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ORANGE COAST :,: CITY OF COLlEGE u <( COSTA w CD e; !;; :z MESA ~ "' i i:l 0 :, I-" " " ~ "' "' 8 < :z "' ~ I-a, :z \1CTORIA ::::, :,: 0 >-I- u 19IB ST, ~ I OC£,4N 0 -INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP REDUCED SCALE SYMBOL LEGEND -0-POWER POLE SSMH @ MANHOLE 'tf FIRE HYDRANT □ VIM WATER MffiR BOX & SERVICE 0GM GAS METER --0--VALVE POWER POLE ANCHOR MONUMENT -x-x-x-FENCE BLOCK\'IALL TREE SHRUBBERY """ _,,. .,,, .,,,_ ASPHALT PAVEMENT : : : Ii I ;:;:;:::::::::;:: BRICKWALK r,.-_: ·.::: .. , ·:I CONCRETE ~t<ttttttta BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ___ <;_ ___ CENTERLINE ___ -5 ____ SEWER LINE --------WATER LINE ------GAS LINE -E--POWER LINE -TEL -TELEPHONE LINE -TV__ CABLEVISION LINE -SP__ SPRINKLER SYSTEM :0: -,,- STREET LIGHT SIGN ~ ! ~~~ ~ g<::l ~~4f <:f· e ,::,"> $ ru CITY 'l' ~ OF CD IRVINE ~ % U11 ~RSI TY "' 'ii, EV/PORT a:: ~ ::::, BAY F= U.C.I. CIT a:: < c., ~., 4 ~ Ill), RD. PROJECT LOCATION ABBREVIATIONS & ABAN APIVA AVE AV/WA BC BCR BM C&G 11. CONC CONST DIP DI DEG □IVG E E/0 EC EL/ELEV EP EXIST FH FL FS FT GB HORIZ INT INV L LF LT MH MIN MSL MV.O N N/0 NTS OG PB pp PROP RCP RD REO RT s SD SHT ss S/0 SEC SPK ST STA STD STL TC TEL TRANS VERT VI W/ \'1/0 AND ABANDON;ABANDONED AMERICAN PUBLIC WORKS ASSOCIA llON AVENUE AMERICAN WATER WORKS ASSOCIA llON BEGIN CURVE BEGIN CURB RETURN BENCHMARK CURB AND GUTTER CENTERLINE CONCRETE CONSTRUCT DUCTILE IRON PIPE DUCTILE IRON DEGREE DRAVnNG EAST EAST OF END CURVE ELEVATION EDGE OF PAVEMENT EXISllNG FIRE HYDRANT FLOW LINE FINISHED SURFACE FEET GRADE BREAK HORIZONTAL INTERSECllON INVERT LENGTH LINEAL FEET LEFT MANHOLE MINUTE;MINIMUM MEAN SEA LEVEL METROPOLITAN WATER DISTRICT NORTH NORTH OF NOT TO SCALE ORIGNINAL GROUND PULL BOX POWER POLE PROPOSED REINFORCED CONCRETE PIPE ROUND REQUIRED RIGHT SOUTH; SLOPE STORM DRAIN SHEET SANITARY SEVIER SOUTH OF SECOND SPIKE STREET STAllON STANDARD STEEL TOP OF CURB TELEPHONE TRANSlllON VERllCAL WEST V,11H WEST OF EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUlHERN CALIFORNIA GAS COMPANY SOUlHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEV/PORT BEACH (UllLITIES) COUNTY SANIT A llON DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, AFTER 6: 00 PM 542-3975 720-4040 1-800-422-4133 I F"OR PUBL~C WORKS DEPARTMENT COMMUN~TY OF BEACON BAY AODO NOO 79 STREET9 DRAijNAGE9 LijGHTijNG AND UTijLijTY ijMPROVEMENTS C=3211 APPROVED: __ __::::::±::::s::::'.::::~U/4::::..._::.:,&£~..::_:: _______ DATE: DON WEBB R.C.E. 16791 PUBLIC WORKS DIRECTOR N. T.S. Jr----_ 1-------1~ ....... IVE HARBOR ISLAND DR I~ ,-1!;? 0 1-:- LL I~ ,-'- 'O' LL w II IU:: I-w u 1-,, => -12' u w I~ BAY DRIVE NEWPORT HARBOR I~ Ct I~ I> RECOMMEND APPROVAL v4,.. ,,;!}a.,-,ut..-- ,__~...___. __________ ~...___, 'UTILITIES SERVICES MANAGER R.C.E. NO. 25553 DATE :]./,-4/ DATE BY DESCRIPTION APP'D REVISIONS RECOMMEND APPROVAL k~ 1RliNs.&~0SERVICES MANAGER R.C.E. NO. 22045 DATE (l,,(p.,.,..h IS, ;l 00/ DESIGNED DRAWN K.M. R.S. CHECKED OA TE SRL 5/10/00 GENERAL NOTES 1. ALL WORK DETAILED ON lHESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. EXCEPT AS OTHERV~SE STATED IN THE CllY'S STANDARD SPECIAL PR0"1SIONS, OR IN lHIS CONTRAcrs SPECIAL PR0"1SIONS, BE CONSTRUCllON IN ACCORDANCE l\11H lHE "STANDARD SPECIFICAllONS FOR PUBLIC WORKS CONSTRUCllON", 1997 EDlllON, AND SUPPLIMENTS TO DATE. 2. EXISllNG UNDERGROUND UllLillES ARE SHOV,N AS PER AVAILABLE RECORDS, lHE CONTRACTOR SHALL BE RESPONSIBLE FOR 'v£RIFYING lHE ACTUAL LOCAllON AND ELEVAllON IN THE FIELD PRIOR TO BEGINNING CONSTRUCllON. 3. ALL EXPOSED CONCRffi SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. INDEX OF SHEETS 1 llTLE SHEET 2 TYPICAL SECllONS 3-9 LAYOUT 10 CONSTRUCllON DETAILS SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. 11-14 DRAINAGE PLAN AND PROFILE CONSTRUCT! ON NOTES [TI CONSTRUCT 3" AC ON 4• AGGREGATE BASE COARSE III 6" CURB AND GUTTER TYPE A PER CITY OF NEV/PORT BEACH STD. PLAN 182-L I}] 8" CURB AND GUTTER TYPE A PER CITY OF NEWPORT BEACH STD. PLAN 182-L [I] ROLLED CURB AND GUTTER PER DETAIL SHEET 10 I}] CURB RAMP PER DETAIL SHEET 10 [I) CATCH BASIN TRANSlllON PER DETAIL SHEET 10 [I] CURB TRANSlllON PER DETAIL SHEET 10 []) DUTCH DRAIN PER DETAIL SHEET 9 l!J INSTALL NEW VALVE BOX PER CITY STD. 511-L lillJ MASONRY PLANTER \VALL PER DETAIL SHEET 10 ITIJ REMOVE EXISllNG ~ ADJUST TO GRADE ~ TO BE REMOVED BY OlHERS ~ PROTECT IN PLACE ~ CONSTRUCT SPEED HUMP PER DETAIL SHEET 10 ~ RELOCATE IIT] SOUlHERN CALIFORNIA EDISON LA \IN AIRE POST TOP STYLE 70 WATT LIGHT ON 17-FOOT POST BY OTHERS ~ PAVEMENT MARKING "STOP" PER CALTRANS STD. A24D w/12· vnoE LIMIT LINE (WHITE) PER CALTRANS STD. A24E lEG[NlvS, LIM/! L/!Vc5 / s-roP TO BE. TI-IERMOPLA5T/G ~ PCC CROSS GUTTER PER CITY STD. 185-L MODIFIED WIDTH AS SHOWN ~ PAINT CURB RED AS SHOWN @] CONCRETE CROSS WALK PER DETAIL SHEET 10 ~ CONCRETE STEP PER DETAIL SHEET 10 ~ GA TE AND ENTRANCE LIGHllNG CONSTRUCllON PER SEPARATE PLANS ~ CONCRETE MOW STRIP PER DETAIL SHEET 10 ~ 6" CURB TYPE B PER CITY OF NEl'IPORT BEACH STD PLAN 182-L ~ 6" CURB AND GUTTER TYPE A. V~TH MODIFIED 1" DROP PER CITY OF NEV,!'ORT BEACH STD PLAN 182-L ~ CONSTRUCT CURB OPENING CATCH