS DELTA 10.053 15.00 6.723 15.00 10.053 15.00 38'24'00.24" -A 25'40'45.04" ~ 38'24'00.24" ---r--------------- \ \ • RAMP EXCEEDS 8.33:ii; BCR 75.06TC BASED ON EXISTING ____- STREET SLOPE. ~ I \ 74.56FL JOIN EX I \ I I \ \ \ \ ( @ SE COAtER 16TH $ I fEEI & OLD tEWPORT BLVD ctRRMPDETAL CITY OF NEV.,,ORT BEACH SlD-181-L-B, CASE "K" SCALE 1" = 10' LINE TABLE LINE LENGTH DIRECTION CURVE "'-(_ ~/ 1---=,L1;..:,7,--+-:5"-:.80::1:::-9_.7.N4-;-;9::::'09:':::;-;'50:'=-':.1:i:9-.."W:':-1 ~ L20 8.000 N49'18'32.20"W C24 C25 C26 C27 CURVE TABLE LENGTH RADIUS 6.661 25.00 10.264 25.00 5.273 25.00 6.559 25.00 DELTA 15'15'54.26" 23'31'21.57" 12'05'04. 77" 23'31'21.57" ~ BCR I I I I 6.0' A ,~ 95.19FS ~ C28 6.661 25.00 15'15'54.27" < 95.07TC ~ 94.57FL ..._ JOIN EX § 95.05TC 94.55FL er J • • 0 0 • 95.17FS 95.13FS 94.63FS ~ 95.12FS oo 94.62FS m (.) ...J >-LL N N a, .... ..j-..,j, mo, • 7'" Q&l_ PCC ENTRY APPROACH {6" THICK P.C.C. OVER 4" C.A.B.) ;5 lSTH STREET LINE L25 L26 L27 L28 CURVE C35 C36 C37 ] LINE TABLE LENGTH DIRECTION 8.004 N49'19'18.29"W 3.979 N40"44'28.60"E 0.992 N40"47'56.03"E 8.161 N49'20'19.40"W CURVE TABLE LENGTH RADIUS 11.593 10.00 4.102 10.00 7.862 5.00 DELTA 66'25'18.56" 23'30'13.15" 90'05'29.40" \ ~ 125 ~............. YYYYYY1/YY Y 9; > , ®~tl:=...:CORN:R==~15=-TH!.!.!....:S~•~fEE=l~&~SANT=:..:.A ..:..:ANA=-=..!.!AVE..:..:..._ ClR AMF & SOfOa.. ENTRY DETAI. I , CITY OF NEV.,,ORT BEACH SlD-181-L-B, CASE •1•, CASE "J", CASE "K" SCALE 1" = 10' -------- ----- ~ io e 00c9( ------ (;) < b ..,: b ci ~ 0.50' VAR 5.0 MAX VAR 4.0 MAX PAVERS 8" CURB PER CITY OF NB SlD-182-L, TYPE "B" 0.50' C/1 (;) < b ..,: b ci TYPICAL CROSS SECTION A-A MB)l&t,i r-f'--~15~TH!.!...::S:..:.itl:E~:..:,,I ,..;A;.;.T::.!REDl.AN)S::==:=-=:::;;:;..-=A=VE.=-=--=-__ \!J ClR AMF & SOfOa.. ENTRY DETAI. CITY OF NEWPORT BEACH SlD-181-L -8, CASE "I" SCALE 1• = 10' DIAL TOLL FREE 1-800-227-2600 AT LEAST 1WO llll'IS BEFORE YOU DIG RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. N.T.S. PREPARED BY: URBAN RESOURCE CONSULTING CIVII. ENGINEERS 23 MAl,JCHLY. SUlTE HO IRVINE. CA 92618 PHONE: 949·727-9095 FAX: 949-727-9098 UNDERGROUND SERVICE ALERr OF sountERN CAUFORtAA TERRY ./AU R.C.E. No. 68466 DATE LINE L14 CURVE 0 8 0 C16 C17 C18 C19 C20 LINE L21 L24 LINE TABLE LENGTH DIRECTION 4.600 N49'14'28.52"W CURVE TABLE LENGTH RADIUS 3.261 15.00 6.570 15.00 4.012 15.00 6.559 15.00 3.272 15.00 DELTA 12'27'28.04" 25'05' 43.65" 15'19'28.24" 25'03'19.18" 12'29'52.51" 0 94.99TC 94.49FL ro 0 BCR 94.97TC 94.47FL JOIN EX I I (;) t-LL :;:; (;) ..,: : (5.6') ¥ni I I ~I I I I ~ : lSTH STREET °'U--' (.)...JUe,:+t-LLX t-Li...t-..... r-')t-,.,-...W -...... .... ,,.. ,-(0 .-CO'""-:-::<ui .j,Z ui ~ Ii) ........ (J) OJ mo,°' O>C/1 (0.1%) C20 L14 ~===---+-=,------------~ 95.12FS 95.34FS JOIN EX ~x ~ 95.29FS JOIN EX ,----- I I I 0---SE=...::COl==-_,=l:l:;::..:t'=-:15TH~'-,,;S::.,::l,:.,::fEE:::::,:,1,,,::&::.,.0RANGE~=:..:..::.A VE..:.:..._ \::!.J ClR RMP DETAI. CITY OF NEV.,,ORT BEACH SlD-181-L-B, CASE "H" SCALE 1" = 10' LINE TABLE LENGTH 8.000 8.000 DIRECTION N49'31 '36.24"W N49'28'13. 4 7"W lSTH STREET 00 <U LINE L15 L16 CURVE C21 C22 C23 b "' LINE TABLE LENGTH DIRECTION 1.000 N49'25'31.57"W ' ' : : ~ 1.000 N40'35'02.29"E CURVE TABLE LENGTH RADIUS DELTA 9.263 25.00 21'13' 48. 78" 20.870 25. 