Loading...
HomeMy WebLinkAboutR_5898_SI ,- 1 VICINITY MAP NOT TO SC!\L[ SYMBOL LEGEND -()-POWER POLE Osco SANITARY SEWER CLEANOUT ,~M'i SANITA.RY SEWER MANoOcE ' V, I ·- <'>\•~' -..) FIRE HYDRANT 0 WM WATER METER BOX & SERVICE D GM GAS METER -·--®-·· VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE ::::r:::c:::r::: BLOCf<WALL ~ TREE (l {:} SHRUBBERY -""' -= .£k• AL. ASPHALT PAVEMENT Wfi BRICl(WALK i j CONCRETE ~~-- BUILDING EXiST!NG CGNSTRUCTiON PFOPERfY UNE NEW CONSTRUCTION C:ENTERLiNE ·----S-····-SEWER LINE ······W-···-WATER LINE --•• G---GAS LINE --E--POWER LINE -T TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM 'r( STREET L'GHT r-·Z SIGM GARAGE OPENING V~NDOW SPRINKLER ocrA, •• ,,IV I PROJECT LOCATION_/ ABBREVIATIONS AC ASPHALT CONCRETE CF CURB FACE Ule' ouc·nLE 1RON PIP[ VCP VITRIFIED CLAY PIPE N rs NOT TO SCALE RT RiGHT ABAND ABANDONED MON CA1V DWY co BOC SW pp MONUMENT CASLE 1V DRIVEWAY CL[ANOUT (SEIVCR) BACK OF CURB SIDEWALK PULL BOX SHEET INDEX Tl1LE SH Elf 2 MARGUERITE AVENUE TO STA. 6+00.00 3 STA. 6+0rJOO TO STA. 12+00.00 Lt STA, !2+·00.00 TO HAZEL DRIVE -' I PUBLIC woru<.s DEPARTMENT EAST COAST HIGHWAY CURB AND GUTTER REPlA\CEME~\JT C-3789 APPROVED: ' , , I ' I I I 11 ~--J -□ LJLJ --\-\~WAY _ 1l ,------._J ----------I -•-.......,__ ---I COAST -·--i--1 -I"' ' -s1-1Eifr 4 ~, I --,_ -,_ ---1°1 --, -------i l ...J 1 EET2 :-~i '" --l _____ ]Nj -_, -SHEET i;:: I -•< w --<( ! 11 I ?5 I . :t: > w ~ ,, __ ----<(I I .. --------<( ~~ I -> (l. ' 0 <>: <( f--' g w, 11 I 0 ,,, <.n ' C) ::, :I: z a:: rn 0 01 11 I i u, "' CL ' <( C, 0 I ~ oc I 11 I I I I I s,: I I I ···--L z I . . PROJECT AREA LOCATION MAP NOT ro SCALE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER COMTRACT SH.~LL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICA T!ONS FOR PUBLIC WORKS CONSTRUCTION" 2003 EDlTION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED iN THE CITY'S STANDARD SPECIAL ?R0'.1SIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. 1H[ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ~.CTUAL LOC.I\ TION AND ELEVA ilON IN THE FIELD PRIOR TO BEGINNING or CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR. DIMENS:ON, AND FIN;SH TO ADJOINING l,lPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SvRVEY MONdMENTS, SEWER AND STOflM DRAIN MANHOLES) FRAMES ANO COVERS 10 FINiSHED GRADE. ALL OTHER UTiLl11ES SHALL BE AO.JUSTED TO GRADE BY OTHERS. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTIMG IMPROVEMENTS. 