BASIN CASE B PER CITY STD 300-L-A llij CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD 304-L IDj CONSTRUCT MANHOLE NO 4 PER CITY STD 308-L ~ CONSTRUCT JUNCTION STRUCTURE NO 2 PER CITY STD 311-L ~ CONSTRUCT JUNCllON STRUCRURE NO 1 PER CITY STD 311-L ~ CONSTRUCT TRANSITION STRUCTURE PER CITY STD 315-L @z] CONSTRUCT INLET PER DETAIL SHT. 14 ~ CONSTRUCT OUTLET PER DETAILS SHT. 14 [iQ] CONSTRUCT INTERMEDIATE PIPE SUPPORT BLOCK AT PIPE JOINTS PER DETAIL SHT. 14 @] CONSTRUCT CONCRffi COLLAR PER CITY OF NEl\!'ORT BEACH STD 313-L '~R 'REGISTERED CIVIL ENGINEER BENCHMARK: ORANGE COUNTY BENCHMARK NB43977 ELEV. 8.557 1977 IN THE SOUTHEAST PART OF THE INTERSECllON OF BAYSIDE DRIVE AND HARBOR ISLAND DRIVE, ON lHE NORTHEAST CORNER OF A 4.3 BY 4.8 FOOT CATCH BASIN, ABOUT :l8 FEET SOUTH OF THE APPARENT CENTERLINE OF BAYSIDE DRIVE, ABOUT 64.6 FEET EAST OF THE CENTERLINE OF HARBOR ISLAND ORIVE,ABOUT 12 FEET EAST OF THE EASTERLY CURB RETURN, 0.8 FOOT BACK FROM FACE OF CURB, SET I\ITH EPOXY, FLUSH I',ITH THE CURB AND WALK ;11;/41 DATE WILLDAN 2125 E. KA TEL LA A Vf.., SUITE 200 ANAHEIM, CA 92606 SHT I OF 14 z C!) z ~ a: D / I I I I • I I I I I : I I I I I I I I I I I I ,--------,4 I & I ii' S I "' I z ~ § I ~ 8 ~ I ~ ~ I ~ ~ ~ I !;;; ~ ~ ( rr rr - 5'. l!s i I rr rr 8 ~ ~ I g I 0 ;; I ~ I ~---~ I l[l ir r r ., , -..'J ,~' r-C"I I I{) I \ I IJ ('(_ [[ LU [l] ~ :J z fl ,- <! z rr 0 ~ " 4 0 w z rr ~ < a ' 0 rr " ro z , 0 I I I I I I I I I I I I I I I I I I I I I I I I § I ~ I ~ I ~ I ~ I ~ I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------~ "' \" ~ ----------~ --< C ---------------------------------u ~ i)s i§ C --- SAWCUT & JOIN EXIST EXIST 6' HIGH BRICK WALL EP VAR 14.7' TO 17' >-:::, '-" 0 z "8 ct EP 11.5' 3' r· J,YP. OG I -FINISHED SURFACE EXIST CURB Pcc cRoss--J I ~ GUTTER I VAR 0.20% T ---i -----.,,;;, 1.50% I ' • • ' •• c-:_~.:l 88 LEDISON CONDUIT - 3" ASPHALT CONCRETE t-- 4 • AGGREGATE BASE COARSE ~ GROSS- GUTTER - ~ "-:,;,;: TYPICAL SECTION BEACON BAY DRIVE STA 7+26.00 TO STA 8+53.40 NO SCALE 8" SEWER 17' 11' 16'± >-:::, '-" 0 z EP 3' '-8 -FINISHED SURFACE n I C 0.40% PCC CROSS_/ GUTTER TYP. rOG I _ ----Ll~~R 1.31% TO 1.50% 4' :!l-• C • do 00 fEDISON CONDUIT 3" ASPHALT CONCRETE 4" AGGREGATE BASE COARSE - - TYPICAL SECTION BEACON BAY DRIVE STA 8+53.40 TO STA 8+96.91 NO SCALE 8" SEWER SAWCUT & JOIN @ EXIST EP DRIVEWAY VAR SAWCUT & JOIN @ EXIST EP VAR TC VARIES 16°-22.47' VAR 10.3' TO 12.2' ' 8' TYP. , t- :::, '-" I (;>I ,o I z 3' ~o 3' (.) MIN TYP. VAR --~Tt-----,..[OG ____ -----· PLANTER WALL ~ti_~;=f~88~~ FINISHED SURFACE VAR 1.00% TO 2.32% PER DETAIL SHT 10 ,,----......,_ HEIGHT VARIES ' SEE PLANS TYPE A CURB & GUTTER PER CITY STD 182-L -EDISON CONDUIT -3" ASPHALT CONCRETE -4" AGGREGATE BASE COARSE - STORM DRAIN SEE DRAINAGE PLANS TYPICAL SECTION BEACON BAY DRIVE STA 8+96.91 TO STA 19+27.00 NO SCALE PREPARED IN THE OFFICE OF EP WILLDAN SAWCUT & JOIN @ EXIST EP DRIVEWAY VAR VAR SAWCUT & JOIN EXIST DRIVEWAY TC 3' TYP -------i....--- VAR ROLLED CURB / & GUTTER PER_J DETAIL SHT 10 TC I VARIES 12.5' TO 17.5' >- :::, (;>I 0 z ,' TYF.' " 0 (.) 12.5' _j - FINISHED SURFACE I LOG VA<> 1.50% TO 1.81% - ' 88 ..,_EDISON CONDUIT TYPE A 3" ASPHALT CONCRETE '--CURB & GUTTER -4" AGGREGATE BASE COARSE PER CITY STD 182-L ~ 12.5° FINISHED rSURFACE TYPICAL SECTION CUTTER ROAD NO SCALE 12.5' Lv!!_1:J.D% To 3.70% 88 ~EDISON CONDUIT • ••• •• -3" ASPHALT CONCRETE -4" AGGREGATE BASE COARSE - TYPICAL SECTION KETCH ROAD, SCHOONER ROAD, YAWL ROAD NO SCALE CITY OF NEWPORT BEACH •• EP >-:::, (;>I 0 z 8 SAWCUT & JOIN EXIST DRIVEWAY VAR TC 3' TYP 88 I SAWCUT & JOIN EXIST = _ ..Pfil~WAY.. VAR L ROLLED CURB 1 & GUTTER PER EDISON~-DETAIL SHT 10 CONDUIT .. C-3277 2125 E. KATELLA AVE., SUITE 200 ANAHEIM, CA 92806 APPROVED ~ J,,-« • ., t---+---1----------------+---! ~U.Z.IlH DA.lE 1----+--+----------------+----IAPPROVED~~ 3.,q.o\ TYPICAL SECTIONS PREPARED UNDER THE SUPERVISION OF ~~THERS 58063 RCE NO. .,/1,/41 7 DATE DATE BY DESCRIPTION REVISIONS APP'D DESIGNED KM CHECKED SRL ~ ENGt.llR DAU:: DRAWN RGS DATE 5/10/00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DWG NO. R-!i 7(,, 7-S SHEET 2 OF 14 . . • . i i i I j I ~ !r A 1+b" hn ! i 1 ' i i I ! 1 l I 1 1 ; • i L 1 ! . I I ! I I I J I I i i I i I I ! • s,.~~~,.s:~r-+i_G+-L-+-+-+-+-+-+-t-+-+----1i--r·-t-1 -t--t--t---t--t---i-i-t-;!--,,-t-1 -t--t--t---t-ti--t-t--i~·'-1· i--i--;-i -t--t-' --t-t-t-t--,l----1,--H-t-+-I -t--tt--+---+---r.?;&-+i-+-Gl!J:m""-t--t-t.nt-i-...,iilr+"+~lt-t-rt-t-t-+ ,1 -+i-+-t--+-J-j_jl-l-l--l--l-+-+-+--+-+++++++-1--J-· --+-+--l-l-1-i--1 l-l-+-+-+-+--+-+-++++1 -!--+,, -+--l--+-l-J-j-jf-f-l--1 -+-+-+I -+-+-t-t-1r-t-t-t-t-i1, "<"r1EL1 .s~l±i!c) ! : ! i ! I , i O i= I · ~ ~ ~ 1 c:-J . • ! I f I j , J ! I s ~ 17+ "1. ~ i I i I [ i i i I j !2 ~ ,l-:-' ;:.rit:t--t1 --"'t,";;:-t-t-i!O-'i.lH--l./~.t-li-f-f-t-t-t-t-+--+--+-+--l,-1--11-1--1--!--l--l-+-+-+-+-ll-l-ll-l-l-l-l-.J--l-+: -+-I --+--1 l-l--l--1--1-+--l-1-+-!-l-l-l-l--1-+1-+-+l-+1-l-j-jf--l--l--l--l-+i-+'-+-+-t-1~i-i-1-(.lt-o--<lt-mti1: itEE g 52 t 11, _ 1 STA 7+:'92.53 EVC i i ! I i i I i I ' I I ! I 0"'+ ~S ±1,,,iiE~-+<J--+;:j=-+-+-i+3:1~"''31+.'!i.1~-jl-i-l--1-+--l ---+---+-+---+--+--l--l-l-ll-l-l--l-.J-.J-.J-+.