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HomeMy WebLinkAboutR_5855_SI CITY OF COSTA MESA \1CTORIA ST ,f' < 5 0 Isl "' I-0 ::,, < ' i5 !7Tif ST SYMBOL LEGEND --0-POWER POLE OCEAN Osco S.ANIIARY Sf:)J'.:R C.EANOUT (}SMH SA\!lTA.RY SEIN~R Mt-\NH;J'.,,E '-✓ '(::-_i' FIRE IIYfflANT \\t~ Q-··"'··-·-W/IJFR M[TER BOX & SERV1Ct'. [] GM • CAS METER POWER POLE ANCHOR MONUMHH -X -X • X -eENCE BLOCK WALL ~ TRff Q {J SHRUBBERY ~/////////;] BUIL01NG NEW CONSTr<UCTION __ Ci__. --CENTERLINE ---G---GAS LiNE --[--POWER UNE • ·T--Ti:LEPHON[ UNE -CTV -CABLEV!S!ON LINE -SP--SPRINKLER SYSTEM STREET LIGHT ABBREVIATIONS (IN ADOITIOti TO GcCCl"BOOK SECTION 1-3.2) AR'/ BLK SVCS B\ICE CL CLR .A.!R RDEF VALV~ BLOCK BE:G!N VERTiCAL C!JRVt STXnm~ BEGIN VERTICAL CURVE: ELEV,AJiQr,j C.A.ST if~ON CITY OF ~4EWPORT BEACH CENTrnL!NE Cl_ASS CLEAR CA rv CABLE TV E ELECTRlC (SC[) EX!S,· EXISTING FM FE FLG GB GE GV G ll'&T MILS MIN MJ NG NTS NW NO PE PROP RET RWV SCE SCH sco SHT STL SQ s STL T rv W/ w ~-ORC[ ',iAIN FLANGED EMD FLOW UNE FLANGE GR1\DE BREAK GROVED [ND GATE V/\LV[ GAS IRON P:PF AND TAG M!LUMETERS MINIMUM MECHANICAL JOINT NATURAL GROUND NOT TO SCALE NOF{THWESff.i~LY N'..JMBER PLAIN ENJ PROPOSED RETtdN:NG RESiUEMT WEDGE V1\LVE SOUTH[R0! CALIFORNIA. ED!SOM :;CHEDUlE CLEANOUT (SEWER) SHEET STEEL SQUARE SEWER STEEL TtLEPHONF. CtBLE TELEVISIOl1 V!iTH WATER SIGN 0 # BO~ING NUMBER BASIS OF BEARINGS: THE BEARINGS SHOV,N HEREON ARE BASED ON ORAN!,'£ COUNTY SURVEYOR G.P,S. POINT NO. 1528 TO G.P.S. POINT NO. 62951<1 BEING NORTH 49' 42' 06" V.'£ST. BENCH MARK: THE ELEVATIONS SHO\\tl I1EREON ARE BASED UPON THE COUNTY OF ORANGE BENCH HARK NO. 3K-29-68 EI.E\IATlON ~ 84.166 FEET. (NI\VD 88) SHADING LEGEND: (FOR PLAN & PROFli.E SHEETS ONc Y) LJ New AC PAvrnc,:r APPROV<D: D NEW PCC PA.VEMLNT/CROSS--GUFER/ALLEY APP,~OACH P./2..\tM[NT COLD ·-MiU . .!NG r--==-.---. -_ -,, .... :.:., l __ ...J t ____ J -~'-c.------~ THIS AREA INOiCATES, SPECIAL TREES PROTECTED AND HIGHLY VALUED BY THE CiTY (CORAL WOOD, iHE OFFICIALLY DESIGNATI:D CITY TREE). ANY DAMAGE OR HARM TO THESE lREES Will RESULT IN TI-IE CITY SEEKING RESlliUTiON. PLEASE OBTAIN 1HE APPROVAL OF THE CIT(S URBAN FORESTER, JOHN CONWAY, II~ TrlE GENERAL SERVICES DEPARTMENT PARK AND TREE DIVISION (949-795-8568), ONE \\EEK iN ADVANCE Of /\NY WORK, 1F TREE IRIMMING OR LIMB CLEARANCE IS REQUIRED FOR CONs·mucnoN. EMERGENCY TELEPHONE NUMBERS SOUTHERN CI\UFORNIA GAS COMP ANY SOUlHERN CALIFORNIA EDISON COMPANY SBC-Pi\CIFJC BEI.L CITY OF NEWPORT BEACH (l!11ll11ES DEPAR1MEN1) ORANGE COUNTY SI\NliA110N DISTRICT ADELPHIA UNDERGROUND SER\/lCE ALERT MCWD DAY (800)-624-8153 (B00)-611-1911 611 (949)-644-3011 )714)-962-2411 1714)-542-6222 (B00)-422-4133 (949)-574-1000 NIGHT (SD0)-624-8153 (800)-611-1911 611 (949)-644-3717 (714)-644--6222 (800)-422-4133 (949)-631-1200 //-ifitp ( (0/,'? i j ;~/, ti,;; \ _;o__ C-3650 LOCATION MAP NOT TO SCALE PROJECT AREA W SHEET NUMBER ~ ~ ,' I w·,,r,.._ I CALL T□LL FREE 1-800-422-4133 BEF□RE Y□U DIG (f. APPROVAL llECC!,~!ElilD -~~~"-'-,.,._. GD.BiAL SERl'lCES DJRECTOO DATE c;,,. \ -r, Ol\- 1. 2. 3. GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WHH 1HE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERll!SE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN TI-1IS CONTRACT'S SPEClAl PROVISIONS. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHAU. BE RESPONSIBLE FOR VERIFYING THE i\C1UAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION .. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO AD,JOINING IMPROVEMENTS, P.C,C, SHALL BE GLASS 560-C-3250 CONTRACTOR SHALL ADJUST CiTY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEVfi:R AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTIUTIES SHALL BE ADJUSTED TO GRADE BY OTHERS. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH llNE AND GRADE OF EXISTING iMPRO\/EMENTS UNLESS NOTED 01HERl'~SL CONSTRUCTION NOTE INDE)( 0 PROTECT IN PLACE 0 REMOVE PAVEMENT STRUCTIJRAL SECTION AND CONSTRUCT 4"AC/4.CMB 0 REMOVE PAVEMENT S1RUCTURAL SECTION AND CONSTRUCT 4'AC/6"CMB 0 COLD Mill EDGE OF PCC PAVEMENT PER DETAIL ON SHEET 2 ® GLASGRID 8502 PAVEMENT REINFORCING FABRIC WITH 1• LEVEUNG COURSE ® 1.5' MINIMUM AC OVERLAY 0 REMOVE EXISTING AND CONSiRUCT TYPE 0 A• CURB AND GUTTER PER CNS SID-·182-L, VJTH 16-INCH \V!DE GUTTER. ® REMOVE EXISTING AND CONSlRUCT 6' WIDE CROSS-GUTIER PER CNB STD-185-L ® ADJUST MANHOLE FRAME TO GRADE PER CNB SID-111-L @ ADJUST VALVE COVER TO GRADE @ 2.5" COLD MILL PCC PAVEMENT @ 1.5" COLD MILL AC PAVEMENT @ REINSTALL PRIVATE CURB DRAIN IN-KIND @ CURB ACCESS RAMP PER CNB SID-181-L-8 (CASE PER PLAN) @ REMOVE EXISTING AND CONSTRUCT 18-INCH l'nDE PCC GUTTER PER APPLICABLE PORTION OF CNB SID-182-L; EPOXY SEAL BETWEEN NEW GUTTER AND EXISTING CURB. @ REMOVE EXISTING AND C9NS1RUCT STANDARD CROSS-GUTTER PER CNS SID-185-L (W ~ B) @ REMOVE ,EXiSTING AND CONSmUCT ALLEY APPROACH TYPE A PER STD-142-L @ ADJUST SEWER CLEANOLIT TO GRADE @ REMOVE EXISTING AND CONSTRUCT a• PCC PAVEMENT @ PRUNE TREE ROOT AND INSTALL 1REE ROOT BARRIERS @ ADJUST SEWER CLEI\NOUT TO GRADE @ REMOVE EXISTING AND RECONSTRUCT 4" PCC SIDEWALK @) REMOVE EXISTING AND CONSTRUCT TYPE •s• CURB PER CNB SlU-182-L SHEET TITLE SHEET TYPICAL SECTIONS CONSTRUCTION DETAILS INDE)( PLAN & PROFILE -EVENING CANYON ROAD PLAN Ile PROFILE -EVENING CANYON ROAD PLAN & PROFILE -MORNING CANYON ROAD PLAN & PROFILE -MORNING CANYON ROAD PLAN & PROFILE -DRIFTWOOD ROAD PLAN & PROFILE -DRIFTWOOD ROAD PLAN & PROFILE -SEAWARD ROAD PLAN & PROFILE -IRIS AVENUE PLAN & PROFILE -WATERFRONT ~l:J;; D\ZIVE PLAN & PROFILE -JASMINE AVENUE PLAN & PROFILE -JASMINE AVENUE PLAN & PROFILE -MARIGOLD AVENUE PLAN & PROFILE -GOLDENROD AVENUE PLAN & PROFILE -THIRD AVENUE PLAN & PROFILE -FIFTH A VENUE PLAN & PROFILE -FERNLEAF AVENUE C-3650 IREV~j!cfu· PR!M:IPAL CIVIL ENs'!t£ER R.C,E. NO. 43003 TITLE SHEET I DATE • .J -/?-O<f? l iJES IGNED DRAl:N m S'LY R/IV N'Li' R/W l N'LY R/\'/ L L __ 10' 10' EVENING CANYON ROAD STA. 18+50.00 TO STA. 36+32.97 (Sf-lOREClJIT RD. TO MORNING CANYON RD.) N.T.S. - ft 50' MORNING CANYON ROAD STA. 10+32Jl() TO STA. 22+54.14 (SHORECLIFF RD. TO EVENING CANYON RD.) N.TeS. ft MORNING CANYON ROAD 10' STA. 23+38.27 TO STA. 24+98.00 (EVENING CANYON RD. TO PACIFlC COAST HIGHWAY) N.T.S. . _ _J 10' m~ t ru~ r -------------~5=~~-----------1 i 10· 1s' '1 1s· rn' • '-~= -----,---------------------.. --.. ------------~~-1 L__ ···11 .---. ·•-· ,-, J(i)_ 1· ___ J [, · .-½ ,,.::,/,:;/;/' .,,1//.· ,• ~ ,1/, "~/' / /-~~-'' 1/•/r/ .. ~ ... '; N'LY R/W 10' L. , 1/. ·"r i,,..,d , _.~-., -·-: s¼ • , -)1-73»:::::f1'r=•· ··, ' --. ,_.~ L~. --''"'---= ,_ -·--'<~~--- DRIFTWOOD ROAD STA. 10+17.63 TO STA. 21+01.51 (SHOREClJFF RD. TO MORN!NG CANYON RD.) N.T.S. 15' STA. Hlt25.1J TO STA. 13+45.00 (SEA',1EW AVENUE TO NORTHERLY llMITSi • N.T.& • S'LY R/W 10' N'LY R/W N'LY R/W I 10' L !t 50' ----------=--------------- HJ' 10' 10' I 11/ I ..... STA. 10+4i.OO TO STA. 11+52.113 (PACtFlC COAST HiGHWAY TC SECOND .~VENUE) N.T.S. - STA. 11+52.18 TO STA. 13+62.79 (SECOND AVENUE TO N120' \'/EST OF THIRD AVENUE) N.T.S. It 50' JASMINE AVENUE STA. 13+62.79 TO STA. 22+ 72.80 (120' ?,,CST Of THIRD AVENUE 10 FIFfH AVENUE) N.T.5. 15' 15' SEAWARD ROAD STA. 10+00.00 TO STA. 12+73.77 (ORiFW/OOD ROAD TO EVENING CANYON ROAD) N.T.S. 20' SEAWARD ROAD STA. 13+53.77 TO STA. 15+73.25 (EVENING CANYON ROAD TO COAST HiGflWAY) N.T.S. S'LY R/W i S'LY R/W 10· s'LY Fl./'<I E'LY R/'11 10' l I S'LY R/\'I E'LY R/'!1 L 10· __ L N'LY R/W I E'LY R/W ~ . ------_5(l'__ --------- FERNLEAF AVENUE STA. 10+36.51 TO STA. 14+12.73 (COAST HIGHWAY TO Flf1H AVENUE:) N.T.S. THIRD AVENUE STA 25+21.53 TO STA. 27+90.19 (Li\RKSPUR AVENUE TO MARGUERITE AVENUE) N.T.S. MARIGOLD AVENUE STA. 10+41.46 TO STA. 19+23.17 (COAST HIGHWAY TO "!HIRD AVENUE) N.T.S. It. 60' 20' _ FIFTH AVENUE STA. 24+65.00 