00 4 7'49' 46.55" 9.133 25.00 20'55'50.81 • 15 95.38FS JOIN EX 95.38FS JOIN EX 94.41TC I I (5.o') I I I L16 • ECR 95.29TC 94.79FL JOIN EX 94.79TC 0 CF lSTH STREET 14'__:..:NW:.:.:....CCRER=-=::..:.....:;16TH:...:..:.;:....:S::...:lc:..:AEE=l'-&=--=SANT::.-=-=.:..:.A.:...:..:ANAc:..,....:.:.A VE..:.::.._ \:;v wtEEI...CHAA AMF DETAI. CITY OF COSTA MESA SID DWG NO 416, CASE C SCALE 1• = 10' i\ • :__;-. \ ~x----x---x- X ~o '-----· V====x=== (.) LL >-(.) ~ "' .,; 0 m --------------- ® 15TH tt I fEET AT SAN BERNARDNO A VE. 6 -~-------=-"--'--'==------=---------,-,,--ClR AMF & SCH)()l. ENTRY DETAL a TY OF NEWPORT BEACH sm-181-L -B, CASE .,. STA 17+19.0 96.37TC 95.87FS 8 :5l '° 0) -,,., __ _ /-;. / <.!) // ~ I I '° I I °' 1.7% (.) 1/) >-LL ,-.. ,-.. ,-.. N ~~ L50 -(;) 1/) e-----(;) C/1 I"-LL >-l3 ~ l:j PIP fi5 0 .; .; EX VAULT .; .; men ma,, B B ~ I') -.i-.... ;1 i5 r'~ // "" C/1 ~~ ,-.. ,-.. "'0 LO "1 0) 0) J.A_ ~ -.,; ~~IB ~~I '° ..,: I mm ® ___ 15TH.::..:.:..:....:.S:..:;lf&.~l~A~T!...,SOfOa..~=~ENTR~c.!...Y __ _ IFDIAN DETAI. SCALE 1• = 10' A ~~ a, 00 ~ro A .; '° O> 0) SCALE 1" = 10' (.) 1/) >-..._ :g~ CO LO 0) 0) ~~ "'"' 00 I') I.ti LO mo, l51 J.A_ ~ STA 18+11.76 95.55TC 95.05FS LINE TABLE LINE LENGTH DIRECTION L50 36.886 N49'19'13.47"W L51 11.662 N44'13'58.41"W L52 92.752 N49'19'13.47"W CURVE TABLE CURVE j LENGTH RADIUS DELTA C50 7.854 2.50 150·00'00.oo· C51 44.397 500.00 51)5'15.07" C52 3.053 1.00 174'54'44.93" ------ -==========:::r:::;;;=::::==: C-5077 "' "' (.) -a. 0 "' 0 ..=-..: l""l ~ "' z~ 5 <C a. C, APPROVAL RECOMMENDED: STREET IMPROVEMENT PLANS ~ uJ E. 15TH STREET REHAB g ~ ~~ 1----11------1------------------l-----l1PATRICK ARaNIEGA, RCE 70740 OLD NEWPORT BLVD. TO REDLANDS AVE. o ;i: t-.--1------,-------------------+----t-:-:=SEN::-:=l::-OR-ct_VITL'::E::".N:"::Gl'::N~EE_R_-t _____________________ _,_ _______ -l~o~, ~ DESIGNED: DRAWN: R 6026 S -6 °21°512013 AS-BUILTS JR JT A CITY OF NEWPORT BEACH -- PUBLIC WORKS DEPARTMENT SHEET 2 OF 8 8 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JR 5 11 2012 ( ( ( I I ) :a' I I I I \ I I 3331 E 15TH ST I I I I I I I I I ~~t i : ~ --~ I k----~,---------------i !: / ' I i 'I == L ------, 1.~_,.,,,,_ I Ii i •••• -------7 t;: --1 ~\. JJ I_________ 11 '-->Nlt::::r----'::,J QF ------~ )I I ~-----LI<----i'J : '-'------7 [ ~ -1 : I 206 E 15TH ST \ <, 210 E 15TH ST 1Lx 218 E 15TH I ~-!J ~~ 222 E 15TH;S~ ,...,....., 226 E 15TH ST 11 r-~,o """'L --4"• I : '" < ,srn S. J, ""' ,srn s, /:i I '-----..,-l""~ !5! 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I 3211 E 15TH ST I I '-~ "I l ~--~ I I ITY OF NEWPORT __ JH L~~ ;,,: '11 I I __ , I L,__~_.c_c__.c.c.c=-'-'-'-~~ 1 1 1 I I CONSTRUCTION NOTES @--CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND CONSTRUCT 2" ARHM OVERLAY PAVING PLUS LEVELLING COURSE TO MEET EXISTING FINISHED SURFACE ELEVATIONS PER PLAN @-CONTRACTOR TO REMOVE EXISTING AC, AB, AND NATIVE SOIL AS REQUIRED AND CONSTRUCT 2" ARHM OVER 6" AC OVER 95% COMPACTED NATIVE PER PROPOSED FlNISHED SURFACE ELEVAilONS PER PLAN, USE OF 10 TON ROLLER REQUIRED BY THE CITY FOR THIS OPERATION @-CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND CONSTRUCT A 2• ARHM OVERLAY PAVING TO MEET PROPOSED OR EXISTING FINISHED SURFACE ELEVATIONS PER PLAN @-REMOVE AND RECONSTRUCT SIDEWALK PER CITY OF NB STD-180-L, CONTRACTOR TO IDENTIFY LIMITS OF REMOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER @---REMOVE AND RECONSTRUCT CURB & GUTTER PER CITY OF NB STD-182-L, CONTRACTOR TO IDENTIFY