--l---l--l-l-1:...._;l-l-l--l---i--i--l--l-W i ' i I . I , , .02 c El-.3~ ! I i ! I I : ·i )-QG TOP, o L~FT/ cyR f\ I ;; .J. ·~ i:il,c:, r;: . t '7 i,.; Q' i ! I I 1 1 ---: ~ 1-4.84%1. i I i x r" , 1 FINISHED SURFACE @ , 1 • • i ~-t-1 -i--i--t---t--t--f---1-r-t--t--t--t---t--t--t--+--t--t--t--t--t--t,--,--t--:• _-t--t---l----1 i i • g TI ,..., -' -~ I ! , I/ i i ! l $. ' i~ ~El}CON BAY D~IVE! ! i I I I [ Cl) r;n ' i I ·. i l--l--+---+--1---1--1-1-1-1-1-J.:.'-1---+--1---1---1--J-ll-l-l-1-1-.J-+-+-+-+-++++-t---+-+-+-+-t~~ri__,i-i-hs ; ~ ! \ ; ;·-: ; ! ; t : : - • • • ; ,, I : i I m : I I i-~ -: ---r i I ; i-+ - - -~ :---.L .... :__.,-! I -• • -• +i l f l-J-"1-.1-+-+-+--+-+,,,-11-1--1--J--l.-.1-+-+--l---l---l---l---+-l--l-l --l---1---1---l!--1~1-1--1-+-+-+-+-+--l'--;ii+OJ-1j:-1-1--h:'!I_ ~-t-t--t!-ili~~;J-i-':"j· r!-i --t-1 -l-1 --t! -ti-t--t-tl--/i-1':--i· -1'i-(i-t-rt-11-t--t--1-:-i---t--r:--t--i--t-;i-,--j--,-'i :l'-·t-t---t--+--+--+--li---1:-if----1-1:"'1--+l -t-i -+1-+-+--+--+-"'~'ll---f-'~~-t--t-+-+1,--t---+-n-;.;,:......:,t-+-1f--f....-l--l--l--+-+-+-+-+++-+--+-++-+I -+: -+-+i---+-+1-+l-+--l-1-11-I -I I , I i ... -I . i • ail cg ... ~ 1 I I -I l I -• ~ iii 1 -:·, .L !;\;:;Ji! '1~1 'i~, I! . I, i, i1I ...!. l ~-i i I' I ! I I i i i i I ' u (/1 ... i I I ' , ., II 11 ,, ' .i ' 11 'I l l ,_ I ! 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PLAN 182-L CURB RAMP PER DETAIL SHEET 10 CURB 1RANSl110N PER DETAIL SHEET 10 MASONRY PLANTER WALL PER DETAIL SHEET 10 REMOVE EXISTING lg] ADJUST TO GRADE ~ TO BE REMOVED BY OTHERS PROTECT IN PLACE . NUMBER DRAWING NUMBER SD NCJ 14 R-57r;,7_5 C-3z_,7 ~-.......-. DRAWING NUM1~ p/avi i f,, ,·~ ~4-DRAWING B "--4..LJ,1,\ 6""-y I • IRVINE, CALIFORNIA PLAN HOLD CORPORATION • IR\1iNE, CALIFORNIA REORDER BY NUM□ER O75AR MBER 075AR --tl~J0~TIIISl!NE • ~()S1TI(}~ lu~[ L'I r~;~I UN IHI> Li-~! 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'. -- -.. 10 SCALE 1" 20' I I o· 20· CURVE DATA CURVI RADIUS DELTA LENGTH NO. (FT) DEG MIN SEC (FT) G) 5.00 89 55 58 7.85 ® 5.00 90 04 02 7.86 --• ' TANGENT (FT) 4.99 5.01 . "· w z <( 1-(/) II 1 11 87 LF CURB ~za <( (!) 0 t-w N (/)ID~ ID "' 0:::, au cia "'w +<>: ;:!: (/) 15 • IOP3>Ei::EH~URB • 5 I I ! I I d_ 0"' Ol-r-: (/) <C:;:: 1-+ Oil: :::: ::: 0 <(00 1-z N C/1w~ ------ 12 10 SEWER 1 ·MH· · · · · --·· .12+00~_ D.. D.. I') 10 11 2 MO% "' u ID I') OJ PROFILE HORIZ: 1"=20' VERT: 1"=4' 13 --~ --···----·--· ---·-----~ ... -~------~--------·-------- STA 30+21.00 BCR 12.50 RT BEACON BAY DRIVE 14 Stf-::VC = 5 0 D.. <C :::; c,; <( "' "' +~m .... "' ~ 0:::, ' <(OU I 1 1 t-cci,,I .-----. en T"" ~ ,.;:, 10 11 ID "' :::, u ~ 0;5 2 2 STA 14+90.0D END RED CURB . ---- -!.Lf 15 w z _J I u..j' 1-u_ <(o ::E "' I 1- W ow o:c . (/) Ow Ow +en I!) <( 1-(/) 3 LF=~ CURB 10 11 [TI []] @:I ~ @I !ill ~ [j] l!:±1 ~ [)11 ---- -----------------··-·-·--------·-·--------------·-·-----~----" ·--·--~---------- 16 CONSTRUCT! ON NOTES CONSTRUCT 3" AC ON 4" AGGREGATE BASE COARSE 6" CURB AND GUTTER TYPE A PER CITY OF NEWPORT BEACH sm. PLAN 182-L CURB RAMP DETAIL PER SHEET 10 INSTALL NEW VALVf. BOX PER CITY sm. 511-L MASONRY PLANTER WALL PER DETAIL SHEET 10 REMOVE EXISTING ADJUST TO GRADE TO BE REMOVf.D BY OTHERS PROTECT IN PLACE CONSTRUCT SPEED HUMP PER DETAIL SHEET 10 SOUTHERN CALIFORNIA EDISON LAWN AIRE POST TOP STYLE 70 \'IA TT LIGHT ON 17-FOOT POST BY OTHERS PAVEMENT MARKING "STOP" PER CALTRANS sm. A24D w/12" l'llDE LIMIT LINE (WHITE) PER CALTRANS STD. A24E PAINT CURB RED AS SHOWN @] CONCRETE CROSS WALK PER DETAIL SHEET 10 ~ CONCRETE STEP PER DETAIL SHEET 10 ~ CONCRETE MOW STRIP PER DETAIL SHT 10 == = :e ~oFESs, = i ~ R Lt~ _ 0 ,._<v NO. w PREPARED IN lHE OFFICE OF WILLDAN 2125 E. KATELLA AVE., SUITE 200 ANAHEIM, CA 92806 CITY OF NEWPORT BEACH : c 0 058063 "' ~ :: ~ SJ PREPARED UNDER lHE SUPERl'ISION Of t---+---+-------------------+-----t APPROVED ~;;;:::_'¼•.:.,,ti I EXP. 5-30-02 DESIGNED DRAWN u GI ,~4 ~ 58063 S/4/41 DATE BY DESCRIPTION APP'D KM RGS I): EN • 7 "'lDAlE z R. LEAlHERS RCE NO. CHECKED DATE STREET RECONSTRUCTION BEACON BAY DRIVE C-3277 FROM STA 10+80.00 TO STA 15+00.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 14 I ALL DIMENSIONS IN FEET UNLESS OTHERWISE NOTED REVISIONS SRL 5/10/00 --------------------------------------------------------------.!!----------------------------.!!----------------------...a..;;.;.;;;;. ___ _,1,,...;......;.. ___ .... _____________ _,1,, ______ --1 X I: 0 3: m z en 0 z en z ,, m m -f C z r-m en en s ::i: m ~ 1ii m z s 0 " @1@1@101 js. j -V -V .• SEE SHEET 4 OF 14 STAI5+00.00 -MATCH LINE ,. I 11 ·1 -;-] ! 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'-~ 58063 s/14/21 DATE BY DESCRIPTION APP'D KM RGS la ~,£: OF C/>l.,l<O~ R.I..EAlHERS RCE NO. / '1iATE CHECKED DATE t---+----t------------------t---1 ~~ DAlt STREET RECONSTRUCTION BEACON BAY DRIVE FROM STA 15+00.00 TO STA 19+25.14 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT i ALL DIMENSIONS IN FEET UNLESS OTHERWISE NOTED REVISIONS SRL 5/10/00 -l----------------------------------------------------i.-------..1..---------------!!.------------------...... ----............ --...... --------------------SHEET 5 OF 14 X (!) z ~ 0: 0 0: / ~Cl-~r- :J ZC (!)