7. ANY DISCREPANCY IN THE DR.AWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENT!ON OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO 'MLL PLACE RESPONSIBIU1Y ON THE CONTRACTOR FOR CORRECTION. CONSTRUCTION NOTES CD PROTECT IN PL.6,CE 0 REMOVE CURB AND CONSTRUCT TYPE A PCC CURB & GUTTER (CF TO MATCH EXiSTl:,G) PER CNB STD--182-L CD S/,WCUT. REMOVE EXIST. PAVEMENT AND CONSTRUCT 2-FT WIDE PCC GUTTER PER DETAIL "A" ON SHEET 1 © REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER CNB S1u-181-c-8, CAS[ H (s\ REMDVE AND RECONSTRUCT PCC CURB ACCESS RP.MP PER DETAIL "B" ON SHEET 1 ,'.:/ (i) REMOVE AND RECONSTRUCT 4" PCC SiDEWALK TO THE NEXT JOINT (AS MARKED IN THE FIELD) (D REMOVE PAVEMENT AND CONSTRUCT PCC CROSS GUT1ER PER CNS STD-185-L (8\ COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2 INCHES MINIMUM AND -..::./ PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. (I) REPLACE STREET LIGHT PULL BOX PER CNB STD-204-L @ REPLACE TRAFFIC SIGNAi. PULL BOX PER CAL. TRANS STD. PLAN ES-8 , .sC PATCH BACK I ' SAWCUT AND HFMOVE EXISTING PA\/.fMENl_ DETAIL "A": VAR. [ --8-.3-3_%_(-M,~.A.X~ .. -=) ~--4-,---1 • . -4''-5" CF RETAINING 2% (MAX.) V CURB AT EXIST BACK [==~• •~2-~:::::::::±==::iJ OF W/>iK TO MATCH W/ EXISTING. SECTIONA·A P/L DEPRESSED SIDE\Vi1LK AS REOUiRED A DETAIL "B": .:.t.. ~ '" 0 0 u w en ,o 1~ / 00 -w "' ,. q_ ,,;;, ·~ w w _s L================,;;=============================-======,r-=====-========-===-==========,r;:~';;'':;;:7~~~-7~A:PP;:;R;;;o:'.vA:L~R;;E~co::':M:M~E1~,D;ED~, --,rA:P;P;Ro;v;A~L ;RE:~c;o~M1~,E;N;oE~o:==7r===:;;;;:==iiRmE~Vi~,Ezti~o:==.~= l=.7 )=~._=. 7-~EA;S~T~C;O;A~S~T~HrlllGG~H;W~A~Y~C~U;R;B~&~G;U~TT;, ~EiR~. R~E;P~LA~ciEr~-1iEN~T~11[~:,.;··· EMERGENCY TELEPHONE NUMBERS DAY NIGHT BENCH MARK: APPROV:L/12:.'.f~i /:) -~FRAN V 4---~ SCUTHrnN CAUFORNiA GAS co~.PANY (B00)-624 -8153 (B00)-524-sis.3 ELE'✓ATiONS ARE B.~SED ON ocs BENCH MARK "T-167-R54". A 3 3/4" USCGS ✓1 j. / /l1 • ······ ,.,::.. .. 11 /'/ / ? , . llnA a_.··, ... _, i Pi.INC.PAL Cl\1L ENGINEER TITLE SHEET tJ SOUTHERN CAUFORNIA EDISON COMPANY (800)-61i-19l1 (S00)-611-J9ll BRONZED DISK SET IN THE TOP OF A CONCRETE POST LOCATED IN THE /, 1 / 4 i1yJ:'</ij.,,,u-tA• (' ,,:;;;t;:;: /'_/kf4,;d-~vvu.i;...s,;,=m,-. THANT R.C.E. NO. 46214 ti C-3789 CALL TOLL FREE 1-800-422-4133 BEFORE YOU D,G SBC-PACIFIC GELL 611 611 NORTH\\'ESTERLY CORNER Or THE INTERSECTION OF SEAWARD ROAD AND PACIFIC • llt~ERAL S.5.,.~t/s.',D!R[CTOR ACTING'1:iTILITIES DIRcCTOR TRANSP & DEV SER\1CES MANAGE No. 628 ll~A;;;=•~~~;;;i1~,,~'0~2~0~5~;;;;;;;;!•:======.,,,,,=="""''"""""""""'""""ii"";:;:"";::.";:~;;""'~,l~nf. err, OF NEWPORT GEACH (UTILITIES DEPARTMENT) (949)-644-3011 (949)-644-3717 COAST HIGHWAY. ." / R.C.E. NO. 22045 I~ " - ORANGE COUNTY SANITATION DISTRICT (714)-962-2411 \,714.)