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HomeMy WebLinkAboutS_5288_Si • • • • BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED ON THE .. CALIFORNIA STATE COORDINATE SYSTEM -ZONE Vl,1.1975 DATUM PUBLISHED BY THE ORANGE COUNTY SURVt. YOR. BENCH MARK ON SOUTHE:RLY SIDEWALK OF PACIFIC COAST HWY. 192 FT. NORTHWEST OF CENTER OF ORANGE ST. ABOUT 0.3 MILES SOUTHEAST OF THI:: SANTA ANA RIVER ON THE WEST CORNER OF A 5X6 FT. CATCH BASIN OR DROP INLET WITH MANHOLE COVER MARKED "so'\ 4.7 FT BACK OF CURB FACE. 1976 7.115 LEGEND LIMITS OF EASEMENT PROPERTY LINE EXISTING SEWER LINE EXISTING WATER LINE EXISTING GAS LINE EXISTING ELECTRICAL CABLE EXISTING TELEPHONE CABLE EXISTING TRAFFIC CONDUIT EXISTING CABLE TV EXISTING STORM DRAIN EXISTING MANHOLE EXISTING VALVE EXISTING FIRE HYDRANT EXISTING FENCE NEW SEWER LINE NEW VALVE NEW WATER NEW STORM DRAIN ----- s w G E T Tt-C TV so- ® a: X X x- ---w---___ so __ _ \ SCALE 111 ~ 15001 :t \ ' DISTRICT N 0. 5 CONSTRUCTION PLANS FOR REPLACEMENT OF PORTIONS OF. COAST HIGHWAY FORCE MAIN 59th STREET TO NEWPORT BOULEVARD CONTRACT NO 5-31 1988 UTILITY PHONE NO. CONTACT CITY OF NEWPORT BEACH 714 -644-3011 PETE ANTISTA CALTRANS 714-639-6851 DONALD PERRUZZI PACIFIC TELEPHONE CO. 714-259-4487 PAIGE BLOUIN . SOUTHERN CALIFORNIA GAS CO. 714-634-3122 JOHN GILPIN SOUTHERN CALIFORNIA EDISON CO. 714 -895 -0203 BOB ACHZIGER GROUP W CABLE CORP. 714 -54 7-3303 CHARLIE ROMAN UNDERGROUND SERVICE ALERT 1-800-422-4133 INDEX OF SHEETS SHEET DESCRIPTION TITLE SHEET 2 STA 0+36.00 TO STA 7+35.86 3 STA 7+35.86 TO STA 17+00.00 4 5 6 7 8 9 10 II 12 13 14 STA 17+00.00 TO STA 27+50.00 STA 27+50.00 TO STA 37+00.00 STA 37+00.00 TO STA 45+17.92 MISCELLANEOUS DETAILS PHASING PLAN TRAFFIC CONTROL GENERAL NOTES AND DETAILS TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN GENERAL NOTES I. STATIONS SHOWN ON DRAWINGS ARE ALONG CENTERLINE OF CONDUIT OR ON A LINE NORMAL TO CENTERLINE OF CONDUIT. 2. ELEVATIONS SHOWN ARE IN FEET ABOVE THE U.S.G.S.MEAN SEA LEVEL DATUM. 3. EXISTING UTILITIES AND POLES SHALL BE MAINTAINED IN PLACt;: BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4. UTILITIES CROSSING THE PROPOSED SEWER CONSTRUCTION $HALL BE LOCATED AND EXPOSED BY THE CONTRACTOR PRIOR TO EXCAVATION FOR SEWER. 5. ALL SUB-STRUCTURES SHALL BE PROTECTED IN PLACE . 6. ROADWAY STRUCTURAL SECTION SHALL BE, 0.55' A.C. 0.90' A 3. 0.70' A.S. OR EQUIVALENT MARTIN F. KORDICK Construction Consultant • RICK FERl''ANt,..Z / ( • D'a t e RECOMMENDED: APPROVED: Construction Inspector, C.S.D.O.C. DESIGN MANAGER, C.S.D.O.C. THOMAS M. DAWES DATE 1 Director of Engineering, C;S.D.O.C. GJwbertGJJei11,,GWilliam'Prost ® c!;ll.ssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX1 97:39 • 14725 ALTON PARKWAY,IRVINE,CALIFOANIA92718 (714) 4 72-3505 DATE PREPARED UNDER THE SUPERVISION OF: R.C.E. 3 2135 DATE OFl4SHEETS •· " r<> I l() • -__ -L··_ · =-·t • :--•·-· -· • •••• ·• •• • ··-~.::-+-:·.-: ... ------,--- • ·-·1.. .-r---. ······+ ,---~--_ _-_l- ····j···_ ·•··· ___ ,_--t----······' ···r· .... ·-·_··,-:··· ·•---; - ·'·-···-···t- ----·· -. --. -. ----,_ -·-. --,---r·-. ---;---- _,__ -----; - -i:--.. --l--- _ '. ___ . ----~-- -t -_J_ _ ___, _:_~j--.: ... ,_. ___ -+---~--~.-·•···· . ' --•---'-· .. --+-----·· .. .r... I : . -----------• .. -·-T-----t -.-t. -.... 1-... -.. ---r········-·-····-·-· ----····· ··-,___---+ ....... 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L ---+- . . .. !-···--. -·-·- __ .;. ___ t_ ~.~:t~:-_·:-L .. ·1 t ------i-• __ -···' ··----t- ·:~: --····•·······+··--·····-·•-··-)---- __ J~---i I :-- .. ···+ ---!- :~~· :~· :·.~: .:: 1: . -: . ,__ ~ ------c-l=ci~~F'c:EEE -:-..:.t : : --,_ --=-=--· -' ' :} .-.:.:--: . • .... :_---:-:-· --,--, ____ ._ ,----------.---~-.. -: ...... -4 ___ ---_ ----' --i----T----+ -____ ,__ - ----4----------l---- -:; L __ -· ' -----, .... ; .. ----· f ---- -, l~;J-~ _,_ --:" s"i--e e--T,: =1-13 11 i kqN l-11-~= c----_~, _-: : _' --. --f'EF[} All)ZJ_7T5_{JVDTf~El;D) ...• ··-··---!-··--i - -,_ - :--t--_-_ ' ··--·--·- ___ -------~ ---- '----+---' ' ' -·-· -----~-:~·:::.-:::~~--::--; --.-···· •... ) .. ._.-:i-:·:---: __ j_~:::-~~-····-·---,. --t ------~- ... i ..... ' ····----. --•·- --:-----···---;------···- ______ , __ ------· :J :' _ _-__ ,_: J ~- ---<----~---:-- ,_ ._f-_-_:_l__ t • -- ·::~'i:: _-; =,'._---_-_-_--~-----f:-',4::±=----1¾=:1:-• ~$~::;::=:::-t:H=::-:=~::::±=-=:±::=:cE--:=='--:§-:c=:-·d:-t--'-cf-'---=-'+----+==-=F=i=-'Tcc-f'f":-=~I r-----·_-_-.===i_='ti_-i : -• +-+---t-:""-~-};.;.)l,'.--.