<_ z la 0\/) 0: LJ.J [D ~ :J z I . , } en. ~ v d w cO -= ---= i I i I \ -·. , - . --·-• -. __ ., ·--·-----·-·~-· - 20 STA 20+00.00 C q;_umR ROAD = STA 10+39 . .)2 t 81:.ACON BAY DRIYI:. "C" NAIL @ INTERSECTION 21 ' '"" ·--" -,=,a0:26%" :·,-.--:·::-.-::- ---·------·---------- -- . =J w . . 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PLAN 182-L CURB TRANSITION PER DETAIL SHEET 10 MASONRY PLANTER WALL PER DETAIL SHEET 10 REMOVE EXISTING ADJUST TO GRADE TO BE REMOVED BY OTHERS PROTECT IN PLACE SOUTHERN CALIFORNIA EDISON LAWN AIRE POST TOP STYLE 70 WATT LIGHT ON 17-FOOT POST BY OTHERS C-3277 CITY OF NEWPORT BEACH APPROVEn q&. l----1----1-------------------1-----l tnn~Et.u.::·.m1 STREET RECONSTRUCTION CUTTER ROAD l---f-----lf------------------1-----IAPPROVED~"""""' 1-14-01 DATE FROM STA 20+00.00 TO STA 23+83.00 ii >, EXP. 6-30-02 ""-~ ~ .-.,. --r. ~-DESIGNED DRAWN j ~ ¾:v,l ENGi~,-..¼-2 _ --58063 5'11(-1 DATE BY DESCRIPTION APP'D KM RGS CITY OF NEWPORT BEACH ~ '<op C" 1~0~ ,~THERS RCE NO. 7 □AlE CHECKED ~ .... _A_LL_o_IM_E_N_s_Io_N_s_IN_FE_E_r_uN_L_E_s_s_o_T_H_E_R_w_1s_E_N_o_r_Eo ___________________________________________ 1-____ ~ ____ .!!.,. ___________________ 1.... _________ R_E_v_1s_1o_N_s _________ ...1.,;::SR.;,:L;.... ___ i.;~;,:./.;.~~~/:.;0;;;0;.__..1... __ P_u_s_L_1c_w_o_R_Ks_o_E_PA_R_T_M_E_N_r __ ..1.,s_H_E_ET_6 __ o_F_l_4-1 z (!) z ~ 0: 0 0: Ll.let-(Il I'- ~ ::i ~~ z ~ o: D 0 \fl 0: Ll.l (Il ~ ::i z ) ~ co ~ <S <\J cf) I I .., 0 _. = (.I) 0 II )> Nr 0 fT1 . . -- . ' -_- KETCH ROAD "c" NAIL @ INTERSECTION ANGLE PT. JOIN EXIST (EL 7.40±) 30 w w I IC/l N + 0 I'") <i 1-U) ::l ~ = &lA:c-30£6 O,OOc:GEE - ... ,,Etc?C:.43: ;;;;J -4,t 31 J_ -.,... -r . - . M C!) .. 0 = WESTERLY (LEFT) CURB filZ% ·-_' . • fjt,l!SHED=:Sl:!RRACE, __ • • ·@ +::J{EICR:RCTAD · • "' . -_J' ~-1.r.,1 .... - _, __ -_,,,.... "' ~ -~ ' --==-r,,; .... -;. ______ -.:in -.. -ID -+ - ::;TA='.32iF15:.db= GB~=isc.i=:=="'"')t . .fil ~ • •. =!" ·-Et '7:67:'c -GJ ••• ... ~ ./'· ··• -.-1, -.~. -.. --1 t--.. -. -< -t-fi{.-· --·----.--- w -n,~ 32 2·-0· r'ARI > TV ,..,.,, / 33 \ 'i°2' CABLE TV 3~0 ,_J r CENTERLINE KETCH ROAD ~ + / 32+00 SAWCUT & JOIN 1----;l;:----.Ex1s io cs ~ 3 00 I -+- SAWCUT & JOIN EXIST 4" PCC 4" PCC 1-w ..J z SAWCUT & JOIN EXIST ... io cs ~ -------------,I--~----·----,- Ii i ~-I c~ c= ' I EASTERLY (RIGHT) CURB ----"C" NAIL @ ct KETCH ROAD ,xS'FA=53+'fl:FOO _ " t,iGtt:::E.Ql!:,IJ -ELE,45 -· r---::' I ' I . ,,, 1 MODIFIED 4 j/ GUTTER + j l ; i i" o'STA."'33+15.70 ' i ~ ~ ANGLE PT. ! 12.50 RT. 34 LIGHT 17 [II 8] [§] [] [ill ll1l [j] I!!] [)] ' ., . , CONSTRUCT! ON NOTES CONS1RUCT 3• AC ON 4" AGGREGAIT BASE COARSE ROLLED CURB AND GUTITR PER DETAIL SHEET 10 CATCH BASIN 1RANSITION PER DETAIL SHEET 10 CURB 1RANSITION PER DETAIL SHEET 10 REMOVE EXISTING ADJUST TO GRADE TO BE REMOVED BY OTHERS PROITCT IN PLACE SOUTHERN CALIFORNIA EDISON LAIIN AIRE POST TOP STYLE 70 WATT LIGHT ON 17-FOOT POST BY OTHERS ;_ ----~----_,_ -----~---------- C-3277 ::: :::: -~ FEBt = RL~ ~ NQ PREPARED IN THE OFFlCE OF CITY OF NEWPORT BEACH WILLDAN ::: o o, 058063 <fl "' •---+--+-----------------+---1 APPROVED :: tu ,., PREPARED UNDER THE SUPER"1SION OF I o: EXP. e-3o-;c DESIGNED DRAWN 2125 E. KAITLLA AVE., SUITE 200 ANAHEIM, CA 92806 ~ ~THERS ~~6~0. fat:-r: DATE BY DESCRIPTION APP'D ~HMECKED ~;;E STREET RECONSTRUCTION KETCH ROAD FROM STA 30+00.00 TO STA 33+23.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT I -57~7-'? DWG 0. . ~ S NO REVISIONS SRL 5/10/00 -ALL DIMENSIONS IN FEET UNLESS OTHERWI E TED =L:::..:.::.;;::.:::.:::.:.::~:..:.=.:.:==::..:..:.:::..:.:.:=:.:.:.:.::::.... _______________________________________________ L ___ _: _____ ,L ____________________ L _______________________ ...1,.;;:,;;;;.. ___ ...1,.;.:..;.;;,:~;_-...1. _______________ ...,:L....7,i------i SHEET 7 OF 14 CJ z ~ a: □ a: w m ~ =i z I I ---= ii ~ :e = ---= -- --. --- q_ _., = (/) 0 II )> N' or'l - - . ·-. ' • ---. ----. -·. 5-------.... ,_ 40 --t l1.. 0 LO f- UJ L1J ::c en w L1J en w z __J ::c u f-<t L INLET 14 z C/l ..,: 0 CD "! r ~uz "'>--+ ..,:_O >-- 0 u .t-....J .... -Z'Vl 0 __ z.,, ..,: '--' :«: ;c wa:c... cnCDi;---..- ' -o -1Xl ----5 . "' . ------= ---· -. OFOFWESTI:RE:¥= ------ -_,u ;:#-N1£i=-rt=cURB --:_ cc .. · _ •✓-•~~~1,+sO.OO--GB_. ::G 41 42 l OJ-<.t•f,C . •c• NAIL @ ct_ SCHOONER ROAD R Lt;. NO. tF ,,,---~-- co =:-::=i,;. ~ w~ PREPARED IN THE OFFICE Of WILLDAN - -• ... ,.as% SAWCUT & JOIN EXIST 2125 E. KA lELLA A Vf.., S\JllE 200 ANAHEIM, CA 92806 - - S:f'.A--43+00.0I\ 'ANGtC:-=POIN E~. 8;'l; - -- ... - -- STA-:.4;3•~06:60 ----· ------ END CONSTRUC-TION:: ____ = ·-: __ :· -_;_ £s.iSC:1ec -- ·-.. . ---. ·-- •• -~-:ci:_:_;:i~,-FL••~--~-~-~-~-~~~-~~~~~~-=-=-~~~--~=--~~~~~-~=--~~~~--~::::_::::_ -~~~i:-::::---•~-~-~~~'-- _-:_: . . ~~~;'7s%r-·· • ------ 43 "C" NAIL @ ct_ STA. 43+D2.00 MODIFIED GUTTER LIGHT 1 - CONSTRUCTION NOTES [I] [±] I]] [z] !ill !ill [TI] ~ Im CONSTRUCT 3• AC ON 4• AGGREGA 1E BASE COARSE ROLLED CURB AND GUTlER PER DETAIL SHEET 10 CATCH BASIN TRANSITION PER DETAIL SHEET 10 CURB TRANSITION PER DETAIL SHEET 10 REMOVE EXISTING ADJUST TO GRADE TO BE REMOVED BY OTHERS PROlECT IN PLACE SOUTHERN CALIFORNIA EDISON LA\'m AIRE POST TOP STYLE 70 WATT LIGHT ON 17-FOOT POST BY OTHERS CITY OF NEWPORT BEACH STREET RECONSTRUCTION SCHOONER ROAD C-3277 058063 Ill ~ "' PREPARED UNDER THE SUPER"1SION Of APPROVED t---+----+--------------------t---, FROM STA 40+21.00 TO STA 43+00.00 ~ EXP. B-3 o-o2 ~C___/2 DESIGNED DRAWN f ENG' ,__,,~ 58063 5'/24/4/ DATE BY DESCRIPTION APP'D KM RGS ~ F CM-I~ R.I.EATHERS RCE NO. ; OAlE CHECKED DATE .s ALL DIMENSIONS IN FEET UNLESS OTHERWISE NOTED REVISIONS SRL S/lO/OO CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7r,,7_s DWG NO. SHEET 8 OF 14 =L---------------------------------------!