_6.44_62n ELF.V. ~ ag.122 FEET (NA VD as, YEAR LEVELED 1999.5) DATE //,/I .L /,,1 c--DATE //. z:: _ 0 ,-DAT::J\1,,,e..._l.,.,., 1 &cs 00"'.11-DESIGNED FTT DRAWN Fn CITY OF NEWPORT BEACH R-5898-S g ADELPHIA (714)-542-6222 , • --• / ~==--'-'-+.:-=----!I u, UNDERGROUND SERVICE ALERT (800)-422-4133 (800)-422-4133 CHECKED MJS DATE 11/02/05 PUBLIC WORKS DEPARTMENT I SHEE1 1 OF 4 _;?-l=_::::., __ =-======JL_~M::cv.:r~)-=================(~9~49!)~-~5~74~-~1;;:or:,0~~(9:;4:9~)-~6~3:1-::,1~2:;:oo~=JL==========--==================J!,=====~===="'b-=======-b====-====.!b,======-,,,,,d!b==...;.,;,;;.,1,,,,_,~,;;,;;;;,,;;;;,!l,,,=====--=-===o=!k,=====-c.: 106 104 102 100 98 96 -I I ! I ' ! -----·------·---------·---··-----·----··--·········-··· _____ ,,,! - -.•.• '"''. I •••• ·~--• 1_·_····_·· ·_·-_·-_·_··_·_·· _···_····_··+------+· -----.....;---·········-'i·_·····..... .:. • .. •· ··-· .. . . .. . ... . . , . ' I I -·--------··---·1 -....... - ! ' - -------------·----1----·------· --·-· ··r ·· · -··--·-······· ·-·-· ! I ···········---· ·······-··-··J'-···-· •••••••• ' I ... _-.; _______ ~------1----------1-------1 : ····1········· •• ; i : I -------------:- ' ---------·------,------------------------~·------~'-------' -----------------1--. I I ............. ····-·--·--····-~----·-------·--i-·······-.... .. ...... . .. .. . .... . I I PROPOSE□ FLOW LINE iPROFiLE -·\ ········· ···········-······ .. , .................... ··11· ..... . ...... Cl:'.'. ;:.:..:·. ! ... u ___J W Cb "" "' -" ::: 0 i + ~· "' C.1 ~ 0 c:i .,,. mv + c,.j -c;-c, i -::i~ ' '"- ! :; -,-N 0 ! \ I \ \ \ \ --- ----- ' '2.'\"1";)% -~: ---I !v : en ,N :o [-S·· ' \ \ EXISTING FLPW LINE PROFILE-\ 1---------+, --------+--------''------+------+-------'--------+,, ---·· I ' \' : ······-··----·f-': __ .,.. 2 ;::,· 19.74' l O o\ %_,,,·c = ----~ '. _, ' ' ' ~ ' ( ····· ! ·.--------;:- 1 ··,1:;·= ... "'.<l:.::~.::!::::lbL=J7.,e,<~':" 1 .'~·"°.("Kt;''."==="':::·i' --·-~·· ···':···· • \ • ••• = -~ -> ,-/ -~ ~ ~ ••••• ~n =~ ~-~ ~·-·-·--~-:,-~-·-----~:-·-:_ .••• .,.,i •••.• ~··J·~····~···,·l2: ~ ; ; :i~·-:· --.· .. ·.·.···.-.. ••.•• .. ··':·~::······_ ...• ••-•· .. : .--_:t---:? ····················~--.----····~.: ·---·--+----.-~··1;~7?:·~··· ~,i,·~~;~·.·········:.· ................................ . ~-0 .J 0~ ci N 0 '" J, 8 ~ ~ I '-·-·--. _,.,. ·--· ----if"'-'o i--.;t-lQ :- --'° ..... ,_ --·;--~ --···· . --------, "--'· . -------· --------. ---~ ------------------- i I i i ·-r ------------- 106 104 102 100 ... -: 98 96 ~ -. --'-. --' : 5~~ ] ~ ~ ~ ~ 1 ~~-• ! -------~; --:1·~ :~ ...• . . ,?i •• ' •• ~ ~ ~i~ ~ ~ 2~1i:J.:-..J--r--•• • •• •••• ••• •• .... ' ~ ~;·~··_·_·_· _··_·_-~;n~··L_·_•_,_•_-.:-:·~-·11-~=-:-::__:::::::'-.,a.,::·):,_··~f:s~§J.~i:llee=::'.··:'."'Jt·:·~··~··=·=·=·=· ~--··=····=~====~~-[; ~~--~~·---_··~_· _· __ ~_·i t;'~i-~~::~-~-··_·_··_·1]~-,l_-·---------+1~~-------4'--~'---------t!