--~;------='F---'-___..._-===;c=_=_,_= __ = __ ==--=;--:::_---_-_-:--c:_-•=,~-•+-=; __ .:.;_.;.-;_____c_-:_----=;==c:===== ........ . --···1······ -~--:;_· --'-::=i:=.._=_,=i=_=_=_,__rc _cc--1=;=======-=_:'f;CC-=f=f="l=='f=============+=F•·+···'---,_-_-_ ===='"· -"--_-'_----cci=E'-"----:_-~~ _:___ ~----:f-,,_.~~-:1j=l~'f i== - -----'-_~,~-----. ---'-.-_' ~__:_ _-_-_L --7-_-_-_£___= __ ,=_=_+==1_ t·· -i=---:; :~" --+ . --,.-_, ----- ------, ~ ---' -----•--.----------~ ---, --;--_ -, ---,-·-. : - -. -··-•. ...... f .. i --.-.;. ... t .. --; - -..... ·····• --i----~ ~ ~=~ --~± ; ; ~:;.:~· ··-~ ~~.:--•• 1 ~.; .-.. ~: :~::e .. -J • ~ = -·-·--+-----i---_-_:t-_::-_t-- - --' ---1------. ' ----,--- .._-.,.t: ---,--------- _:~--~---:----~---~----; -_--r :_ ··-·.----, -----,-. ······~···-·· ·•+------+----r__ _.,.,.- -----32 I CONSTRUCTION NOTES l. REMOVE EXISTING 27" CML&C STEEL FORCE MAIN. 2. 3 • 4. CONSTRUCT 36" DUCTILE IRON FORCE MAIN. PER SPECIFICATIONS. REMOVE EXISTING MANHOLE. BACKFILL AND COMPACT PLUG AND ABANDON EXISTING SEWER PER SPECIFICATION'! PROTECT IN PLACE 0 7A. 7B. 13. __ _,__ I CONT ON SHE-ET 3 --:.r: REMOVE ENTIRE SIDEWALK OVER FORCE MAIN. AS REQUIRED PER SPECIFICATIONS. REPLACE SIDEWALK PER CALTRANS STANDARDS. PROTECT EXISTING PLANTS IN PLACE. ··-· ·-·-. ...:. ; :::_ • ..!.::...... ·----+----------- -------------•----. 2 3 BACKFILL AND COMPACT PACI FIG COAST --+---. :0'<76:: ~~,:~fJ! - •• ·-1 • -fr,==•:=-•-a --, .,-c-/·,< C •• ---1 -:--~ i;;;::-,r_~-:-•~ -,_F· .. :""'. ·-! -:-::r: .. r: PLAN I.,::: 40' ----= ic· _ _-_-•--=~• 4 HIGHWAY 5 FM --------'- --··-,._ __ _,_ __ -- l, CURVE DATA /7°/9'/<.,," 9513' 289.G./ 145-Sc.' 7 ~ "RtCC)RD DRAY/ING" •-. ' ' . -·-·~··-·-·--------... -·' --------- ,--7""-· 1-----____ ,,1 • CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT THE EXISTING 27 AND/ OR 30 INCH GRAVITY SEWER IS KNOWN TO BE IN POOR CONDITION. ALL BACK- FILLING OPERATIONS SHOULD MINIMIZE THE USE OF VIBRATION DEVICES. CONTRACTOR SHALL INCLUDE AS PART OF THE TRENCHING AND EXCAVATION COST FOR INSTALLING THE NEW PIPELINE, THE COST FOR PROTECTING THIS LINE IN PLACE INCLUDING ANY SUPPORTING IN PLACE. ANY BREAKS IN THE EXISTING GRAVITY SEWER WHICH RE DEEMED TO BE CAUSED BY THE CONTRACTOR AS DETERMINED BY THE DISTRICT'S REPRESENTATIVE SHALµ BE REPAIRED BY THE CONTRACTOR AT HIS COST. COUNTY SANITATION DISTRICTS ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 OF AS BUILT -------· ------·---------------~ _ REPLACEMENT OF PORTIONS GF COAS"T; HIGHWAY FORCE MAIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 STA 0+36.00 TO STA 7 +35.86 '-.<.-'-'-+'-A_..__S_L3__.U:.....I L;_T _________ +M.:..k;._;_,c..;R..c._;_F_i:.7t.:.cB,=4 DESIGNED BY .-T Z NO. DESCRIPTIDN APPROVED DATE REVISIONS CHECKED BY DRAWN BY B B DATE PLAN S PROFILE >Y, I ( // ~ ,_c.........,. Ef'JGINE ER R.C E. DATE SHEET 2 O• 14 SHEETS JN 24785 . _, ·:·•-~1----- -----~~--i----;~:L.·:.~~ -:=- -·_·:..·.·.;:.:: ... ·-, -t----; ·-~----.,. '+ •_j_: ___ - ::..::·····•··· .. ---;--,-----+--~ l-... .: _-:·L.:..: .. £ _: ~ __ '. __ , ---. . -.. ' ' -l--_-.-.~ I '---/.. - . - • r--__ - -.. L ............. L_: 1 ; .-J : ·::. --__ ;: __ : .. i·:·:_.J .... :_;;:=: r- • 1 .... -.. ·· ; ........ :_.r __ ... ·.:· .. .r: ··-···! .... • i ---.r-·_ ··~· t···: ·:,j-:.: .-_ .. ~_!:: ~ -· ---f--. --r--. ~ ---· _, ______ _ --- ' • -- ·.· + -,_ :.:· .. :.· ... .. :--L- . __ , --~ : .. :··· • -------·· _·: --~-:r _-_ ......... • .. :·: ;.:;-: i-:~-. _----·····•···-.::i -+-----a-. '···----'··- ~ :. : ..! • . ~ • . - 1---•• ~-··· • '-.-·'!-. .; .. ·--i --...• --1-- :. !_ •. :.-•.. - -. - -i-··_ : . ' T--·------t-______ . l ·-··•-- -_; _ ... ' . -- -;----- l\ " -j .. ,. -1: •• __ -_;_:. ~·---.- -----! . 7 CONSTRUCTION NOTES +-·- --; .... ----::...::.·· ---, -. ---- -~ ---•• --• - • .. L. i I .......... f--- --,-------•- ; -----i---- •. : .. __ :J. .... i ----: ----i----+·· +----· j--- . ···••+------ 8 L REMOVE EXISTING 27" CML&C STEEL FORCE MAIN. 2 . J. .). 5. CONSTRUCT 3611 DUCTILE IRON FORCE MAIN. PER SPECIFICATIONS, REMOVE EXISTING MANHOLE. BACKFILL ANO COMPACT PLUG AND ABANDON EXISTING SEWER PER SPECIFICATIONS, PROTECT IN PLACE 7A. 7B. 13. REMOVE ENTIRE SIDEWALK OVER FORCE MAIN. AS REQUIRED PER SPECIFICATIONS. REPLACE SIDEWALK PER CALTRANS STANDARDS. PROTECT EXISTING PLANTS IN PLACE. BACKFILL AND COMPACT l4+03.39 PACIFIC COAST /3 13C PIPE: HIGHWAY F/Y/ D. = R l T = 14 CURVE DATA //0 48'07" 958 1 137.33' s~. o 2' "RECORD DRAWING" 15 /(.,, +-00. 