LIMITS OF REMOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER @}-REMOVE AND RECONSTRUCT ALLEY APPROACH PER CITY OF NB STD-142-L, TYPE A @-=-REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CITY OF COSTA MESA SlD DWG NO 514 AND 811 @-REMOVE AND RECONSTRUCT DRIVEWAY PER CITY OF NB SlD-162-L @-:-REMOVE AND RECONSTRUCT CROSS GUTTER APRON PER CITY OF NB STD-185-L @-REMOVE AND RECONSTRUCT CURB ACCESS RAMP PER CITY OF NB SlD-181-L AND PER DETAIL ON SHEET 2 @=-REMOVE AND RECONSTRUCT SCHOOL ENTRY PER DETAIL ON SHEET 2 @-REMOVE SIDEWALK AND CONSTRUCT CURB ACCESS RAMP PER CITY OF NB ST0-181-L ANO PER DETAIL ON SHEET 2 @--REMOVE RAMP AND CONSTRUCT SIDEWALK PER CITY OF NB SlD-180-L, RAISE EXISTING MANHOLE TO GRADE @-ROOT PRUNE EXISTING TREE AND INSTALL ROOT BARRIER @=-CONSTRUCT MEDIAN PER DETAIL ON SHEET 2 @-CONSTRUCT SIDEWALK PER CITY OF NB SlD-180-L @-=-PROTECT EXISTING UTILITY, RAISE TO GRADE AS REQUIRED LEGEN> ------EXISTING RIGHT-OF-WAY EXISTING LOT LINE EXISTING CENTERLINE EXISTING CURB EXISTING DOMESTIC WATER EXISTING SEWER EXISTING STORM DRAIN EXISTING CA TV EXISTING ELECTRICAL EXISTING GAS EXISTING TELEPHONE COLD PLANE/ GRIND AND OVERLAY PLUS LEVELUNG COURSE PER CONSTRUCTION NOTE 10 NEW PAVEMENT SECTION PER CONSTRUCTION NOTE 11 COLD PLANE/GRIND AND OVERLAY PER CONSTRUCTION NOTE 12 GRAPHC SCALE 20 6 10 I 20 I ""FEETJ 1 ftllh • II() feet 40 I C-5077 PREP AREO BY: STREET IMPROVEMENT PLANS ~ APPROVAL RECOMMENDED: RECORD DRAWINGS II URBAN RESOURCE CONSULTING CIVIL ENGINEERS 23 MAUCHLY, SUITE no lRVlNE. CA 92618 PHONE, 949-727-9095 w E. 15TH STREET REHAB g: OW. TOLL FREE 1-800-227-2600 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT, _.. FAX: 949~727~9098 ~ ~ t---1----+---------------~>-----IPATRICK ARCINIEGA, RCE 70740 OLD NEWPORT BLVD, TO REDLANDS AVE. ts~ SENIOR CIVIL ENGINEER w AT LEAST lWO DAl'S BEFORE YOU DIG UNDEROR0UND SfJMCE ALERt OF S0UlHERN CH.FORN1A TERRY P, .C.E. No, 68466 DATE t'A--i---~-t--------------+--~~;:;:----r~~--t------------------,.-------l~z & 021o512013 AS-BUILTS DESIGNED: JR DRA\\N: JT A CITY OF NEWPORT BEACH R-6026-S ~ ~ ~ PUBLIC WORKS DEPARTMENT SHEET 3 OF 8 u NO, DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JR 5 11 2012 I I ,.. , ,,,, I I I I I I I I I 546 CATALINA DR DIAL TOU fREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SEIMCE M.£Rf OF SOl1JHERN CAlFORNIA. Ii X I I t ~ ,L 15TH ST 1l 254 E 15TH ST 11 X RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. ~LE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESIPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ' I I s 11 I 11 I i I I I ~ t: I ~ ::I! I I :::; ' I b JU t I I I s I < u I I I I I z I I I I < 10 I I I I ~ .• ~ I I ,,.; z O> I < l:'ll DETAIL 3< i ---1-----., t PREPARED BY: II .. TERRY P. µ : 1 TY OF CC ST A D / JOIN EXIST! / 5.50' I y I I /4----?-..::::_:_.: ---,:.~:,N°vv . , /. ~ ~ ', ~". ~ ~ ~Clh OF " ~. ' " "·"' '- DETAIL 5 19 / ---,,., // • --,,,-::,.. :,i;' / URBAN RESOURCE CONSULTING CIV!L ENGtNEER5 23 MAUCH LY, SUITE 110 IRVINE, CA 92618 PHONE: 9-49"727-9095 FAX: 949-727-9098 .C.E. No. 68466 546 SANTA ANA AVE TAIL 5 ~ I I I \1 11 ~ I I I I I I 546 CATALI~ I I /I \ I 1 I I I -·~ --x--~~~"IT"' -x=-=""i1!..:'.'x----x--x 8 ~ O)~+t2~~~r----~ I 11 I 11 1L1 547 SAN BE I I I CONSTRUCTION NOTES @------CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND CONSTRUCT 2" ARHM OVERLAY PAVING PLUS LEVELLING