TO STA. 31+55.00 (LARKSPUR AVENI.IE TO MARIGOLD AVENUE) N.T.S. S'LY R/W CONSTRUCTION NOTES CD PROTECT IN PLACE ® REMOVE PAVEMENT STRUCTIJRAL SECTION AND CONSmUCT 4'AC/4"CM8 0 REMOVE PAVEMENT STRUCTIJRAL SECTION AND CONS1RUCT 4'AC/s·cMB © COLO M!LL EDGE OF PCC PAVEMENT PER DETAIL ON SHEET 2 ® GLASGRID 8502 PAVEMENT REINFORCING FABRIC l'ffH 1• LEVELING COURSE © 1,5• MINIMUM AC OVERLAY 0 REMOVE EXISTING AND CONSTRUCT TYPE 'A" CURB AND GUTTER PER CNB SID-182-L, WITH 18-INCH WIDE GUTTER. @ 2.5" COLD MILL PCC PAVEMENT @) 1,5• COLD MILL AC PAVEMENT @ REMOVE EXISTING AND CONSTRUCT 18-INCH \\JOE PCC GUTTER PER APPi.lCABLE PORTION OF CNB SID-182-l; EPOXY SEAL BETWEEN NEW GUTTER AND EXISTING CURB 5' G)COLDMILL PCC PAVEMENT AT GUTTER DETAIL N.T.S. C-3650 i Dl [)) L. ,-I I i ' I l \ DETA.IL #1 SCALE 1'' ~ 20' I I I I ' I I I NOTES FOR CUL-PE-SACS: 1. CONmACTOR SHALL PROTECT EXISTING CURB AND DRIVEWAY APPROACHES. 2. CONTRACTOR SHALL MATCfl EXISTING GRADE AT DRIVEWAY APPROACHES. ! I ----------1 DETAIL #2 SCALE 1·~2cr BORING LOG BORING NO. LOCATION DESCRIPTION 0 #1 EVENING CANYON ROAD 4• AC/NA 11VE 0#2 EVENING CANYON ROAD '(AC/2"AB 0 /f3 E\IF.NiNG CANYON ROAD I 4" AC/NATIVE 0 #4 CUL-OE-SAC 4"AC/NA11\/E 0 /j5 EVENING CANYON ROAD 4" AC/NA l1VE 0 f,'6 EVENING CANYON ROAD 5" AC/NA 11\IE 0 /f7 EVENING CANYON ROAD , 4• AC/NA llVE 0 #8 EVENING CANYON ROAD 4• AC/NA 11\/E 0 #fl E\IEN!NG CANYON ROAD 5• AC/2' AB I 0 #10 EVENING CANYON ROAD 4' AC/NA llVE , 0//11 MORNING CANYON ROAD 4.5"AC/3"AB 0#12 MORNING CANYON ROAD I 5"AC/3"AB 0 f/13 MORNING CANYON ROAD 1 3• AC/3" AB 0 #14 MORNING CANYON ROAD 4"AC/NA1l\/E 0#15 MORNING CANYON ROAD 4.5"AC/3"AB 0 /fl6 MORNING CANYON ROAD 4.5" AC/3" AB 0 #17 DRIFTWOOD ROAD I 4.5" AC/3" AB 0 f/18 DRIFlWOOD ROAD 4.5"AC/3" AB 0#19 DRiFlWOOD ROAD 4"AC/3'AB l----"---+-----------+---~.,.....,--1 0#20 DRIFr.'IOOD ROAD I 4.5"AC/3"AB 0#21 DRlmlOOD ROAD 4'AC/2"Af3 0#22 DRIFTWOOD ROAD ! 4"AC/2"AB I 0 #23 SEAWARD ROAD 6"AC/NATIVE 1---~-+-----------;1--~--,-,......- 0#24-SEAWARD ROAD 4.5"AC/:,A8 0;(125 SEAWARD ROAD 4"AC/3"AB 0 ;(/26 iRIS AVENUE 4"AC/NATIVE 0{}27 IRIS AVENUE 2"AC/4" ROCK I 0 #28 IRIS AVENUE 2"AC/4" ROCK j 01}29 WATERFRONT AVENUE 6"-7"PCC/NA11VE 0#30 JASMINE AVENUE 5"AC/4" ROCK 01}31 JASMINE AVENUE I 5"AC/4' ROCI< 0 //32 JASMINE AVENUE I 5• AC/4" ROCK C-3650 i .• .J ::, re ' "' " " ------============-;===:;,========,;;=-----=-------=======-==-====-••-~ ·~ DATE BY !ECRIPT!C!s OF REViSlONS Al'P'O I~ ~ I ~~)~,)~"" CROSS GUTTER DESIGN :i PRik~J:f ~J~1~3~1~ ~ AND BORING LOG ; DATE 5/13/04 II ~ OCS!GNJ) FTT DRAl,N m DAri 5/13/04 SJ.. a_ CITY OF NEWPORT BEACH ,-1 R-5855-S ~ PUBLIC WORKS DEPARTMENT j :H:ET 3 CF 19 3 ,, ~ 74' ' LI.. _! w.. _J 0 w a: 0 :c U) 19 I SEE DETAIL 1 ON SHEET 3 D D SEE DETAIL 2 ON SHEET 3 SCALE 1" = 0 40 I REF.: R-4954-S, R-4955-S, TR 1116, W-5(]06-S 40' 80 120 I I .. i --- ' L 98 96 98 98 96 G) @ CD CD CONSTRUCTION NOTES PROTECT IN PLACE REMOVE PAVEMENT STRUCTURAL SECTION AND CONS1RUCT 4"AC/6'CMB REMOVE EXiS1lNG AND CONSTRUCT TYPE • A" CURB AND GUTTER PER CNB STD-182-L, Wllli 18-INCH Y,1DE GLITTER :'IEMOVE EXISTING AND CONSTRUCT 6' ~nDE CROSS-GUTTER PER CNB SID-185-l ADJUST MANHOLE FRAME TO GRADE PER CNB SITl-111-L @ ADJUST VAL\/E COVER TO GRADE @ REMOVE EXISTING AND CONS1RUCT 18-!NCH Y~DE PCC GUTTER PER APPLICABLE PORTION OF CNB STD--162-·L; EPOXY SEAL BETWEEN NEW GUTTER AND EXISTING CUf~B @ PRUNE TREE ROOT AND INSTALL TREE ROOT BARRIERS ® @ ADJUST SEY/ER CIJ:ANOUT TO GRADE REMOVE EX[STING AND CONSTRUCT TYPE •13• CURB PER CN8 STD-1!12-L ~ 0 -----------!! "' REViEi\'ED (-l{jl,J::i ~~yt~"- DATE PRINCIPAL C!VlL El\'GIN:IR R.C.E. NO. 43003 5/13/04 C-3650 STREET IMPROVEMENTS EVENING CANYON ROAD STA. 18+51.20 TO STA. 28+32.75 - i l !--•--,-.---L .. i i i ... ·-j .. ·+ , -J--.. ,_ T - ! I , i : _, 1· ·r-··-~--- I ·:· --1---.I. .... 1.. i I ' l I l I i ·1' -j -j ---i - I I .. !