------'--------------'---------------.i..;;;.;;;...__-.1....;......;. _ ____,1....__ ________ .i..,_ ___ -9 ~ z ~ a: 0 a: UJ .CD ~ "':J I I I 0 . . .. -- z u.. 0 0 ~ GJ C/l II " (j) 0 II )> N' 0 (Tl 50 \ _____ .,_ ------... -------·----· --· 51 , ... - . . . -. -.. . . ,, . . 52 ,.. -. . . .,_ '• ..... -·- " "" ---- . -· -., -- . . " . -. -. SO!fllNUE::GlffIER , • •• AROUND=.EXIST=P~l:AS'fER=. ,------ E~-?c~!> . ' ... 53 CONSTRUCT! ON NOTES CONSTRUCT 3" AC ON 4" AGGREGATE BASE COARSE 24"X24" BROOKS JENSEN-, CAST IRON BICYCLE SAFE FRAME AND GRATE z 0 -H --, "! 0 0 z Ol <( III I}] I]] I]] [z] 8" CURB AND GUTTER TYPE A PER CITY OF NEWPORT BEACH STD. PLAN 182-L ROLLED CURB AND GUTTER PER DETAIL SHEET 10 = = OR EQUIVALENT 2" LOOSE FRAME _J PAVING NOTCH (STANDARD) 12" AGGREGATE BASE COARSE 2'-10" .-: .. ~8' SAND 16" 2·-10· ..J ::i::: u ~ L YAWL ROAD PREPARED IN lHE omCE OF + C!) I-N ~}-J "' (.):::, (.)0 .;_ o~"l I-Z<C<D C/) L&JC/)..-- >-' (/) X w z 0 0 --, CJ:? o en ~ z u.. ~<Cl-rt) ""t-a: m "' :::, . (.) 0 (X) .;_ ~ r--• I-<( • _,J C/) C/)~ ~ I[] [ill [g) ~ 1!31 Im ~ CATCH BASIN TRANSITION PER DETAIL SHEET 10 CURB TRANSITION PER DETAIL SHEET 10 DUTCH DRAIN PER DETAIL HEREON REMOVE EXISTING ADJUST TO GRADE TO BE REMOVED BY OTHERS PROTECT IN PLACE SOUTHERN CALIFORNIA EDISON LAWN AIRE POST TOP STYLE 70 WATT LIGHT ON 17-FOOT POST BY OTHERS GATE AND LIGHTING CONSTRUCTION BY OTHERS. CITY OF NEWPORT BEACH C-3277 i ~~ I_ ,p ""-~ R. L;:,il". ~-APPROVED/.?/~~,....,J~#-d/ _ t; A...~ NO. ~ ~~ 1---t--~t-----------------+-----, l£\ICJ..U'" • mt.:mt DAlE :: D o, 058063 t ~ t----+---+-----------------+---1 APPROVED 1 ~~==-~-1-f-ol WILLDAN 2125 E. KATELLA AV'f.., SUITE 200 ANAHEIM, CA 92806 STREET RECONSTRUCTION YAWL ROAD :::: "' "' PREPARED UNDER lHE SUPER\ISION OF 'es -I DUT~~T-~RAIN : ~XP. 6-30~2 ; ~( ~ DESIGNED [N:WN DAlE ~ ~~ VfL ENG\\t<-<,_,11-, •~~ 58063 5/r.tf /41 DATE BY DESCRIPTION APP'D KM RGS • , ~,,.. R-"-R.LEATHERS RCE NO. / OAlE i3 ALL DIMENSIONS IN FEET UNLESS NOTED OTHERWISE < Of CAl-l'iO CHECKED DATE FROM STA 50+00.00 TO STA 52+94.20 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT F?-57r.. 7-S DWG NO . SHEET 9 OF 14 : REVISIONS SRL 5/10/00 _,_ _______________________________________________________________________ _, ___________ ...., _____________________ _,!, _________________________ ...1,.;,;..;;.. ____ .i.,.;....;,;. ___ ..i. ________________ ...1, _______ ....11 L. (!) z ~ C[ 0 z ~ 0 Z ~ ~ 0 " ~ 11 ac " 0 8 u " g 0 I z '.l '----------" ~ C[ ~R-2 ~ z ·, (!) z ~ C[ 0 C[ UJ OJ 2 =i ...,, a lJ) ~ 0 u 0 ~ 0 I z '.l ~ ~ z ac 5' ~ w 2 ~ " • 0 ' □ " • □ , □ z > ru " • □ " ~ I I ' a ' . 0 ' s - ~ ii -I -= STREET DIMENSIONS TO THIS POINT NOTE: ALL HORIZONTAL CURB DA TA REFERS TO THIS LINE 12· • LEVEL LINE 24" ' CONCRETE ROLLED CURB AND GUTTER N. T.S. SAWCUT & JOIN EXIST END CURB RAMP OPENING AND CONTINUE PLANTER WALL ON RETURN TYPE "A" C & G PER CITY STD 182-L EDGE OF GUTTER EDGE OF PAVEMENT TYPE "A" CURB AND GUTTER • .• z >-Q "-J >-(/) -0: LL r-LL (/) 0 [II CURB RAMP N. T.S. 12· .•. ti,., ••• ,:..._-~~~-.,-_-_ -'>I .... -- @STEP PROFILE NTS . . •· ~," THICK x 3' WIDE PCC ADD z" WHITE STRIPE FOR ADA COMPLIANCE EP SAWCUT & JOIN EXIS A EXIST WALL AS OCCURS CONTINUE PLANTER WALL ON RETURN TYPE "A" CURB AND GUTTER FLUSH WITH FINISHED SURF ACE PROPOSED ROADWAY BEACON BAY DR. .... -. . . ... . . FLUSH WITH FINISHED SURF ACE EXISTING GRASS '---CONT/NOUS $ 4 BAR 8" CONCRETE MOW STRIP ~CONCRETE MOW STRIP N. T.S. PLANTER WALL CONTINUOUS PAST BASIN AS NEEDED OFFSET AS REQ'D TOP OF----. CONCRETE ROLLED CURB & GUTTER TOP OF TYPE A P.C. CURB & GU ,( /' EDGE OF GUTTER/ , ~-•-•EDGE OF PAVEMENT FLOW LINE GUTTER El CURB TRANSITION 7 TYPE A N. T.S. CONCRETE ROLLED CURB & GUTTER PER DETAIL HEREON CURB OPENING CATCH BASIN SEE DRAINAGE PLANS [§] CATCH BASIN TRANSITION N. T.S. CONCRETE ROLLED CURB & GUTTER ---PER DETAIL HEREON TYPE "A" C&G EDGE OF PAVEMENT~---...; TYP. ,.. CATCH BASIN INLET PER DRAINAGE SHTS L PLANTER WALL AT DRAINAGE INLET PLAN VIEW 2" H (VARIES 14" MAX)• I 2" CEMENT MORTAR CAP ,.. OM VE TOP OF CONCRETE ROLLED CURB & GUTTER PER DETAIL HEREON IT GROUT FROM . RTICAL JOINT IN FIRST URSE ABOVE TOP _co ,/ ELEVATION-MASONRY PLANTER WALL N. T.S. PLANTER WALL N. T.S. CONTINUOU5 P. 4-BAR OF FO CURB AT 32" CENTERS R WEEP HOLES 6" CURB 2" CEMENT ~-MORTAR CAP ( COLOR TO MATCH MORTAR 30/NY.i) OG & FS 8" X 8" X 16" STANDARD CONCRETE MASONRY ( RUNNING BOND) UNIT WALL FULLY GROUTED ADJUST TOP H = O" TO 6" -1 BLOCK HIGH H > 6" -2 BLOCK HIGH OF FOOTING AS NEEDED 2" MIN TYPE A CURB AND GUTTER • 12" . I TOP OF FOOTING 6" X 12" CONCRETE FOOTING ON 95% COMPACTED EARTH *CONTRACTOR TO CONSTRUCT MASONRY PLANTER WALL TO A HEIGHT WHICH MATCHES EXISTING GROUND SURFACE BEHIND THE CURB ~ MASONRY PLANTER WALL N. T.S. FESS/ R. Lc,i NO. o "' 058063 ~ ~ .., "' 0: "' lzJ CURB TRANSITION TYPE B N. T.S. 8" CONC CURB CONC 6" CONC CUR·a------ lz]CURB TRANSITION 7 TYPE C N.T.S. CONC CURB--. STATION CALL OUTS PER LAYOUTS PLANS UNLESS NOTED OTHERWISE CONC AC lzJ CURB TRANSITION 7 TYPE D N.T.S. PREPARED IN THE OfFlCE OF WILLDAN ,, ,,,.,,,.