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Home My WebLink AboutDWG 802-8; ; CALTRANS I-5 PALOMAR AIRPORT ROAD OVERHEAD, 1966; 01-107Sheet No. " "' " " II " II " II II II II II " II II " II ti II " " II II II II ' ' .· .\. ' '' II II II II II " ''. --· · 11 H ',i ' INC)EX OF SHEETS I 2 3 4 -15 16 17 18 19 -20 21 -26 27 ~30 · 31 -49 50~63 64-81 77 82-84 85-97 98 -107 -18 Title Sheet Typical Cross -Sections Paving Detai Is Plan and Profile Al Inement Detoi Is Detours Construction Notes Structure List Structure Details Water Main Relocat1on Standard Construction Detoi Is Electrical Details Signs Construction Notes -· ' r•' BRIDGE PLANS Las Encinas Overcross1ng -Deck Revisions (Br. No 57-281) Palomar Airport Rood Over crossing ( Br No 57 -556) · • Palomar Airport Rood. Overhead (Br No. 57.C -:-176) Cross-Sections· I Beginning of Project \ \ Station -1810•00 P.M •. R46.4 I~ ' ' 10 ' ·' ' . i. 'i ' ·•· 'STATE OF CALIFORNIA .. ,,. ' HIGHWAY·TRANSPORTATION AGENCY DEPARTMENT· OF.PUBLICWORKS ' ' DIVISION OF HIGHWAYS q ' " '.'f:, PLANS FOR.CONSTRUCTION ON STATE HIGHWAY" In San ·Diego County in and near Carlsbad between 4.8 miles south and 3.2 miles south of Route· 78 ·': p A Begin Paving_ ·' Sta. 1817+50 Future 20 I Route I ;~ ' ' ' ' 'v I 30 , , , ' Existin (being the detail plans of II portion of the route for the State highway adopted ~ the California Highway Ci:,mmissionl Route July 24, 1957 FRdi'E0WAY by ~esolu1iori of the California Highway Commission July 24, 1957 ' ' ' 5 ' ' . ' . ' 0 F V J EXIST LAS ENCINAS O.C. · A. T. 8 S. F Ir. PALOMAR AIRPORT RD. O.C .. BRIDGE .. NO 57-556 ·• · \ BRIDGE NO. 57-281 PALOMAR AIRPORT RD O.H BRIDGE NO. 57C-l76 60 Future Route 70 5 LOS Robles El ' ' 'i"' I ' ' ' ' . ' ' ' ': I \'-''" ,I! I . , · I . REMOVE FARR OVERHEAD·. BRIDGE' NO. !57-2,80 CT/L (' End. Pav:ing_ Sta. 1875¼00 ' ' ' 80 L B A . I I 400 . I ' , ' Sc □le in Feet I 9 49° ·.Length' of Project::1.6 miles 1:,,,, . :•, I . ,IJL11ti.J::,~.i.; 'I ri:,ie Odv 90 End of Project ·station .. 1895 +25 ·.. ,. .. ' ,, ' .··. P. M .. 4.7.3 , . . . . . ...... E47.23 POST MILE 147.94 POST MILE ',, ' ' ' ldAS· BU\:t~T", ''• ' . 4 'coNTRACTOZ2.:11 .. \~' vEAR ,oMPt,~E~~< ' -,,, . . . ·\ , . ·' . . ,, ; ' ' .,·', ·).'' • • • ' r ·, •It· ,;· f . , _ .. , , .·, I Y2. I or -----Flatter I 1/;, I Or Flatter'\ "82Curb .....J 4' i-- ~ 3' i-- ' \ See Nore"5 ···-·"·J PALOMAR AIRPORT ROAD -12' DETOURS '' -3 ........ / I I 12 , I or Flatter' See Note ff5 / / -·7r f ./ FRONTAGE ROAD £" 'LL" I -+--~30 LOWDER LANE NOTES - I -o,mensIons shown ore sub1ect to Toi eronces specified ,n the Stondord Specif1cot1ons 2 -Superelevot1ons os directed by the Engineer 3-Dikes ore al I Os· Type "t{ unless otherw,se noted 4-Dimensions shown apply for normal cond1t,ons ond do not apply of curb /lores or for other rnInor geometric vor,obles. 5-Use Embankment Mcter,ol In these areas when slope ,s 'lotter thon 4: I 6 -A!! Asphalt Concrete to be fog sealed 7-Thickness ol Select Material under Speed Change Lanes and Mo1n Lane shoulders some os od1ocen: Mo1n Lanes 7 8-2''01 Topsod to be ploced on excavation sloe)es as directed by the Engineer c. <>" # 34 C .•••• ···7 ,•-,..',.\AC. i O G7 AB ,14c.$.B. '~1"1':::;..30t-lD TO __ .--,.__ srr,.. 3.4-nc f ;1 , ...... , __ _ r --·---: , ,J 3 3 ' ro O 2 1 /J. C "" --0674.£:,. ' ' " 1 I 5 O' & Vo r A. S. i .___ -,--···-·· ··---~ .. --- ro··21, AC l___J 050 -A 8 I I 29' -45 AVENIDA ENCINAS See Note'"'5 f----/5' Min>-. -•'"'I 3' I ' -2·t-I --· .. -· L. 25' A.C ! _-' .,-... J., 0.25 A.C I L I 0.25 A.C •0.80' a Var.A.a ( "Cbd" f--5 •...: 5 %, 8 Var:---~2'- DES I GN A D.T. (59) = A.OT (85) = D.H.V ~---······" -_/ 66'Rt.8Lt "Cbd" DESIGNATION 26,970 68,000 8,700 0=67% T= 5 % V= 80MPH. S·: ~ II \\ 1 I (0\.l'IT't' 1 SD ! SLOPE ROUNDING 8i TYPIC INTERCEPTING DITCH 0 25'AC "'Nol app/c.abk 1575100 lo/887,,20 RC-..i-~ 5 PO$"!' M;,\..t S Hr-.~7 T } ~'; r''"i4. R46.4-47.3 2 107 \ \ ,, ~ '' ,<,$.~-:z ,o~ J.iiOf. ,;:,.._,._, ,ST ... TE ,_._(, ... -NA¥ e:i:. ~; __ ._, C:>'-"IL t"<l.•',ll:fi' L<,-~ ....... 669Z July 19, 1965 JC W0moc1< '6,(AT!.: .. ,CiMWAV l"l'-'•"<E',,1;;1 C<"'L ~,..V, .... l~!O l•I...E"ISE ~94, .33 to 02/'A.C.1 ' I 0.67 A.B. ~ I ,oo'avarA~ ~-----------.. -------• ' SPEED CHANGE LANE (OFF RAMP) ao' A a. -?.'. a Var.AS. 0.25'A.C-B 0.55'A B. 1.45 'A .S. : ' J.45 A.S. Structural Elements are the some as Left Lanes ROADSIDE GUTTER 025 AC 050' A B Vor. A.S.c.. -~ STA. TEMPORARY CONNECTION Sto.1875+00 11Cbd" to Sto.1893+oo"Cbd" Sto.1881 to Sto.1893·%·?·'5'A.C. Resurfacing "Cbd" ,-Median Coble Barr,er JO'---.--8'-----·--· ------- Profrte Grade·,. ·· I I' \ 5%8 . -Prof,Je Grode ; ',----•------· -24 ·_ ' ____ 1.5 % a Var Vor --✓, I0.-1 8 Var ,0,1 B var. - . 75'Pc.c. 0.67' PC.C. _33' CT. 8.-A 0.33' C. TB-A 0.34'A.B. 0.42'A.S,-__ --~--O.c::· =--'A"--'-". 5,__,_. __ -_ ____J SECTION J,L 050' A.8 Var, A.S. Between 4.8 Mi. South of Rte. 78 'fil~!:&E£ .. ,:5:8. '=--·,_'':A_ ~1= ::tu -:-:.S-IA:.::-t8 3: t01: .00:---~4'•~ + -~ "Cbd'\;:tto STA. 1~75 + 00 "Cbti" tr5u0cttfr~·, El~ 0 me~-ts 1a?e5 ih~ 0 • some for Left Lanes.. and 3. 2 M i. So u t h of Rt e . 7 8 TYPICAL CROSS SECTIONS SCALES HORl:Z.-1"_0 10' VERT.-1"0 5' - 0 ?.:z. 4 7 .4. 0.33 A, C 067' CTB-B 1.00' A .S. , , C 0 .33 ro 0. 21 A . 0 67,' A. B. 1.00 B Var A.S . SPEED CHANGE LANE {ON-RAMP) (From End of Taper to Main Lane Nose) LEGEND •• n P.C.C. Portland Cement Concrete, Closs 8 ---·-· ,.. --- A.C. Asphalt Concrete, Type B. CTB-A Cement Treated Base Closs •An CTB-B Cement Treated Base, Class "8 '' AC-8 Asphalt Concrete Base, Type B A. B. Agg~egate Base, Class 2. Ag regate Subbase Closs 4 1t1~+0.d I.A.,...+,..-• ... 1 4 •---; ,.,;· Beoinnrnn of Proiect /~''•rsr•o,00 . -· . -·· ... ilf!C r IBIS r" . -· ··"· ·-·. GENERAL NOTES - 'I . ,..... ·-• I r j • ) I -For R/W Doto and accurate access determ,not,on see R/W Record Mops at D,stric_t Office 2-Coord1notes,Beor1ngs ond Distances shown ore an the Col,torn,o Coordinate System, Zone 6. Multiply distances shown by 1000037 to obta,n ground l,ne distances 3 -Dot um , s U S C B G S 4 -All curb nose rad11 are 1' at gutter 1,ne unless otherwise d1rnens1oned 5 -Curb Flares (CF) are 45' I 15 unless otherwise dimensioned Cu Exe Yds Emb 6 -Unless othe.rw,se shown, Earthwork Quont,t ,es are included ,n mo1nl,ne Ouont1t1es l ., ·+-· •..• 1----·-·····-+---· 1----··· ··r·· ··-·-... _ t---·-·-~ I-----.. -·"T I--··· .. ,--.•. ·- I ' ··-... >----~------.... ~.--.~~--· Sta 1815 6 7 8 - ,. ,. ' -I . , t 9 + .. -+-· -·· .. ·--···+-· ,.,., .. ·➔- . . . + •.. '·" , ... , ... 1820 . I . 1 j I r y 0 ·-- -·-·--I--••··, -..•. . . ... ,.,. -i....-•~0 ~··~--~h.--~·-· .............. j-•-···-········· ········-.. ·· ...... : .... + . 0 6608 2 3 4 / p, .... ALlt-.! _/ r- ----4 SPECIAL AC. SPILLWAY LT ST A. 1818+45 "A" .---.,--,,--~----~----'"·--r-·----~--r· I I • I ' ·-·---·--· . ·4 • . I -----!------· ____ ,, ----~--+-----.. , ----~--__ _, _____ __,__ ; --- ' , .. I I I I I . ,I.. .. +····---+---· ···+ ...... -..... . .. . --~ .. ··-···-··-·· --1 -- . t ······••--j--,- I I r ' 1 .. i .......... -f•-·······-- . : ---· ·-·-~-------+------f---------1----------+-----+---·--+---+---f---•-"·· __ .,__ _____ · ..... _· _ ... _.-----~--_--_ .... _ ..... _,....,_ __ ---I I ... t ··- 1825 6 7 8 9 ~ ... ·-·······,---·-···-· ... ·--·-·--- ·••'-••··-··· ~-- + ••••••••-'--.. ,r· .,, __ 1830 '1./') ' f X -- X ' ,J I l I I I I I \ u I ,_1.. 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Embo-.11kmenf /'fa/er/a/ -------,-.'""-___ ., I ' ' L,_ I 1f'emoye Ex/sf J --J ?areme17/ f Cvro TYPICAL SECTION STA. 12+55 "Rebuild" TO Sia. 14+50"Rebuild" NO SCALE Grade Existing Roadway to Contours as and shape as directed by the Engineer shown or I i "?A" o.5 0P"" ;,ro1:-e ~~ ~~%:::co"~d ~-:-=IS,==J=t=f/:.f='C = 1 Farr Overhead --Exis1. Bridge No. 57-280 To be removed. R/L J '•--il---~---.~ .. '""", ::---.......__-_~_ *'.~ TYPICAL SECTION .. Sta 23+2403 "PA" to Sta. 26+00"PA" NO SCALE "AS BUILT'' CONTRACT C> z. 24 --;' J-__ _ YEAR COMPlETEb_o:;;_f_ 0 ."I ;:;. 0 I '------. -, . ., __ r····-···-· .... I ·-.. ::.r ---f ------~;,;....__......----------. -r ----·_ ---------- · -·-··· ··--t··· ·t- ' ' ' f t i-·· t , .. I ........ , •••• _ -r--- t ·· f T 1------...(lli'.i-~~•---u-,r~--------!-ll· ' -l - ~I I -, + ··-·-. ' C. Exe. 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Grade Exts t~ a·irected by and shape a ... .... ... . ··--- - - . -···· ~ ····~·"••·--·_ ~ - L__ 6 2 - :s ,..j. .• ' - ···~ ... ·•···· - I -7 .. t . t • j f .. _: j ••••• -1 •••••.•• ·-.1. ... ...... -. . ··-·· * .. ' ' ···+· - ... ,.. ~ ... ,. -· . '8 "·LIN'E ~. 4 . ··+·-•"" ·+ ' . l ··-· 1 _J -- I--- . --. - i 8 -----. .l. ...... -+- -· -· -· .... - ' -··· ......... -... ----.... ·--f-------··· ··- _ .. l.. t ···- ' 9 .. ,. .:J ' t - 35 6 --.... ~ .. ~ ···_.!