COURSE TO MEET EXISTING FINISHED SURFACE ELEVATIONS PER PLAN @-CONTRACTOR TO REMOVE EXISTING AC, AB, AND NATIVE SOIL AS REQUIRED AND CONSTRUCT 2" ARHM OVER 6" AC OVER 95% COMPACTED NATIVE PER PROPOSED FINISHED SURFACE ELEVATIONS PER PLAN. USE OF 10 TON ROLLER REQUIRED BY THE CITY FOR THIS OPERATION @-CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND CONSTRUCT A 2" ARHM OVERLAY PAVING TO MEET PROPOSED OR EXISTING FINISHED SURF ACE ELEVATIONS PER PLAN @--REMOVE AND RECONSTRUCT SIDEWALK PER CITY OF NB STD-180-L, CONTRACTOR TO IDENTIFY LIMITS OF REMOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER Q9--REMOVE AND RECONSTRUCT CURB & GUTTER PER CITY OF NB STD-182-L, CONTRACTOR TO IDENTIFY LIMITS OF REMOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER @--REMOVE AND RECONSTRUCT ALLEY APPROACH PER CITY OF NB STD-142-L, TYPE A @-=-REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CITY OF COSTA MESA STD DWG NO 514 AND 811 @--REMOVE AND RECONSTRUCT DRIVEWAY PER CITY OF NB STD-162-L @=-REMOVE AND RECONSTRUCT CROSS GUTTER APRON PER CITY OF NB STD-185-L @)--REMOVE AND RECONSTRUCT CURB ACCESS RAMP PER CITY OF NB STD-181-L AND PER DETAIL ON SHEET 2 @=-REMOVE AND RECONSTRUCT SCHOOL ENTRY PER DETAIL ON SHEET 2 ~ REMOVE SIDEWALK AND CONSTRUCT CURB ACCESS RAMP PER CITY OF NB STD-181 -L AND PER DETAIL ON SHEET 2 @--REMOVE RAMP AND CONSTRUCT SIDEWALK PER CITY OF NB STD-180-L, RAISE EXISTING MANHOLE TO GRADE @-ROOT PRUNE EXISTING TREE AND INSTALL ROOT BARRIER @=-CONSTRUCT MEDIAN PER DETAIL ON SHEET 2 @-CONSTRUCT SIDEWALK PER CITY OF NB STD-180-L @-=-PROTECT EXISTING UTILITY, RAISE TO GRADE AS REQUIRED lfflfMl ---·--- EXISTING RIGHT-OF-WAY EXISTING LOT LINE EXISTING CENTERLINE EXISTING CURB EXISTING DOMESTIC WATER EXISTING SEWER EXISTING STORM DRAIN EXISTING CA TV EXISTING ELECTRICAL EXISTING GAS EXISTING TELEPHONE COLD PLANE/ GRIND AND OVERLAY PLUS LEVEWNG COURSE PER CONSTRUCTION NOTE 10 NEW PAVEMENT SECTION PER CONSTRUCTION NOTE 11 COLD PLANE/GRIND AND OVERLAY PER CONSTRUCTION NOTE 12 GRAPHC SCALE 20 0 10 20 r-..•..-i I tHFEED 1 lnah • IJO fNt 40 ! C-5077 "' "' (..) -CL 0 N 0 .,:.::r,,) ~ "' ~~ CL 0 APPROVAL RECOMMENDED: STREET IMPROVEMENT PLANS 0 E. 15TH STREET REHAB i ~ 1c ~ i--i----t-----------------1----lPATRICK ARCINIEGA. RCE 70740 OLD NEWPORT BLVD. TO REDLANDS AVE. ts ~ SENIOR CIVIL ENGINEER w rLb.'1:--r·-02_/05_/_2_~-3 ~A-s--~-1L_TS ___________ __,f---r.oc~~~~~rn~,-~-r:::DR~A~=-=-JT-At----C-ITY--O-F_N_E_W_P_O_R_T_B_E_A_C_H ____ R_-6_0_2_6_-S~~; t PUBLIC WORKS DEPARTMENT SHEET 4 OF 8 u NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: ~ 5 11 2012 I\ .\ I \ \>+ I ' . c>--~~ ":],"' <o \ \ \ \0 \ FINISH OVERLAY TO BE PLACED NO LATER THAN 15 DAYS AFTER BASE PAVING. APPLY TACK AND LEVELING COURSE TO BRING WITHIN 0.1 O' OF EXISTING GRADE. SURFACE COURSE SHALL BE TYPE Ill C3-PG64-10 A.C. 1.0' CURB/CURB & GUTTER PER PLAN VARIES 1 MIN •• ' EXISTING PAVEMENT ~~-s::~,.illl!lll·~•.iillll!..--t_""''"" .. _':":'. ...,.,.,,,..._ -._.-. ..., __ . _j<' ·./ • .:• :,. ' -., ;, . :. : ~ ... : • .. ... .. -. EXISTING AGGREGATE BASE • • ~-.• .-. • . . .~ • • • : COLD MILL EXISTING PAVEMENT 0.10' DEEP SAWCUT EXISTING PAVEMENT AND APPLY HEAVY ASPHALTIC TACK COAT ON SAWCUT FACE A.C. PAVEMENT DEPTH AND BASE DEPTH PER GEOTECH RECOMMENDATIONS ASPHALT CONCRETE PAVNG PATa-t NOT TO SCALE RECORD DRAWINGS DIAL TOLL FREE 1-800-227-2600 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. AT L£ISI 1WO !MYS BEFORE YOU DIG UNQERQR0UND SEJMCE ALERT Of SOUTHERN CH.FORtM I PREPARED BY: II ..