--''~c.............. ••• ••• •••• ••• : i 2 § ~ i i i t \_·--····P·R·i·•· QP;SE~ ~~P, W LINE PR0 1 FILE ••• -• i . • •. ·······---+-····--··--··------·--·-····--.. s---........ -····· ··-··· C\ "'-1"" , ......__ m 1~-:;--: Li... ;'; ----------':,::::·~:::_ _____ ;-_____ _1.. _______ .j_ _____ _J ______ +-------~·----.,,l~=~----l------_j__ ______ ,;_ _____ _J_, _______ .l-________ L _______ -.; _______ , ______ ____, m ..,,__ i ...__ ' v1 :o ...,__, ! : f 1 94 92 .__... I -... : t8 i f'--!0 ,2_. ! I I I / i I i i ltr5 -~ !~-! i i / : 1 ---1 ---~--------1---------'--' &-------------,"~~-----------•· ~ ___ ,,_ ---------------------: I -------·----· -·---------·-··--·------·-· -·····-··-------· ----·--·----, -· -· -/. · ·· -·--··--··· ··· .... ··· j- • G:'. 1 ' I P1 ,OPOSED FUOW LINE PROFILE ./ ' 5 (-9 , I 1 ----_w_; -------·----...... ·----·-·-----r .... -·---· .1 -------·--! -----· --------------~---------------------1----------·-···---··+!----·--·····--• __ ,. ---··----.. ·-· ..... ····l· ,_,, i i I ! ----------------·--·-----------------~-------------· , ... __ _l______ --···---------: i i ..... duRB RETUR"' PROFILE: _, _____ ,._, __ ..... ' ' .. ·----,i ---· ---· ---------------~ ----_,_ -------______________ ' -________ ., --··----·--·-· ·- 94 92 ' 90 : I I . ·---·-·--· ------------------+------------+---------,-· -----------------·"!" I ... I"" -- ------------ ------~-----~-----·-·-·-·-· ------.... ·'··· ... . . ·---.. ----··· PROFILE SCALE I ' I I --···----~··· • ···-······· ·-,., --·--------+---------+----···-·,······-·········--··'~ -------+------, ------+-' -------·····--··········----+-----; VERT. 1" = 2' 90 ; i ! I HOR. 1" = 20' , I ·--·~·-----'------·-----------~------'-------j _____ .,-•---~---·-~---------'-------.L..------'-------------'----''---------..L' ------~-------'-------~-------1--------'---------·--~ .. -------------·-· --~--·-·--~------" 0+00 3201 R""50' L~66.79' ) \ \ \ \ I I I \ \ CONSTRUCTION NOTES CD PROTECT !N PLACE 1+00 0 REMOVE CURB AND CONSTRUCT TYPE A PCC CURB .~ND GUTTER (CF TO MATCH EXISTING) PER CNB STD-182-L. 0 SAWCIJT, REMOVE EXIST. PAVEMENT AND CONSTRUCT 2-FT WIDE PCC G(JTTER PER DETAIL "A" ON SHEET 1 G) REMOVE AND RECONSTRUCT PCC CURB ACCESS Rt,MP PER CNB STD-181-1. -B. CASE H 0 REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER DETAIL "B'' ON SHEET 1 0 REMOVE AND RECONSTRUCT 4'' PCC SIDEWALK TO THE NEXT ,!OINT (AS MARKED iN THE FIELD) (i) REMOVE PAVEl,1ENT AND CONSTRUCT PCC CROSS GUTTER PER CNB STD-185-L (D COLD Ml~L EX1STING PAVEMENT TO A DEPTH OF 2 INCHES MINIMUM AND PLACE VAHIABLE HEIGHT ASPHALT FIN!SH COURSE. ® REPLACE STREET LIGHT PULL BOX PER CNB STD-204-L 2+00 3+00 SCALE: 1" ··· 10' 0 20 4+00 3409 lf------1--+-----------·---···--f-----l 