72. EC PIPE AS BUILT Ii\ AS BUil T NO. DESCRIPTION APPROVED DATE REVISIONS 17 - CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT THE EXISTING 27 AND/ OR 30 INCH GRAVITY SEWER IS KNOWN TO BE IN POOR CONDITION. ALL BACK- FILLING OPERATIONS SHOULD MINIMIZE THE USE OF VIBRATION DEVICES. CONTRACTOR SHALL INCLUDE AS PART OF THE TRENCHING AND EXCAVATION COST FOR INSTALLING THE NEW PIPELINE, THE COST FOR PROTECTING THIS LINE IN PLACE INCLUDING ANY SUPPORTING IN PLACE. ANY BREAKS IN THE EXISTING GRAVITY SEWER WHICH RE DEEMED TO BE CAUSED BY THE CONTRACTOR AS DETERMINED BY THE DISTRICT'S REPRESENTATIVE SHALL BE REPAIRED BY THE CONTRACTOR AT HIS COST. COUNTY SANITATION ORANGE COUNTY, DISTRICT DISTRICTS OF CALIFORNIA NO. 5 REPLACEMENT OF PORTIONS OF COAST HIGHWAY FORCE MAIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 STA 7+35.86 TO STA 17+00.00 DESIGNED BY TZ CHECKED BY PLAN 8 PROFILE I I __ 1 "l@befl"Bei11,,'William"Frost G& r;:71ssociates V PAO~ESSIONAL ENGINE~ RC: PLANNERS & SURVEYORS .. OQ BOX l!lr39 • 1• ll~Al Jc,h ••"-l<lllH•Y IAVINE.C.ALIF0RN!"-~2"T• !;I DRAWN BY 8 8 DATE ,,,.) • 71·35-0$ OF SHEET 3 14 SHEETS JN 24785 ' l 1_ .-::::_: -~::_ -__ r_: __ -_··:·_·-r=···:;: ""t"··---:---~-; ·····, -------1 ----+ ___,_"" ----- _,_ ...... ,___ "-----_-i__ --•····-- _j ___ :· +-----+--- T --_j ___ --- --F ' -_[ __ _ . ------f -i'- . ' --· - . •_ -----t ; • . _, -+ ·----. -- --. f-----. :----- _, __ Q)- . ' -__ j __,_ ____ -• 7=-·: ... f_-=-~-------. --··--. ~----~--~ - -! ; ; --- i ---- ----: . ...... ' --- ---- .. ----+-......•. , --------------- .... •· ..... -- :---·------1----------, •------t -' ;_ ; _ _-:_-::;:- , _ 1- - t_ '- ' :='-,..:: ----• _-;t- ' +----~---·_··-;.:: .. __ _ --, -r -------'. \ .. _. ____ , ' 17 18 ; -----"'/,y CONSTRUCTION NOTES l. 4. 5. t<EMOVE EXISTING 27" CML&C STEEL FORCE MAIN. CONSTRUCT 36" DUCTILE IRON FORCE MAIN. BACKFILL AND COMPACT PER SPECIFICATIONS. REMOVE EXISTING MANHOLE. PLUG AND ABANDON EXISTING SEWER PER SPECIFICATIONS. PROTECT IN PLACE DEFLECT PIPE JC~NTS AS REQUIRED WITHIN MANUFACTURER'S RECOMMENDED LIMITATIONS. 7A. 7B. 10. 13. 20 FM 6 R L T AS REQUIRED PER SPECIFICATIONS. PLAN I"= 40 23 24 25 ~ • It '~-~---~ , ~o ~'-)~~~~~ -~: ~: -----=- // B .5 K -----\ ---- ' \I) \~_Z_I +_7_4_._5_-4_E_C __ i_P_f_P_E __ _ GASOLl"-lE HAS 13EE.N FOUIJD AT APP!<OX. 3. '5' DePTi--1. SEE 5PECl!=!CAT!Of0$ FOR. SPECIAL IN$TRUCTI0N$. _____ J._____. ,n.7 3"G . ·- 2.6' 27 - -- -=- ,v 4 , --. CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT THE EXISTING 27 AND/ OR 30 INCH GRAVITY SEWER IS KNOWN TO BE IN POOR CONDITION. ALL BACK- FILLING OPERATIONS SHOULD MINIMIZE THE USE OF VIBRATION DEVICES. CONTRACTOR SHALL INCLUDE AS PART OF THE TRENCHING AND EXCAVATION COST FOR INSTALLING THE NEW PIPELINE, THE COS'!' FOR PROTECTING THIS LINE IN PLACE INCLUDING ANY SUPPORTING IN PLACE. ANY BREAKS IN THE EXISTING GRAVITY SEWER WHICH RE DEEMED TO BE CAUSED BY THE CONTRACTOR AS DETERMINED BY THE DISTRICT'S REPRESENTATIVE SHALL BE REPAIRED BY THE CONTRACTOR AT HIS COST. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 REPLACEMENT OF PORTIONS OF COAST HIGHWAY FORCE MAIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 STA 17+00.00 TO STA 27+50.00 REPLACE SIDEWALK PER CALTRANS STANDARDS. 14. PF.R CALTRANS STANDARDS. PROTECT IN PLACE EXISTING SIGNAL FACILITIES OR REPLACE IN 1<IND ----------------,,----,r---t----:::::::::::::::--P,.;L;;A..;,..N....;S __ P_R_O __ F_l;;L.;;E ..... ________ 1 •o ~bet! "Beil/,,'Wiliiam<=Frost C& c,Slssociates REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PER CALTRANS STANDARDS, PROTECT EXISTING PLANTS IN PLACE. PACIFIC COAST HIGHWAY AS /3U/l T MK/ RF 17/•!}"8 NO. DESCRIPTION APPROVED DATE REVISIONS DESIGNED BY Tl CHECKEO BV -.Id PROFESSIONAL ENGINEERS. PL.ANNE R';& SUHYtYORS f-=i PQ QQJC 19rJ9 8 '•,ZS,t.LfQl'<l'AllllW,U' IA\11 .. f CALIJ0Al'<IA'l17Jt 111~1 i 72-JSOS ..a: DRAWN BY B 8 DATE me.I,-(_ ,.-'.rC._, 1/u '<;• ENGINEER R.C.E. DATE SHEET 4 OF 14 SHEETS JN 24765 -+ .+.:.: .. :: ... :r. -:--··-_-! ·_j_ ·--"!-" -......... ·•········~·· ••• ·---i----.. _.:~·:.; .... ~ ·-: __ t=· -. :. J.:·:~:_· r.~~:~.;~ ...... , -:-·-~.;.: _--_.) ---; ··--............. . I .. ::: ... '. .. . . :. ... -.. :~ .. :r~: ::~· ::::~· ... :.::;:: .... ·.:: :.. ·-,. ·: • :¥-= ~.·-~:·--:::::::~ ·: ~:. j::: .. ~·: .. ······~ .... : .•• ~ t - •·: ··-1. ···: ... _, •..... -' --·····-·i··· · ..... . __ , ;. ' I ; ... , -•i-• _ ...... --·•-· +---····_;__·., .. ' -· '-· . I -·-+-----+ - .... '. ... ----7 ; I ····· .. -···. -................ +·-·· - - ---·-·~:~. -···-·· -· . ,. . • .::j:~=L -~} :-:·~~u ~ ~ .. v·::--:~:; :~~ ~ ··::·::.~.f::·::· .. ~:r·:.-·.! '···-· -· .... -t--J:... --:; .. ~ . .