--J .. L : ' -, __ - ' --·---<· ___ , __ 13+13.77 SEAWARD RD. -,3'.20-· SEE DETAIL #1 HEREON ill \ ' \ T=169.23' \. __ . L=325.40' R=501.04' l\=3T19'32" D D \ \ 0 SCALE 1" 40 --40' BO 120 36 37 REF.: R-·4954--S, R-4955-S, m 1116 10/05 MS fil AS BUILT m DATE BY IJESCR!PT!CW Cf REV!Sli'.INS i I CONSTRUCTION NOTES CD PROTECT IN PLACE ® REMOVE PAVEMENT STRUCTURAL SECTION /\ND CONS1RUCT 4"AC/4.CMB 0 REMOVE PAVEMENT STRUC1URAL SECTION ANO CONSTRUCT 4•Ac/s·cMB 0 REMOVE EXISTING AND CONSTRUCT TYPE • A' CURB AND GUTTER PER CN8 SID-182-L, lMTH 18-INCH WlDE GUTTER. © 0 REMOVE EXISTING AND CONSTRUCT 5' WIDE CROSS-GUTTER PER CNB STD-185-L ADJUST MANi-lOLE FRAME TO GRADE PER CNB SID-111-l @ ADJUST VALVE COVER TO GRADE @ REMOVE EXISTING AND CONSTRUCT 18-INCH WlDE PCC GUTTER PER APPLICABLE PORTION OF CNB SID-182--L; EPOXY SEAL BETWEEN NEW GUTTER AND EXISTING CURB @ PRUNE TREE ROOT AND INSTALL TREE ROOT BARRIERS I I 28+ 77. 73 EVENiNG CANYON RD. i ' ~==:-:13::-'+'-':1'=3.':!:7="7"-:SE=cA':'W:7"AR='D?-'::R::::D~. ~-----, Ii 96.95 rs (97.18 FS) ECR 13+53.77 20.00 L (95.47 FL) Ii I I i I I I ! I 20' i "------.,- .. -! BCR 29+22. 73 15.00 L (97.18 FL) ------I RD. --.. BCR, 28+38.051 , 15.00 R / \ ECR :29+17.73 15.00 R 1 0 I @ (98.61 FL) // \ t.,./2 _/ (97.76 FL} ECR 12+73,68 15.00 L (97.66 FL) f i ' ' i I ! : PRINCIPAL ClVlL El\'Gl!'i:.ER R.C.E. l\'O. 43003 DAiE 5/13/04 I I DETAIL #1 SCALE 1 • =20' I' Ii Ii I I • I " I' Ii I• ' 'I I! ( \_ (97.90 FL) \__/:,/2 {97.57 FL) }. BCR, 12+73.68 15.00 R I (97.62 Fl.) C-3650 STREET IMPROVEMENTS EVENll\lG CANYON ROAD STA. 28+32.75 TO STA. 36+32.97 FTT IDfl.A!,N~-;-CITY OF NEWPORT BEACH R-5855-S a-EOOJJ s.L DATE 5/13/04 PUBLIC l/ifORKS DEPARTMENT S!-EET 5 CF 19 • -·! ···:· I " ' ' ··l 10 12+rn:u10 SHORECUFF RD. = 10+00.00 MORNING CANYON RD. \ ' i l\nORNING CAi\lYON ROAD SCALE 1" -40' 0 40 BO 120 ~27! -I . REF.: R-4954--S, R-4955-S, TR 1116 DATE BY il:SCR!PT!a-1 Of REVISIONS 18 Af!''D CONSTRUCTION r\JOTES CD PROTECT IN PLACE ® REMOVE PAVEMENT STRUCTIJRAl SECTION AND CONSTRUCT 4"AC/4"CM8 ® ADJUST MANHOLE FRAME TO GRADE PER CNB STD-111-L @ ADJUST VALVE COVER TO GRADE C-3650 .. w w C • i I -284-- I ! -·-.306---·324- I MORr\l!NG CANYON ROAD. \ SCALE 1" = 40' D 40 120 • • 1 -~,--L- I I : i -1- 1 :- I • i I I I :- • i I ~ ____ C0_N_ST_R_U __ CT_I0_N_N __ 0_T_ES ___ --ll I (D PROTECT IN PLACE 5• AC ® REMOVE PAVEMENT S"!RUCTIJRAL SECTION AND CONSTRUCT 4'.!AGf4'CMB & @ REMOVE PAVEMENT STRUCTIJRAL SECllON AND CONSlRUCT 4"AC/6"CMB 0 REMOVE EXISTING AND CONS'IRIJCT TYPE • A" CURB AND GUTJER PER CNB SID-182-L. WITH 18-INCH WIDE GUTlEft ® REMOVE EXISTING AND CONSTRUCT 6' CROSS-GUTTER PER CN8 SID-185-L ® ADJUST MANHOLE FRAME TO GRADE PER CNS S1D-111-·l @) ADJUST VALVE COVER TO GRADE @ REMOVE EXISTING AND CONSTRUCT 1£!-INCH WIDE PCC GUTTER PER APPLICABLE PORTION OF CNB SID-182-L; EPOXY SEAL BETWEEN NEW GUTTER AND EXISTING CURB @ REMOVE EXISTING ANO CONSTRUCT STANDARD CROSS-GUTTER PER CNB STD-185-L (W = 8') @ PRUNE "lREE ROOT AND INSTALL TREE ROOT BARRIERS \ \ CROSS-GUTTER DETAIL REF.: R-4954--S, R-4955-S, TR 1116 Ff"--li------------1------ll ·10/05 MS SCALE: 1 "= 20' ECR 20+64.59 109.30 TC 108.63 FL EXIST. ECR 20+ 70.90 HJ9.24 TC 108.75 Fl I C-3650 .. ·~-; ., -,-- ' ' 15+ Hl. 73 SHORECUFF ROAD = 10+00.0D DRIFl\1/00D ROAD DRIFTWOOD ROAD !-...I -......, 243- .j. I ' ' ' f. I ' I -' ' ' ' ,.,.,-·' I -' CONSTRUCTION NOTES 0 PROTECT IN PLACE (D REMOVE PAVEMENT STRUCTURAL SECTION AND CONSTRUCT 4"AC/4"CMB (j) REMOVE EXISTING AND CONSTRUCT TYPE • A' CURB AND CUTTER PER CNB STD-182--L, Willi 18-INCH \\1DE GUTIEft ® ADJUST MANHOLE FRAME TO GRADE PER CNB SID-111-L @ ADJUST VALVE COVER TO GRADE I • • E g I I --r ·--··--..l.-1 I. I 1------: ! I ' ' i i o---~--+--+-,---:--,-· --· l-' I i L ' J 1 .. I . ___ ,_!_. ___ .: ___ i I -·-r ' I I .. I --·: - ' I i --··-'. ... ·t. --!·--· . T ! •--i-- I i I ' f ··--·--i T I. .... ~ ... ;• .. ; ! ... ·1 . ... , ' ' ..,. ··-' I ·' T~220.32\ L=402.7t R=400.00', l,.