_ -... "·; t-.. -=--.. -. ,_ .. t I ·,,. ··--··--...... _, - -.. L ' 330 - 4,u ---.J.--·····-·. - - --' .. --- ~ .. , . -· . -... ·-··--·. ... . .. ·+ - 1.....-._ - - ' - ~ - ~ --.i X X .. .. x--------1 X X /4 I r y 0 F r C/7AC .---, 1--······· _ .. ,,.,-_ .. I-···· t" I---.. + + ---- ; \j f ' -··· +--···· •• , • ~ ·-t---.. -+ -. f -,--__,. ... ---• -:--::.-:·r:. . I .. - -,-··+-· . t ... . .. ..... "-+ .. I r-...... ·-····, Cu. Exe Yds Em. Sta 1866 7 I -I ,. .. A. C. "V" DITCH Rt.Sto.1 1 8791-00 "Cbd" i ! A I --. --. -'"" t-·-· --" Di n" -t · · ·-... "'' I .,, ••• ,~~ r- . """ -··· ·-+ -· t --+--···-·➔-.... ,- -- -····· -···--·-·········· ·-· .. ···"·· ---f-- ······--·-·----+---.. ····-·. ··-:-· .............. . -.... 1--····: .. 8 I -I ''. --1---·-• ---. ' ' / · f':.t? f;/e G;-r. d~'' r-;... ,-.1'+"""' · .. -...... 1---·· ':fnn'(;'r:±. ';4::F+---t------· , --~----....... ..,_ t + . -. --+----+-. + . . -~---+-------t-----t-____ . ----- --L -1-.. t j ' ··+ ·+· ·-·····-· ·+ ·--·· ....... . n-dfjl; .-.~~ ; :,;;;,:~,;,-~ ~/---~- ·• . .. . . ' l . '~ ...... ,·.~···. . .... ·------·--· ·--+---1----+---+----+-·-··-r· ._ ... ·-·-·· ~ -· . - .... --··-··-···--r· • .• . .. ,!'" ., ------t--- ' ••• ... , ,a•~••~•=••••• ..... ~ .. -+-... -+····-~-~ ·--1-··· .• . . -1-.. . . -.. -·· ··-···· ····----. ___ ,,,, .. ·-·····-···· ···...---. 1-. ···-· ... --··· -I----+-----<---+ " .... ·-.. ··· ... -... ·-.. ••• i .... ""·'""-+- .... _ =-= =I===+===+= ---+--+----+• •• .. •••-~".M '"•'•••-r• • .......... --,---+-----+-----··-.::.:t=~=t===t= -+------t---t---+-----,--+---+--·•-F""""'""""••·-~·-t---+----+--........ j_ .. ·-·· " .... t-· ...... . . -·· --·· . "" .. .. ...... .-f .. ·-·· .. ...L ..... . ---+ .. --1--." ·-.............. .j.. ..... -·· ..•.. ·-· . ·-· i ................ ,, ,_J__, -9 1870 I 2 • -• -- I ' L D . ___ ,, ...... . ...... --1-·➔ --.. -·--··· ,. .. ", '' ,. ""+-. ' --,. ' '<' v--. , . . -· :'" • j -+--=-++-=:::j===:t:===:t:=== .... l=-=---=---=.t-+---+-·-··· , .... ,.J.,. ---~-·· ··, ~ .... s ..•. r-··--··-+-·· . -··+ ..... -. ---~·-·· .. -···-· -+ ~"--+ -I-----·-· ... r"· . ----..... . u -~---t--... -· -. .. I·· . I. . .. . . ' --,,, '"" ~' •. ·-·"·'-· .. ·t····· =~:-:_-~:-~ ::::: =1= ~-:~~:--__ ·_--1 .-·:t :· ,--... ••'-• . . _.. . ' ; ',(" ·····-... , ... ···-·" ·-· -· ... ····-..... . t . -~ ···-·---·"---...... ----... ... ---t-----+----··-r··· +---+------'•ffi••.~···· ~.. ····-····t-·· ··-· -·•·-t------+ -. -+-··· , •• ,., "! .... --+-------,-,. ~· ;;:._--... ........ ~ ...... . ::-: ";.~ ·-----;--···-.. . t· ··-_···_ .......... --. + .. t ---,---t---i -~--+---. •. t'" ·-•••... .,-"··· ''!'." ... .. ... ., ... . . ' .. r ., ' .......... -...... . -·"T .....•...•. -. ··--· -----.-· .. ... ---····· ·1 ·~·· .... , .. ,~ ... ..,. ...... ----+-·-------ii-----'----~------,...--,-~ · ·"· ~" :_.t ... ···-·· ·_. ..~.. ,,_ ................ , .. •""f"••· ········-·· ' . ·-·+·· ··-······· ... . . •··· t··· .... ····-· r -..... ... . 1----_ .. r·-·-··-·-·-· t-···· ~··-:.~~+· ~ ... -. -.... -. t-----+ . .. -+ ...... ···--+· .. ·-··· ·-.. ----·····-· . I ! 7 jCALIF.! l)IC-f. COl,INn' I I so \ T , ··-· -1---• •• • • •• +·-~-··r·~·-··"··+ ..... ~ .. ·-·· ~-r-. . ·-+ ·-"· -+-·· ··-· t--· •...•. .......,.. " , ... J .. . -+ ..• -• -y ·-t ...... ,. ' ....... -·;;.;· -•.. . . ~· .. , ...... t .. I I 141 :i;,un I TOYi.L NO '11.IU:tT• l~ic-eer 1)1 De.tig~ ~\ll!e,,c [J,9 t,'lql>ffl J/o, QIJ1 CONTRACT a 2. "?:--,4_]_':t__, I ' YEAR COMPLETED_ '?_j . -·--t-:......·"· -+· -. - I ····~···---·· -....... , .. , - ___ ,___ -- ' I • ·r ' " • • -..... -•------+-----+ •".--t-------t----...... ----~ -,,.., , ...... i -· --....... ·--·· _ ........... . 1 r '7.f.LJ· ~ , . ____,_ "U' .... .., -----r-· Hr----• -- • -+· ... ~···-·· :r..::===:.:::: ·===-=====J-f===_=-::.=i-:;:=_-==-==-=f==-===f==--l-==E-~ .... =: .. _.:= .. _._J· -- ·- -·t--- ··1-· ···-·-+--· --; .. ·: ~--= . r:: .. ::--~ . :::_ ·t -··--·-,..... ··-······· .... . ..•..• •I--••· ·-I---••.,., .. ,- _J_··· •• ·--· .• ··-··.l ........ , -----··-..L j__ C 0,0" ••• -.. • --"•• • •-••• 1875 i875 6 7 8 9 1880 X l I I X X I Ol5AC X ;, JCALIF.J I I I \ F C ;..\ L r D lJ 01 ■1' "09'!' litlLI!' I I SD • \ '""•ov<o ___ -----· -../41,j: /,t d~,.,,:,L __ _ I ' ' ' c_~.:r:;: loiiine« ., llo<Jg, ~,i,JeieJ cr,n fo,;r,,.., .._ ~~•r ............. ._____ -- 2 3 ~ -7/r~ ~,-------18 8,'i ~::~:::.;;; -', -- ~ - Nole ..Subsurtac-e £lra1i? 77/t' /n lh/J Art"a · l--••----+---'-·-····---·--1,_ ·-· ·- .. ····-·· ··-""-····-L-----···--. ~·---+'-- . -' . -+· L ,:;-1---------i-- ----...:: ----·---!----. -·-··· -----·-- . ...., ~~----~ ·: .. _:_~-: . ---.... "'" --. - '-----•'---,·. ,__________.~. l------, -·---. , ... - -----+-----.... ---+. -·-·-------1-- -tJcJ- ! --+ _,, -· -·· ·t-., ..... , .... t-· . + -"' . -+ f t f' '" " ---+-·--. . I . I I 1 5h/dr. Hge. Rt Sta EARTH DITCH 1884+50"Cbd" to Sto.1887+0011Cbd 11 . ...... ,,.,, +--------+--+--------l-~-+-----..... , 6-.. ·-· ...... . +----~ ·-+------t---+---l-----+---+ . -·--· .. -·-····~· --·.·· ... 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"' • .•. -I- ··+--+-t .•. , ., ·+-· ·-"t . .. ..... ......... _ ~·· ... ·--· -··-· ... ·- + -+ -, . i. ··:·. ···~-··-·· --··-. , .. ,,.~~~·:· ~~--:··:·· .. ·: ... :r~.::._.:._ ... _.__ __ ........ _ --··· +--~ ·-· . . ...... . . f---. ---t·· --,-1 --+--~. + ......... ___ -·-;--··-·-· --· ---· ... ... -1-··--· .... -.. -· .. • • •••• ---••• ~-•--••--•, • .... • ••-.. ••a• .-.. ••• .~., .• ••-• .~. ·-· --...... . ·-·-· ... _....._" --••-----+-------<---+---1--------1- T .J,. ...• "1il~r. we :.,t,1........._ fL_-_-··_·, .... -_··-_·-_· +-··_·······_·-_· ···+· _· -+-------_:___-_~---+-------l---+~ ----I---+- • 1-...... . -+· -· ...... . ..... ... ,. .•. --1---•-·-. --r-. --... --··-·······~ . .• ..•. ··--· -·••-i-.. •-· --------t + .. . .... ... -··· f. 1------+----I----• .. .. ·-·~ , __ I-.,-.., 7 ···+ .. ·-·········+-· ----_.1..... ·-·t -·:_:_.:,L.....,,--··-~ .. ~ - ::==='-·•0-.15 AC Resurfacing Sia. 188/fOO C6d 1 To ··+--.-.--+-·· ··-......:_::_~· , r--1==t=.;g331-oo Cbd Connecl1on lo ~x1s}/nq ... ·-··· ··+-- surlac1ng shall be feafhered our · · ·····---·--~---- r--1_=_=_.t-.... belween Sia 1880100 Cbdlo 188/fOOC!d. 1---t==±g, /8!)3fO0 Cbd fo /8.34100 OJd. :: . ··-· ..... t ....... -....... _.,.. ··--t· ... ~-------,~-.. , ............. +··•• ... . 1----'---+-----'-' .. u,_ .. ,I -· I Cu. Exe, Yds. Em. Sia 1879 Pn,· 'Ena; --. I I 1800 n l J:l<ffl,_ J • • . ' -- 2 I I 3 +--~------,e-------+----·,.., ,. ........... . 4 1885 ,., ,, '~~,£: ,., .. -----1-- ., . , .... I . .... ,, . c.... ..... 1-. . . -.· . 6 Ex1sf ?are/71enl lo be V..Fec/ as ,Par/ or km,;7orary ltJ/7/Jt>CI/O/J -· ~" .~~ .... ~ ···-' ..__ ----· ,.. . ' .. :;;.,.::.;~.~: ..... ~.~....:.....,__ . .-... . ...... ----+----·-,I.. .. -·-·~·--... --1---------1----.. i . ~-------l-----i---- ·---"T"""""'" ,. . ' . -+· -··-... ~-· ··-.... ' ' .. .;. ........ -··-··- .... _, ......... --··· +---·· .. ;.... -· • -·-l,----,--··--1,-,,·, . . . . .;. .... -i-. .. ........ . . -·-··· 1--. ··-·----..I- . .. . . .:. 0 A .. -... -· .. -. . --...,__, ..... -.. ··--· --. ,.,·.~·-1-----•-----1---+-t ' . r:,'.LC.,- . -· ......---. 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Proj&ct Engineer ' V 3000& J IV?ti'tJiJ()!f 9,45305 • • , I Dot• App;o,rol Recommended By CURB NOSES Nose n -t;v~-ll: 5rallo/l t 0//sef ?A·I /Cbcl I 17'.el 185213?.88 Cbd• 3'/.l ldSZ,137_84 PA-/ PA-llntCR-/ I .3'Ll/843t-75.SI PA-I= 2/'RI 16'43 l-d?.4-I PACR·I JJA-1 IJJA I -G'Ll: 18431-02.09 PA-I= 2/'LI 5214~.04 PA f'ACR-IIPA I 2/'LISlif/~20 PA= /3'LI 16'4. r375.9 P4CR-J PAC.fll(PA I 2/'L.1521-01.21 PA= 2/'Rl/8431-37./7 PACR-1 PA-2/Cba' .?.5 7.5'LJ. ld,:J.5r1034 PA-2 = 815 :.e'I 18.35 f 7000 Cbd ----- PA-2/PA I 2/'R/5/,17575 PA = ~'Lli843r7.33? PA-2 PA-?IPA I 2/:.e'l52f0Z.99 PA= 2/'R/: il/4.31-G9. 72 .PA-2 PACR;?/PA I 21;.e'l.5.?t-~2.33 PA• 3'L/:/843r88.12 P✓4CR·2 ' 1,f{~., STATE 7 CALIF. 01ST. COtJ1'1'1' f!Ol,IU JL SD '~" 5 DIS lllCT N IIU:tA ,n,ov•o ____ -----~--✓4'-Le ./2~--____ _ ------------«~r+---. t°"111eerc1 J·f·:a ii<;,.•~ r,,i C'sil ['9:neor No lil! ' I ,_.;; ' '_j ;. -'-==-:.: "'_":'"·-::----~'= .• I )l,?,7'/845'i,v i .:·, ,· "AS BU I LT" CONTRACT Q k~.J.1;: __ _ YEAR COMPLETED~-~ _ CURB NOSES CURB ' NOSES Nose l.Pad'vs-/1. 5/a/Jon I 0//s&I Nose 1,Radiw·/1. Slal1oa ti 0//..sef .. - PA-li?ACR-i. I 2/'RI 16'43 r/594 PA-2• rG'LI /843t-/S. 75 PACR-2 PACR-5 IPA--I Z/'Ll./cJ47,t4!J.43 PA·5"' C,'Rfld,IJ143~2 PACR-5 ·-. ---· ------· ··---·-~·------- PA-3/Ctxl I 77'Ll:/83C.167.l2 Cbd= .3'Rll83G1c;/4/6 PA-3 LE-It PA I 20'Lf. 2314.9.03 PA s ~'RI.3151--.:1.:1.:1.,, Le•/ _.,_ ........ PA-3tPA I Zl'R/43185..?3 PA~ G'R/18471-89.00 PA-3 '----------~---- Lc-l/Rebvih I 27'R/:/7f97.42 Rebv/h';. £..£-/31!.lrOIJ.43 Lc!-2 ---- l'A-4/Cbd I 3'Rll84-8rG1/6 PA-4 ° 77'/.l/84,316/IZ Cod L£3/PA -I 21' RI: 3?,,,21. 98 .PA • 3'LI. 30S.,.5/.9/ Lc·.3 ?A-4 I PA I 21' LI 4512t:.. 70 PA-= 6' Rll855f3127 PA-4 fe!J<llld I f'A I 12'R/.l41-48.43 Re.ov//d• ZO'R/..?lf.57.67 .PA ?.4-SICbd 2.5 815'Lll851,18000 Cbd• 7.S'RI 1857>'7.9(,7 PA-5 ~-----------". -------------~----··--·-----; ,OA-5l?A I 2/'LI 42189.00 PA ~ 2/'Lf /$47>'08.90 PA-S ---·-··-------------------- ?A-5/PA I 8'Rl/841rt]!J90 PA-5• 2/'LI 43f/800 .01 >-------~------3'Rfl846 18913 PACR-5~ PACR-5/?A / Zl'L/421-41&-3 PA ALINEMENT DETAILS ' Scale: 111 • 100' 8 As Noted --··,: . .-: ' ' ···-...........--.. c..:-•. --~---~L-~··. ,._._;'..:_., ____ ;, -•-~..c( (' 0 F C X ---------------------- R/w ----....__ ------ X .. Scale_.-I ,,:_ 100' "0-1• a "0-2" LINES --_ ] . ' -t -- I j 1 7'8 j .. ------... I ' ;59 Sto .. X I ':{i. -...::: "i: :'f, I ,, ' ' 'i X • L, • 36 7 8 9 40 2 4 45 6 1 8 9 50 Design Ee1i:;iine-er I Dote Approval Rl?com1~1erided ey }-\ R L 0.,?/',4 {, 0. 7.9 'AS. C/4 J I STRUCTURAL SECTION •0~3" DETOUR 'i t,;: ' ~l i l'-.'.I . ' ~ :i,. •. -. ! ~ i I 2 3 4 B A D -----.....-....,__ - -...___ ---------- -~-------·-·····-+-·-·~ -- ""-•~:,~) ,. i 55 6 7 8 I 5 I ,, , cci/e: / ~so 10 - · 60 59 7 icALIF (OUIH1" 1101)1( I I SD \ A>••o•"---.. __ :~ __ -4!§ ~-./£~=:S-~- fn, !t!ee-1 t' O· .: .,..:; 11-e~•~:e:;~ C:.(l h;rre!!r ~o. 9837 ! ..:%1::7 "D-3" DETOUR No TES /or '/J-3'' I. Fi/7a/ qrcJde ol'" /ii/el area as di.reeled b':f lhe engineer. 2. 7ra/"hc 5/-r;_,op/nq ff .5/9a/n9as directed by /he Ea9ir1eer "AS BU l LT'r C81'-<TRACT Q <:. 2--::} ·7 q YEf, R COMPLETED~_t;,,_ DETOURS Seo le: As Noted X X --x--------1 X ... PLACING A. C. DIKES STA. TO STA. LINE SI DE LENGTH I F" /8/7,-.50 !82/,. {;Z ,,A,, LI 412 /8/71-50 !8ZI f {2 "A 'I Ir! 412 182/;.{;2 /8]2;. 00 ,, , I Cbd Lt !038 /82/f 62 J833f ()0 'Cbd" ,fl //JtJ ' I /8J7r/ 7 18441 00 "C,bd'' LI 683 I /8~8,45 /85) 183 "Chd" /?I .338 I /843,17 )857,-. 35 ''cbd' LI 8/8 18 75,00 /884,50 ,r " Rf Cbd 3.50 J890f00 1833100 ·cbd" 1 l?f 300 ' l!J.30100 !8'33, 00 "ca✓ LI I 300 /843100 1857, 00 r'A-1" RI /400 J8JJ100 l840r!O 'f'A 2 ,, I?/ 710 /832,00 /848100 ';P,4-3" LI Jt00 lb'41100 /856,,.0() 'FA -4 ., LI 1170 IJ'S0!S0 /8{0.;SO ",P A-5'' Lf /COO /8(0150 /863f30 'Cbd" Lf 340 24100 Z6 ,-JO ''? ,4" Lt 200 301/5 34,..55 ':-0 A" I LI d70 37•30 .39, JO '',PA" Lf zoo 40100 40130 '!' ,,4 " LI :JO JOI -,.25 JOS,,s.42 '8-3" Rf 417 3071 75 3/5 +73 "LE·/,, Lf 10,; J0S142 . 308,00 'L F-2" /ff 258 317 f 00 3201-00 "LE-2" RI. 300 238fZ5 305176' "LE-3,, RI 709 Z:38100 3031-70 "FR'' RI 570 /0 ,,_ 28 /2f50 ;,_0 I//-N " LI 222 J0,28 12".50 ".i_"JW·N' RI 251 Cul de ,5ac 60 L)elour u-3 --208 4Zl00 43f(,3 '/;;,A·· Rf /(,3 5Zt70 .5C,,,. 50 '/7,LJ ,, LI 380 _54, 00 5G 1-50 .'?A,, RI 250 33 ,,.45 3.9125 ·Ac·· R.f _577 52r/9 _,57f20 'L L n LI 52S .5Zf /.9 57,'20 'LL" Rf I .52.'i ' I I 4~100 4 {, 1-82 ·:PA'' LI 82 I . IF-., ..... ,;~·•-·-• ·-·· ,.,--··c·,-•• ,.c----------•• -----, ----__ ---_,_ -···--·· '""" ···_....;...:......:a,~< TOTA LS I 20,772 =1r""'·~ .. ~ .. = .... ~ .. ~----·············--- i A.C. SPILLWAYS STA. J8/8J45 18 23-r35 1344+50 J84.5f 75 185/,'/>:5 !80/000 1834~50 3/8175 239,'00 2981-50 LI NE I SIDE '·,4" LI "Ci,d" Lt , ,, .PA· I RI '.,o.~.3· LI ,, ,D,4.5 'cbd'' c&" /I ,, LE·? "FR., 'LE3'' LI Rf ,Rf RI RI i ' I ! LENGTH FT ZI Z5 17 17 /7 , 17 17 7 PLACING A. C. SY /0 5 IZ I 8':J 8.:3 83 8 '.j 8 'j 48 4.4 4,4 I , I i I i I i ~--.--= . .. .T~TAcS ·;: ~13,U I~ -::w:7«J CLASS 11811 C ONC. (CURB a GUTTER) . . .. TYPE LIN. FT C Y. ''8·2,, 3,351 .5774 "C-2" 255 /{',S ~---·. ···---.. : L-.'.:'.-~, -~-__ , L, • .,.. . . ··-C Ch.if-7 ,ee.v, / TOTAL 8/.J,2 1-·•=!Ci~ r·'· ... ······ . . FREEWAY FENCE -·= ... -. ··-. . 1"PF' BEGIN END BW. I .F Cl-6 L F i ---- ' i !8!5+00 "A"Lt 42,, 0 7 ".PA" Rf 3532 40f 89 "?A" LI /8351 JO "cbd" Lt 5020 !8/7f .50 ·A".Rf S4.-/2 ~,4· .RI 2727 54 ,1. /4 ',P;f' Lf !8'94;. 73 'C/Jd.;Pt 5408 2:38; 00 "FK"Lt JO.J+7tJ 1/';f'" LI 592 309.,. 50 "LE-2"/?f .3Z0+051.E-2. ,f'/ //05 30r03I ",PA"Lt ,34,.Jt} ",P.4" Lt 415 . . ' TOTA LS 2112 /G,687 i MED I AN GUTTER DEPRESSIONS STA. LI NE PLACING A,C' S.Y /8201 8C l'A I/ /2.3 1828,.50! "cod'' /2,3 l6'3S1 Gl "cJ;d" 12.3 1837+50 "C/Jcl" /2,3 ;g44,.otJ ,, Cad'' /2,3 J6'4S-17.5 '' C.6d" /23 B.M, NO 184$,-.50 ''cfJcl" /2,3 ISS/+SO 'C/Jcl" 123 ;)/ J8S41SO "C.bcl 'I /2,3 32 /870,,s. C!:?75 "Cbd" /2,3 ,4S 20~ /8801-tJO "Cbd" /2,3 1557+27± "cbd" 123 i -""'•• .. TOTALS 1476 I 211 C. M. P. DOWN DRAINS STA. LINE SIDE LENGTH E.T. AA 5,J. PLACING A.C FT Ea, Ea. Ea. SY. 18201,5'(, 'A,, LI 56 I I I 5,2 /824,50 "c bcl" LI G4 I I I 3.2 /824t.50 "c .od" !?I 54 I I I I 3.2 /8,?3,. 0/J I C.bd" RI. 22 I 3.2 J2,,so ·,oA" LI 5(,, 1/ I 'I S.2 i i • ····•··•~-j··-=··c~ .. -~J.=. ···=··· ' .. .. ......... ,.. ·-- TOTALS 252 5;4:4 . 2()0 ,. -~ .... -~-·.·~-~--· M • •s, • ··-··""··· "•-··~ = STA. TO STA. /828;,S0 /8.J3.;00 J.945ft)5 l85Jf00 !857-1-00 /873f00 J/6-1-50 1837.,150 /838f35 J845f75 !84!:Jf25 /6'J3,. 00 /842-1-JS /85/f0O /8S7 .,.OO 1887-1-00 3/:3fc'30 /6',/:f,'50 1842,..50 18481-00 I /8.521-50 I LINE "cbd 11 "l'A-z'' ''?A-I" ''P'A-1" "cbrl" "cbd'' "L E·Z'' "Cbd' "Cbd,, "Cbd'' "Cbd'' INTERCEPTING 8 SIDE l?t /?I. lrl .Rf Rf Rt ,Rt LI: RI RI Lf LENGTH BOTTOM FT FT, 450 955 585 .;oo 3005 40 315 GOO 415 225 325 I I I I I V V V V V V MISCELLANEOUS DITCHES I DEPTH -FT. I I I 2 I Var Var. 05 0.5 0,5 0.5 I SI DE I • SLOPE I LINING Jtz/ A.BM I I If? I A.BM : I , ;tj,J ABM I ' ;{i I ,4.8/1 , l}z ,; ABM. ;fz,; AC ' ;Yz:; Earlh G I AC ~·/ AC r:;, I AC {,,/ AC A B.M. C.Y. 3/2 ?,(,,/ 405 632 2080 I Dlr°CH MESH REINF 'EXC. C.Y. SY 73 280 /55 595 35 3&4 ?4, "-0 487 // 18 1872 TOTALS 4/4.0 /085 3725 -., . PLACING A.C. S.Y 20 277 /92 /04 150 743 SflH'r 'rOU.l No ~~l.[f~ 11 , SD ,p-;1,1,✓ 47.3' /d /tJ7 \ \ . ........ ·-···-·· ·--. \ .. ·---k!f:._~_Lfll:_ __ U>aTll!l;;T I.N .. ,"IIICICl'I hq .... , ., 0e,1g, lre9Ue,e<1 CM! Engineer Ho. og,; SU MO PE II NTS GUTTER DEPRESSION FOR DROP INLETS CARLSBAD WATER MAIN RELOCATION --···-~·.' ... . .. ,.,. ,. . ··- /82 r 000 '.3Of 00.00 1 ,. oo.qp /8S01 ,(JO ISCO 00. /, 0100.00 / Marke n IN E "A ''cbd'' "c!Jd" 'c.b • "c.6d" c.c,o.11-·2. 1 lo .oe sel / BENCH MARKS DE SCRIPT I ON LOCATION . /"/'ron Pipe 2oo'Lt 182313873 ·c1;c1· /" Iron Pipe , 2/8Lf /84/f/4 "c/Jd' Cap in Co.ncre/e E J38 -1-30 '83' STA. /820,.86 18.15 1Cl I ff 36-1 0{) /8.571SO /8J8-1SO /8S/-1.50 /8$S;~5 . , 302,.12 -J. . U.SC a G.S ELEV. 33 &'.1 6'4./2 5475 ITEM ·~ ~~--.,. I STRUCT. EXC. PLACING A.C ---~ LINE SI DE TYPE ~_.--, .. ~-.. --~--''·"9· ~=S~Y~--+---~ ''Slrvcfure Excavalion Slruclvre .Back/;// ''cbd'' l?I OC? 9.G ''?A·J" LI OC? 24 fJ.t: Cl.3ss A Concrele (#1nor .5/nKlu~ ''.f'A·2'' RI CCP '',PA-3'' OCP , Lf I ",P//·2'' ' /?f 05 ' I "17,4.; '' J?I I tJCP ".PA·5" LI, OC? 'B-3" RI Exl.slDI. 24 3.& 24 48 32 62 24 3,{;' 3.(; 4,8 Cl.ass B Concrele (Anchors) /8 ''Re}nio,c€d COl7c Pipe{ C/.21?') ii J2"Reinlorced Cone f'lpe (Cl X) •' ,:;"Asbe>slas·Cemenl PresS(lrePipe (Cl/50) 1 1o"Asbe5/as .. Cemenl Pre.ssvre Pipe . {CIJ.50) 1o"Cemen/.Aforlar/.1aed I Coaled Welded Slee/ P;pe (/OGage) __ ,..,_ ~-·--. -__ .. .....,.,..,, ___ .J "'--. __ -·•,_____ ····-·-··--· ••. : ... ~ 1c.=::: ·.:. ............. -... • .. ,_ =--= F..,,, .. ,., . .--,:c .. c .. =-·--=~I : 10"81/pass heler!Wa1n (Cl 1.so) . . TOTALS I ··---~ . -· . ~~~--J ... £.3:8 __ L ..... -., .. · .,~e I 1<=, ' -----·~ .. ~--·--"· ···-··· ·-- fl----.. ·-·· -----· ......... .. .. •-. _ ... -.. ·. ········=;, , PRIVATE WATER RELOCATION' --'"-" ·-• • • -· • T .:.·.-.::.=·.,:::~ ITEM 'QUANTITY . S;;~c lvre £xca vat1017 ....................... 'l ~;;~? 5/ruclure BacJ:h// 743 CY : Class B Cone re le {Anchors) 525 C( 1 Z4'Reln/orced Cone Ape (Cl.zzz;) 5% [,ii /5"J?e/17forced Co17c Pipe (Cl Jl7) 240 LF. . 6'' Cer77en/.,,1,;f,:v-hr i1oed I /,-t/;-,51p,oed fve1ded 5lee/ P/oe(/.?G,,171•) 5.36 LI" i .., .·==1, c . ...J -... -·" -. ,. __ Nole : .See Plans 7or Localio17s .. . M ARY A. C. ( Misc. Areas) .,,_.,,.,_ .. ,~""""'""""' --~=":,___ -·-- 0.17 1 Thick DESCRIPTION '''_'_ ' ___ , __ . ..,.... .... , : /v!edan Gu lier Dep/c'. . 'SS/017.S -rop/4/eh 11 Guller/Je;:;ressior; lorO. I, A C 5.· ·11 .i · 'Ph1wa1;1s i Gu/-ler/7ares !'oriJow. I Misc A.C Ollches ' /.5raad ,,.Jreds f Curb odra}/7.5 Nose.5 S, Y. ··-------- 147<:; 80.7 20.0 592.0 QUANTITY 313 C.Y Z87 C.Y O75CY 8 CY /.32 L.r 264 L.,C 464 L.1; /456 L.;= 270 [I:' 427 L.I: 0.257 Thick S. Y. ' 63,8 200 7Z3.0 A.8. M. SPILLWAYS I i' I i STA, LINE SIDE BOTTOM DITCH EXC, STRUCT, EXC. WIDTH C.Y. C.Y. 