~FL EP THERMOPLASTIC (TYPICAL) Cl.. :::;; ~ CROSS WALK "-J ::::, z I __J 0 N. T.S. "-J z "-J 0 Cl.. >-(/) 'l--., ' -.,. ~ Gl ~ II ' ....... ....... ~ ~ ~ ,,., I 'l--., I I 6' ED ,,., ~ N FIN ' FINISH SURFA @~ CE 1 ,,., NOTE NO. 1 SU ISHED RFACE ~ '\. 7 1Tl r-,- 12" TYP . 1?' SECTION A-A "-J u ..: LL ID a:: ::::, u CONCRETE GUTTER SECTION NOTES: 12" MIN ~-36" MAX 7 TACK COAT 8-B p A PLAN VIEW 12' B ~-+ B 1. SPEED HUMPS SHALL BE CONSTRUCTED TO A HEIGHT OF 3" PLUS OR MINUS 1/4" AT THE MIDPOINT. THE CORRESPONDING SHAPE SHALL FOLLOW A CIRCULAR ARC (SEE SECTION A-A) 2. ASPHALT SHALL BE PLACED IN 2 LIFTS. 1" MINIMUM AT HIGHEST POINT . 3. ASPHALT SHALL BE TYPE III-C3-AR4000 (1/2") OR __::; AS DIRECTED BY THE ENGINEER WITH 6% ASPHALT CAP COURSE ( BINDER. !ill SPEED HUMP N.T.S. CITY OF NEWPORT BEACH A PROPOSED CURB & GUTTER ADVANCE @ ~.. WARN:NG SIGN ,J 0... REFLECTI~ WHITE THERMO PLl/ff1c, PAVEMENT STENCIL s _j co 12" REFLECTIVE WHITE T!-!ERMOPlA,i _,-CHEVRONS 7' BUMP AHEAD 10 MPH W 37 (MODIFIED) W 6(15) 1-3/4" TELESPAR, OR • r-EOUAL, POST Jf WITH 2" BASE ADVANCE WARNING SIGN C-3277 2125 E. KATELLA AVE., SUITE 200 ANAHEIM, CA 92806 APPROVED4¢<"? /•/-,,,,,g,,, 1----+--+----------------t----; CE\n~EJIC:.'[ER DAlE 1----+--+----------------j-------; APPROVED4d_,,. 3-:,,_";._•' CONSTRUCTION DETAILS PREPARED UNDER THE SUPERVISION OF 5 ~ CONCRETE STEP I N.T.S. EXP. S-30-02 l}, ~( /2 _/ DESIGNED DRAWN ~ IL ENG~ ,~ 58063 su4(o, DATE sy DEscRIPTI0N APP'D KM RGs CITY OF NEWPORT BEACH ~z OF C" ,< R.IDTHERS RC£ NO. / DATE CHECKED DATE o ~-•' REVISIONS / / PUBLIC WORKS DEPARTMENT SHEET 10 OF 14 ~,c'> ~L--------------------------------------------------------L--------!.----------------...!.-------------------....1..;;s;,;;RL;;.... __ _i,~5:..1 ... o;..o_o __ ._ ____________ ...i.. _____ __, SCALE 1" ~ 20' · • 31 3 I I o· 20· . 31 3 17.5'.L T t CUTTER ROAD W=14.00' STA 9+79.00 it. CATCH BASIN B 19.04' LT ~ BEACON BAY DRIVE STA 20+60.00 CUTTER ROAD .W=7.00' •• - STA 10+39.32 BEACON BAY DRIVE = S A 20+00.00 <t, CUTTER ROAD "C" NAIL @ INTERSECTION 33 MH No 4 45 18 C 3.5 D, N A D, 18" 5.5' -. 11 C I Ii' I ·-. ' Ii t l lot"-C~c;. ! I ! ! ' ! f ' /i..' B C D, D, t ' , NS STR 90" 18 1.5 18 24" PROFJLE HORIZ: 1"=20' VERT: 1"=4' I ' ' ,, 17 I I 1 8 ii <O I ) '+ I I/ - I i- <( Iii 3 31 3 0 ::, ~ tJ) z <( "' ,- c,J 12 0 .... " • ----+----- i .• r~ ..... I , \l.F----:-r ' I MH No 4 I ,I /A ,go,, 7 B 18" C 1.5' D, 24 D, 27 L 4.0' BEACON BAY DRIVE 14 AS BU~l T / \ I I ·---._ - D --, ... ..,_ . u ·o CONSTRUCT! ON NOTES .:~--[~: @] CONSTRUCT CURB OPENING CATCH BASIN - CASE B PER CITY SID 300-L ..:A • ,,._, ~ CONSTRUCT LOCAL DEPRESSION PER CITY OF NE\\'i'ORT BEACH SID 30-4-L , ~ CONSTRUCT MANHOLE NO 4 PER CllY SlD 308-L • •. ·• @I CONSTRUCT TRANS1110N STRUCTIJRE PER CITY sm 315-L -, ' - :_ -! I --= . >~ . -6 c-. ~ . :::; ·,,. • CQ u;~ <( >-<( .. CD z· -0. U· .<C • w .m. ......,-.--t; ;-.. "' . -. ,"-:5-. . .. _,,.: -,, ! ·c . ·c '" '" .c ' • .-·o-,·- C-3277' .... ~--r -::;;;~-,-__,.;__---;;~~~--,-~7M~--lli]M/2~-,--~~~~i-------:----:------::-1··0 <( • ·-PREPARED IN 1HE omci: or 1 AS BUILT ?/o2;2004 CITY oF NEWPORT BEACH • u -j · ESS WILLDAN MG • .. i !. R_ Le 'WJ 2125 E. KATELLA AVE .. suI1E 200 1---1---+-A_S_P_E_R_I_N_S_P_EC_T_O_R_'S_W_R_I_TT_E_N_-+----1APPRovE"~~ .1~rt;--DRAINAGE PLAN AND PROFILE !: ii NO. .. ANAHEIM, CA 92806 ~ J -""· I ,:::, {j " 058063 , PREPARED UNDER THE.SUPER\1SIOII 0r l--+--t-N_O_TE_S ___________ +---1 APPROVED~= 1·:,!;."' FROM STA 9+78.39 TO STA 14+00.00~ ·g· -EXP. 6-30-( _h v, ~ ~~ = s/21/,,, • DATE sy oescR1PT10N APP·D ~1;1GNEo ~~wN CITY OF NEWPORT BEACH . owG No. R-5767~s_f_~,,.. ~ •~ R.liAlllERS • 'RCE NO. /IJAlE CHECKED DATE PUBLIC WORKS DEPARTMENT . ,,_, > -· REVISIONS SRL 5;1o/OO SHEET II OF 1£\ / •· i',l ______________________________________ _;_ _____ ""'.'"" ______________ .J,._~---------.!!...----------------...11-..-------------------_,j-------...... i..... ...... ------------------~----am:.1;,. I CJ z ~ a: 0 a: w / [D c:t-, 2r- ::J Zc CJ< z ~(l §V) a: w [D 2 ::J ~ ~ ~ ~ 3 ('{) w z ~ I I i fn ~ ~~·~·~•~ •. $$1NtSHEO=SURl"l>;C~ ~ , -• £~1JEc;EJB .. _ -~ :~·-· ---~~'~ g: ~· ·~. -= -= - ~ ~~ ~g§ SCALE 1" 20· 31 3 I I o· 20· ~ S cdr1)02· -"'- l--------,- k', --~. .-t...'J ,_ .Ns'rRUCl'=50=t.i=: :a1=Ree:2:-zan . : -••• 31 3 10 STA 20+43.00 <t. I 17.5' LT ~ CUTTER ROAD W=14.00' STA 9+79.00 <t. CATCH BASIN B 19.04' LT ~ BEACON BAY DRIVE W=7.00' STA 10+39.32 BEACON BAY DRIVE = S A 20+00.00 ~ CUTTER ROAD •c• NAIL @ INTERSECTION STA 20+60. 00 CUTTER ROAD 33 -+..--.....-+ 11 1Si26-t=i4.BE . AIE --·· •.. -,~±2El! -·•····t'QNSlRucic.422·l• .IB3CE32BB!E • -I ~RL£ ,_,...._ NO. ~ c t; 058063 1=c PROFILE HORIZ: 1" 20' VERT: 1" 4' 31 3 12 ,-.. ~ ____.,_______ ~ONS+Rt:JC'l'=.t1'El~ •I" .2.4=REl?3:35ffi BEACON BAY DRIVE PREPARED IN lHE OFFICE OF WILLDAN 2125 E. KATELLA AVE., SUITE 200 ANAHEIM, CA 92806 := ~ PREPARED UNDER lHE SUPER"1SION Of -= ... 