=5T41'33• \ \ I \ 18 D D I 19 I I -.319 I I 3- 20 __ T=201.51', l=315.67' I./ R=200.00', t;. =90'25'56" / //' SCALE 1"' 0 40 21 = 40' 80 120 REF.: R-4954-S, R-4955-S, TR 1116 JOIN EXIST. BCR 20+80.03 15.00 R (101.75 Fl} b./2 (101A5 ECR, 18+95.03 15.00 L (100.86 PL) FL) .. BY lJ!:..SCRI?1 ICN 0~ :\EViSlON'S \ -f ! CONSTRUCTION i\lOTES CD PROTECT IN PLACE ® REMOVE PAVEMENT STRUCTURAL SECTION AND CONSTRUCT 4•Ac/4•cM!l ® REMOVE EXISTING ANO CONSTRUCT 6' WIDE CROSS-GUTTER PER CNB STD-185-L ® ADJUST MANHOLE FRAME TO G!,ADE PER CNS sm-111-L @) AD,JUST VALVE COVER TO GRADE \ .• ;/,, ---~ JOIN ElGST. ECR, 20+ 79.04 15.00 L (102.60 FL) l:,/2 r { 102.67 FL) / BCR 19+ 72.99 15.00 L (102.97 FL) MORNING CANYON ROAD I J I DETAIL #1 SCALE 1"=20' PRINCIPAL C!V!l ENGINEER R.C.E. NO. 43003 DATE DESIGlfi) FTT FTT CHECKED C-3650 STREET IMPROVEMENTS DRIFTWOOD ROAD STA. 15+70.00 TO STA. 20+80.03 CITY OF NEWPORT BEACH R-5855-S "' 0 =, w (l) "'-i co 8 ~~ I ,0 "' c;:: ..,;; ' "' -c~ F5 / Ei Ll '" ,n \.{] •m [!"") '{;_' -·· r,; •·' " "' ,. UJ ,::.;i C SJc. DATC 5./ 13,/04 PUBLIC WORKS DEPARTMENT ' SHT 9 D' 19 !!,.,..,,----------------------------------------------------------...Jl.-.!.....--J..--------J......--!1-----...!J....-.,...;;;,;.;..J,_;;;:..;.,;;~!l......-------....!!,-_;:::_..:.::.11 Le'. > t {I @! ~ ~ 0 (JI,. ,_ - - -~ -- -1--~---- -!- 1 t· i 10 I -, .: .. i I • 11 1 )S"ACP 12 13 SAWCUT AND JOIN EXISTING 0 T = 105.83' L = 120.07' R = 55.00' b. = 125"()4'41" SCALE 1" = 40' 40 80 120 ··1 •• • i . • . ,-. l I i-r - j • j -•--I- I I -----+-. - i - I ' --I ---:--------'-- --t··- i I . "-··" -·-·-· ,_ . I -1--_j__ --+-- I __ _,_ ----, - ,- ' . . T -- • -+ ----1---__,_ ___ _j_ ___ T----!----. ,_ 1---t ,- ___ _, ____ _) ___ l-·-- i i l . 10 • • ---··J ! COAST ECR, 15+21.39 JOIN EXIST. (91.2() TC{ (90.59 FL, CROSS-GUTTER DETAIL SCALE: 1• = 20' REF.: R-4954-S, R-4955-S, TR 1116 10/05 MS AS BUILT m CONSTRUCTION i\jQTES G) PR01ECT IN PLACE REMOVE EXISTING PAVEMENT STRUCTURAL SECTION AND CONSTilUCT 4"AC/4"CMB ~~~~-~--.,---v-v-'"V"'"'~~;i',\ REMOVE EXlS11NG PAVEMENT STRUClURAl SECllON AND CONSTRUCT G" AC/4"CMB, )"'\:,_.A-'-"'--''-'"--"-A-.A..-l'-...A,_.,A.__.A.~.,./'__,,._,,__,,'---"-"---"-~ REMOVE EXISTING AND CONSTRUCT TrPE •A• CURB AND GUTTER PER CNB SID-182-l, WITH Hl-lNGH YliDE GUTTER. ® REMOVE EXISTING AND CONSTRUCT 6' l'fiDE CROSS-GUTTER PER CNB S10-185-l @ AD,IUST VALVE COVER TO GRADE @ REMOVE EXISTING AND CONSTRUCT Hl-lNCH WIDE PCC GUTTER PER APPLiCABLE PORTION OF CNB SID-182-·L: EPOXY SEAL BETWEEN NEW GUTTER AND E'.<ISTING CURB @ REMOVE EXISTING AND CONSTRUCT STANDARD CROSS-GUTT£R PER CNB STD-185-L (W = 5') @ PRUNE TREE ROOT AND INSTALL CENTURY PRODUCT TREE ROOT BARRIERS HIGHV\fAY 11 1--• -45.36' ---------;---78.08' "--···,-::-;:::~· \. '--JOlti I I \ ' ' \' {s2:61 \./ D. 4 / 91.55 FL 92.41 TC 91.75 FL ~t' '-~li"e/c"2'"'=_ _ 92.32 TC 9,.65 Fl 92 .. 82 TC 92.15 FL 14+52.89, 19.35' R ..,---BEG GUTTER 1RANS. ,r-13CR 14+42.80 / {93.44 TC) t92,86 FL) TC) FL} C-3650 >, .c w ~ .~ "@1 eJJ ~ ll «Ji I _,_,J_ -~-,---+----~-~- : i .. J I 1 ; 1 I 1--'---+--1 ---+---- I --i, r I ' ' +- i r I I I .. ··;. I 10 11 -237- .. 302·-· -,)04- IRIS 12 13 14 \ AVENUE [ffi 0 uJ Cl ti'i ~ a:i I - ---! I ---- I SCALE 1" = 40 40' 80 120 DATE BY ' ,, ' ' ' ' . .. l I I -,-•• -' ' i : i : --+----~-·----< ---·~---··•• ·-+-·· I • - I - l i .... [" ' ' I ' I ' ' ---i ' J.., I ---:- .! ----l- 1 i I i' + I . r .. ' ' I .I , . i • • ;--••• !Ii . . . ) i '' --f·· ' ,. ---1 I T •• _I I -1---·-r"· ~----1-·----r-----i----1--+->1-----~ ... ··r-. }·-r--•-i• .... t····-->' --·-~-~'-~-,, ! ' I i SCALE~ I l : i HORZ.: 1•=40' 1 1 , VERT.: 1"'~4' 11€5CR!Pi!OII OF fL'V!SlONS Af'P'D CONSTRUCTIOf\l NOTES CD PROTECT IN PLACE 0 REMOVE PAVEMENT STRUCTURAL SECTION AND CONSTRUCT 4•AC/4"CMB ® 1.5" MINIMUM AC OVERLAY (j) REMOVE EXISTING AND CONSTRUCT TYPE • A" Cl/RB AND GUTTER