-:···· -... ·:. -.t-·----=-+---... __ .:;:.--·_· -t ..... 1 ----+---------> - -------t-·--·+- __ \.,-·1. .. --~ . -,10 ---i-.. - t .-:~.: .. J.::::~:: :--:~:.:~.t-· -~t__ ....... :-... ~.:. ....... +-. + ..... ---,-··-··-·' ' ' --1· __;. ... ; - --t .. - ,-- + -- ,- ' - --i- --·-i ·~ i-fF . ' ...... , ...... ---_·: ..0i · !-•--,__ ..... , - ... _ ' -; -. -·· J ' ; .. ··~···-···--·-· •··--···; -·- -+-·--;--· ' --~ ----------=------= ==-----==--~~ ::::--..__ ----------:::::.---------.::::. ------------===-==------------------------------= -------------------===-----~ ~-~----- :\ I ' \ CONS'J'RUCTION NOTES -··-.. ·- = -::::; .. ··~.··, ..... ---~··~~: ·---.· ~-······; • · ...... . ·-· - L_ l -7 • : . ·-·· i ·-·· : ·-·· . -··· .. ·-··· ---- - -' ···-[ --·· j .... ~··· -·-··-+ ' -+ ' ' ' •• ··-- ~-·· +• ·-· -··· ' .... , __ I ' ; . - -··----- --.. --.... ,. ·--· ,. . .. -+ •--· --·· f ----···'····-- ·-···--· --' ---·: ., .. ··---··-... - 28 1. REMOVE EXISTING 27" CML&C STEEL FORCE MAIN. --··-' ·-·· .. J --·' -···- . -- .r ... ;. ··--··-,-···-·-'-·-· ,__;:;···-- ~-- CONSTRUCT J6'' DUCTILE IRON FORCE MAIN. BACKFILL AND COMPACT PER SPECIFICATIONS. l. REMOVE EXISTING MANHOLE. 4. PLUG AND ABANDON EXISTING SEWER PER SPECIFICATIONS. 5. PROTECT IN PLACE ·----- 6. 9. -+ ·····-;-_·-_--,--'·-·· --F --••-'-••·· ..... ,. --·-~·--- ' •••• ~-·-· ··~··· t···· -..... - --·· ·-·· -....... _.,, ' ' -•--1-..:_. 30 3/ FM CURVE DATA {_ T = ro"z.7'34" 1-5 3B' 280.77' /40. 77 DEFLECT PIPE JOINTS AS REQUIRED WITHIN MANUFACTURER'S RECOMMENDED LIMITATIONS. REMOVE AND REPLACE EXISTING STORM DRAIN INLET STRUCTURE PER CALTRANS STANDARDS. 32 10. 11. PACIFIC COAST PLAN !"=40 33 REMOVE AND REPLACE CURB, STANDARDS. REMOVE EXISTING LIGHT POLE FORCE MAIN TO BE CONSTRUCTED. ~ 34 GUTTER AND SIDEWALK PER AND FOUNDATION TO ENABLE REPLAC'EMENT FOUNDATION TO CALTRANS NEW BE CONSTRUCTED PER DETAIL 3 ON SHEET 7. SALVAGE EXISTING STREET LIGHT FIXTURE AND DELIVER TO CITY OF NEWPORT BEACH YAQD. HIGHWAY 35 31 AS BUILT " ill AS GUILT NO. DESCRIPTION APPROVED DATE REVISIONS I CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT THE EXISTING 27 AND/ OR 30 INCH GRAVITY SEWER IS KNOWN TO DE IN POOR CONDITION. ALL BACK- FILLING OPERATIONS SHOULD MINIMIZE THE USE OF VIBRATION DEVICES. CONTRACTOR SHALL INCLUDE AS PART OF THE TRENCHING AND EXCAVATION COST FOR INSTALLING THE NEW PIPELINE, THE COST FOR PROTECTING THIS LINE IN PLACE INCLUDING ANY SUPPORTING IN PLACE. ANY BREAKS IN THE EXISTING GRAVITY SEWER WHICH RE DEEMED TO BE CAUSED BY THE CONTRACTOR AS DETERMINED BY THE DISTRICT'S REPRESENTATIVE SHALL DE REPAIRED BY THE CONTRACTOR AT HIS COST. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 REPLACEl'.ENT OF PORTIONS OF COAST HIGHWAY FORCE MAIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 STA 27+50.00 TO STA 37+ 00.00 DE.SIGNED BY TZ CHECKED BY DRAWN BY BB DATE PLAN S PROFILE SHEET ?J: u:.1-S: £) cl ..... 1 ! !,, I. r 5 ENGINEER R.C.E. DATE OF 14 SHEETS JN 24785 . -...... ,. _ ·1:--i : "' ::_l, _ • ---: ----i- ; ccjc • 1 ~.::' ·:=:'f t·},~j- ' ' ' ' ' ' ,----- I. -,.,_;:.: ------; ----·----·----' ·------.-." .. ::~---L l. 3. 5. BA, BB. 11, 5 GAS 0 OwoLLS " +---+ ·IU ' ... 3 o" F.NI 10.6 5. I REMOVE EXISTING 27" CML&C STEEL FORCE MAIN. CONS'l'RUCT 3 6 11 OUCTILE IRON FORCE MAIN, BACKFILL AND COMPACT PER SPECIFICATIONS. REMOVE EXISTING MANHOLE. PLUG AND ABANDON EXISTING SEWER PER SPECIFICATIONS, PROTECT IN PLACE REMOVE EXISTING STORM DRAIN INLET. REPLACE EXISTING STORM DRAIN INLET STRUCTURE PER CALTRANS STANDARDS. 10. 12A. 12B. REMOVE AND REPLACE CURB, GUTTER AND SIDEWALK PER CALTRANS S 'l'ANDARDS , REMOVE EXISTING CURB, GUTTER AND ENTIRE SIDEWALK OVER FORCE MAIN. BACKFILL AS REQUIRED PER SPECIFICATIONS. REPLACE CURB, GUTTER AND SIDEWALK PER CALTRANS STANDARDS. PACIFIC COAST 44 HIGHWAY ,N 45 ~ C!) 7 CONNECTION DETAIL ASBl/lLT 9.5 CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT THE EXISTING 27 AND/ OR 30 INCH GRAVITY SEWER IS KNOWN TO BE IN POOR CONDITION, ALL BACK- FILLING OPERATIONS SHOULD MINIMIZE THE USE OF VIBRATION DEVICES. CONTRACTOR SHALL INCLUDE AS PART OF THE TRENCHING AND EXCAVATION COST FOR INSTALLING THE NEW PIPELINE, THE COST FOR PROTECTING THIS LINE IN PLACE INCLUDING ANY SUPPORTING IN PLACE. ANY BREAKS IN THE EXISTING GRAVITY SEWER WHICH RE DEEMED TO BE CAUSED BY THE CONTRACTOR AS DETERMINED BY THE DISTRICT'S REPRESENTATIVE SHALL BE REPAIRED BY THE CONTRACTOR AT HIS COST. COUNTY SANITATION DISTRICTS ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 OF REPLACElvlENT OF PORTIONS OF COAST HIGHWAY FORCE MAIN" 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 STA 37+00.00 TO STA 45+17.92 PLAN a PROFILE CJ?.qbertCJJeil/,, 'William'"Frbst ® c54ssociatcs PROFESSIONAL ENGINEERS, PLANNERS 5 SURVl ,r,;.is 1'0 0OI 191H ■ I• 12~ A.l TON PARXWA'f IRVIN~ CALl~QA"-11~~,: / 18 111•, Hl!