13 --' ---l------- • ~NSTRtJCM, O=t• • 2'ft=R€e=ifji5u ~-·· ~-,-- ~ 14 ,___,_ ' CITY OF NEWPORT BEACH APPROVED £'/1 ✓,, lJ/-f/...v t----t---+-----------------t---1 ~m~.IlR ~~ APPROVED~ 1-•+-•l I----+---+----------------+---, ~~~ DAlE: = ~-~ ~ = ~ _/ I DESIGNED DRAWN u IL 58063 5"U1 b/ DATE BY DESCRIPTION APP'D RGS ~ ENG~ , ~ R.LEAlHERS RCE NO. / OA lE KM DATE s or CA\.I CHECKED G,\..S.tc, -~~~ •-INISHf;D=SURF0ACE :-.-\-: ,_ £' HGE(MStj ! . ----t ----1 "lfOsoo • • •• + ~- -i ---l ¥ ~ (11;x, ; CONSTRUCTION NOTES CONSTRUCT CURB OPENING CATCH BASIN CASE B PER CITY STD 300-L-A CONSTRUCT LOCAL DEPRESSION PER CITY OF NE\\1'0RT BEACH STD 304-L CONSTRUCT MANHOLE NO 4 PER CITY STD 308-L CONSTRUCT TRANSITION STRUCTURE PER CITY STD 315-L ~ C-3277 DRAINAGE PLAN AND PROFILE FROM STA 9+78.39 TO STA 14+00.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET II OF 14 : REVISIONS SRL 5/10/00 ----------------------------------------------------------------------' ___________ ._ ___________________ _, _________________________ ...._ _____ ...... __ ...;.. ___ ...._ _______________ ...., _______ _, ----R-E7C67-S SHT. 12 AS BUIL..t ~ ' -' f' tllDCNSPECltl$11$$1UIIIIIUlll$$$Ull$f., lflDAlEIIII IIIIIISYTIMEISIIII . 1 ,_· •,1-.• ~-1--1•1 ·1_·· 1\··r,1· -1 , 1 _, y1• Y( 11 11 ··111 ···11. :_:11r r TI r ---r1r111,·1· • n~.1 --•11· 1: :n ·r 1r 1111 !flf , :; = ,, ' ,, ' I i I ' I , Lt ' ' • 'I' ''' .. , ,, ''"I ' I ' I I I ' I , I . , . :. . . . .. r ...... ,. -t .. •1" r · i' 1 . · · , · ! , 1 . 1 1 1 1 1 • , I . i . , ! •1 1 ~ . i i r : 1 i I l . 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KAlELLA AVE.., SUllE 200 ANAHEIM, CA 92806 PREPARED UNDER lllE SUPER\1SION Of 18 31 32 SEE SHEET 13 STA 50+21.00 MATCH LINE YAWL ROAD 18+00 <C "' ui 0 + c:o - 'ix, , I , , ,---r-·-"' -----·--~------------r--- 41 , : r-Ll~~ .. ~l.,...!...,.L:.J.L~..i.W,...!.•;,,----;----, ,,~-~ ' ' .. ~ ... : '---'!: .. ii 00 i:~:1 ---,?--~:--11 STN""f8+T4.69-'lltACdtrBA'flJRIVE-,c=--0-'f--~-____ • _,, ~c,--,..,e,s,...,,,....,,,...,,,.....,,.....,rn,-,,,.-,-,..----m i! ij ,--, t,,.a.~~«~·. \_,_~, ~--+!--------\ t! : 1 "CE~" NAIL @ IN1ERSE£!10J ~ i MH No 4 _ SE'"iCc1 < ' 1--~=~~ " ~ ~ 9 0 I 1 • ----_LQ,I, • · f--''Yh1~8~~1 i , C 3.5 I D, 18 D, 4• L 4,0' CITY OF NEWPORT BEACH ' l I t----I --- i I I APPROVED ,f;1/ /1f!L .171'-<t.-1--->---<>-----------------+----1 cn£L~.t:ER DAlE f---1-----,1------------------+----IAPPROVED~===~-~~ UTIJ1IES EHG:'a:R DA1E Ja 3o• RCP 18" RCP 2000 D w EXP. 6-30-0 ~ _ CONSTRUCT 5 LF ~ g: IL ENG~ , ~ _ 58063 Sllf qi DATE BY DESCRIPTION APP'D KM RGS !!,_, ~ ~ ~ -I /4 DESIGNED DRAWN ~ 18" RCP 2000 D 'I cf cf DFcA\.l~N R.LEA1HERS RC!: NO. I ii'AlE CHECKED DATE @•r.cpu•[ ' .HG1 ------•• ------• - ~i_'={Mst- • ---'· ," . ,.; !;};-------, b.J!lst"{EJ--•fa'9lcir--, ., "'" . ---I :0;19 ~'::(W)24"--RCf' L ONSTRUC'f=5'E:: - ' CONSTRUCTION NOTES CUR NO. ® CONSTRUCT CURB OPENING CATCH BASIN CASE B PER CITY STD 300-L-A CONSTRUCT LOCAL DEPRESSION PER CITY Of NEWPORT BEACH STD 304-L CONSTRUCT MANHOLE NO 4 PER CITY STD 308---L CONSTRUCT JUNCTION STRUClURE NO 2 PER CITY SID 311-L CONSTRUCT JUNCTION STRUClURE NO 1 PER CITY SID 310-L CONSTRUCT TRANSITION SlRUClURE PER CITY STD 315-L CONSTRUCT CONCRElE COLLAR PER CITY SID 313-L CURVE DATA RADIUS DELTA LENGTH TANGENT (FT) DEG MIN SEC (FT) (FT) 22.50 90 00 00 35.34 22.50 45.00 90 00 00 70.69 45.00 C-3277 DRAINAGE PLAN AND PROFILE FROM STA 14+00.00 TO STA 18+05.52 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 12 OF 14 .:;. REVISIONS SRL 5/10/00 ='------------------------------------------------------------------------__, ___________ _,, _____________________________________________________________________________________ _ ,c_ ~ ([ D l l \.) l'r s z rr la ,------,~ ([ w m :'.?: ::i z z rr is ' --• -, .. - ---... . '•• " .. "' ' ..... ·-.. ,,. ·-'-" -• • . Ow3::l CE~--1..6 CF -·-·----------· -.... -. . . -. -~ -'fS= .5= -. -· -. --.. ....... C, ' -., ··-.. . ,". ,,, ,., (/)· '"" , .. ., 0 - .. - --1 -_ .,,, -r= r 1 -·-_ . . 1 :r= 1 . -. -_ -I L ; . ' . 30 EONSTREleE:42=• -::: '' - -' ,,-18'.'=RGf-:}lCJ,9C:U,_ , -~-i\:~: -·. --·· ---, .. CONSTRl:JCTc --. ' -- ,c2 O=EF:'.IB'=:R-CP ________ -_--__ -_.2000--D -· ------------·• . PROFILE HORIZ: 1" 20' VERT: 1" 4' 40 C.--~~----~-+--' ,. ' 1: ;i I I I I I I ·ceooSIREJEE 46="" -- 18~=R.ce,:2000c IE --' -- -----·-·· -------·· 31 3 1·-;_c, ,d '. I---------------....~ . ..........,.: ' 31 3 - I I I I I I I I I I I I I I I I I I I I I I I I KETCH ROAD ._;:_-------7 31-f -{ ~-- 31 32 "' o. i CONSTRUCTION NOTES FESS/ ~ RLU :::: ~ -~ CONS1RUCT CURB OPENING CATCH BASIN NO. i CASE B PER CllY STD 300-L-A t 0 058063 :1::-i- I : _.r-- I I I ; a I C s I I I I 1-- SCHOONER ROAD -· PREPARED IN THE OfflCE OF WILLDAN 2125 E. KAlELLA AVE.., S\JllE 200 ANAHEIM, CA 92806 PREPARED UNDER THE SUPER>ISION OF 41+ -C0NSIRElffE3EEE h- --18~=Rce:c-zooo:=n _, __ "- i ::;l 50 1 YAWL ROAD CITY OF NEWPORT BEACH -·-----~ .. ----------------------·----------·-. --·--, ____ --;_~ ~~~~-~~~ 31 32 ,·------ ' ' ' 51+0 C-3277 DRAINAGE PLAN AND PROFILE KETCH ROAD, SCHOONER ROAD, YAWL ROAD E ~ CONS1RUCT LOCAL DEPRESSION PER EXP. s-30-0 '5 CllY OF NEWPORT BEACH STD 304-L /4 DESIGNED DRAWN ~ /1,IL ENG' . LEATHERS ~:~o. 5"1J/ DATE BY DESCRIPTION APP'D KM RGS CITY OF NEWPORT BEACH =- g OF Cf>l-l'i REVISIONS CSHRELCKED DATE PUBLIC WORKS DEPARTMENT L-----------------------------------------------------------!1....