PER CNB STD-182-L, \\11}1 18-INCH WlDE GUTTER. @ REINSTALL PRIVATE CURB ORA.IN IN-KIND @ REMOVE EXISTING AND CONSTRUCT a• PCC PAVEMENT @ PRUNE 1REE ROOT AND It.STALL 1REE ROOT BARRIERS C-3650 I ' ' ! ,, I I I I WATER FRONT AVENUE n - ~ /J7j I-..J SCALE 1" 10/05 MS 0 20 40 AS-BUILT m 6"-7~ PCC PVMT. WATERFRONT AVENUE STA. 10+54.35 TO STA. 13+03.75 N.T.S. QUANTITY ESTIMATE: 8" PCC PAVE.MENT FULL DEPTH AC T'iPE "A" PCC c&G T!PE •c• MOD. PCC C&C ACCESS RAMP ADv'UST MANHOLE 9320 SF 130 SF 300 Lf 300 Lf 2 EA 3 EA CONSTRUCTION NOTES CD PROTECT IN PLACE ® ADJUST MANHOLE FRAME TO GRADE PER CNB STil-111-L @ CURB ACCESS RAMP PER CNB STD-181-L·-B (CASE PER PLAN) @ REMOVE EXISTING AND CyNSTRUCT STANDARD CROSS-GUTTER PER CNB STD-185-L (W = 8) 15' @ REMOVE EXISTING PAVEMENT STRUCTURAL SECTION AND CONSTRUCT a• PCC PAVEMEN1 PER CNS SID-109-L @ REMOVE EXISTING Al~D CONSTRUCT TYPE "A" POC CURB & GUTTER PER CN8 STD-182-L @ REMOVE EXISllNG AND CONS1RUCT l'/PE •c• MOD!FlED PCC CURB & GUTrER PER CNB SiD-183-l. AND PER DETAIL HEREON 13+27.74 WATER FRONT AVE. ~ 10+00.00 ACACiA AVf .. C-3650 • ifi C ' \ SURVEY MONUMENT COAST HIGHWAY 'I/ I i l THIRD AVENUE --l (115.06 FL) CROSS-GUTTER DETAIL SCALE: 1"=10' (SEE SHEET 14 FOR PLAN &: PRCFIL£) BEGIN CONSTRUCTION FOURTH AVENUE ' · j. 151 - JASMINE AVENUE I '' -)~- 122.135 rJ I (122(70 fS) / .... £~Lt. /// / 19 t I 1n "1 -c-.. _, i j I I in "' - \ //! / // "'-122.29 FL--' \ 122.39/TL--; / 122.48 FL ECR. JOIN ECR JOiN ··--... { 122.39 fl ·-·--·-15, ___ , ___ 15, ___ J..J 122.59 FL) i io ~ ' - 1 . ' "' -~\\ ·' . ! _____ \~----•-~·~· -~-~/_/_/_/_/~-----i:~~:_·.•~----....C.------' CROSS-GUTTER DETAIL SCALE: 1•~10• ( SEE SHEET 14 FOR PLAN & PROFlLE) 509 J_ J__ -506-.. 508-· -512-· JASMINE AVENUE REF.: 1'1-5138-S, S-5045-S SCALE 1· = 201 r :r= 0 20 40 60 521-·- J -518- CONSTRUCTION NOTES 0 PR01ECT IN PLACE 0 COLI) MiLL EDGE OF PCC PAVEMENT PER DETA!L ON SHEET 2 ® CLASGRID 8502 PAVEMENT REINFORCING FABRIC \'ilTH 1• LEVELING COURSE @ 1.5" MINIMUM AC OVERLAY ® ADJUST MANHOLE FRAME TO GRADE PER CNB SID-111-L @ 1.5• COLD Mill AC PAVEMENT THIRD AVENUE : i I '. i i i ' / I 'I / L C-3650 I (!1 •,ct, "' c, (.0 ' ,n C, ,n t:) ' G:'. ·,~· E5 <~ 8 lt:1 "' ro ,n QC / ~ ~ ~ (l.', ,. if) / O• ~ I I I . ~1 .. _J ! I ...... L ... I L I I ' ! 13 --51'.- -5!0- a:, t-- STA. 13+62. 79 END PCC PA\IEl,fJ-ff COlDMlLLlNG !t OVERLAY BEGIN PAVEMENT REMOVAL !t RECONSTRUCTION 15+07.84 JASMINE AVE. ; 22+00.00 FOURTH A \IE.\ --51 l- 18 19 20 SCALE 1" = 40' 0 40 80 21 22 REF.: W-5138-S, S-5045-S • 110/05 MS & AS BUILT 120 DATE BY OCSCRlPT!Cl'l OF REVlSlONS Al'P'D 129 127 129 127 129 127 CONSTRUCTION NOTES PROTECT IN PLACE REMOVE PAVEMENT STRUC11JRAl SECTION AND CONSTRUCT 4'AC/4"CMB REMOVE EXISTING AND CONSTRUCT T\'PE "A" CURB AND GUTTER PER CNB SID-182-1., \\)TH 18-INCH WIDE GUTTER. REMOVE EXISTING AND CONSTRUCT 6' V~!lE CROSS-GUTTER PER CNB STD-185-L ADJUST MANHOLE FRAME TO GRADE PER CNB STD-111-l PRUNE 1REE ROOT AND INSTALL TREE ROOT BARRIERS 22+ 72.80 JASMINE AVL ~ 22+00.00 FlFTH A VE. C-3650 10 'l 2 I I SECOND AVENUE MARIGOLD AVENUE SCALE 1 • -40' 0 40 80 120 1 I r--c---c--,-~--J i ' i . '-·--: ' j---i . }--- 1 -, ' I i SCALE: I HORZ.: 1'=40' , VERT.: 1"=4' 19 :1 ii :I ii l q :I 'I -500-- I i ' I . I THIRD AVENUE REF.: W-5074-S, S-5045-S OA'IE BY DESCR!PT!il'l fk REVISIONS 116 114 114 112 114 112 CONSTRUCTION NOTES 0 PROTECT !N PLACE ® REMOVE PAVEMENT STRUCTURAL SEC110N AND CONSTTlUCT 4'AC/4"CMB 0 REMOVE EXIS1iNG AND CONSTRUCT TYPE 'A" CURB AND GUTTER PER CNB sm-182-l, Y/,Tt-1 18-INCH V,1DE GUTTER. @ REINSTALL PRIVA1E CURB DRAIN IN-KIND C-3650 PRll'ClPAL CIVIL ENGINEER R,C.L h\l. 43003 II STREET!MPRROVEMENTS MARIGOLD AVENUE DATE 5/13/04 1STA, 10+41.46 ·ro STA. 19+23.17 IJES!8'61 DRAl,N m FTT "" C ,._i F,:; r:::, ci / TJ ~ ~ 0 £ if, -~ CL CITY OF NEWPORT BEACH 11 R-5855-S 1; MCKED-,--S.J..