·J~C,S I--"/,\=' l..J-.:A::L.::5:::....:B=U~/ l:::.7!,_ ________ -!,'.:fi.!.:1!:.J.!.~' /1.,:R~F=-i:¼:c::?.C!;'il't.,!.'f!,C}'::zi DESIGNED BY DR AWN BY T Z B B ~,rr -, ' J_!;N~O!.;·L ____ .,!;D!,!:E:,:;S~C:,!:R!.!,l~PT,!_l~O~N:..,_ ____ .i:A!,!P'.,!:P'.,!:R!,SO~V:,!E~D~,!2D~A!_TEU-;::;;:::';:-:::T~-;;-"'---7//2,_cfJ-J..., ./4--..:, J/11!t-F, SHEET 6 REVISIONS CHECKED BY DATE ENGINEER R.C.~. DATE OF 14 SHEETS JN 24785 EXISTING COAJTRAC.T ~ 5-25 NEW CONTRACT 5-31 ~-CONC £.NC;:JSCM£.N~ NEW ~-3 <.,,"" 24" EXIST 24" DIP-- ,---1------L 1--EC C. RED UC. ER I\ EXISTING 24-11 ~ -TO PLUG AND ABANDON - ( <;.Ee 01:T-~11 S'lf ~ : ,t:> • P. • . ' C, . . -------• • NEW 3G," FM REMOVE EXIST. c.7" C/Y1L 1;. C. FOIC:CE IVIAIN RE-MOVE EXISTING 2 7" x 24" f<.EDUCER CONNECTION DETAIL I I I f ?" 7'' I " c. 4 O -- =4 C, L," TOP ( BO I I TT.7: ~ ' • "' . ' N _, ---.+r!f\ . - I '$< ,_ j . . ' ' , I -.;/f--BOLT C/P.CLE ;"A/\J Ci-lOR BOLTS _J (5 EE DETAIL) NTS _j I -----ti) PLAN ~ TOP OF FOOTING NTS c. '-o ,, 2.'-7" <,) ¢__ POLE ' 0 J ' -I'-- I'-&" 2 C." CLEA/<. 3" CLEAR >/('BOLT ARRANGEMENT ANO PROJECTION TO SUIT BASE ASSE/Vi/3LY PER CITY cJF NEW,q;,l?T 864CH STD-ZO/-L • • • • , (j) • • • • • • 2 -"' 4 eerweEJ..J BOLT WASI-IER $ 4 x 4-•?"e, ft. WASl-lcR. AND ){EX MEAD BOLT ANCHOR BOLT DETAIi... NTS () (SEE-l.l DETAIL) --""4 <"? 12" TOP ( BOTT \_...+-----,4,I+"---~-==:::::;---5 f DE-WALK. MATERIALS CONCRETE: ., ....... # <f @. <.,," <I) 1/J -~ ..... \':( ~ -3 l'r) ...,._, j- • • • • • • • • • • • • 1:-7--'-t--'-' ~-• 5" • • 3" CLEAR. ' 10"± z.'-o " --rt__ 8'-0"~ FOOTING SE'C. TION NTS 'i:..-"'4-EA. FACE 3000 PS(@ 28 DAYS REINFORCING: AST/v'l AG/5 GRAOE(,.O REINFOR.CING BARS BOLT5 : )(. LP 1 -o" AST/Yl A307 OR SETTER. PROP 12" W 0 0 NOTES E-XCA VATE TO BOTTOM OF C 0NC. FOOTING.. Ir=: DRY, FOLLOW SOIL PREP NOTE® BELOW. C0IY/PAC T EXPOSED SUB-BASE- W/ 1-IAND -TAIY1P&P: TO 9 O 7o COMPACT/ON. ® [F Gl<.OUNDWATeR 15 PR.E$ENT IN FOOTING. EXCAVATION, EXCAVATE /2" BELOW t30TT0/v1 OF FOOTING. PLACE AND COIY)PACT /2"~ 3/4" GRAVEL BASE. LIGJ-IT FOOTING DETAIL ~-REMOVE EXIST. 27" CML (. C FORCE f,')AJ/'J NEW NEW E~STING • CONTRACT 5-3 I CONTR.ACT 5-2(,, 3{.)' x 30 ,, EXIST 30" DIP ECC. REDUCE!<. REMOVE EXISTING. 24 .. FLUG VALVE SALl-?46£ ef DELIVER //4LVE {" REDUCER 70 C'5POC ?LANT I P.EMOVE: E-XISTING 30"x24" P.E-DUCEP-. CONNECTION NTS DETAIL ~ Z4 11 t:>IA-P~SG.AS, CONC:;zCTE SHAFT 11 BRONZE ANGLE. f'lETi':R STOP COMF'ACiEO ' 0 ... ... .1. ~ :2411 M.l-l. FRAME 4 cove=:R PSR c.s.P.Q.c. STD DWEr.No. 5-33-3 0 -•• ;2.J..11 C:ONC. BA'5E __ ...,. 2. GFNE'RAL zu P.\J.C., SLOPE 10 M.\-l., CORE PRILL, 8XTEND t=IV.C. PIPE Ti-lROUG.-1 WALL " SEAL WITH AP-PROVED CAULKING. ', ~-211 HIG,1-1 OE.NSIT'( !"OLYETI-IYLEN E . , , TU!31N G ,. ~ "'. ·-2 11 BP-OHZE LP. n-1REAO PIPE CAP NOTE.: AL.L 1,1 A-T i;;;:,. IAL S M.A),UFACTU RE::O by JAME.S JOI-JES , FORO 01>. APPROVED EQUAL. ( ExCEPT AS 1-JOTEO) HIGH POINT VENT DETAIL NTS "RECORD DRAWING" COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 REPLACEMENT OF PORTIONS OF COAST HIGHWAY FORCE MAIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-:31 MISCELLANEOUS DETAILS "Rgben 'Beil/., 'William'Prost !®. c:511-ssociates PROFESSIONAL ENGINEERS. PLANNERS & SURVEYORS P.O. 90)( 19739 • 14 725Al TON PARKWA'I'. lnVINE.CAUFOANIA9271 8 (714)472-3505 SHEET 7 OF 14 SHEETS JN 24785 50"FM 3G"FM z.4• EX/ST/NG PACIFIC COAST HIGWAY ~--NOTE• THIS FORCE MAIN MUST BE IN SERVICE ANO COMPLETE FROM CONT~CT5-Z9 ,REV/SIONS P/f:10,R TO INSTALLING NFW FORCE M,41N. 30''.FM 34,H FM PHASE/ ~. 8/TT~I<',, T :?,. 'bCAP< STA. 3G." FM \.._ ________ ___:3~0:........:· F,...:.M....:..._ _________ -0---i><:J-,--t><J--i) PAC/F/C Ca-457 HIGHWAY FIN.41.. "RECORD DRAVVING" COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT N0.5 REPLACE~NT OF PORTIONS OF COAST HIGHWAY FORCE MAIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 PHASING PLAN t:JwbertCJJeil/,,"William'Pr'ost ~,§l.ssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O.BOX I 97:.19 • 1 4725 ALTON PARKWAY. IRVINE.CALIFOANIA92718 17U] 472-3505 l-_+"-A-'-'5:::....::13::::...:..U.:..:/ l::.,;l....:,__ _______ -4.!,.M'-!,.'K,O,,L,;RC...:..:...F--f.L:.?:..eS'""""' DESIGNED BY DR AWN BY J_N~02.J. ____ _£D~E S~C~R~I P~T~I 02_N~---_J~A!:P P!:'._!R~O~V~E~D~D~A:!!TE~;:;;;T;,Z:';;;"-;;;t";:~JL ..... _i 7.?Lc.