'Cbd' .. -····· ··-~-· ., ..... ," /859f 00 RI. I 2 I /8{;/ rOO "cbd: RI 2 3 I 1863100 "Cbdi Rf I 3 I 1868 .f.70 -Cbd" RI. I 3 I !87/150 "cbcl. Rl I 3 I !874r50 Cbd. RI: I 3 I /878 f30 ·cbd" RI I 3 I 18831-75 "Cbd. RI: I 3 ' ' I I , /88~ f:30 'tbd. Rf / 3 I .. . . . ' TOTALS zr:, '3 STRUCt BKF A.B,M, CF C.Y. ,-.-~.,-.. ,. ,,,,_ ---'·.= I I I, 3 I I I /5 I /.S I 17 I 15 I 15 I !G I /6 I IG . 3 138 11'zx1Yix 17Go. >cc~stJ.. S. Y. ' JI 12 /3 15 /3 I /3 I ' /3 I ' ! 14 ' I 13 JI 7 ·-' ·-· ....... . . -·-·· .. ,.,___ ·-·-·-., ... ,.,._,,_, ·-···--"----··· t _ ----······~-----T OTALS ---... --a ,·-- . 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' .. .J..-.....1. l r-..___.. l I I X X -.. -X-----1 X X 50 40 JO 20 _f_Q_ 50 40 30 80 70 r;o .50 40 30 ---- .50 __ 1.Q_ 30 70 i;o 50 40 .JO tr• ' / /8JJ I /83! D0H: ] De~i ri l:r. in~r DRAINAGE UNIT No. I --------~---....______,_ _______ -. /cZ'.J ' 2,?'Lt /835~6'7 ''PA ..J" ----·-·" ,. .. ,_, ___ ,,.~. ··-·· . ----··-· /834 IDE N TIC A L -·---------------~ '®-_ " . /, :) ...J.J x 7/4 £t:?/C/.ll7. IDENTICAL~-. I I /J'.30 DRAINAGE UNIT No. 2 ·-______ , _____ ~ -; Jeeflil" ~ ~J~· •;:-..:!-.~"'\ i : " ~\ :1 :: ,AA1osl!~7 'Cbd .. DRAINAGE UNIT No. 3 Date A" ro.,,,.c! Recommc-nded 8 ! D 60 70 ,50 60 40 50 .JO 40 20 30 I /S.J.5 70 60 .50 __/ -10 I .JO /833 tfO 80 70 7tJ &0 60 .50 .50 40 40 JO JO _... 0 ., ~ -~ . 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IY 22'/r'f JB_Cs /hfd5_0 / 5' 5 /.,. S 0 '?A";· 22it /86"5,-7.5 "f"A"5" 70 .50 .JO DRAINAGE UNIT No. 14 DRAINAGE UNIT No. 16 70 co so 40 30 I'-''''-'' I POST MIi.io t,11.u:1 •· ·-"!"Qy~~t fto ~}! Ef."."5 11 SD 5 ,P..,,:..~ 4'7..J 22 /t?7 \ · O!STRtCT ENO.INE£R ··••ov••--------'~=t:--/4(;J,yl__.L/~'g;....a/9,~~;,,;-2...__ ___ _ ~_£_,?~;,,o.-"'"--- E~HW:er of ~ii911 ~91sle-red Cf~il f"Q'f~t'ef ~. 9837 70 .50 40 7() -40 30 DRAINAGE UNIT No. 12 70 60 -40 OG_ SeeDU.#3 DRAINAGE UNIT No. 10 50 40 {( ,~S BU I LT" CONT11ACT 02-24-74 •w-~--••-••-• YEAR COMPLETED_~ig-~ STRUCTURE DETAILS DRAINAGE PROFILES Scale, I 11= 201 Sheet 2 of 6 X X --X-·,----1 X 70 60 so 40 X 70 -"'f2_ /IJJM ---- .52__ Sid Cu/Yer! EJ11 /77. e•'.O" r !IP i ' I /870,00 'Cbd" i{_fi C? .In/el l870ftJZ75'?:f;d" {See Sheel ti 4 Or Sfrucf De la1 Is) DRAINAGE UNIT No, 17 /,56'0f 00 Cod· DRAINAGE UNIT No. 18 70 ( DU.#2/ _ __6_{} D Rrmcve /6'';,Jf p a/7er LJelour RelllOVal oc Nole.· Sid Culver/ h'IY Ty,Pe ~,O" See Sheel ;; 4 o/' Sl:ruc:fvre, Oel,;;//s For Bedding Mall. 70 r;o 50 40 u cc.o.1133 DRAINAGE 70 60 .so 4{) I /537~2(,,: "(._'".bd' SJc-ew4'R/. UNIT No. 19 -_ / _ __!_ __ a.ollo~/5./51de5/ope:lcarrh.D1/ch ...... .. 50 __ j_ ---·-+ C !'.Bo//o/77 /SJ .5ide5/ope5 £a'rlh.£1i/c::0 , 1;,/ 8 ;5;.44(cA-1P{/65a)~ , . / i,,..-; \\!· 40 f 03 "--'-• ·D-/" \ 5ke,v I 30'L/ A / '.eollor715-1 S!de 5/op<!'s carl/2 .Dllch ! / I C: DRAINAGE UNIT No. 24 Date Design Engineer Date Approval Recommended By Dote DRAINAGE UNIT No. 20 DRAINAGE UNIT No. 21 70 ' ..50 40 .30x/64'RCP(CIE) 70 60 50 40 ..39IZ5 'PA" Ske,v4/LI ------- ··-·•"•-· ~--•i ---.---~ --- ' 401-03 ·D-;• Sk~w J'3.J'Lf 70 40 OpBaiag DRAINAGE UNIT No. 25 I , ll.-A.L\t-.j I DIST COIJ1'1H ROUTE l.MU.T TOTAL " I':~ 1;: I I s 5 7..5 .?.3' /t)J \ 50 ___22_ -5£1_ "AS BU I LT" COl'JTRACT_Q.~~4(1:: _ ' YEAR COMPLETED.;'.:£. __ STRUCTURE DETAILS DRAINAGE PROFILES Scale: 111 = 20 Sheet 3 of 6 X X ·.1 X X I I Cul-Of'/ I. Wall· . . '( 00 00 ,-----, vOO C)C5 Oo QcD aoo 00 0 l2coocrele Groul Co/7Crele 6.rot/l 4 T 54' DO ' (\j SECTION B-8 ' G0~6.tJ' SECTION A-A CUT-OFF WALL LA Ls SECTION C-C PLAN A t_ --t4r-' x-,--------'\-\17',t, 1t1~, +;_j_ ----"C""----S.'-. ~ ~= --t,-q ~ -=--------r---,, I GROUTED-ROCK SLOPE PROTECTION DRAINAGE UNIT No. I7-E A _S'ee 5/cl Plan lor.5/ee/ S II 5' ca I e: I = 3.0'--i---- 1 GCP 7nlel ToporRCB ,---------<-r -----,,_,_~, 21/lBars 4~C,"Lon9 SECTION A-A DRAINAGE UNIT 17-C A ' ' SECTION 8-8 ,5,:,//on7 /2, Earl/JOilch ' ~ i------Cut-Or/" N.a// -i f---0.5' " 1 I I .J. ~ I l IY I ,A r PLAN " ' JI ' /alerc"l'7lor Oilch I,; IN 4'ABM wilh l,jxlj, /7Ga.Uesh SECTION A-A lnlerceplo.r 0/lch " ll ·;:; I a-f / ',. ' ~~ Si ~ \ \::i' '-!.: ' -I B-'<i ~ I JL ' A. 8. M. SPILLWAY II I Seale, I = 4 Re/Tlove Cone 0/7 exi.sl DI G •Thick Cone Cap.·;· . ro lop of"ex/s/ 24~RC?s. ,I #4 bar.s t;;~.C-bend rei,7£ oars inward bolh ways l~~~L~~I F=.=---r---1 I" J L1--=--=7\ I £x~-.Sf I I . /)z C/t!'.!1r J I / ) \?4Rlr'1 I I 1£x1sl 'J I I I l I i24KP\ ''1::--LL ____ j_J__d --i_ ______ _J-- CONCRETE D. I. CAP DRAINAGE UNIT No. 19-A No Scale Sid Culver/ EndwBI/ I lleadw.sll-iy'pe :O' -""'-. Be:d:lin9 M~II :S-~- I r--------~------i I ~----, ,--------, I / ~ I I / "-I I ---<:;_,; . I I I ,,. J / "<:_ I I r,v " : : / "-., I I .,t::, ~~--__, .__ ___ ~- ,,1 ELEVATION •~ • I Scale: I = 2 PA RT I AL LONGITUDINAL Specia!Provls/oas , SECTION Nole: For DelaJis aol sho;ra see Sid Pl.an# 085-/ DRAINAGE UNIT I7-A 8 D HEADWALL 8 ENDWALL STA. 1870+0011Cbd 11 -.. ' Scale: I = 4 A f I 7 1CALIF.I :., l I .. O•ST COU/llH '1QIJ1[ 0(l!/,i .ti,11<."' SHU:'f '1'0'7"L MO SHEETS I I so 5 R✓tfi..;l_ .. ¢7..5> 2¢ /07 \ ' -t-._ ~-~l'll'l'llt~'I' l;;Nl).1t<(~ ,.,,.,..,c,,,ti:, --------·· .. ' , __ Jvj,,7 /,e.L.9~5 ~-·- fogtnllt'r of Ottii;fl '1ti;,s1~1ec c-'l'i! f~ial:"~r Ho. 9837 ' ', · -4ABM will, . I J ;;-j • /7 Ga. R~/n/ SECTION ?:4 \ · I .... "--...... ----..L /J (-) -~ /' ,_ '-l ,.-~-T ..:.,:, / f--s' .-l,, PLAN A.B.M. TRANSITION DRAINAGE UNIT No. 7·A . II I Scale: I =5 "AS BU I LT'' CONTRACTQ '-2.4-74 ' YEAR COMPLETED~~ STRUCTURE DETAILS Sea le: As Noted Sheet 4 of G X X ~-x------• ' ' ' ' \' f. ' ' • ~fl;~ ' ' ,,. " " 8-, I I D2 I I I I I t Riser I SECTION C-C ¼ " Checkered Plate Cover (See Std. Pion D 75-5 for details) T--}lJ 12'' PLAN _L_ ,_L_ __ ~ Stirrups 5 " .. """ 6 " r---: ..,.., ' . ' a" ----3'-0 , .. ,_ -- •s a □ b□rs' I ~~4Q) ~" : ' t Hrn STIRRUPS NO SCALE I. .1 -"4 o 8" bars SECTION E-E B F-F NOTES Coll-outs on plans designate the upper structure followed ti~ the bose structure. Example OL ( B) would denote upper structure inlet Type OL as detailed on Stan.do rd D72· 5 manhole and the base structure as detailed on this sheet. ~2·~0-__j i (Min)H• __ _,____-": _J_ ' ' . -~3-0 •:. 36 Precosl Cone. j P p Inlet t TYPE OCP SECTION G-G Pion UPPER . I • ,a I I I I I I '' f:, \ . { "' "' ii' • Type 36 R Grate r(See Std.Pia n D77-7 details) for 111••11111111111 ,, ., (·i 36"Precast Cone._'., I Hm Pipe Drop Inlet "'.. :, 1:,. ~.: 3'-o" ,·, 1<,. c, ... _;f TYPE GCP Moy be ony designated stondord structure , ' ' u ' Vor. '" ' l 6" •• ,, ' ' i...o" I .. 2" , m ~- '· " TYPICAL JUNCTION OF UPPER STRUCTURE 8 PRECAST CONCRETE PIPE DROP INLET STRUCTURES "'-•-; ll.. c,._ -•-C ·<.00..- ..-, 0 C 0 u 2. Upper structure may be any designated inlet type os shown on the Standard Plans or on these Structure Detail Sheets. 3. Risers may be made up of 6", 8", 18", 24" or 48" sections. FOR USE WITH BASE STRUCTURE 4. Upper Structure ladder or steps shall be extended into·base structure to within 8 • of top of inlet pipe. 5. Galvanizing. See Standard Specifications or Special Provisions. 6. Except for bases used as junction boxes, basic bottoms shall hove minimum slope of 12: 3 from all directions toward outlet pipe and shall hove a wood trowel finish. 7 H, Hm, Hb shall be as specified on plans. 8. Pipe(sl con be placed in any wall. 9. No deduction in structure concrete quonlities will be mode for pipe wall thickness. 10. Design unit stresses: F5 = 20,000 p.s.i, n = 10 , Fe= 1,200 p.s.i, II. Upper portion of Type OCP and GCP will be paid for as 36 11 precost concrete pipe drop inlet. 12. Length (L] shall be as shown unless specified elsewhere on the plans . TYPE "s" BASE Proie1;f fnaineer I Dale I 0€"sign i;naineer ! Oole I Appro,,al Rf',!ommended Bv I Dot~ I a d C STEEL Mo~ In Side Width 36" 42" 48" 54" bars Size, Bar• 4 4 4 5 Spacing 4" 4" 4" 5" bars Size: Bo,• 4" 4 4 5 No.Required 8 8 8 8 bars Size: Bar'" 4 4 4 4 Spacing 10" 10" 10" 10· STRUCTURE TABLE 60" 66" 72" 7ft' 84" 90" 5 5 6 6 6 7 4".?' 4'1:" 2 6. 6" 5" 6" 6 6 6 6 6 7 .a 8 8 8 8 8 . 5 5 . 5 6 6 7 10· to" Io" 10· IOU I 0" 96" 7 5" 7 8 7 1()" Allernale Bollom TYPICAL INTERCEPTING DITCH C.hs.s A·• Cone re le ( M/nor Sr.rvc,/vres) A -'LI .. .., .. ' . . : ,a .. ..,, . . . ,V , ·" ·,?· I . A ·. c:>. SECTION A-A CONCRETE A SECTION B-B PLUG No Scale Class A,, Concrele · ( #/nor 5/rucfure, 1 -\ ~ f--" 1 6 min !__1, 6"min ~_-_-_-_-_-_ -_-_-1 -:.?, (:.+_-__ -_•t----.-.. -----~_, 'I ', ,, \ I I 1,--~~-[ .. ~e~I.-L..----¼-------L....---1 6"min. -..:.,.:: ~ 12" L f min.\ PLAN OR ELEVATION CONCRETE LUG No Sea le I 7 [CALIF.[ DIST COUhTY I I SD .. L Rtr1,1J..,: ?0ST Mif1,.f: $ME£T T□_T~I,. " " 5 ,{J../6, .( 2.S '07 ' · ~ ¾---,JJ.JJ-'''":::":___~'C:'o,.cc,.c-c'°=c"c-,"o~,-~, \ ,J,,y /-?:-flli:~-- --~-.~=~g,,.,,,_: __ _ tn':,ffie~~ or ~i()P: ~;,~:~rcJ c;.,p [~!l'lter No 1>fl'11 "AS BU I LT'' CONTRACT ~Q?,_Z,'3 7_1, __ YEAR COtA?LETED' i; (, . STRUCTURE DETAILS Scale : As Noted Sheet 5 of 6 50 40 412__ f 111~ D~ff,, ; <,,o""f,<J-, R/l'V(/.::l5 'R/J R4v'(l!OLI) O" ... f--------=~······.