-DATE 5/13/04 I PUBLIC WORKS DEPARTMENT I· SID 15 (I" 19 J. "'-------------------------------------------------------------------------------------------------------------------------------------------""' __ .,. ___ .., __________________ .,. ___ ...,,.. ___________ ,..,_ ______ .,, _______ ""' ___________________ .., __________ ~ • Ir I y' ij f u lr' 0 (/, . . L r -·-1 ---~-. . . ·-t·--1--- . ' t-· • ' 1- • -!-- • i i 1 -. . ~....J...-___ ).._ --J---~----:----' ' < ' I ' I ' •---,--! :· -·-i ·--- ··· ··i··----[··-... ! -·-··--:-- .. i ..... _ j__ I I I ' .• _, :----i--·-/ N 2,166,363.1166 E 6,067,773.4873 SURVEY MONUMENT 10+00.00 GOLDENROD A VE. = 10+00.00 FOUR1H AVE. --818-- i ,·· _;J_--+--- ! I 10 I L 0 J I --631 • r :( : J • I ii : I '! ; I I 'I FOURTH AVENUE J_ / i j I I I 11 ···10··· W ~ ff 12 --711-- i I I I -·: -,. ! -· • • l-. _, ___ -r- I • . -, r I : ; i ""[ ---:--r· , "'_:'_LC))""~ J __ L_ J_ I ---------------------l--/7:.)'-·-··1 -/ 12 • I ' -----1----. I 1 .. L • !,. I . j ··---1 .. i I 1 • . I ; ---1 --•--~ .. ·-· + - I I ~ l : - - _,,_ __ _ ··t·· ·+· -I i -I I ' • . I ·1 1-1 --I I --_j_____l_+----'-----'-----'-----'- SCALE; HORZ.: 1"=20' VERT.: 1'=4' FIFTH AVENUE 13+64.57 END CONSlRUCllON SAWCUT & JOIN -I) c124.65)Gp 1 ( CD ---~--, -1---f \ i ,;:;: "-----4-- 1 -J..--- 13·HH.57 I -1 \ \ CD ® 0 CONSTRUCTION NOTES PROTECT IN PLACE REMOVE PAVEMENT S1RUC1URAL SECTION AND CONSTRUCT 4"AC/4'CMB REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND GUTTER PER CNB SID-182-L, WiTH 18-INCH ~DE GUTTER. ® ADJUST VALVE COVER TO GRADE \ N 2.,156,651.7601 E 6,068,020.6746 SURVEY MONUMENT 13+80.02 GOLDENROD A VE. = 13+00 FIFTH AVS 125.1 FS (12.5.1 FS) :;;_:.,;.:.:j::'/:;;;=r: =:i:_=-:_:::_:::_::: __ -=:::. :::i-•_:::_::::_ :~"f:: ----'--= ---//2 -----------~---~ -·-··-········"" -·-·------··-· PB ____,; __ LLL_ ______ ~,c--~~~----~ __ -_-_-_-_~_ ~--~----""-~-~----~_-_ ~_-___ ---'-__ -_-f"'~_-_f,~_-__ -_-_-~~'-~'=----·-·--·--· ------'-, ---~----~{ ' ,,..,,. • _t.126 .. 1..2).11' T ···700-- I i .L. 702-- 1 C&G, SW GOLDENROD D D -710- AVENUE 0 T SCALE i 20 -718·-··720-- 1· = 20' • f 10/05 MS 40 60 -722··· /:t/). ;\, l\ ,,-::::,,'._/JOIN EXISTING -- µ_---,--,.::'-----; • CD , d~ I • I •,~ "i l I I FIFTH AVENUE • C-3650 ., ' y 'ff!, v ..:; ' (! i----l--• i • ' ; i 1 i ) ' T r : 1 1· 11-~~-'· i l ---1-- r 25+!10.00 1H!RD A VE. = 19+il0.00 LARKSPUR AVE. ·---- -·'.i21 ·- ~ LARKSPUR AVENUE i I • I I, i' '' ;~ I~ .. Ii I I I: I I ". I -~ " '', ' l ·: ! ; ! ; I: I: I I: i: !~ ! ~' I' I I J i '' '' ' '' " '' LARKSPUR AVENUE L ' I 500 I -52(}- MARGUERITE AVENUE '' '' ii -6CO-- ' ·--+--.. /·· ., ... ·····-' i r ' I N 2, 165,092.21379 E 6,068,673.3993 SUR\IEY MONUMENT 2.8+10.19 1HIRD AVE. I ! i / = 19+00 MARGUERITE _J . ' . ·~-.,,...,.,,..,,...-=·==76:::/'."./t'/1~!-• .t[c:···tt'q'.c-,-: .. ::· ·=·======:-":'",;'"/:::":=:c-=~=======-=='"'.·"="'==;:;;,;;==!!s=i::, 11 :::~'>~ -. :h 'T'"rf'f-,+ ._, >...-,,, I '·-y ... , ! • ··: \ Wi ·\-'J ../.-, r;:----· -·-· 6"ACPd I ,, u 1@ -~7::7 \\ 1_: ! -! -.3211 28 I I I I J i I I i I i I '' '' " 'i . ',' '~-~ • -------·-·-" -I -- a' • ;:.o ---•-• -_,,.,, /✓- / ;-' I MARGUERITE AVENUE THIRD AVENUE REF.: W-5068-S, W-5072-S, S-5045-S L. -I --, SCALE 1" = 20' AVE. cor\JSTRUCTION NOTES PROTECT IN PLACE REMOVE PAVEMENT STRUCTIJRAL SECTION AND CONSl'RUCT 4°AC/4"CMB REMOVE EXISTING AND CONSTRUCT TYPE • A' CURB AND GUTTER PER CNB SID-182-L, WITrl Hl-lNCH WIDE GUTTER. ADJUST MANHOLE FRAME TO GRADE PER CNB STD-111-L ADJUST VALVE COVER TO GRADE REINSTALL PRIVATE CURB DRAIN IN-K!NO REMOVE EXISTING AND CONS1RUCT Al.LEY APPROACH. TlPE A PER STD-142-L C-3650 _, C, <D ····, I ... 1- SEE INTERSECTION DETAIL A / ON THIS SHEET ~--~✓/ ,.. """"" '"'"' -,,,,, ·,· /< ~"' "H c:: : ~ ~ • ~ / ca;;:::,::; ~.::::t,~:k ,,,_ I ~1 ! 