£;,,..J, f.:.1 ,..( _.. 1 1/,,/., • REVISIONS CHECKED BY DATE ENGINEER R.C.E. DATE SHEET 8 OF \4 SHEETS JN 24 785 ! ;'1,-:/ '\_, ,\°" ;· ' 1/, ,,,..1½,-t,·.:t;..:...,.-\: ·--,: .J, ;:, ') ,, i~rt ,;t(~ ~·- ,:;_.r.;., ' "i' '•,1!:"• ~-• St~·.:,,:,;·'._ -: , .. tl!I/t> ~,l':3, .i , . \:. ·" • ~·.;·· ~, --) .. ,, iVJ);::~:i• ", • .. • I~'·::.;:c ~- tf:·1·:::;• ,· -~::It> ,'I:;-..,,;~,' • ;.';'\ .. :~ f}'.;",\:"'1 ·)',:,, "£:'..<,:;_'.' ~--,,. 'i" (' '.i;; ' ,' ~f(;; ''. {{,t\,~- -i,? ·t; ::1:-; [j1f'::::, .. , .. , ... . '• r~t4(> {: ' ',l ' ~ J,<",'•• \' ·-r :t ; ~;.:,.,,..,. j '\,-,.:. I'' " ' ,~--' ,i', \;· 1.r.:_:.,.:~,i_ .. ' C;' , r,· ~ '·:·,., _;.,-,•,. •J•l:, :f: ': iJ,'<~-: ~ · . .., -. }Jjj~~\ ~ .; . !.}; •.. .,_ •. '.t :)/,-~ ... ,,~ · .. , <t{ .,-_ 'if.. ,_ fi17• '. \. L 'f• :,;:; __ ,, :i,~· .',. • ' ~' ~ F,;;;1 .• .'. .. :_-.-,., .~. .,,, , ·~z,: t ,: ", , •• , ·.·~~f•·,-· •. . ·.·t-·· ~'J!-i'-. ,; :J -..: ; ,, . ) • ',1'.':·:'•:·:. '•· ., . . :)/' . .', ':: ., ;::,:-_ ,,. 't::; 'l! i: • tL. ~r. . .. , , .. . , ~?" ,,. GEA/ERAl NOTES A. C.' Q . . e. F. H. AA/D L J. t:. ,U, ; .... -•. ~ ... -..: : . I 6::,~T\ON, • 'C>e.:.Ltt-,;le:,o..."TQ'F\ .' .• ;_ ' --. : -~ ·' ·\. ~.t,>- ,-,c., --~, .• ,._ ~ , .. 4'. 4.-:, ·"·~~-;-' f'i, . .;:~:---·•·A::··. ', _, ..... ::L~~§ii¾l~ttititt?{:J}:?itt~~:~t;ilt::~t~:)::~::-;· ',;__· > ., ·-,; ' -::: :, :; "/5,P • • • ' ,·,"t·'• ' , :, ...... ·"!-,.' =·:r_t ·' : • • 1 ' ' . , .. ,, .\ '· -~· ,,, ;4N0 • -- - _;)•-'-~'_.·-····;..:_¥:\,' ; -~,:::'•~ .. , NIGt'ITTlt1'JE C0M5Tln:'.'.IC770N {IOP/Yl T06/ll'?) 7Z #0'.'.J~ INTO .TRAFrlC LANES ·BE BY.·ust: 8Y' • EAIGII.J€€R. •• . . BY: ENGIAIEER: ,4. M. ' ' • TRcA/CH CcTAll. •0 .. .y. = FLAGTF=!EE e: • TYPE It B~RICAOE. ,<>,.NQ • (NOTE K.') • TYPE m 6A.R~ICA.OE. ANO (NOTe K ') • COi-JST,. OE.LINEA.TOR .OR CONE EXISTING SIGIJ POST. N E.W< OR TE.MPORARY ::',IG"-1 • > ' , J 5' ... .·,>':."· ·,..i '. •. ~ •. -. ' :;'""· ' ' .. '._ :,.J1>1 ,' .. ) • -•·~--· ,., ·<:t·',,,-~ _, ~ ~ ·: . ..1--'~'" r~•' ~,.,, ". . ;, .. ..,. .. ~ ~·.:r; ;;;'.:.:. >·· ---• ' .. ,,.;, '>,- W.: \ -" .~",,·:~i•~:;• - \:::·-. _,, ': . ·,· .,. '. .. ,.;-~{ . '"'" • ,'"' > ·.; ,. -:J- I .-:;_ - ,· ,·,-.. . ·, ~ . ----•-.-·-----------·---;,•:~r-·---=--' • ;~-.; ·t ,,- · '•· P.REPAR ED UNDJ.R THE SUPERVISION OF .iJ).JJt,&f/ ~-"''° DAT1'i•(.-£1S • HILIIRT WILLIAM DICKSON .li,c.1. No. 19417 • ~-. ·- : ,__, 'l ['~;;;,. ,· . ' ' . , ,. r • - ' . ' NQ7c.•: • . ' . ' .TYPICAL LANE CLOSURE - ►• ~-..· I li~rml• ~ • l'~"-'),.~~; 1.,-i.J..\. ~-~---"'""'''"'"""-~ • . .. ~.tt;.1,~_ae._::_ . ~-Y:,i~~-~ Ill • c5' CM . I!] )I! ~.fcl ;_-·~:~~ -:"> lli", ---- er• 1r.- lli"• 1r: ~ JO"idllC ...... -• lllffo:r;..., ► l'trloMI Sip leff:;.n...:i;....~-.......... , ... 0.,,5«1,.. .. Jt ..... ... .. .... ' , .. (*l\lnoil .. ltkxillfllll:i-"'-~""'""""'°" ..... .-1m .... 111ttt. ' ~TAT!! OF CAl.l'OIIMI,\ OEl'All™EcN 0 l Of' T11At•8~"1"ll011, • ;TRAFFIC CONTROL.SYSTEM FOR LANE CLOSURE ,.· •. •. ON MUL TILANE CONVENTIONAl HIGHWAYS • • MISCELLANEOUS 0ET AILS T-11 A 50:I T,4/0ER sit& '6E OSEO FOR COAST fl!GHaJAY ll/t/0 ,4 7//R=I? SN~< 8€ OSSO R:Y9 ,8,(Jll:jQA . /.?<.le.JO£. ···:·.,: ',1,' ' ' -l, ,,;, :,~-' : .:~ :;: _-.. ... ;, . -· Jf'' ... \ : :. ~-·-• ..... ). '/ .,, ' ' ''RECORD DRAWING" THESE RECO'ID ~R-\W•~.'C$ HAVE BEEN PREPARED . / IN ACQ)ROANCE WITt-1 INfORMAT!ON SUPPLIED BY • lHECONTRACTOR. >' ' ' ... ~' f ~·~ : ... , _,- COUNTY O.RANGE SANITATION DISTRIC'TSO'F\,,i COUNTY, tALIFO.Rt-.JIA DISTRICT NO. CONSTRUCTION TRAFFIC CONTROL, ,' GENERAL1' NOTES AND DETAIL.S _I:.., ' 'f, ....... ;t. ' • '· ·., ' , .... ·--.-~~:fr~,~:-~~ ... ,•,-, / '. ;.~~- CJ?gbeT1 CJki11.. 'TT-'illia m -Frost ,:& ~; ,~:;, ,._ -:-... ~'-~-~-·. • I< ~.] ~-"·"' .,. ' i :: ! :i • NOTES THIS SHEET 1 FOR GENERAL NOTES AND DETAILS SEE SHEET 2 INSTALL CONSTRUCTION TRAFFIC CONTROL DEVICES NOTED. 3 4 5 6 7 SEE SHEET 0 FOR TYPICAL LANE CLOSURE TRAFFIC, CONTROL DEVICES AND TAPER LENGTHS. INSTALL "TEMPORARY NO PARKING TOW AWAY" SIGNS ON DAY PRIOR TO NEED FOR LANE CLOSURE. MAINTAIN ONE DRIVEWAY ACCESS. INSTALL Rl7B SIGN AND C2, C5(R+J SIGN AS SHOWN DURING USE OF SINGLE DRIVEWAY. MAINTAIN PEDESTRIAN ACCESS. CONTACT CALTRANS 48 HOURS PRIOR TO LANE CLOSURE FOR TRAFFIC SIGNAL OPERATIONAL CHANGES. CONTRACTOR SHALL OPEN CUT FROM 10PM TO 6AM AND PROVIDE NECESSARY LANE CLOSURES PER CALTRANS STANDARD PLAN T-11, AND AS DIRECTED, OR BORE PIPE DURING DAYLIGHT HOURS. • ,.<-'.·~--'!_•·-. i~"" ";irF·i? i\'~ij'f: ~,p-~s:-··_ ··:.