•-:: --=--==-·-••_•·.,-_····_··=:::.::.::.':::.=.'.::r---==~=--::;::==========~~~~~====~~==:::---7= ----:r--+----- 60 ~-.. •--==-··---··-,,,. --·-· ''•·-·-"'=,;;; ~-CeJ77eol-h'or lcr L1/?ed { Wro,.o/7t£ld Weh'edSkdRpeV?Gaqvon skids in l5"R.C.P(CIF) Casing • RELOCATION WATER LHVE Scale: I•~ 20' /859.,,0670 cbd-, I i;~rs ---ti __ -----..J I : ~-, ' ___,...._ ' ' DETAIL OF TRENCH FOR 24~RCP.CASIIVGS ( Looking Wes/) I II ,I Sca1e: I ~z Jfli,11' 1_ -/7'J . /o.i! -~ .-------··---w 'Ce,77eal-;iforhr Lind,: wra,,o_ped Welded 5/ee/ P,::Oe ( l2Gag,e.J ooskicls /fl 24''RcP.(C/LZT) Casing # .5 Rein /orC//79 .Bar { Ca/YB/?/~ :A."~-: · .. • ·:.<._. · .. ' 50 40 :;/0/-7 ex/:SI. 157 '± R/ ff Anc/2or .,oer Anchor 3/ocK Oera1I T/Jrv.sl Block ;45·_; RI ( .See Thrvsr Block Dela;/__) /5 c. Y Cla..s.s B Concrele{Anchor) ,t!{ II,, CO/VCRET£ ANCh'OR BLOCK FOR 6 ~ IO, ST.EEL WATER LINE l\lo Scale Jo1i? cx1sl I A,,chor _per 4nchork/ail Thrusl Block (5<!"e LJe/a1/,) Thrv.sf-Block(.See Oefcv/) 3Q__ CASINGS ANO WATER LIN£ RELOCATION /4 CY Class B Cooc,refe (Anchor) bear1i?g o/7 Mn o/"4/r"- o/" U/70/Sf-urbed Earlh CONCRETE THRUST BLOCK FOR 6"/D 5TEEL WATERLINE _ _6.0~ Ai)_ 30 No Scale I 7 !CALIF.I CISl (OJ/HY IIQ1JH. Sll(,-1011 SH~E"f n;nAI,, •• S .. 'US I I SD 5 R✓6.-I. ✓7-.J ,,% /tJ7 \ \ ---\ -· ... ~,c><•O.•u• _,,_Ono ___ .,. -•-•• Jvj._u~?g~~- ----··-~_,;<,.li~_____c __ ti-.,fflii't-r o; ~ ,'IJ~, P-i!1.,::~ 1erP.d r:,/1 :"'Chet"r .uo_ i:,i:, ·:: "AS BU I LT" CONTRACT Q}-Z-4:7 '1- YEAR COfAPtETED:_b_~-- STRUCTURE DETAILS Scale: As Noted Sheet 6 of 6 l l." I ! I, l ( I I i I I I ' I I ! ! ' Utllltl11 Englntt_r p (:/ ~ '-!/.?<Jq Dolt R/W Cl1oronc, AQtnt , End IO"A.C Waler Main Relocalioa Connect" lo Exislin9 18 "x i32'RCP (Cl ff) cas/n9 C.Thrvs/ 1/ock Abandon /n place ar/er-;------- 1\/ew Waler Main coaslrvcled Dote . . ' Coa.:;lrvcl 10 "A. C chs s 150 JJ/cr/er Main ApprCl'tol Recommtndtd Br ~--"--R.O. Steq_l _ J/4s .. I \ • i ·t• .. ,:,,: '·~ '!(·. ~ ... ~ ,,,. .,, ·, • PRE P..6.RED A550CIATGD Gt-lGIMEE.RS 3910 C~APMAN S-rREE-, 6A.-l ,01Ei:.G0, CALli==-ORNIA Pee. T/Jrvsl 81«.k. 7!/p/ca/ ', ·-- ' \ --'~Abandon in Phce arler New h/s>ler ;r/aia conslrc,,cled , j ' I ' , i I end i:, "Waler Main Relocal/oa Conaec/-lo exlsl/n9 ' 1"· ~: , . _1~· .• ";'> ;• ,., - ·.::,-"' .,,-r'-1 ,, "AS [3UILT''· CONTRACT.Q~ ?...'f 7 4: YEAR COMPLET~D~"J~~ " WATER MAIN RELOCATION· PLAN ' -,. ' ... Scale ' ' /,~t. , _'.i, -ii,. f, .:j',, ' \ , .' . . :·~ '<' ."t, ' . .. ~~ ,.-;- ' ,, ' . , ' ,h ,\~: '. -~ _:<,; i_; f I.'-_ i -':t ! ~--; f_ii. I ... l._.\.~" X I I ' i l ' • ·c.~ ___________ , ______ .;....:,,_, ___ .... , _________ _. ___ ._._,...,.._~----------.. --,,_._..., ______ .. __ ,..,. ' ' , j ,, 4 ,: i~_:: 0~:;~:~t{J· '-;'. '"j " ,. , I I • ' • ' I • f E ., • 'llll . ': . , ' / 4 t; 4. \ ' ·• ·~ ., y .,.;-:, ':~--- •/~ -f./ ---. .,,,. ,. OJ 4 ' ' ·· '-..., ~14 · .. , ..... t b ' • \ . {. :·' ( _,-.. '- -\L I ' ,-i:, t ' .. •J> .. I· ,,. .. _...,. ? Note. •J , , - • l· ..... ·r I , 1 I ' r EARTH "V" OIT CH h' "LE-2" Line J +, r ~ J ·' - r I _I_YPICAL SECTION Ex.,-,t1nq and ! ' i• 0 I] d N 1 y I 0 ,~Jnt0urs 1s Eng, r: e er. rj l ' e C t ~ d b y t ri ~ PREPARED A6SOCIAT'EO Et"-iG!t'-lE.ER5 3910 CHAPMAl"i 5TREE:-r SAt--1 DIEGO, CALll=OR1"11A For r EX Is t To be ,)verhea,J Bridge No. r'!rnoved 57·280 H/l NO ':>CALE :;howr. ...,.,_ '. " i > '.. -~ ( I'~~ ' ... ,·; _: ., : ,,., ~· /~ -,, ;~. ', !• i I ' . .- ' ' X 60 ---- 50- 40- X X X 0 70- 50- [ Rounde End d " ' - I I <> ,-8pp1n:) I \. / ::';,kid__./ Sl<ID DETAIL r--10 .5c::sle /£",,/{)4',f'CP(C'I. TI) ~ot Encd5e1T1e11/ ✓, 6 11 A.C. PROFILE Appro'lol Recommended By Date I I ::-.:::--_ -50 -.;:::::; .; ''II C Waler (?J 130) 4 5' :•11r1. F1r115h 5ur f'oce ~ lo Inver/ " 70- 60- 50- 70- GO- 50_ DETAIL OF /O"A.C. Cl A Coac. ( ,,t,·hnor .5/ruc) 80//0,.-n o/"Ce/1 CONCRETE SUPPORT BLOCK Oe/c9;/shOH'1jJg /77elhod o/ ..5ecvr1a9 w-a/er ll?Bi/7 l/1 Bridge 5/rvclure. Locale .svpporls al nol more lhc117 /0 ·oa ce;1/ers dad al e.gcl? ead 1-vc1// Coa,.-1ecl welded 5/eel p,;ce /o AC p{,oe ou/s/de o/" 8r1oje .E,.-1d Jf/a//. L:x_Pan..5/oa COV,£'/>ag re7vired l,relded slee/ pipe /o IJcJve tve/ded ../o/als "ti Palomar /llpr;>rf Kd Overcro551/J9 !}r. No. 57-556 Lc?N5T£VCT /CJ" J}//1. /1.C. PIPE CL/?55 /50 lft.r..,. N0 I ...,, ,. • ._ 7 CALIF. SHUT I I t:'~lllt'Cl' c,t 0e1il;!I • ~ls1,<eo CJ,! hil,.., lfo. 9Rl7 Rt 5fa .55tOO r'A "= Pi:::JcP. ~ \._~_: 1....-:=: 1 hr-,_)':""·~•- ,-~ f.:)loc~ c.190 nsi-ur·,cl,c_:_-?➔ _i: ·: .ot._x...i \ rrvater-;0\ rn.r ,,n,.J!~ . ·,-'. L. ~J \ cr_,r1cr-e1·e \ l'v-~1rl11nurr, nr~?8 8(.?rHnst !rt~ni ~ • \ ... 1 L • □ ---. j 1 \;\0 1 tor-~• t _;; i 1 ,riC":'j ,C)" \ \' ~. 1 . ~' c, • I. J,=e PC C :c_)cc:1,ne,t LJnd 15 t·L,r t")ed t ~if i ,nater-181 rn1n,rnum j C :) COC1Crete ;.-a"x 3" Golv steel 5tr-'8pB · -leraH, 86 r~"'9u11-ed. 2 re9. \:eve\,. 45• ro,~1. f 10 11 WATER MAIN PROFILE :-,;r,} "If')' --\,-~-~( Cnlv boll 1 lU : & M)~\-)er- 6 11 A. C. PROFILE ,.,,., =-----.. .,-,,,_ l: -·.-.. ---, .. ~-----;;· ~ -·:_ ---•~_-_ __.:, : _.'::'._:_, -·--_"';__ :_ ,._",_ ' --1--...:,,,, !..._.,, vVate,.... Ml3,n Ct PC.C. Tl--lRLJST BLOC\< DETAlL No ~ale _._ --~ ~ --~----·- P.C.C. Mtn ar-es of~_/r:rm ~,-,.•~-- bB~,e of' sr-ct-,c,r---- b:Cx:-e: -1'2 s f und,etur-bed ernbar'lkrnent rnater-ial. Ar·ICl--lOR SECTION A-A BLOC.K 06 IAIL Sc8te PREPARED B~> "AS ASSOCi~",..-fEO E-.:.,-JGll'-IEE~CONTRACT 02.2.4-7 4-3910 C~-◄,6S_ytv1Ar-l STREE 1 ---· •·----·------- .5Ar----1 DI E.-:.GO, CALH-=:oRNIA YEAR COh\?LETED_~,;,_q,_ WATER MAIN RELOCATION PROFILES AND SPECIAL DETAILS Scales Horiz. l 11 = 50 1 Vert. 111 = 10 1 And as Noted Sheet · 4. of \ 50 -···-t--.. -·-"•" ' NOTES See S19n Formol ?' Quanlif1es See Standard Details ' ·f I • LS.401 Sheet ·······+---,-----"--------+------··--·'' --+--------·-··+ -·-··· ··-· --·· .j ' ' ' ----t J ..... ········-···f···· •+-·-··-··-··"-~-. . ........ . i I ' .; I I l . +···- .......... -~---· .. .j., .. ... , .. •••••• 'I- +·· • ,. J J ' l 'I-· •••• ,.,. ' ' t ' I ' .. ' " •--- l ... . . .... t I i 1 i ' ; . t ,. • j ' ' ' ' -·-. -t I 2so' tfr ' ' ' --- ''''-:--if'\-_ .... 6'rt~ ~~ ~ ?-,:1e ---. -;_=:-----,-------__ IUUM.5lGM ¥'-1 G 5.4-LO \ J -----.. .. ·-·······". --.........., __ -...,.,. """'" I -1 ' ' ' J._ __ i I "'•·~---- ->n,-.~---····-···-f'··--·-...... i l T • .• --1-- .. .j f ' ' ... l .... -·- i '+ ----- i ' j "' -----·t· --· ---~-- ... I i ' -i i ' ' ... + ' .. ···f- ; i ; I .,,_ . V\J---' 1 . . . .. ···-r ·····+ ..... _,_,,, ____ . I -C • ..J.. 0 ~ /~ ' ...... -~". -r ' ' t . ··+·······--,~--.. ~. ' .L ..... _, ___ _ D □ ---- 7 !CALIF LEGEND E!ectrol/er -400 Woft MV, 01pe ZI7 Standard Ilium. Si9n #5 Pull Box No 3½ Pull Box Service Pole Li9htin9 Conduit ' I --+ j ' HAS BU I LT" co1•,H;?ACT 02..Z-4 r 4- YEJ,R C0/'1'.PLETED_,_:;; ~- 1 j -------.-:+,- f" l ·--... NOTES ELECTRICAL f Quanhes Sheet Formor See OH S,gnL i9hhng P/o:;;9s_ a Shee/ S ee Br1d9e Mouni_ed ; ,_,__ cture I See S1ru d De/01 s Stondor See QI ($/ 7 I I ,r,pl"Jl'OVED l__/ "AS BU I LT'' 0Z."2..474 CONTRACT 'i;;; G COMPLETED __ YEAR _ S 1 l-.5£HTING AND H IGHWAYl~~TION .S'<STEM SIGN ILLUM ORT ROAD PALOMAR AIRP -I"= SO SCALE. I 19 f.4 X X ----x--------• -· ------+-- ' ---· X X 52 , . , .. ( .. , . -·· ., -·· 4" .... i ..... . . .... ··-· .. ·- -------l--- .J . --·-·-·· ..... ' ' ..... __ ·-··---· 2.50' t· t ...... . -· --······ ·--+----······ .. .I. .•••• ~~ l ~ t ,lk47Z . ~l(l:··-·.+;f,;·."f' ... , .... ; ' ., .. _,,, ' . ' ' " ' --r- + t l ~ 'L..-~. ----+--- ._ .... I PULL ,: ' '9; •~-(1':c •• Box-""-::·.( CLEAM CRUSHED . ~~ RO CK SUMP ~ ~ G5.4BI # ILLUM. SIGN 4 ·-··-·····----·······-·· ... ·····························-------- ----...... "··-·· ···-·----- ...... , ·+-, ...... ~ ·~ _, .... ----~ ~=· +~·-······ -+---+---....--....... -,·--•+---+---"4 . -· ,., ~·-·-· -···' ·---t . ···->----,- DETAIL(J) NO SCA.LE -:-·-···t~:· __ . ·-··-·---f--•. ~ ······ I-,_ f--··--.... 11/i' CON DU 11" . . ., ........ c--c:-'::.=-· .. :-:::: ........ ~.... =· .. ::::.:::.c___> + ···-··+·· ~· +--•·. .... ··--···· SCREEN -..Se:e [Jefail ··r" [-:::r-·"' [ [ [ C b b b tJ --L.J I 7 ICALIF.j j I I c.1~-r't.!'le:...T ~ • . -t ·-·--·····-··. ' ••.. , ... ·-··-··T ·····-......... ·--··- INDUCTIVE LOOP DE.1ECTOR. INSTALLA"TION ~,R.A.t=Fl<:. COUNTING SEE.,E5-3B .• (E.XACT LOCATION TO BE D!:.TER.!V\JNE.O I B'f THE ENGINEER). J,.. ---'+--• • "AS BU I LT" CONTRACT OZ.Z.41._1_ YEAR COMPLETED~'-_!?__ _J .... ~.. ..i. -<----'"-·--~~-...