-7' TERRY P. URBAN RESOURCE CONSULTING CIVIL ENGINEERS 23 MAUCH LY. SUJTE 110 IRVINE. CA 92618 PHONE: 949-727-9095 FAX: 949-727-9098 1 -II -1 DATE 356 E 15TH ST 24+00 CONSTRUCTION NOTES @)--CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND CONSTRUCT 2• ARHM OVERLAY PAVING PLUS LEVELLING COURSE TO MEET EXISTING FINISHED SURFACE ELEVATIONS PER PLAN @-CONTRACTOR TO REMOVE EXISTING AC, AB, AND NATIVE SOIL AS REQUIRED AND CONSTRUCT 2" ARHM OVER 6" AC OVER 95% COMPACTED NATIVE PER PROPOSED FINISHED SURFACE ELEVATIONS PER PLAN. USE OF 10 TON ROLLER REQUIRED BY THE CITY FOR THIS OPERATION @-CONTRACTOR TO COLD PLANE/GRIND EXISTING AC PAVEMENT AS REQUIRED AND CONSTRUCT A 2• ARHM OVERLAY PAVING TO MEET PROPOSED OR EXISTING FINISHED SURFACE ELEVATIONS PER PLAN @-REMOVE AND RECONSTRUCT SIDEWALK PER CITY OF NB STD-180-L, CONTRACTOR TO IDENTIFY LIMITS OF REMOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER (t9-REMOVE AND RECONSTRUCT CURB & GUTTER PER CITY OF NB STD-182-L, CONTRACTOR TO IDENTIFY LIMITS OF REMOVAL PRIOR TO CONSTRUCTION AND TO BE VERIFIED BY CITY ENGINEER @-REMOVE AND RECONSTRUCT ALLEY APPROACH PER CITY OF NB STD-142-L, TYPE A @=--REMOVE AND RECONSTRUCT DRIVEWAY APPROACH PER CITY OF COSTA MESA STD DWG NO 514 AND 811 @--REMOVE AND RECONSTRUCT DRIVEWAY PER CITY OF NB STD-162-L ®=-REMOVE AND RECONSTRUCT CROSS GUTTER APRON PER CITY OF NB STD-185-L @--REMOVE AND RECONSTRUCT CURB ACCESS RAMP PER CITY OF NB STD-181-L AND PER DETAIL ON SHEET 2 ®=-REMOVE AND RECONSTRUCT SCHOOL ENTRY PER DETAIL ON SHEET 2 @-REMOVE SIDEWALK AND CONSTRUCT CURB ACCESS RAMP PER CITY OF NB STD-181-L AND PER DETAIL ON SHEET 2 @----REMOVE RAMP AND CONSTRUCT SIDEWALK PER CITY OF NB STD-180-L, RAISE EXISTING MANHOLE TO GRADE @-ROOT PRUNE EXISTING TREE AND INSTALL ROOT BARRIER @=-CONSTRUCT MEDIAN PER DETAIL ON SHEET 2 @-CONSTRUCT SIDEWALK PER CITY OF NB STD-180-L @=-PROTECT EXISTING UTILITY, RAISE TO GRADE AS REQUIRED IJ=AAI) -·---c---- ------[ ----~ EXISTING RIGHT-OF-WAY EXISTING LOT LINE EXISTING CENTERLINE EXISTING CURB EXISTING DOMESTIC WATER EXISTING SEWER EXISTING STORM DRAIN EXISTING CA TV EXISTING ELECTRICAL EXISTING GAS EXISTING TELEPHONE COLD PLANE/ GRIND AND OVERLAY PLUS LEVELLING COURSE PER CONSTRUCTION NOTE 10 APPROVAL RECOMMENDED: NEW PAVEMENT SECTION PER CONSTRUCTION NOTE 11 COLD PLANE/GRIND AND OVERLAY PER CONSTRUCTION NOTE 12 GRAPHC SCALE 10 20 I I "'FEET) 1 Inch • I() feet 40 I C-5077 t-----'t----+------------------1----IPATRICK ARCINIEGA, RC£ 70740 SENIOR CIVIL ENGINEER STREET IMPROVEMENT PLANS E. 15TH STREET REHAB OLD NEWPORT BLVD. TO REDLANDS AVE. &_ 02/05/2013 AS-BUILTS DESIGNED: NO. DATE DESCRIPTION Of REVISIONS APPROVED CHECKED: DRAWN: JR JT A DATE: JR 5 11 2012 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ( ( ( ( ' I l r I I I DIAL TOLL FREE 1-800-227-2600 AT LEAST 1WO lll,YS BEFORE YOU DIG UNDERGROUND SER',1C£ AI.ERT Of SOU1ION C,ILF0ftNIA \ I \ \ \ \ ,- I I I I I \ "' .... - 0 0 N - 6+00 15th STREET - I I I '<' \>- "'"' \ \ \ \ _____ , ---\ ) I i.....