1;-1:; '-~ :_ \ !11 004-~Z ~ z ~ t ~ Id. '·IJ.. , (-<.' \ , 1 I' 1 Om~ / en 5 CB 32 z O N=2,165,874.84 25+73.00 .II ', ,!, 1,. -· '32 -r-\32 7'f \ / ~ 0 z-. fil 15 ~ CB I " 6 n"s 935 36. V A'lGUE POINT 26+43.CO / '~'· \ ,(h1r·--·, : \i I ' C SE .H. 1,,.!J z O C, (T', 00 i=z lj1 / ~-,uo' • " 1 / T '~ (i') ,·\ /1)} ' ,\ , / , , ,,-CROVl~ LINE (2) "'5~ Y S~E g g: \,:./I " ai / ANG§tEP~, //-,By ;,.Yi->l?YA ,, . : ~ • ~ r7 ___ 22 14 / // f ~ ~ ,_ / ~LT .i~-1:<1+ ---_ _,;:.._ I'\ __ d, --~VAWI\.;L_t_ \ /'►.•· ... /'\ • .':'.! . ~"·,l ·1, ,t--/-¾ -c;1··/---·1a··v .. cpsi"'•"'""··· --A---------~"'~/---4'- .. _ ... "~ , L. "' 1, ._ ..... _ _ •..... 1 ·.· .... , . ····.'····=.--1/ . , ····v __ .. " . .. .. , ... ___ ., ___________________ -~---,-_____________ -"'-u.w_,,-.c .. _ _ __ •. _'. +5:;: -1 -~, -!•~':.>_::. ___ ·:-·=--=---=---=---::;:-_;_----:~-~-=-=---:;:':~-~-::/\fri::'.·>·": ___ ~_:.-·.· \1" ·~:t::_·~~-i·-·~ /:.~----:i'~·=---::-r~r-.::-,t-~--=-~---_: ___ E _____ ._~=ft~~ ~ .:.-zL~-1---------------=---~9-~+.:;L-L~~ iN -·•,H--·.:::::.:: -~ l . . ;!"',..,. ~ -9· ~ .l T--h. -·---L.·-·y--·~ ' I ·! ,/"l~,---'-'c ----?",,; -!" ---v·, "-•1,,/,'------~-r _,7· ~II/ " -·;, ---1;;;' ----N -t ---vr·-y;~ ·w·-~-r 1'/' : -( -: _i,{ """ -i --- 'r; ... -•• ./ l::c:r1-_-_--_-c-. '::.,'r ...:=:...=..::=:-...:.;:,'76 ____ 49·-25' ·,i-;.-;--i i::J 12 27 --\ ---·--" ----r,-2a•--'--4-~;-----71 2.9--i-----_/'"'------30 ---" ----:~ /t..----31--------, ~' ""32 -~➔ N -~~ -j +----.-, --c1"'~'1C----!-'-~---'@ -I-_...,__ -,l -~~1----'3::..---,-+-.,,--,·--~ --.-,----1 J ---b (.'.H t~ ;_' ... ,•-,.::··-~-:--'-oi-,, ---,\j-~--"' <:: •';,-\• ]\-· / ,"'-:•..-.o ,.._:/.,; ·--· ---.., ----t/ ~ :. t' 1 -··-··"'"-•01 --~~--· ~~-~~~!.;_.(. ,-,,,,-,:T-"=·--.,W···---~-~.'·:!.-.:·:~~j\,-:.~~-JL~.--.~:~-'!1_ ~' ~ ·,\'~,,._ !' -\~~~------''.~----;,_:'l~~-~;\---; _1~~,'~-"'_~---7;""-~-j_·:\.=-~"--H-V, -\•/ I 1 v.' 'u __ Vv •--~-~~···· :-f_,;-:·:1i\ !\\::>;::-____ 25+Q.QJ1.Q__ ---.--+------=-·,,c:.,,, __ 12"ACPWATER -:<~_\>~i~),~,,r=------ ..., -! 1' ' I :)'. ,l, ANGLE. POINT 1 'i \ \..'.'./'1 \ I I ~ ;-~::,~ \ ""' j:j :• 10 'I '{ ~ I,\.:.;:/ \ \', _., ' \ t, i l ,, ., 1 ' ~= ------==--= -,------I ,,, ,1 '\ i -: : \,_:s,w'/cu, AND JOIN ·---• ---: , : j ! I" ·· -s.i\wcur AND-JOIN --j : ~T J I '~3A_wcur ANLl_J".IN_ ,i !,_') I 1: :1 I LARKSPUR AVENUE MARGUERITE /\VENUE MARIGOLD AVENUE D D FIFTH AVENUE SCALE 1" = 40' j :-. I l ' ' ' ......... L .. ·i i. i ---\ I . i ' I I CONSTRUCTION NOTES CD PROTECT IN PLACE ® REMOVE PAVEMENT S"!RUCTIJRAl SECTION AN!l CONSlRUCT 4"AC/4"C•!B ® ADJUST MANHOLE FRAME TO GRADE PER CNB SID-111-L @ ADJUST VALVE COVER TO GRADE @ CONSTRUCT CURB ACCESS RAMP PER CNB SID-181-l-EI (CASE PER PLAN) @ CONSTRUCT ALLEY APPROACH TYPE A PER SID-142-l (MATCH EXIS11NG W) @ REMOVE AND RECONSTRUCT 4" PCC SIDEWALK SCALE 1" = 20' SECTION A-A N.T.S .. CROIIIN LINE __ !_ C-3650 -, ro d19\\\J' Pi\ ,,: e \J ~ GJ; U' J I ' •-;,-----+---+ I j_ ' I ·-+--1 .. I T ' -~-'---J-----r ---! I t--,e-~--1-----;--• .. -·\ i ' T ' I -1 • I I ' ~--~-~-l---L .... _}_~-s-~-~-~--.l 11 12 ------CAL :RANS R/tl -/04--708--- FERNLEAF AVENUE ... ,,......_. C0 13 -713--715-- F 0 i I -1--' i 1 ·--·-1. I _,_ i --1--;..."~t~--: -__,_,_ __ _ I i I -- --/1 /- SCALE 1" --20' 20 40 ------' - I . 72.1 FIFTH AVENUE REF.: TRl-12209, S-5045-S 10/05 MS AS BUILT 60 DATE BY 0£SCR!PTHl'! OF REVIS:ONS --!-..... ;--··-·1 ··--· 1 ,. , I ... ) . ···-1 I ' ·-i-. I ' ·-1-··--+., I i --·-! --j I I ' - m Af'!''D ····i i I ' -' -~-:-----1 i 0- -: · --i I I i ... , I COf\lSTRUCTIOl\l NOTES PROTECT IN PLACE REMOVE PAVEMENT STRUC"l'JRAL SECTION AND CONSTRUCT 4•11c/4"CMB REMOVE EXISTING AND CONSTRUCT TYPE •A• CURB AND GUTTER PER CNS SID-182-L, 111TH 18-INCH V~DE GUTTER. ADJUST MANHOLE FRAME iO GRADE PER CNB STD-111-L ADJUST VALVE COVER TO GRADE REINSTALL PRIVATE CURB DRAIN IN-KIND CURB ACCESS RAMP PER CNB SID-181-L-B (CASE PER PLAN) PRUNE TREE ROOT AND INSTALL TREE ROOT BARRIERS N 2,166,646.8894 E 6,067,792.8151 SURVEY MONUMENT 14+ 28.23 FERNLEAF A VE. = 1 o+oo FIFTH A VE. ' C-3650