-... ······-·-·+ .. ' . . t .,, .. ,-~~--....;.,~--·-t-----+,---+---~----+----l-----f-----t---+---f----+---7;------i------l '' •~,a~ ------+----1----__, ' .. ' '' --~~~ f--,---~~-______ _,_ ___ ,_ __ _, , .... -4--._,, __ _ ... ~---· .. ······_·-_··.t::::::::::::~,----::-~::..it:-:::::-:::-,r•·-:::_· .. ---1- 7-·---------11----'----+--------+---.-.. -... -. _-.--.--.+ .. ---.,~ .. -... -. --+-_--_-_+-+.-.. ~:::::::t.-.. ---,--.. -... -... + •. -... -... -... --4~-.::::::::::::.I--...; -~ . " ------------~ f-----+---1----+--~----1 -'--····-·····-· . ··-'--··-·---1-----··-· .... ···· . ,.,. ··-~ -··~···-i,-.-~•-·- -•·· -···-t .. .. . -· + . -· -··· +--· -. . ...... ..... ' ··-·-••-I---• .. ,..,.. ...... , ···-·t-··-----·+----'----+-----1-----'-----··-- ----. , -+---+-------+-------l----~-·--+ . ····i. , ..• -... r.: .. k· ,··I', • LI I. I l.l. L.l(I. . • ..... , • I ,.,~~ ---··~Ir--•-~····~~ . ' .. • .. ' . _. ........... . .. . I·• t--· .. .. .. ·~···--··-..;.. ---+· ----+---->---~...._ __ _.. __ ·~·tt~'t~ ·:r::i .. :rg• : I ,a :•-t·•: I ' • • - I • 7 • I' I I X X '-.. , ,. - 3 X ,.,, .. JI.JG {,/4{' E:ll.lSi. ELEC1R.0LIER. TD BE. SALVAGl.:.D, X 53 / SE!:: 51--1£"-T"# 51 FoR. c.or..i'f;11\lvA:1'1o·N i . ,, ..._. ·itOLl'ft 'xj.t.l;f ' TOl Al,, 13 ~HI;'. SD 5 R4'-·4 47.3 5~ 101 ', ,, '·....__ -... ~.'. ·, .:J~--:.., ,., '•, . _...;:..........---. . . - z HIGHWAY ., ~--··' ,----------- "AS. BU I LT" CONTRACT O 2. '2..47 4-- YEAR COMPLETED'<:.'- 11-SO -5 LIGHTING SYSTEM:- JCT OLD U.S. IOI. a PALOMAR AIRPORT RD . SCALE' i"a 50' 1964·· '" ',~ ' . ;'J )( ~ "-. )( ---X--------1 .. '-• '-- • . X t "' ' '·, "· t t ' ' ' ' • • 7 -4 • 4 • '• ' ' 4 • 7; t • t. • • X / Date : / ·, G".IST1N.G ELECTR.OLIE!i"... TO BE SALVAGED . ' ' ' " ' r ' ' ' • ' ' ' ' • . \:~ ' ....._.:..,. ' ' ~ ' ' 7: • • • ---------, ............... --- ----------··~--------- ~l,11ff't' SD 5 R4~-4/41. 54 10'1 □1-Ti:i!:lCT ..... ---'J><..Wlu1-'t .. Is. \~~--- .. ·---·-····--~=-.i,....~L"""' =-- ------- ,~-==--=--- d ---=-II II ,1 11 ff "AS BU I LT"' CONTRACT _92.z.<1_:_]__g..4 YEAR COMPLETED_'"? c_:, j 11-S0-5 HIGHWAY LIGHTING SYSTEM PALOMAR AIRPORT RD. 8 CARLSBAD BLVD . SCALE: 1"= 50' 1964 GAJ 1/1,s 55 •.3.Co0% C: ,' r--:-. ,H (_-onr-:-:re fe r-,.,-/E.: "] ( 45 7on tJea,··,"rv,) @b,q t'X. 1 tr neF :f :s St...lec/l"rc:..f ;,J:) £I 4D 0 Tep er cvf Toe --To Cr-,cir;ifos 47-,.ce G3 B3 v--Vo. 57· -:j5C.. c)n,·/ ,'"~c,,- 88 .. £50 vc I I I -1 f-,➔ b ._, t I I 47 • .... ,ne -. ..., ---~ -. Top ,. ~ ln '-'l ,. 8 ~ il!JTATK. 7 C4l1F. D-•••-CoUH"".-Roun: 1 I ---~~~-·~-------------".-------------'-----------------L +a.ea% GRADE 121'-o" , ~ ..... ~ ,-~....., "'I""'. -:· . .,. .• ..,.._ .• , .. II'-'" -,..""'!"' , ... t!'~' -~•-• .• ~'~,?r~•-· ';-::~.'.;;·.-;-,:.. -·~-.-:.;•~ .. :~.:~ .... :=--~::=fl:=.-:-'"--':-:-':":~'-="-:=it:-=::'.=c..~.~"':"-:=··tF.-.... -~-'-:"ft"'~'~" ~~.::.~"·•··· ••. TI. -••-,,• •~••-• ~•• r••~--~--•~--~-~~~~=-~=~•:.._.~•"--v~~,•.::;=.:.•--•-,_---"-• ----~-----~-----..... _,,_ ....... -··--___ ,, -······· ...... _. ·---~~-----------------. ---------.J,. __ ·~·--- ' :,'b C\ <Y 0. 4B \ f~/ .. /~1 0 .. -... ___ ,,_ ·----·-- ELEVATION \ -\ 0 t' a ·V, ,, f·..,,-'1o r.7-~1=.ei ,..., _, :;I_,/ ) '}.,eo.r· nnd "Pr.,/o,nri,·· Afl ~.t.>Or-!-·-(oc,c.-/ ~. ns_ j{ Fs 49 i Ty1----..e 2 3nrri~, ... Apr.;,rox or,9/r1CJl 91·0-unrl l /r-,e r 7 '/,_¥_ o--f ~DA'' :....1ne. 1011 Warer Line In COsJng - -· -··-··_____.-:::: . -1 , v~-=------_ ------------·--"=:c~~-----;--T----·---+1 _t_MTD -0 -__,, I I .... ·c ,,.:..: ·:~~ yo,.s r)7arr J (1J vi 8.,.. :\Jo . ..5 7-5 50 ~-en,-. Toe of fill _, -__ ;· /o'-o" 12'-o' _T_Vi_P._1/ C_A-=L'------------=-S-=E (II O_'N __ _ ,.".:Jcc1Je: / .... 4'-0 11 LIGl-4TING NOTES I i "'1 5EE STANDARD ELE.CTR \CAL DETAILS -BR.I DGE. --· -- 1"coNDUIT 0 I MENSI0NS MAY BE. ALTE~ED TO CONFORM TO BRIDGE ALL CON DU IT \1/2.'' UNLE55 OTI-\ERW ISE INDICATED. .STRUCTURE. --\ C) \ \ ' R0,90 . C\l -- ~~~~~~~~~~~m-~ ~ ~-'-----------,-------J~-- \\ , . .SEE OETAI L5 OF 5TR.UCTURE MOUNTED SIGNS SHEET. ' 2.0' X90" lLLU CE NTE~ED OYE \ \ . .SIGN ~ -.,.,~ ;0 , 0 , ~ '/ ;:AVEL WAY \-.__ ~ '!1 ------~,:~.,o.t~f',:,:---© @ ""-,,,, CONDUIT TERMINATI0tJ ~ DETAIL C.. ..sTe_ucTURE PULL BOX IN SIDEWALK, l""<PE II ~ DE"TAIL "o''. ; 0Z.'L4-7 4- _:_, ·,;;, G .. \, \\ "'. \ A_Toeo, c~ NOTE: ''Tr-1\S PLAN ACCURATE FOR LIGHTING ONLY" BRIDGE: OE:PARTMENT DESIGN SECTION 9 STATE or CALIFOl!Nll OEPAR"TMENT Of PUlllJC WOR~S OIVISION OF ~IGliWAYS SHEET \ PALOMAR AIRPORT ROAD OVERCROSSING : r., •------·-,--,-~--------------~----------_________ , _____ __ i, O'Leor1..J ~rc.,.4-.__ ___ ----------------.. -----OET.,,.11..5 L(X:AT[O Ill Tt£ CITY C#" CNILSBAO IN SAN Ol[Q() COUIIITY LAYOUT' ,, FOR GENER4l NOTES su "FoL'r,dafion Flan ' , ____ _ OUA"'4TITll:e:S ., -----------+-----------~-------,,-------,~.----------- ' '1'~10"lll:.-s,-r:c11"'1CATION.S i a:i I , _ . .., LIGHTING PLAN LIVE LO,\OING H20-516-44 AND A.lTERNATIVE SCALt AS NOTED BRIDC.E 57-556 X X X ~:;~~ C::s;i : Troe, d ' ' .._ _____ _ ,,~--------- G /V J/(:; I --···------...I X (a4 [3 3 UC :::i.o LC I 23 ,.........____, --., ····-·-----· .. 18 TamctracK Ave Carlsbad Blvd E.XIT Z. IV\iLE5 Pa lomdr Airport Rd. ----·-.... ,. ' 9 G:, .3· ·-·--·"··----·-·----"-·-·. ------·-··--··· 'Elane. EP 7 4' --r- Curb Face ~---+I __ ....... ------··?q'. _____ _.,...' _4_. ___ I I I I :t-Ratnp I ~ Post O'i ' Fost Type. :i[[ CC) ..... S! 31 4-5 8 5 (D FACE. NBT 5TA. 1836+l0 "Cbd"L·1ne BO'Ri"'. Torno rd cK. Av'e Elm Ave_ Las Flores -·-·· ,. ·--·· Dr lu 13 3°U C loci' L C Poin.se+tia Lane La Costa Ave. Wood le~ Rd -----------. -22' - 7o" t 1/4 23/4 90" 4¼i I ® FACE N BT STA. 1844+78 "Cbd"Line @ FACE 5BT STA.1845+~2 "'cbd''Line STRUCTURE MOUNTFD SIGNS ON PALOMAR AIRPORT R.d.O.C .. IG LJ. C. 12" L.C. IO"E. CAP ... . .. -----·-3 0 20' Poinsettia Lone E. Y--.. l T 11/2 lVI I LE 24' ~~·-·· -.... --------=--------~' I 2e· I Palomar Airport Re Carlsbad Blvd ~---------------....1 I--.. -... I --~-----.•-----·----~-----··----------___./ I la 4-4! ···---·-· ·-· __ .. _ ---··-· ----------..... ......... -b r----·~ Curb ·1 -·--··---~2.~o_· ------.... 1 ~4_,_·---: l:-Rarnp ~ Lane tP Face, ~ l: Post . , Post 1ype. 'SIT ~ Ii 54 7 Go -r::: 49.30 @ FACE 513T STA.\ 55 7+42. '""Cbd"Line. 8d Lt. NOTE: h"' DlSTANCE. FROM BOTTOM OF FRAME TO BOTTOM BASE Fe., 70" SJ6N NO. I 2 .3 I 4 i : I ' I ' SIGN STRUCTURE QUANTIT\ES STA.Tl ON STR.STEEL STR.E)(C. STR BF'-l~-~A.SS"A" BAR-~EINF .Z,ALLAST LBS CY CY PCC-CYSTEE.LLBSl30X.E5-EA.N" 183~ + 10 .. 1844-t-76 1845-t-,;,,2 1857-t-4'2. I ·--~--+-----+-----·-"·•··· r----+---,----t--------1------1 I ---~ "' .. •-+----+--~ ·r-· i i 7 !CALIF I I I NOTE~ NOT A SEPARATE 'PA..Y ITEM. ' ,. 51 52 .s 4- 5 Cc, S 7 55 59 S 10 .S l I S 12. E5 ti INDEX OF OVERHEAD 51GN STRUCTURAL PLANS OVERHEAD .5\Ghl FORMAl"'AN.D QUA~T\TIES St\EET. INSTRUCtlONS A.i,.JO E.l'-..i'-lY\PLE.5. POST TYPE JI THR.U '.lIB. STR.LJCTUR.E FR.AME MEMBER.5 (SINGLE POST TYP1:). STRUCTURE FRAME DETAILS. FRAME .JUNCTUR'.E DETAIL.S. REMOVABLS SIGN PAI\\EL l='R:AMES. WALKWAY ;JETA\LS-1':J. WALK1.NAY DETAILS '!t2_, WALl(IJ;_1A_'{ 5AFETY RAILING DE'TAILS . WALV.,.VA Y MOUNTED BALLA.ST 130X. FLlJCRESC:.EWT S!GN LIGHTlW.G E.0.UIPMEN T. (St:£ ELECTRICAL PLANS) STl2.UCTUR.E MOUN.TED SIGN S\4EET (P"-.\.OMAE'. All<:.PDR'.T Rd o.c.) HAS BU I LT" CC ;r~TRACT _ Cl.2-..L..:\-_] 4 y::AR COMPLETED' e, '-, I \-SD-5 OVERHEAD SIGN FORMAT AND QUANT\TIES SHEET PALOMAR A\RP0R1 ROAD NO SCALE 1964. 1-- ::: ~ ~I~ ~ a "-1::, --~ ' ... 1~ ~ ' ! "' ... " > .. Cl. > > ~ • -~ • 0 -0 -" w t ' t ~ > -• "' -• , ~ C V 0 . I N ' \ \_ \ \ \ LOCATION PLAN DETAIL A \Q _ _____; D -\_ Cover Deplh~ _ below fop of ro il/nq) '\ t191Jf 1n;, /JA ,";.,•re fl I 7 ,f'-7 i I r7q hb I A-vvo ~ " ~ See Cle-.•u1,' c 2 ~ o" ·-I 18 qoqe sAeef mefol co11er required only when :s19n pro;·ecls above fop of roi'/,nq. See ··v,ew G-G~ M°'-4? t:i7q f3rac kl r L 5,. J" ~ • ~,, Clip An9/e ,-f/Jcllor'f:79# ,.. ar "A/,if,,.,,,0,-',1 Clt,c ,1/Jf?,~ ,,Pr;c/:>oror;,~. H h,o 0I~ Deck ( C!tp 4ngle .4nc/Joroge I T----,--------~----------~---...; I -! (j r·-f, II , .. -,.. d T"""' ,, ·1 I ~ --C -, r-------+ I I I II I /I _ 2_ ~ 5-0 =IQ-0~ 9" ~ W::;,,'A-1vJ{I 5n;,::A-e/ lbCI!! 0/ b :'~r/or G,,;, de1 • -----------i __ I ___ I I TYPICAL MOUNTING, BRACKET ASSEMBLY 2 ~ 4 '-G''= '.J~o·~ j ~ ' \ \ VIEW G-G --. s--,-,.,,. 6'•,'·-o .. _, ... I.,,' ' .._.., ' 3,'/E bo/ Is Ci 12 n;ox Spc-,c1nq. 74'" holes Ir? onq:~s orid cover _lo be drilled ::ii !,me of c·reclr:.>17, /er'l1col lop jo,nfs ,r; Cc1/er perrn/ssi"ble, No SCJ.'1 2 -¼ "non corroo'!/Jle expons1on /Jolls Pv/1 ovl Yolue ·6;000" per boll Pruv1J,z lle.r l;d nu!, f'lol wus/2er ( loc,fa,us/Jer. -ll~••li"•j• •0'·2¼" ,--z-Y1o 'aio hole1 '---+-+--+--~-~. ~-----7c__.-----?,,--,"" hex. hd boll, nvl, l'lol -__,. ) MOUNTING BRACKET ASSEMBLY SPACING ',cole: None Nofe; 'H{ co .. ~~•CT)•i S~.lLL VERlfY "LL [l{P{N()tNT l•l""-l'ISIQHS B[f'OR[ OROERIIIIG OR .!;~. • 7 r---;,;-, In. Prov1dq 1/2 l,v_ I //d. boll, n1.,1I, __.