\._.) I I I I I L 1.m ■ r 1----------, I I 1--1 1------ I l J I I. I 1\ I> Jt' I I I I X I V - RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORAl'EO INTO THESE PLANS AS A RESULT. - - I I ~- I I \ \ \ I Ii 11 PREP AREO BY: --iilll n URBAN RESOURCE CONSULTING CIVIL ENGINEERS 23 MAUCH LY. SUlTE 110 IRVINE. CA 926l8 PHONE, 949-727-9095 FAX, 949-727-9098 R.C.E. No. 68466 8+00 DATE ;><: I 1 1 . X I I __ _J I I I I I I II~ 11 \ I I I ' I ' i I I I r-x I I X I I : I I I I I I Ix~----~ \ I I I I I I I - I I I SI f£E I $I~ GfNFRAL NOTES 1. 2. 3. 4. 5. 6. SIGNING AND STRIPING SHALL CONFORM TO PART 2 SIGNS AND PART 3 MARKINGS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {MUTCD) AND MUTCD 2012 CALIFORNIA SUPPLEMENT DATED JANUARY 13, 2012, AND ANY ADDENDUM$ THERE TO OR LA TEST EDITION, THESE PLANS AND SPECIAL PROVISIONS. PAVEMENT LEGENDS SHALL MATCH THE CITY STENCILS {HAWKINS STENCILS OR EQUIVALENT) ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED AND APPLIED IN TWO COATS. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COATS. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTION SERVICES FOR INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. IF CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON THESE PLANS, THE CITY INSPECTION SERVICES SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL OF THE CITY ENGINEER. SI fEEr ~ 11 if'NG CONSTRUCTION NOTES @--INSTALL THERMOPLASTIC DOUBLE 4• SOLID YELLOW NO PASSING ZONE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 21 @>-INSTALL THERMOPLASTIC 4" DASHED YELLOW CENTERLINE PER CAL TRANS STANDARD PLAN A20A, DETAIL 1 @--INSTALL THERMOPLASTIC 4• SOLID YELLOW MEDIAN ISLAND PER CALTRANS STANDARD PLAN A20B, DETAIL 28 @-INSTALL THERMOPLASTIC WHITE "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D ®=-INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE PER CALTRANS STANDARD A24E @-INSTALL THERMOPLASTIC 12" YELLOW SCHOOL CROSSWALK WITH DIAGONAL PAVEMENT MARKING {6' ON-CENTER PARALLEL) @=:-PAINT RED CURB @-INSTALL ROAD SIGN R4-7C ABOVE TYPE K (HORIZONTAL WITH REFLECTORS) ON 42" HEIGHT POLE @=--(NOT USED) @--INSTALL THERMOPLASTIC WHITE "STOP AHEAD" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D @--INSTALL ROAD SIGN R6-1 ABOVE TYPE K (HORIZONTAL WITH REFLECTORS) 'ffiAI) ------EXISTING RIGHT-OF-WAY EXISTING LOT LINE EXISTING CENTERLINE GRAPHC SCALE 20 0 10 t--•..-i (M FEET) 1 /nah • IO fNt 40 ! C-5077 APPROVAL RECOMMENDED: STREET IMPROVEMENT PLANS 13 E. 15TH STREET REHAB g ~ iii.~ ANTONY BRINE, RCE 45521 OLD NEWPORT BLVD. TO REDLANDS AVE. <$ ~ hnt-------1,-----------------1f---t::::=Cl=TY=-TR_Am-,~C~E~N~~N_E_ER_-t--------------------------J~~o~ 4 02/05/2013 AS-BUILTS DESIGNED: DRA~: R 6026 s ~ ~ JR JT A CITY OF NEWPORT BEACH -- NO. DATE DESCRIPTION Of REVISIONS APPR0\1£D CHECKED: DATE: PUBLIC WORKS DEPARTMENT ~ JR 5 11 2012 SHEET 6 OF 8 u I I I I I I ) I I ) I I ) I I ) I I J ) I . L_/ 11 _,,,.1--- / I I I I I I .. a:-;x;;==;;;;.,,-x-·--,:=.,-;JI ~~-../ I X ) l DIAL TOLL FREE 1-800-227-2600 AT LEAST 1WO DAYS BEFORE YOU DIG UNOEAGROUNl)SE"'1CEM£l!l"OFSOUIHl;IIHCAUfl)RIIIA 11+00 -LI") 0 . 15th STREET I . L-I I I I I I I I I I I I 50.0' I ------- ~~x~~~~~--~~~~~/~x~~~~-~w--,~•--~-------- 11 I RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, OTY 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. PREPARED BY: 13+00 --------------..:c:--"' I I I I __ _ --~-----·---,_...;.;=-- ,-, ,---~ ,---r, .----I --- 10.0' A I ~" I ~-i ,, -----------------H,----,1 __ L "" c->..--•·--· /,.'