-------....!.-----------------....!.--------------------....l..:::.::;;.... __ ....1.;;5;:,./,;.;10;,:./.;;.oo;;__...1., _____________ ...1..s_H_EE_T_l_3_oF __ 14--1 (!) z ~ a: 0 z ~ D Z ~ fu D ffi ~ 0 °' rr D 0 u ~ ~ I z '----------' ;i 0: w OJ ~ ::J / I I ' PIPE O.D. ROUND OFF TOP -, j FOR SUPPORT r--f"-s:::--::±=~-:-7:----,! . . •. : ~ .. 5• 0, I ,· A 1-z £i A .•.. • 8'-o" MAX 36" RCP 1-z 0 --, .• SUPPORT BLOCKI 2·-0· @ EVERY JOINT ---.,,_TY.,,:P,-. _ __, INTERMEDIATE PIPE PER DETAIL HEREON SUPPORT N.T.S. SEE HINGE DETAIL HEREON 3'-o'" .•. • SECTION A-A • 6" . . #4 BARS TYPICAL @ 12" N. T.S. O.C. EACH WAY INTERMEDIATE SUPPORT BLOCK it SYM. ABOUT HINGE ~:yG'v~ GALVANIZED SlEEL BARRIER ~"'F::::;:):~ FRAME 3"x3"x7 /16" GR36 ANGLES MllERED (OUTSTANDING LEGS OUTWARD) ½" HORIZ GALVANIZED SlEEL BARS GR36 SPACE FOR 9" CLEAR OPENING WELD TO VERT BARS AND TO FRAME ANGLES / PROTECTION BARRIER DETAIL HEADWALL WEATHERING SlEEL PIPE 4" MIN 1-- n--ir---t--+-,~+----, • GR36 WEATHERIZING BOLT STOCK, THREAD BOTH ENDS TO HA VE NUT AND LOCK WASHER FLUSH 111TH LOVIER ANGLE, UPSET ENDS OR DAMAGE THREADS OUTSIDE OF THE NUT, COVER THE PIN 111TH A COAT OF WAlERPROOF GREASE BEFORE INSTALLATION ANGLES ELEVATION N.T.S. BARRIER VERT BARS BARRIER HINGE DETAIL N.T.S. HEADWALL HIGH STRENGTH WEATHERIZING SlEEL BOLT YI/HEX NUT AND WASHER .. • .r' ~- SECTION D-D N.T.S. 6" 2' MAX ½" VERTICAL GALVANIZED FINISHED SURFACE ABOVE PIPE SlEEL BARS GR36 SPACED FOR 6" CLEAR OPENING \\'ELD TO FRAME ANGLES AND HORIZ BARS #9 V~RE TIES @ 24" TOP AND BOTTOM. STD. END PLUG TYP. ' . 0 0, I I ~'b 10· 1 5/8"STD. TOP RAIL 2 1 /2" END POST 111TH STD. DOME CAP. TYP. STD. STRETCHER BAR (SQ!IJ..--~AND BAR BANDS. #4 BARS TYPICAL @ 12" O.C. EACH WAY 18" TYP SECTION 8-8 N.T.S. 24" THICK RIP-RAP ' ' I ', I 1' SEE PROlECTION BARRIER DETAILS SECTION 8-8, AND BARIER HINGE FASlEN PROlECTION BARRIER TO HEADWALL USING GALVANIZED SlEEL ANGLE WELDED TO FRAME GR36 DETAIL HEREON -~----------'~,~,~-~l~I ',,,sc:-HJ.,-~~"-""-'~-""''>'1,., HIGH STRENGTH 5/8"~ GALVANIZED SlEEL BOLT EMBEDDED 4" INTO CONCRElE W/ HEX NUT AND WASHER A <O ,,, CONCRElE HEADWALL z ::, 'lo RIP-RAP L • SEE NOlE 1 ' 24" THICK RIP-RAP SECTION A-A 12· TYP. N. T.S. t OUTLET 6" TYP. A GROUND SURFACE PACIFIC OCEAN ·..L'.U ~'-:;i' '-~--'!f Fj -+' ~'§ • .;. ~--··-----,.. -i•~ .. 1, -... ~ -: -~· _,,._-:::::d, 70+50 C\.J w w I (/) w w (/) . GttMS ..,:~~· --~ . . +ci --~· -f: -ci:u ·•·-·-· ...... "' ··--' -.!-.'-'~.j---+ ~ <U -&lr~.- ··:eONSTRU.G-• RECONSTRUCT 5' \\1DE X 4" THICK PCC SIDEWALK AS NEEDED SEE NOlE 1 71 f>ROFl~E~' . .. HORf-Z·=1,--·:t ·~:- -_E\JERIS'f~ -~ •----'· 41 ' ....+---n1ECONSTRUCT BRICK AS NEEDED SEE NOlE 1 PROlECT .. BRICK PLANTERS ,_...,.......j 0R~EAIIBB • I Ml L lf1·RA 72 PROlECT IN PLACE --------I-.-' b "" b t----3 6" PLAN N.T.S. MAIN PA TIO DECK ::: ::: -= i R=3/8" SECTION 8-8 C 1'-5 3/4" 0 3/4" 1 9/16" r7r'--, r-17 3/~L 1~L ~r=!Lr .,, SECTION A-A • - • "" 18" GRAlE o=3/8" b=3 8 ........ ·• =co "· ... ~--... ·. t .,,---t--TYPE 18-BC FRAME & GRAlE ...... 4·· -~ \2:3 " • • • : -... .... 4 .. -. • 8" CONCRElE PIPE FL SECTION A-A -~ l ---c,, A A L _J l 2' ~ OF CATCH BASIN - W/2 I I w r-----, I I 10 l __ MH .J NOlE: I -CATCH BASIN CL -WEIGHT OF 18" GRAlE = 130 lbs. I STATION CALLOUT OUTLET DETAIL N. T.S. 2' STA 70+00.00 t LOT D =S A 14+29. 0 t l<l-LOCAL DEPRESSION oFESs, R le: NO. 058063 }? 0 0 •;· 6 rt'.}""",.;:.,,,,,,,,,""'•-~•,_ ~----Li) --------·-··--~-----• W-------+ ' ;, 0 ..._ ...... ___________ ....... ,...J ..... _,_-.. , __ ...., i ,~---·--··· ... ' Ill I ' I PREPARED IN lt!E OFRCE OF WILLDAN 2125 KATELLA AVENUE, SUllE 200 ANAHEIM, CA 92806 <( 1-(/) LOT D REMOVE EXISTING INLET AND PIPE i! :1 ii !1 71+00e-.:: - BEACH SAND~ SEE NOlE 1 PREPARED UNDER lt!E SUPEll'1SJON Of 11---+--+---------------t---t □ □ Ill □ 3 CITY OF NEWPORT BEACH APPROVED FLOATING BOAT DOCK ~ CONSTRUCT INLET PER DETAIL HEREON ~ HQ! CONSTRUCT OUTLET STRUCTURE PER DETAIL HEREON CONSTRUCT INTERMEDIATE PIPE SUPPORT BLOCK AT PIPE JOINTS PER DETAIL HEREON [ill CONSTRUCT CONCRETE COLLAR PER CITY STD 313-L NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING PCC SIDEWALK, BRICK PAVING, BRICK PLANTERS, WOODEN WALK/DECK, LANDSCAPING, AND BEACH SAND PROFILES TO EXISTING CONDITIONS OR AS DIREClED BY THE ENGINEER. C-3277 DRAINAGE PLAN AND PROFILE LOT D STA 70+50.00 TO STA 71+36.00 ::::: INLET N.T.S. EXP. s-3o-o { 4 DESIGNED DRAWN ~ TYPE 18-BC N.T.S. I( ENG~ ~~ 58063 3/,,/01 DATE BY DESCRIPTION APP"D KM RGS CITY OF NEWPORT BEACH DWG NO. f~SJ(,, 7_ '5 i (CAST NODULAR IRON) OF CAI.I~ I ~ R. LEAlt!EllS RCE No. ; 6An: REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 14 OF 14 -lb=======================================================--ll-----=------ll:.-..::v _______________ ..u... ___________________ ...1..:s:::;Re:.L ___ ....i.c.5,_/1-'o-'-/-'-oo'--_....._ ____________ ~ _____ ~,