--. ..ct:x-k f'lolwasner' a/Jd lockwasher ---.. , hp o/' O('c/r ';z. ,r /e1po11s1oa .bolls. 1/tllovl I /1/olue O 6,000"p,rk/1 1/'~ .. ~~-~~r----~~~-~-- '-I .--\~! I ---r-~ :~+------fil--_: ~-_-~ : i ~ I . -~ _c-' .. • 7 0 • \Q ' ' . 3. 1/-i! J( '-.,1,___~L ------ti\~-!.~-_:_<!,•:_j4 .,} 2• 2 1 2" 2•) .,,,,. ~~,z,,/, ~·,c·,a·;t -Plole wosl)1:, .J1e Dela;/ •F,"' /Jex lld nu/ & lockwosher ii. ,r ,5,f"' ~ 6,, ( t • ( SECTION E-E CLIP ANGLE ANCHORAGE AL TERN ATE "AS BU I LT'' CONTRACT _9 2--Z.. + J '1.;-, YE~R COMPLETED_~<o e, J 2-511 .r t! "Is,. /Ju. net ball I n,,I. p,,,,,el ,;, l1:>?c. .. Tac-A-wild • , , CLIP ANGLE L 21·•z1··l·•z~·- DETAIL .._ ___ ,d_ ___ ....1..JI wos Iler, lt1cA--wC1s Iler 011d Walkway Brocket (.s,,-___jj .~•m,,,. beYeled wos/Jer ~ C. Wollnvoy -====_=1=c =_ 1=,=. =1=Y,;=2=.=. '=1=0==---- Broc l<.et ANCHORAGE B Scott: : I~·• t'-0" DETAIL C Sc.ale t½ •~ f'-O" VIEW D-D Scale : 1.i' • 1'-0" -'No---'-"'-'t-"'•-~: For rernon,()/e sign pan•/ Frames, mounl/ng c!t'p angle$, ond bolt s,z•s #11 •r;en-,o,,-oiJ"1 Sign Pane I Frames• S!>«e'f, For wol/rwuy delcu/s .se~ "Jfolkwoy /Je/01/s shttls L.-__..,_...r---.J.-s-· Hole DETAIL F Scale: Ho/F S/zc •DA DIPAMtW:)(f · · · DESIGN SECTION · · · 12 ,.,.._,a 1,1 _,,.....,. ... ......m-. .. .. _, .. _ ... _ ----__ .. ffAff0¥CAiUl'O...,._ STRUCTURE MOUNTED SIGN ou-57556-B I I X y I I I • I ROADSIDE S1GNS If i SD WOOD POSTS -ELECTROLIERS Code Location Stotion Line Off-Sign set FTB No. r-sf>A-2·· 22' RT 'PA-5 2.Z: Lt -p;:,.;· 2-o·izt I N i4~7 S 14 -IZ N !9-s • Sign Dimensions Sile Area Width Height Sq. Ft j ::'.>0" OCT 5 10 R:ioR(!..tJ):=io5+G5 LE-:'l'jzsRr' w ;5-9 4.e,--; ii:.-' s I ~ -. 'R:··1',R--°1844-i-OO°fl¼c R·i'19'Rr W 'J-3 [ 3i:,•· t 3~"'. RJOic L~tJ 1844 +7o !PAC R•s"119 Li E 4 · l"3 1 I 4-5" , 10, ·· R',,R. j i\,,42+50+-PA;z":j4L: i S !4_ • r 3(,' l J(,"~! Rr.c<;R 184~·,5 D 1-?A·Z',2.BRtl s 1 4_·2. H ,eo' ! 2\' r \4 I '548+15 lPA-S)28L"':' H ld-l4 , ~ -· -r :!t~}cis·+rt:r-1 i·~ t f i--\i' · ; - 1 3(15.-00 rLE-.3'' j!zzRt W , 8-8 I -' "" +El" t· PA,. 70· Lt , s r 9-3 1 t r I----~ ---.. . ·+ ;_ ! ! .j 1' 1 , •I ,.,. RI\ I<, I '. I ; ' ' 3~" t ,~t;;5R. l 2,3..-55 f'pp.,'' ;85.L1JW/W l ~i4 _1_3<;,:' l+ 1w57RrR"f\ : , 1 i ~f"-" WZ . .I L, . ! , i' 1 , , :5"; JIL .. -·-··--·~ 'Z44 l,S45+251Pf'.-i';22'~; ~··:4_;;· ;8.:1--35"-7 . . .. 't64-(,-r00 fPA·.3·'22 ~t 5 -4-9 -···. -····+ '8,:,;'1+9P lTA-4',2.'.'. "'t :, .4 zo; l ! .. ""'" ,. ---~ ··--· "----· .. ----,-. ! ' I 1-----·--···-l I -. t· - 1 • • 1 l ' · t -1 1 1. ' t i ··-·-+ 4 ' ' ... + . .j. -·· ... ,+-· ' I w1Ri'Ln' 301.+oo ·'s,·· ' S -3 f 4~" 46" ' 8-4 l 3Q"' 30" l ,. -t ·-+ +· I ' i ' I I "i:7 ' \ --t--·· ·5 I 1 4 -17 t ' r 48'' i 48" }' 22. ( '\{\' ! 30' : • -· ···---····· 1" ... .. -·· + ' 9-1 i ~ ' 1 N j9-Z., 46" I t.'liRJLJJ,.y!B47+00 ;'Cba ,04 ?..:1 N ". . ... -·-·,i-·-· ; j 1 wi.i,r:>.-1838t-!JO}'cbd"'74'Rh N. ... . 184-i-,.oo r°Cbd''7t'ft! "' -' i i ' ' I 4·2.3 45 l : i I , T3-4-j 7,-7, ' ' I 4B" 1,;:, I + ' i 48 I I ' I i ; 1 ! I . . -t - t. --·---+-·-·· ----1-' ' r -' -· ·-_l6"SrOO;Cbd',70R~ N .. lBGBt-00 :cod'-~3-~, !'--1 ~ _ _ 187 1 +oo ·c.:;,c· .:,: R.~1 N. 1----........ 1 _'Q;_4 t 00 : C. .b .. c..:.::.20 RL t--:. .. --+- ' .. ... ~5~~~~I304 ➔Z:}Lt:~:~:~~1.i__~ j ~.::.Jtf' l_J&'.'}l , , I , · I I ' • ' : z -·s· .. :· 45·;r : M1·:.--.·t.·. ~6. ·: I I ' ' ' ' ' r , .. "" .. __ ,, ___ , __ , -·-·I-· .. _X... .. .. -__ .. ·-·-··· X ·-·-····-· --::·-+--_ ,~,t-•• :·· -·-:---~-~:::_:~ . ··-::._·:.::=~~-::·~-==~ -----~-----·-----·· ---~--- !1'1c"1 2·· .. -----·-··----~-----,·"·-·-"-.,, I l I I 5 1 3' a 6 5 l ' j ,, ' '- 1 ! I I 5 ) ' ' I s.• t I ' t .J. ... s f l ' l -· -\ ···-·1· --··--- ' 23 . ·~---~-., '' .. , __ .•. ,. . ---····----------t ... '_--~=-+-·--~~"~ '),::·-::.+ ~---_-_-_-_··_·-·._-_--_·· ·_·-_-_--_-=---=-=-=-=-=-=-=-=-=-=---;- +---· ··-···-·····--··"·····--··--------·---t ' ---· 1 .. , ...... --+--·-1--··-·····-···---"·---·-·"-······-"'"""" ., .... -"'" .,. -..-~~-t------__ ,,,, _____ ,, t·--·--··~--!-·----t-c-'(~~--f--····---·-·-·-··---~------ -.. I-· --I------ -·-··--·--~-----··---··--·--t ......... , -~ ···--··-I--... , .... ;· ···-·--., ... I-··--·+-·----+-•---,. '""'•·-~· .... , .... ,,. -···-·--·· .,. + -----i---'------+---1--+--+---+----f--------------~ ... ···-·· --.... l.. -~ •·'--'~"···-· -~~----·· .30 ' 3 ' ' l • ' ·-·-··-···--t-------------·- . _ +---+---+-------·· ELE CTRQI....\.E.R.....M.Q_\Jti.LEc.O_._ I ;3• G" i l 4' I L ' r ---• ---• -1-----•---•••M>O> ______ • -•••••--••-•-"•-••---•---•••-•-- e-•_ze___ -----------···---·----•·••· -·· _____ i.,.,_"'-~1-------------------· Z' i l 3' l t t t ! ' ' • t.3· , .. ;.. t ;. t j ' ! ' +-·----+---+---+----+---+--- \ 4' I •-•-·· • "-~• _ !. )< I +--+--- f f ' +..,... I -..... , .... ---r--______.....-.... "" ·-·· ---28 .. --+------····----------1 . _ £LELTR.n I IF R J\/)/\l I" 1 T cc r, \'\AR,R,\CADE MOU NTF.,D. ~· .... , ... , ... , " . . . ... ·----·-·-~~.-·--··· -----··-·····-------t T r ........ .. ..... ' . : -t· -·---·····-······-~--,:---:--+----+-_.-·-_----:t1A&ii:i·CAD--E.~-_M,-,--O-LJ_N'_T_E._D_ -- .... --····· ' I j.. .. _,,. ··-.. , .. -··· .... I • .j. ••.. ··-: •• .1. ....... -·•-I---+ ' ' . , .. 1· -_ ........ -.. " " .. .. .... ·····-·-·-··-·------------,, •I •I • H -·-·-·-- l -·--·+----1----·-··-----t--. --1----1----+--------------- . ' -t 3' j ' ; ' JO t L ' ; ,, ,, -.. -1----1-----+----t----+----------------1 ---·-->---·--·---r--·~ --,..--------------------- 3 l 8 '7 5 1 LE. -2·· 4-L 1 N. 9 -5 • -i ... l 5 ._-_-_-_-·_· -+------+---..-0-ff--+----+--S-i_g_n _t--r--_ -~s:i:1l-:=_e-=._-=._-=_.,+-A-r_e_o-+--N-o-. .,..· Ov ~: -t Sp cc -, Dep;~--· -H ~· -... , -~ E ~ --·-' .. ;~+· s-t-S--1i Z,_e_(_F_B+-M--)+-T-o_t_o_l ---t------------c--t 3 6' l4 Y.. . 28 ._c_o_d_e------L._5_1 _0_t1 _·0_n___J_L_i_n._e....L...s_e_t_J_F_T_BJ.._N_o_, _._w_,d_t_h_H_e_i_gh_t_,__S_q_. F_t ... l_P_o_s_t_ ..... hang : ,n~.~1_·_0_·_· ~-L_t.--1--_R_t_ ...... 1' -~-L_1-_,___R_t,--1--4_x_4-+-4_x_6~6_x_6_._6_J(e~_F_B_M_..__ __ ~R_e_m_o_r_k_s ____ ~ ROADSIDE SIGNS TOTALS i N zo --t--------i-· ------------------.. - 5 5 .. ' --~y I -···· 1·- j ' "' "'' .. , .. , .. "" -· ''" . ' . 1 ..... M. ·s'J:::.~ .. , . .4.S + "'o . .2.0 ; .S 5-4 I 1 - "chaµt B01<:" N-+z-4--.,o~' ior>" ·2.s '.1"T"'" ... ,. ·1··· .. ·····-·-·-r-·--+---+--------------f ........ r--x---=7-~?--+•--.. ···---------··----- ·---··-·· - -------I------- .... ·----___ ,,,_,_. ---+-----I------ I ? ' 7 ---~---·-·-· --·············· -.. _, ___ _ l2.4 >-· .,. --. " . . ; j ~il~-1\341+~~ ·-PA.~~ 4·_1,t ~ 3-~ +-_12-~-~o 'j GO 7· I s· I(,' 6" ! \::, E,' ! 'I<-12.B MO.UNTR43 ON BAc.: Of r QC, I ' . t I ! GO L 1 : 3D"+ -·cci, ; 5 1 ' ' ' ., . ·-· "' .. ,. j4 6' B , ? ' 1 zo I ; t - J_ . I ·-· .... -·-·----+-----, .. , -·-·--·· ' t I Z." ! i ' ·---, ...... +--· ·----__ ,, __ ' ..,. ....... ' .. --·--··-·-··-··-··-·- 4' ;z.· .:c;·j e; ~" 10 0" 4• 15' I l' . t --.... ""'" , ..... ,,., ____ ,_,_ "" I ,rs?<:171• -1i,t s5_~or~.~_'."'·:_ i~~~~-~-.~.~:~~" _2-4" l ~~": 4 : I j : rt-,-27ITl"5IT1:5.479"T·-·-······+----t -.,..,,-· t-5·-3 ' 3~•1 3G" : ! 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I 4' . 14 1_ t4' ..... _ A -············+ ...•.... ·-··· --t-·--t---;--··--+----------------t -·+ ... ,·t-... ·-----··+---+---+-~-+---------------t ,3 . lQt-······ -➔----···+---+---+-~11~~--+---------------1 i ' .. -· ·--····-··-"· ··~-< ·-.... .. _,,.. . .. -· ···-·-·-· i---· ... _ ···-.. -r-____ L.3.. --··-·---------------t ·---.+ -·-·· ~ .~-·-----+----+---1--t------1--------------1 " ... ,., ··-······-L-. -+-----·-·-,---+·---·······--+---t--1----• ----------------1 --· ---+---+---+--+---+--------------; 1 . -. - J------+----+----1--+---+---+----+---+-----+--·-·---+----+-·· ···-···-··---+----+---f--·-1---·--:---t--------··-+--+---+-----1--------------t -------+----;----,--;----+---+----+---+----+--+-·· .. I l . ---+·---····- ·--·-.. ··--· ··-··· .. ·-. I r ' +-·-···· + I -···-"" _,,._ ·1 .. -·· --· " . -. . . " o--------+----;----+---+--+---+----+------~···-····-·,······ ,, ........ , ... , ... ··+· ·~.·· "'"· .... ,., ........ ~, --········-t···-~-... ,-.~--+--+---f------+--·"----··-. ·-··· -· ... ..... L ---···-·-·-· ·-..... t-···-""" ' + 1------+ ---·--i-----+--+-c--+---··· -· -···-.. e---. -. -·---- Code Station Line S "H" Off-Sign ize Area No. Over-Spec-Deptri1----.