-...""I---------------++ URBAN RESOURCE CONSULTING CIVIL ENGINEERS 23 MAUCH LY. SUITE no IRViNE, CA 92618 PHONE: 949-727-9095 FAX: 949-727-9098 ~ \\ 20.0· TAPER 11 II II Ii II II II II Ii II II J 14+00 "in "' ~ 0 I I I I I ! 1-x-l I I I I ---. I D I I I I -, ' • ~-x-,-~~~-~=~""'j:-_x ---x==x1 [__ I I 1 11 1 -I II I J fl I I I 11 I I i 11 I l I !I I I LI II I _ ~~ X---..-.,( l ~'"'='~·~--~· =( '>~<=~~>-<'=>~✓'-'"-It ) l'---''---'.___,........,,-.J I I I- SI HEE I ~ 11 H«3 GEN:RAL NOTES 1. 2. 3. 4. 5. 6. SIGNING AND STRIPING SHALL CONFORM TO PART 2 SIGNS AND PART 3 MARKINGS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND MUTCD 2012 CALIFORNIA SUPPLEMENT DATED JANUARY 13, 2012, AND ANY ADDENDUMS THERE TO OR LA TEST EDITION, THESE PLANS AND SPECIAL PROVISIONS. PAVEMENT LEGENDS SHALL MATCH THE CITY STENCILS (HAWKINS STENCILS OR EQUIVALENT) ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED AND APPLIED IN TWO COATS. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST ANO SECOND COATS. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTION SERVICES FOR INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. IF CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON THESE PLANS, THE CITY INSPECTION SERVICES SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL OF THE CITY ENGINEER. SI HEE I S 111 'NG <X»:ISTRUCTION NOTES @--INSTALL THERMOPLASTIC DOUBLE 4• SOLID YELLOW NO PASSING ZONE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 21 @-INSTALL THERMOPLASTIC 4" DASHED YELLOW CENTERLINE PER CAL TRANS STANDARD PLAN A20A, DETAIL 1 @--INSTALL THERMOPLASTIC 4" SOLID YELLOW MEDIAN ISLAND PER CALTRANS STANDARD PLAN A20B, DETAIL 28 @--INSTALL THERMOPLASTIC WHITE "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D @=-INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE PER CALTRANS STANDARD A24E @--INSTALL THERMOPLASTIC 12" YELLOW SCHOOL CROSSWALK WITH DIAGONAL PAVEMENT MARKING (6' ON-CENTER PARALLEL) @=-PAINT RED CURB @--INSTALL ROAD SIGN R4-7C ABOVE TYPE K (HORIZONTAL WITH REFLECTORS) ON 42" HEIGHT POLE @=-(NOT USED) @--INSTALL THERMOPLASTIC WHITE "STOP AHEAD" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D @-INSTALL ROAD SIGN R6-1 ABOVE TYPE K (HORIZONTAL WITH REFLECTORS) LEGBI> ------EXISTING RIGHT-OF-WAY EXISTING LOT LINE EXISTING CENTERLINE GRAPHC SCALE 20 __ o 10 20 40 I 1-i~~l----'I ""FEET) 1 lnall • l!O fNt C-5077 APPROVAL RECOMMENDED: STREET IMPROVEMENT PLANS ~ E. 15TH STREET REHAB g ~ ANTONY BRINE, RCE 45521 OLD NEWPORT BLVD. TO REDLANDS AVE. ~ ~ CITY TRAFFIC ENGINEER w t-.;_--t-~~-t-----------------l----1~=~~~==-i-----------------------~•~~ & 02/05/2013 AS-BUILTS DESIGNED: DRAVotl: R 602 s :::i ~ JR JT MA CITY OF NEWPORT BEACH -6-o. 0 R.C.£. No. 68466 DATE 1---..;...;_,..;......;;..--1 ~ PUBLIC WORKS DEPARTMENT SHEET 7 OF 8 u NO. DATE DESCRlPTION OF RE\IISIONS APPROVED CHECKED: DATE: JR 5 11 2012 I\ V \ ., I~ ~~-. I l ( I ~-- • ~ :~ X I i, \ '\\ • 1 -,---x--x-X"-x-xi:!-x-~x~-x--x-• -x-\ ! j '. I i I ,l--~~_; _J ~~~ ..__ /'..._ \ "" \ \ x I I •• L_______,~ xi I c1f) __ _ I '---. --/ + \ + I X ri ..... , X ell) ~ .. b-~ "1,_/~~:*::=:rr~~-i:-t\ ---',, \_*..;;;;;=;-l. -·-=-ci - - • -1-} ,_ J ~~--~ ~-I~ .J/·xc.:.:. ~\c:~::,L _ "!:-~~---· ··-··_x_-·,,,.· -~--=--r ... ---~-·-·_---_x::.J_J•_·_~_,~y,-----0'-'--(*iL.L,! ... l ._..,,~,_,..-__ ,_.,,. ~ I-l - ------- • - --~+~==::::====~==~~~~• = = = = = = = == = = = = = = --= = = = = =!: & = =--= == = = = = = = = = == == == = = = • = = = = = = ;_::l7;~".':'.:..