~~ ',, -·~J:~~\ ·::: )~ • -• . '},> ~ " ,,-~, "°' ~~- -._ . .,_. :>~ .. << -::-, l PACIFIC , .► ¾iii-Wzt-1 -:r~7 •' PACIFIC ,. '~ ~ ,= ""'"" ·-,.,, '}j~)'' COAST HIGHWAY COAST HIGHWAY ,r~,PA.RED UNDER THE SUPERVISION OF f~ ~~ DATE q -fo-fil & HILBERT WILLIAM DICKSON R.C.E. No. 19417 TRAFFIC ENGINEERING 11'.i'\ 1-1erman CONSULTANTS \5' kimmel and Associates 3300 IAVINE AVENUE. SUITE 180. NEWPORT BEACH. CA 92660 • (714) 8~2-8616 '70011c "RECORD DRAWING" 1~1F: CONTkACIDR AS BUILT HK KF NO. DESCRIPTION APPROVED DATE REVISIONS ·scALE 1/2 . I 3 inches 0 I on 111 =40 1 I origino1 1 arowing COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA 2 REPLACEMENT OF PORTIONS OF COAST HIGHWAY FORCE MAIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 CHECKED BY TRAFFIC CONTROL PLAN ~Cfkiq_.'William"Ftost ® <:3lssocialr!s DRAWN BY V DATE PROFESSIONAL i:NGIN~f RS. PL"'-t,;hlEi<S & SUAVE YO AS PO BOl 1!1139 • U/2~ "l ;o"" PaR,n"'""" IAlll"'f CALlr0~"''"'-92 7111' .-.. ,.;.,; ::s.:, ENGINEER R.C.E. DATE OF SHEET 10 \4 SHEETS ' :' ' • ' e:::•·- •'" ~ .. > , , , .......___,'1·• ,• , f'> r."~ ;,.~- •••• I T-//0/Cl:Jt.. 5/fccT 14 SHE£.T PACIFIC COAST ··~:· t-""~l ..... ~-. .-. t ._... 'f. . , kl - • ,, . \·"-~, >~✓,:-:~:- HIGHWAY 1 Ty~ICl:JC... ~ "'.'4 ;~ t ' l _,, ?j ' ' <; 1 ct l ,:,~ -:~i -~ :,, 1 i~ .,, ·1 .. • , , t ~ ·:3 l J '-I '{ 1 .•J ~ , • ~ ., •..• , tf.1:i .iftf' :\"''L~_,_'> - , ,+:,f..;r_ ~ ,_./·-~~t;'::j,;., ,, . ;,::':;Jt:;t:t!J,", SCALE : I 11 = 401 1/2 0 2 ---NOTES THIS SHEET 3 inches on original drawing 1 2 3 4 5 6 7 8 FOR GENERAL NOTES AND DETAILS SEE SHEET 0 INSTALL CONSTRUCTION TRAFFIC CONTROL DEVICES NOTED. SEE SHEET q FOR TYPICAL LANE CLOSURE TRAFFIC, CONTROL DEVICES AND TAPER LENGTHS. INSTALL "TEMPORARY NO PARKING -TOW AWAY" SIGNS ON DAY PRIOR TO NEED FOR LANE CLOSURE. MAINTAIN ONE DRIVEWAY ACCESS. INSTALL Rl7B SIGN AND C2, CS(R+) SIGN AS SHOWN DURING USE OF SINGLE DRIVEWAY. MAINTAIN PEDESTRIAN ACCESS. CONTACT CALTRANS 48 HOURS PRIOR TO LANE CLOSURE FOR TRAFFIC SIGNAL OPERATIONAL CHANGES. PACIFIC COAST ----.·.:= 4J'i6\ESSJo HIGHWAY P'i':ARED UNDER THE SUPERVISION OF 7Y(., f tJ.df._Co,r.J,-DATE C/ -r,,-B@ "RFCQRD DRAWING" !"l ACQ..'WOANCE WITH :NtOOMA.TION SUPPU!:O B'r Tl-ii: CONTM,~OR COUNTY ORANGE SANITATION DISTRICTS OF COUNTY, CALIFORNIA REPLACEMENT OF PORTIONS OF COAST HIGHWAY FORCE MAIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 TRAFFIC CONTROL PLAN HILBERT WILLIAM DICKSON R.C.E. No. 19417 ~~ ,>1\\\1a111 /;f '1}'-.Pober'f<:&i11.,<William"'Frbst ~c5-Jssociates -.;::f:! --~ ic.:::J --PROFESSIONAL ENGi NEE FiS. i"l.,11,NNEAS& SUFIVEYORS \!1~ x No. 19417 ·TRAFFIC ENGINEERING 1>oeo~19139.,,12~.,l'°"'".,IIKW!IYJIIYl"'Ec.,L1FoRN1111111111 , .. ho 9•30~9 ©krman CONSULTANTS ,,,.,.,,.,so, ·1_ ~~ C/V\l , CONTRACTOR SHALL OPEN CUT FROM 10PM TO 6AM AND PROVIDE -'11![.oI_ctjj} , immel and Associates l---l.!:.A1.:S::'.....!!3,::'.,,::'.U!.i1le..!,T _____ _.c.,_,-----lf!.:M.~'!<.~R~r=11":'-'1==i DR 'tN BY --rn / r r") I} / I ,s,HEET 1 NECESSARY LANE CLOSURES PER CALTRANS STANDARD PLAN T-11, 33001Rv1NEAVENue.su,~T!,'ti2~~~:oATBEACH.CA9266o NO. DESCRIPTION APPROVED DATEl--..:...=:....--1--<:;..:;--~//he.:◄o.J<:· h:t::■ ··•~• 1 ,, tU 1 l~--■A■N■D-A_S_D■I■R■E■C■T■E■D■•-O■R-B■O■R■E-P■I■P■E-■DU-R■I■N■G-D■A■Y■L■I■G•H•T-H■O■U■R■S-• __________________________________________________________ .,:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,;;;,;;;,;;;,;;;,;;;,;;;,;;;,;;;,;;;,;;;,;;7;CC;,;;~;/e;;;;:;;,;;£e,;,;;;-;8'.\-;,;;;:Jt~:~::::::::::::::::::::~R~E~~V~-l~S~-IQ~~N~-S~:::::::::::::::::-:,&.C■H■E■C■K■ED-B■Y■l.■DA■T■E-■11~o~f-..,;,E~N■Gl■N■E■ER-■R■.■C ■E.----□~A~T~E~~~OF~j■4-■■S■H■EE■T■S .. J :,-r,..1z47e,5 • • • • ···~~-~-~--,----------------,-----~.::-.----,--------------------------------------------:------------------,---------------------------------------------------------------~ NOTES THIS SHEET 1 2 3 4 5 6 7 8 FOR GENERAL NOTES AND DETAILS SEE SHEET "'.> INSTALL CONSTRUCTION TRAFFIC CONTROL DEVICES NOTED. SEE SHEET~ FOR TYPICAL LANE CLOSURE TRAFFIC, CONTROL DEVICES AND TAPER LENGTHS. INSTALL "TEMPORARY NO PARKING -TOW AWAY" SIGNS ON DAY PRIOR TO NEED FOR LANE CLOSURE. MAINTAIN ONE DRIVEWAY ACCESS. INSTALL Rl7B SIGN AND C2, C5(R+) SIGN AS SHOWN DURING USE OF SINGLE DRIVEWAY. MAINTAIN PEDESTRIAN ACCESS. CONTACT CALTRANS 48 HOURS PRIOR TO LANE CLOSURE FOR TRAFFIC SIGNAL OPERATIONAL CHANGES . CONTRACTOR SHALL OPEN CUT FROM 10PM TO 6AM AND PROVIDE NECESSARY LANE CLOSURES PER CALTRANS STANDARD PLAN T-11, AND AS DIRECTED, OR BORE PIPE DURING DAYLIGHT HOURS. cotVSTl?C.JCT/0{} ~~;~)1~i''(~!~~~:"7Fw.'.~~~,,· ..... , .