1 '' ---20' 30 5+00 H~GHWAY 5+00 ' 3411 3419 \ I I \ 3425 \ 3427 I ,3435 \ 6+00 (") I- I (I) w w 6 (I) w z _j 0 0 + co C-3789 104 102 I , 6+00 ',-·---··· ···-------~-----·--·-··-··. ·--+-···-··-··--···-... ---······· -----: i -• - - ---.. ,. f ·--- _i - - ' ' --------------T ------------- ------t ------· -------------·--'"" --------·-· ------' i CURB RETURN PROFILE: 7+00 SEE DETAIL HEREON CONSTRUCTION NOTES CD PROTECT IN PLACE : ! ® REMOVE CURB AND CONSTRUCT TYPE A PCC CURB AND GUTTER (CF TO MATCH EXIST!NG) PER CNB STD-182-L. (D s,Awcur REMOVE EXIST. PAVEMENT AND co:~smucT 2-n 111DE Pee GUTTER PER DETAIL "A" ON SHEET 1 CD REMOVE AND f1ECONSTRUCT PCC CURB ,\CCESS RAMP PER CNB STTJ-181-L-8, CASE H (5) REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER DETAIL "8" ON SHEET 1 ,_, ® REMOVE AND RECONSTRUCT 4" PCC SIDEWALK TO THE NEXT JOINT (AS MARl<ED IN THE FIELD) (j) REMOVE EXISTING AND RECONSTRUCT PCC CROSS GUTTER PER CNB STD-185-L (s) COLD MILL EXiSTING PAVEMENT TO A DEPTH OF 2 INCHES MINIMUM AND '-PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. (9) REPLACE STREET UGHT PilLL BOX PER CNB STD-204-L I i , ' ! : ' ' ' -c-----------------------_.,__ ______ ,.___ ______ ' ------4,------~------r---------+----------c,-------+--------+-------+-----~-------+---~--------~---•-•-<--'>-----·----r----·-------~-s--•---+,----••--•-··•-•·c1-•- j I ! 7T I 10+11.321 106.68 Ft I 10+26.321 I 8+00 8tOO EAST CURB & GUTTER -, STATIONING LINE \ I I \ 3533 3535 35_37 ---------------- 6+90.49 ECH CURB STATIONING . ·'.'.:e . \* ~ f51 I ! ! . ; .. , .... 15' 110+ 2, 80, BCR 1(107.~ FL) ... .. . 'I CROSS GUTTER DETAIL i 9+00 COAST 9+00 ·-I-- I 0 3545 3555 SCALE 1'' = 20' 20 30 40 10+00 H~GHWAY :N : r--, 0.5% ( ·~ G: <.O ! l(} _,_!_, ___________ ··--····--·-· I~ 11+00 i ---.i ' -·------!--·-·· I ! -- --' 0.57% ro 0 ,t -:.:::.-- -3635 3637 110 106 " 104 -~ ""£:"' 0 m C') ____ Q_ ~ 102 12+00 u, oc 1/'l "' ;'5-- 2' © 1' ,0 rn e C-3789 * rr==9==9=================r==r-=======""'!ii""""'"""="'======-'7i=================-====-jJ -~ RE,1EY/CD \ EAST COAST HIGHWAY CURB & GUTTER REPLACEMENT t /-l t)-4-----' 1 PRINCIPAL C!V!L ENGINEER STA. 6+00.00 TO STA. 12+00.00 t: R.C.E. NO. 46214 I 65 DA1E 11/02/05 I ~ 11,;;,;;;,,;;;;;;;;;;;.;;:;:;,;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;ir;;1~================-=====ll ! DESIGNED FTT DRAWN FTT I CITY OF NEWPORT BEACH R-5898-S 85 11------+------li v, DAT[ DY D[SCRIPTIQN OF REVS!ONS CHECKED MJS DATE 11 /02/05 PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 ;?, 11,.,===========================================~==========================================il================================""========...,======================= ,:: \;- I : i I ,------------------.!