~@-;;~~~~:::;:_: = =-• "-= =--XJ:_'.i__~-=--~ \ _! ~ ---- i I !;: ~ .- :::E I~======~, I "~ 0 \\ z -r~~ i\- 11 Q X II ~~ I -L ~ II <=> 20+00 I ' =i< ) I I xi r· Z J I < I ...... Id--f.fl ( I ----·\.....,~ 0 0 N 15th STREET __ -=.21+J!_0 _______ o .--rt<in>!>-.H--_ ~ __ 22tQ0. __ _ '°,,, I-~ '° oci --r---- ---- I l1 I 1, I ii I ~ I I !I X I 0 ci N --· -- r S I FEE 1 l:S II FING GaERAL NOTES 1. 2. 3. 4. 5. 6. SIGNING AND STRIPING SHALL CONFORM TO PART 2 SIGNS AND PART 3 MARKINGS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND MUTCD 2012 CALIFORNIA SUPPLEMENT DATED JANUARY 13, 2012, AND ANY ADDENDUMS THERE TO OR LA TEST EDITION, THESE PLANS AND SPECIAL PROVISIONS. PAVEMENT LEGENDS SHALL MATCH THE CITY STENCILS (HAWKINS STENCILS OR EQUIVALENT) ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED AND APPLIED IN TWO COATS. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COATS. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTION SERVICES FOR INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION . CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. IF CONDITIONS EXIST WHICH ARE CONTRARY TO lHOSE SHOWN ON lHESE PLANS, lHE CITY INSPECTION SERVICES SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. ALL WORK SHALL CONFORM TO THE PLANS AND SPEClflCA TIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL OF THE CITY ENGINEER. SI FEE I $ I RPNG CONSTRUCTION NOTES @--INSTALL THERMOPLASTIC DOUBLE 4" SOLID YELLOW NO PASSING ZONE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 21 @-INSTALL THERMOPLASTIC 4" DASHED YELLOW CENTERLINE PER CALTRANS STANDARD PLAN A20A, DETAIL 1 @--INSTALL THERMOPLASTIC 4• SOLID YELLOW MEDIAN ISLAND PER CALTRANS STANDARD PLAN A20B, DETAIL 28 @-INSTALL THERMOPLASTIC WHITE "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D @ INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE PER CALTRANS STANDARD A24E @-INSTALL THERMOPLASTIC 12" YELLOW SCHOOL CROSSWALK WITH DIAGONAL PAVEMENT MARKING (6' ON-CENTER PARALLEL) ®-=-PAINT RED CURB @-INSTALL ROAD SIGN R4-7C ABOVE TYPE K (HORIZONTAL WITH REFLECTORS) ON 42" HEIGHT POLE @=-(NOT USED) @--INSTALL THERMOPLASTIC WHITE "STOP AHEAD" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D @---INSTALL ROAD SIGN R6-1 ABOVE TYPE K (HORIZONTAL WITH REFLECTORS) 'fflAI) EXISTING RIGHT-OF-WAY EXISTING LOT LINE EXISTING CENTERLINE GRAPHC SCALE 20 0 10 20 I ... -I ! (ftl FEE1' f hoh • JIO feet 40 I C-5077 PREPARED BY: APPROVAL RECOMMENDED: STREET IMPROVEMENT PLANS ~ RECORD DRAWINGS a ... URBAN RESOURCE CONSUL TING CIVIL ENGINEERS 23 MAUCH LY, SUITE 110 IRVINE. CA 92618 PHONE: 949-n7-9095 FAX: 949-727-9098 ...., E. 15TH STREET REHAB g ~ il.~ ANTONY BRINE, RCE 45521 OLD NEWPORT BLVD. TO REDLANDS AVE. C:S ~ DIAL TOLL FREE 1-800-227-2600 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. l'tttlLE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS l'tttlCH MAY HA VE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. /},,/? CITY TRAFFIC ENGINEER ...., 1""-A-t--:--:---t-----------j.------j~:::=;:-:---rn::-:=:-=-+-------------,.-----l~Z Lh 021°512013 AS-BUILTS DESIGNED: JR DRAWN: JT A CITY OF NEWPORT BEACH R-6026-S ~ ti;; AT LEAST 1WO MYS IIEfORl!YOU DIG UNDEROROUND SElMCE ALERT aF SOUTHERN CALJFORtM R.C.E. No. 68466 DATE NO. DATE PUBLIC WORKS DEPARTMENT SHEET 8 OF 8 ~ DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: JR 5 11 2012