·•.. •(t """~J~~,~~J/!lJ'f .• 1.1 ~ •• ~~~r,ii\i~;.::1:~~~ !~!!i~F'~';it~ ·". • 11 } .·' ,~_. --~, .. -'_-·-·'- ·:::~--::---~-~~ _'.<''' •• •,--~ ,' ';i,''' ~, •,, i•'•'',,'~•;/ -•• .-~:"~:,>,.'.<_d~' • 'f;,'C;'t:'S'~>.,. ',,,°.'<~-•• ;~r;,,.~41:j•::')~~' / ce· CSrt:.t) -. ·" PACIFIC ~(m) ·COAST HIGHWAY p~~~D UNDER THE SUPERVISION OF f./,/.&1J.I~ DATE q .fo-S/3, HILBERT WILLIAM DICKSON R.C.E. No. ~ TRAFFIC ENGINEERING {1:j'\ t-terman CONSULTANTS \-9 kimmel and Associates 3300 IRVINE AVENUE. SUITE 180, NEWPORT BEACH. CA 92660 c114> as2-a616 7001,e/ a3-eq. "RECORD DRAWING" SCALE· 111 =40 1 1f.l ACCORDAM;( W1TH !Nf0P."4Atl0~ SUPPLIED 8,rl 1/2 0 -- -3 inches on origin a I drawing COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA 2 'REPLACEMENT OF PORTIONS OF COAST HIGHWAY FORCE MAIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 TRAFFIC CONTROL PLAN ,,_,.-< ~CJJeiq_.'William"Frost 0c7'fssociates 1--11-1A2S,,:_Jl3dJ!.lf.f..!! L"'"T:......... __ :......... _____ -J-'N.=*~R~r'----...J.L:~gc:z.iq DESIGNED aY DR AWN sY PROFESSIONAL ENGINEERS. PLANNERS& SURVEYORS PO !Kl:( 1!1139 • 1 47Z$Al H)fll PAAICWAY, IAVINf..CALlfOANl.1.92111 ('141), 12·3~!> SHEET ,z ~N~Oj. L ___ ....E_DE~s~c~R~l!:PT!_!tgo~N-.-,:-,-:-.,.,.-::,-----....lA~P~P:!R!SO~v~ElD~□~A~TfEtc~tJ~,,.,,.-~~~~6-::--;::1~ Q,.o.,,., ,,11 /,, les REVISIONS· CHECKED BY DATE 7/11 ENGINEER R.C.E. DATE OF 14 SHEETS ::lNZ.4'75'5 ,","'b ,,,,.,~ , r~:~~: ·. . .• ' \ J;. I .. ' , • ~ '1> • • i i> -. ' ~ 1 r • ,, • C r:.·i~ " t sJ -·- l,°;'"', ~ " t;:r-' ~~•, r; \ ;::~~·. -.:.- :·~~, .£ -, • ""': . ' ' ' • ' .. ; _,. ·:J ., ::.·,; ,, ,, ,,. ,,. :f • , :,.-_ ... lt~ : :it' ' :'el .. . . ·1,'' ~:; :;: •' ,,1. _.., ►,~ '. ' , '-'! r}i.•,' : . ~ r ~ ,. ' fr·{,~ i' if•,:~· •;;,~cS•~~- !S•1 ;~ :;;, •. , ...• ;;' ' ~ , ' -• • \, ;i;-,-, ,", ':: , . ~ '. i~, ,·•'l t ,.t . ,.,, ~ ,• ' ,, '" ' . ' '· ,.,,,.. ~; i~..,\~,, .,. ., ~ ~--.... ~ "· ~ ~' • C j-~ ,;' ~ ._.,,. ' . ' ~•-' ' ~-· ,, J;>'i-<'. 0 ... · :-.... - G. • ,,., • ; "'"'p ' -\ ' '" ,., -~ . . ... -1· . _.._ ·-. ,~-,-~, 1; .,·:·,_._ •· . .,, . ,:,. . -t; ' i· 1': -~. ., '. -;-·:1i~ }; --~--'" .ci::,.~ :_:;;$'t:G:],, '.-,;-. \?!t J': •i·~-- ~--- ~:•• r, ~ ~_;• ~ • -~· -,, ' . ·-:.t~ .. :~ •• "', 7 ~ • • ,..~ )• \ .... ·i.,_ • :-~ ,.. ~; -~ •"-, o , ' ~' ~,:·· ·~ .,_ 7;; . ' ' . .,. .. ,,. -. .. . 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' oNTACT • ~:ifrRA"Ji, .it :;oks . PRIOR TO LAN~ cLosuRE:·· Fbit • TRAFFIC SI4NAL OPERA',l'IONAL CHANGES. ;;., '. • • coNTriA~-ToiJ!s~L: ~~E,: ~T-;.R~~:;,1;~~ TO' 6Aff AND-'PROJ' NECESSARY J:,ANE CLOSURES l?ER 'CALTRANS STANDARD; PLAN' AND AS ;D~f:C!ED • OR RE 0 PIPE 'DURING.DAYLIGHT,HOUft:. J ,. '. ,· '!',, ; . , . . . \ . ; . ~ -:';_ ~ ~-:" • . '??f_ _, --' -l •. .~n~,. . '· . { ._.,,: ~ ' . ' ----~ '" ·i ' ' f .... _l ~-, ~ ... ~~ .. ; '• , .. --N~ r :tlON SUPPLIED fl" -, ·,'"•~ •1,, '_ , ;;,_' ~ ... , ;< SCALE 1/2 0 • • .... I II ' -----·3 inches. on origino I drawing CO U NT Y , S AN IT~ 10 N 'OR ANGE .co·uN TY, CAL I FORNI A DISTRICTS OF " -> • ' --, PORTIONS OF COAST HIGHWAY FORCE MAI c.. E;r"Tii'NEWPORT.BOUL.EVAR_D 'CONTRACT 5,.:31~ ' . TRAFFIC CONTROL PLAN DR~WN B'Y ,. VB -"' ~~ ... __,., ,·; ?:•.,;;-z~~:rr·~ __ ; :'" ~CZkiq,."William'Trost 0c5)1ssocimes PROFESSIONAL ENGINEERS, PL.ANNE AS& SURVEYORS PO fl01t19'39• 1,?tSAlTONPAAll:WA'I' IRYINE CALIIOAJ,HA~711 ~ R.JJ.ma«r ,;{11~• ; ENC1NEER RC E OATe SHEE I" o, I --/11 1 ' ' \ i ' ' ' , • i• :lf: .. '.J " . ;,-• ., :1 (' » ( ~- • f_ '' -~ .. ., , t PROVIDE.···-. LAN··.T-1i; URS;> "RECORD DRAWING" ···-·---·--·----·-·-·· -- ~it~ED UNDER THE SUPERVISION OF ff~~~ DA TE 'l -lo • '8 ib HILBERT WILLIAM DICKSON R.C.E. No. 19417 TRAFFIC ENGINEERING if\ r1erman CONSULTANTS \-9 kimmel and Associates 3300 IAVINE AVENUE, SUITE 180, NEWPORT BEACH. CA 92660 1714) 852-8616 / a=., Aa '70011?:. '-"-'-'-' , SCALE I" = 50' 1/2 0 --3inches on original drawing COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 2 REPLACEM::NT-OF PORTIONS OF COAST',HIGHWAY FORCE '-"AIN 59TH STREET TO NEWPORT BOULEVARD CONTRACT 5-31 TRAFFIC CONTROL PLAN CJwbertC/Jeiq,,CWilliamProst®c}l.ssociates PROFESSIONAL ENGINEERS, PLANNERS! SURVEYORS P.O. eox1 9739 • 14 725AL TON F>.11.Rl(WA'( IRVINE.CAUFORNIA9271 a (714)472-3505 AS 8/J/lT f<. RF oEs;y~Y DRAWN BY ./?; /. f . , 1 ii / ~N~O~·L ____ __!::D~E;.:S!;C:_!R!,.:l!;'.P..!,T_!!I O:!_!N::_ ____ _j.!,A!,!P:,!P:'.!R~O~V~E_!:D:.L!~~t;:-::;;:::7;:-t-;:7::-;:0~:7':7/, '.A.L-.~'< !,~, ~~ , 11 ~ ~ SHEET 14 REVISIONS CHECKED BY DATE 1/ t 8 ENGINEER a C.E. DATE OF 14 SHEETS