----------------------------·:---······ ------r----------------------------------- --------+-----------------------------+-----------·-----------i-------! --------;----------t---------1 PROPO I R"'-------+-------f-----~~~.1~~'--+,------+---/+---£~'i!"~=«,~~;1¥~~------,----------,,------o+~------;..._------;---~\c------+-------➔--------,e-------~------~!------+-------~------;!-------+-------1------~ ~---··-···;··osf% ~ 1 ~ : ---··---t---~~~f-------··----·'··--·--··-···-····--·----,-· ______ J;·····-··· -: ···· ~~······· \··-··--·-~= -··---, ··-------·----;~t -~'~-------·----~--·---·---·-----~----------:--·-----+--'.---------104 h !f:··-············ --i -------~ ii --~41% -----·-·-·········-··-·-····--·-.. ··-·0;62%···-\ .. ! -f~ :------~~ ~-____ -!:;~ -·----~ ___________ ,, ___________ ~--~-------~-------···--··-·:---------··--·-··-----··~t--------------- 104 ,.--'... -:.]' I : ~ b1 ! i..t)r-, i-0~ we;: i i ! I U) f-LL ; ~ [ ...-... ' 78% C,i"j ,_ lO ,...._ ] : u:, t0 .Ji r _J , 2' 1 , • o I (1 5% ! ;J; ..--0 ! .. -----·-··-·---<: ---~-·----~-"c::''--, ----;~~c---__,: ____________ __,____ .. ·--~-;_____ -·--···-i-~-.......................... ~n ........ --.... Z].. . ... i2 -· ., ... ·: ~ , ·~1----= ---= : J.~----; --·--· •• • -~ -··----•••• '...:-: ····-·· ·-·· •••• (:· §" I -·-· "·····----• ··--·· _.J· • •••••••• •• .. ·-·-··-·---; 1 '-..-d S: ~ i _7'"5, : f-0 :1 f.:2 1 {D Li. j:::? ,.,.-'.-i,......__ __._, i -._ ;£ 9 L,.. I '-./ '---'" 0 { :..c: ,CO 1~"-1' :,_/ ,,-l .l , -c;:+) ~ i ~ N :e-J i-tj---ir-·; L'-:U.... ...._ LL.. ,__, ----·--·-·---.. _.,________ _,,_ ----··---·-· · -------1 ·---' ----_a_____ ------a-------1-N·--·----·10,;--a, jN j-,+ 'Ci ; --'·,,·----;,,-----------~:g---------· --+-------·--··-·-··-------·----·------·--·---- i ,__,. >-----,o iN o :o 10; m :~-,,_0 ,JJ; .....-- 102 ! 1:.::,., ;o N iN ,_, ·-::;-1-------,'-------,-------~------+-'I ______ "'_ --------~!_____ ! -·-------------------·---·----------·--i----------1·.::_:-.:.. ------+·~o~-------•~:.=,~ ____ ___,:~~~---~:_':,~--~-------+-----~12__ ------="":-.:-------''----------1 QQ I 1 5 :"<f-I Ui _j ' i ' , I ; 0 :ro : 1 ij u.., ---·----·--····------~i:· ------·--·----------~-----~-------~----------j---------+---------,------- --· ··---r -• -• -------io.58' _; -~ ~~--;--· --····-·''1'~' .... ;-::,~1 ~- 100 98 96 --! - -···-·---------------..... ·----··-·· 1 --·-------- ' ..... •••I• "' I -•i• ~ _J i •-----~ •--•----•-•--.. 17.12' T"-"' -----------•---=----------+•,.,Q------""'is'-!r-----------1 I ! (DLL I u iY 1 :(); © t.O I f___j LG ~ 0 -1 '.92. ~ I"'-, ! l.1.. 0 CD ..!... O:'. -~-5 --tr~----~ -~ ----~ ~•n-----2-·G3-C ----------- ~ ! !Q + 5 o.J • N ~>1 l-0 r-... 1..-e:, .--0 "'~ ---:: o ' ~~ :/ i -~t: §-j ,,; ,-- -' I l -_i --------------------( ----- ·~ I ...l ' '-'- "" C, r,. m ~ i I ii: ;/ ::::-! ~ i j f---··-----·-----+--------+----------+------+--------------+-------,-----------+-----·---··---·---·--------+------'---------+-------+--------+-----,,s--+---ff'----i-s---4_;:"'---+------+---------+------+-------l ! , g I s,-l;' , ---.... f--· -------· ------+ g ____ / § --~ ------\ ____ ¢ ____ --~------------------····----.L. ... ----------.. --···--------··-·· .. -··-·· .. --... --........ --.... --· ... L ..... . PROF! LE SCALE PROPOSED FLOW LINE PROFILE _J --· I§'.. l_§ PROPOSED FLOW LINE PROFILE i l O i L ! ! ' ! ------- 98 96 VERT. 1" -2' ---------·, ---------------:-------------c,------------·-----r------•-·--:::.._ --~----·--• ·---------·· - • ···-· · ···-.:...... 1 n-----------·---------~-----' -----''----~i---~--•-»•-·---i, _____________ ~·--·-··-------J__---~1 ____ .,_____H_O_R_._1_" __ 2_0_' ----'-----~-------'--! ____ c_uL_:R_B_R_E_r_u_R_N~!_P_R_o_F_IL_E_: _____ -'------~i ___ __, ____ ...,__ __________ _,1 12+00 CV') I-I U) LU LU U) LU z ...J CONSTRUCTION NOTES 0) PROECT IN PLACE ~ 13+00 I (2_) REMOVE CURB AND CONSTRUCT TYPE A PCC CURB AND GUTTER (CF TO MATCH EXISTING) PER CNB STD-182-L. G) SAWCIJT REMOVE EXIST. PAVEMENT AND CONSTRUCT ?.-FT \110[ PCC GUTTER PER DETAIL "A" Qtj S~EET 1 CD REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP. PER CNB STG-181-L-B, CASE H (5') REMOVE AND RECONSTRUCT PCC CURB ACCESS RAMP PER DETAIL "B'' ON SHEET 1 ~ GD REMOVE AND RECONSTRUCT 4" PCC SIDEWALi( TO THE NEXT JOINT (AS MARKED IN THE F!ELD) (i) REMOVE PAVEMENT AND CONSTRUCT PCC CROSS GUTTER PER om STD-185-L (8) COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2 INCHES MINIMUM ,\ND -PLACE V.ARIABLE HEiGHT ASPHALT FINISH COURSE. ® REPLACE STREET LIGHT PULL BOX PER CNB STD-204-L @) REPLACE TRAFFIC SIGNA.L PULL BOX PER CAi_ TRANS STD. PLAN ES-8 14+00 15+00 EAST COAST 14-+00 -~CURB & GUTTER // STATIONING Ll!l:E I 1 • SAWCUT I 13' FROM CF 15+00 3701 ,_ I a i s; I ~ 1~- 1 I 1 . i I 15+93,57 ECH CURB STATiONING oc = 10+00,00 POPPY AVE. (j:_ INT. \ ~ \ /J.) _J <D "- t< co m r, +--1.{) 0 ' ? \ \S-\ \fo \ \? I •. ' I I .---·SAWCUT FULL DEPTH Y:: / EXIST. PCC PAVEMENT ,:;j ' I ,'--'.' ·'1 LO i::'. I. 'I ¼., :11 !-,;· ! 1 "' 8 I 1s+oo~~/ ff; 1 § ' CROSS-GUTTER DETAIL SCALE: f' ~ 1 O' ! N l -1---= =------=-- T7 SCALE 1" = 20' 16+00 17+00 H~GHWAY SEE DETAIL HEREON ' 1' S/-,WCUT 17 00 I I 15+93.57 [CH CURB STATIONING 16+16.15, ECR -· IO+DC 00 P')PY AVE-4:. INT. \ ,/ END C & G L,.. 1 f BEG GUTTER 15+67.66 BCR (101 (7) \ / (5\5))~, (io)\ BEC c & ::: 1 'i-' •r , 1 -· 1: T. , I , \ i 1 &+oo \ \ i I ' ' , . ., -+.-::_--,-~ \' ----+ -----&-:---.. ,. ' ..... , .. ~