----+ "'E" set FTB No. Width Height Sq. Ft. Post hong ,ng ·o• Lt. Rt. LI, Rt. NOTES; I. ····-·· -··· _,,,, ..... -,-----------------1 . . .. ·-··-··-~-- ., . ·-·· ·-········· ··----· -·----+-----------------l I Post Size ( FBM) 4x414x6 6x 6 6x8 Total FBM STATE OF CALIFORNIA Remarks DEPARTMENT OF PUBLIC WORKS WOOD POST SIGNS 2150 F. B.M. "AS BUILT"' 2. Exact size and location of Signs and Posts to be determined by the Engineer_ On all signs over 30 SF, s•xs· and s·xs" Posts at 5', 6 1 and 7' embedment shall be used DIV\S\ON OF HIGHWAYS ROADSIDE SIGNS WOOD POSTS -ELECTROLIERS1 . . ELECTROLIER MOUNTED SIGNS 7 UNITS CONTRACT QZZ.4-]_51_~ YEAR COMPLETED',; G -~.. -·-:J as directed by the Engineer. X • X )( r '''.' .. ·1· ( »,,. ,,, • ® © Sta 2-77 + 70~5C (tx.ist) Ft-JBT on Right GSGR Carlsbad Blvd Pa lo mar A·1rport Rd "'f:>" NEXT RIGHT ' ...... ~---,,._......----,---,.,-----r--.,.,...., 39" lo'-o" 39" ~ F:, ···--.... .,J __ .. ___ ,, ___________ , _________ )-\, ................... --~-~-------~--- E, 9' -Cf±. E ~ 9-d' + .Sta. 353+so"cbci" (E1-·1st) FSBT 1n Median 5ta _ 3 B 4+b0 ~Cbd 11 (Exist.) FSBT on Left 7-0 I I G20R Palomar A·1rport Rd Carlsbad Blvd RIGHT LANE 57' 57" B--0 ": I Ii+-5 -0 - GB3R Palomar Airport Rd Carlsbad EXIT \ 1/4 ' "+ 5 0 - E>lvd MI LE I •1+ E-10-0 - I ------, ,,.,. ' _,...,..-"-------E.=IO-D- E..P -___j__ ___ ~ ----...__ ,.,.----------- " 9f, METAL BEAM GUARD RA\ L Line. Sta to Si'a Rai I E!..rmlnal ~turn L'1n"-.al Fee. t lo=tion ~ion ~ion Section O.H. 5ign#I 'cbd'' Rt. I 83kit00 (6ore) 4 2. I 57.0 Bridge... { '"p_ A'.' Rt 4G:.+25 Bridge Ca 2 78.5 57-SSea •·P.A'.' Lt Bridge 50+{:,0 GJ 2. 78.5 OJl51gn-t14 ''c.bd" Lt. 1857+50 (Gore) 4 '2.. \ 51.0 ' 'p_ A'. Rt. 2f>+20 Bi-idge 7 2. J" 91.0 [)(.ist Bridge{ 57-281 "' ,, Bl"'idge. .31 +-05 7 2._ 91.0 PA. Lt. Bridge { ,.P.A" Rt. 34+45 Bridge (o 2. 7B.5 57C-/76 '"P.A'' Lt. E5ridge 38+15 '=-2 78.5 TOTAL SECTIONS 4<o Le;, '2.. TOTAL LINEAL FEET 610.0 METAL BEAM BAR'R\ER Lo u:'lt ion Line. St _.. St Rai I ermmal Retu~n ._ a. IO a. "----" -=--'t' ~ t· L1n6!:. l fuer ~non ~ IDn _.,..;;C 10n Bridge 57-55f:J { ~bd::Rt Me.d 1544+60 184S+25 5 Cbd. Lt. Med. I 845tl0 1845+75 5 2. 2. TOTAL 5EC7'10NS 10 4- TOTAL LINEP..L FE.ET T\MBER POLE ROADS\OE .S\GNS A B C Pole Pole Length L.f. Class Left ' Right 2. 1·-ta'' • " ' " 3 21 -G 43-0 25'-c;'' ' " ' .. j 25-G 5 \ -0 23' -o" ' ,, 44'_ o" j 21-0 TOTP..L LF I 3 e:,· -o" ' -MARKERS \32.. 0 Gui de. Horiz.ontal Maintenance Mile Post Clear ance Reflector Markers Markers, F G. H K L Each 9 10 \G ' All mar-Kers to be. located as directed by the. Eng·1neer-TOTAL I RE MOVE TRAFFIC STR\P~S: 2,000 S.F. I M E D l AN C.A BL E BAR R IE R ~ 11.:. 'TO f.il'a)"i C,A,1!,LE -l<--,, P,\,.\C\,OP. e>LOC.¼ Pull Box Markers 10 379 REMOVE M~TAL PLATE GUARD RAIL Location Line.. Sta. to 5ta. Lineal feet E..xist Br--idqe{ -PA" Rt. 57-'2.8 I "PA' Lt. 25 '!: Bridge '2.5 ! Bndqe "TOTAL L \ NEAL FEET .SALVAGE ROADS\DE SIGN PP.NELS LOCATION 2.B5+oo''BL'' R-t. rNBT 299 +oo" LE-=i Rt. F~BT 30&-t-00 ''W:o.• Li", FSBT 30B+ so" Bi' Lt F5el' 31\+00"Ns'R,t FNBT 312-t-OO·B~" Lt. F5BT TOT AL Co CODE GBfuR G'oR. GBR 6B4Rl GeJR GB5R SIGNS REMOVE ROADS\DE. SIGNS 8 Two-Post 3 E\ectrolier Mounted 5 One -Po:;:,t (lO Panels) TOTt>..L \G:, SIGNS lNSrALtl,.JG SIGN PA~ELS ON ~)(\STING .STEEL S \GN F°~A ME'S .... Sta. 291-+S0"B~'Rt REMOVE EXISTING l~x5 Si~N ; rNS1ALL NEW l~'x.5 SIGN "AS BU I LT'' CONTRACT O 'l 2 4:...tl. YEAR COMPLETED',:;,, Co ST/!\1E OF CALIFOl'?.NIA DE'PAR.1ME~T OF PUBLIC \NORIC'5 DIVISION. OF Hlc$HWAY5 163 \ 43 30G CONSTRUCTION NOTES TIMBER POLE S\GNS MISCELLANEOUS .SIGN L\STS MARKERS-GUARD RAIL '"" .. I I I ' \ • • • ~ + ;;. <¢ ") . , C,' ~" ' .· ' .. . . • 'cf) , ' + . .· ' ~-. _ _.,. ,, ... . ,· . . . ' ,, . " . .· A '45 . ,,t; I?• 3//o ,v - 7o £nclnifas · . . . . • . ·. 0 • • ----c-= .. C'.'.' ... -3:::cl;:,-.. ,-: ........ -. ....• ..,.:----.. -o-·· .. ·-··-,g;~,,,,:;.••·•····; :_;,,,~ .. ··~---------·· .J ~ . , 0 /'.... .. u .. o. · . £/. 8/.18 .!:. New ebrisl:) · ',"· so:-:: • ' . ' r·· •-,, I I ee.ea· -. ' . ' . '· ' ---\;---!JCtis,:J g,~ade i11 ~~ f!,ls 01~ea. I I I ' i I I I ' I I . I I I I I' . , I I , : I ; ., .. >~···. ·q_ ... ,~,.,~-:;,,.-. '--1\•I .. -· ';-;-""'-~--•I ··~; : ' . . ' . ; . ' ., .11 ··~--'-·····-··· ' i FED, ROAD STA.TE F;A. ~NOJl:CT No. · DIV. No, • r-006-! (~<o)41 ,, .. · .. , .. , · · .... ·, · · · · '· ,, ""'Rti'i10!1f''afli'f/l'rgii'~6 · , .. :-'-,, ····· · • · • Qi rd r-e 1 ,,i:wifl ah d' ~e re+' ., . .... ...... .~=xfstifi'i:J · rai //n•9:· 'i ' ' . APPROXIMATE QUANTITIES RtMOVING PORTIONS OF BRIDGE •cLASS "A" CONCRETE (BRIDGE) * LI GHTWE I GHT CONCRETE . EPOXY GROUT LUMP SUM '!SC. y. 60 C. Y • 45 C .F, •eAR RE I NF'ORC I NG STEEL fBR I IJJGE) . 2,000 LBS. CfiNil'lll'lcli '1'1111!!111!1',C.'l'!' -o,,,;t,e,1 (cco4 ze, ftW·"'",1) i,90 8~. ' REMOVE AND RESET STEEL. BR I ()GE RAIL I NG 226 L .F • ,t •r I NAL QUANT IT I ES /?ocrdwa'-:f ' I ,' -2.b'% · SECTION A-A TYPICAL SECTION · s · · I · · t-1," '10" ca e: 74=.1- 7 f I. I INDEX TO PLANS SHEET NO. TITLE \ \ \ 'i 1. GENERAL PLAN ' 1\ \ 2. DETAILS za+ras.'To t:lo:t. 11 PAf., :!308r!/4,t59 f?tJ, r: "En''• ""307r 75.oo · P.o.c. '"83 A. '\ \-;:.\ ). RAILING DETAILS ·. \i \ \~ ·, -~ ... of f'ill .... . . ' . ,, \ I \ ' . . \, ~ . • • (,\J . ' ,.,.,-,,,,,...-i=---=-----~'<,'.:'.:::::'.".=:'. =~""' ----777/!Ti/7i/J,77!///;~11"11' _ __, El. 80.68 ·---~ID 1 ~ "'"e.iheh•Aspha Co"c:re+.e (cco•~ REv '.'5i t:f!1s._1_.A: "7/ ___ ::. 28 :~::----_._,""-==---------..;'h .-,=-,-2;:;:7::. . ...-. ·-__ .s_·· .5.1.•3.6'04".E. .,--o- -·-----·----·--- . · 76 Carlsbad- ~ .~ ~ ____________ • . ., :--'""r-______ /I J;'l!~lil!J/ l.iL' _ 7;:,,:--:_-:_-:_-,-.-_ ::::::::,·----------,"a;'.:.:;------ ---_,,_,_, =~= . ' "" '" '- ~ ' ...... .. '"' ~-"' . . \ .... ' .. . ' . . • '' ' . . . ' . . di. ~~ . _,,, • 1 .... , ' Q) "==="'°"'-W, ~= --"i \ ---\ --\---·-·~•"~--"'7c--""'To=-p-o-f.,,-,F.'"1'/"I ·--:"'"9.--~--- "'> .~ • ' . . . ' ' ' -C:::: Toe of fi/ I CONTR,\CT ls.lO. · I t-02, 2<1,4 •, ., ·'--,, DA TE I O -I~ . I ' ,, • CALIF. SHEET OF ' ,,,--~,_-,.-::T: .,........,,1 . --·.~.- TOTAL , · eHEET& I l -1 I PLAN \ I -r.., ,--4 If I . Scole:/=20 FOR GENERAL NOTES SEE ' I i . I I I . I 1, , '. I , ' · i' I I 1! 1 I . , 1 1 11 I 1 ·:, I ; ' I I I I . I ' ' . . , I ' . ' ' I : ' . I '. I ' I 'I . 'I . . ,. I . I ! . I ' I I . ' I I , 1i . I , . " . ' . ' ·· Defo,ls ' ..... ' I I I I ' I I I I 11 I, I,, 1· :, ' i I 1 , ;1 ' I ' ',, I • ' BRIDGE DEPARTMENT , · · DESIGN SECTION Section Supervisor Q. ,1, ~-•---· _____ _ Project Designer .~M...-...~e,?)::y, DESIGN DETAILS LAYOUT ., QUANTITIES ., SPECIFICATIONS BJ • I z "If, .,__ '"'"' Pillnll and SJi•. Comi,ared Approval Recommended hY-·-·-···········-··· ............ ~ .. -............. -·-·-··--··----· o,.ig~ e .. s;,,~,, WO 022471 CU I I 203 Disregard prints bearing earlier revision dalt8$ I I · ,I I ,. .... -·-·--,----· ,, ·-·------·---··· -.... . 1 I I ' I I . ' I ' ii' I ' ' ' ' '' ,1 I , j I I , I ' ' . . I I I I I ' ' I . I ' ' , .. DEC REVISION .. , . LAS ENCINAS OVERCROSSING LOCATED 2.2 Mll,.tS SOUTH OF CARLSBAD ' IN SAN DIEGO COUNTY ' ., --.., --- ' GENERAL PLAN SCALE As Noted BRIDGE &1=ea1 FILE DRAWING 5728/-/ ' I ' I ) ... --·--·-· , I I , I ·1 I I . I I. , I I ' I ' ' ' ' ' () 0 Pl.AN //~ //,, ij~j . D / // I" / ,,,, A / // / / 'w,,.o ✓·f.. ,F!//en ; / /,:x,, / / >- // ' / // > / ,, ___ ..,. // / I-----· t="-------------------/ / / / G><ist-iny-~ crbut. and ,_-" wlngwt5JII ,,..l W/11qwall L ayou.f Line #4@18n ~------ Varies I rTo+. S-114 . 1----f7..,...j #6xf?-() Dowels I I @3'-0"crr.s, I I groufecl /n I I 2. "¢ dr'/lled I I holes. : l....., I (_£ . . C I I x1st1ng 011crete J.-\-1. _ wln:;woll SECTION A-A ----~·----- I I Class 'A" ABUTMENT I I I , : I ,,ii ! 11 ' I ' ' ! ! ,. . · L/ghf weight eoncrete ELEVATION I. I I I I I I ! I 'I I --_ _/ / / / / / / / / / / / / / / / / I I I I I I I I SECTION -------- D-D -- I I ---r ---_l -·-------_J_ 7 I I I ----~--------------J . I ' -.----1 I I I I •!' 11" I I I I I 6 '-1" /' 6 '-/" 1-f--- r- 1 l I I I I I I ~-~------, L_-r--------' I SECTION I' P.-C, Varies I £x/stlng 1 hri"dJe ~I I Epoxv gr-our I I L __ ...,... . ,.-L;. -- 2'....10" c-c 3 4 '-/ I" .Roadway· DIST, / I DESIGN: COUNTY S. D. ROUTE POST MILES-TOTAL PROJECT S~EET •• S~f>_.T!:S 5 CR .4,c.,.4/41~~ 8'!:i (01 //-~ e~~- aifDG,E l!NdilNEH REGISTERED CIVIL ENlillNEER NO. 118' .... APPROVEo, __ ..,\~u ~I \J'l--'--1-"'9+..wl 9>£.0"'"-"~'---1 GENERAL NOTES A,A.S.H.O. DATED 1961 WITH REVISIONS AND AS SUPPLEMENTED BY BRIDGE PLANNING AND DES I GN MANUAL . LIVE LOADING: H20-S16-~~ AND ALTERNATIVE RE I NfORCEO CONCRETE, FS :::: 20,000 P .S. I., N :::: 10 FC :: 1,200 P.S. I. ______ , __ ----------- · _R'i~h+: e 1se·· ciF, rood ,: ;1:: •• .::· _ ·· superelevo+-ion · "· N .:.-~PA" bi ne ':'.:r . ';" •t:,; 't .~ ""'t----.....-..,.::!.:..', ----~ " L, e f + ed"'g-e·, ::oF rf:iiiiff '• i;;;,.:t. :Slipereleva-t-l<'on NOTE: . ' THE CONTRACTOR SHALL. VERIF'i' ALL DEPE!IDEN7 DI!lENS IONS IN THE F!ELD BEFORE O!'lDERING OR FABRICATING ANY MATERIAL, AS BUILT CORRECTIONS BY F', M. Hta-lo Q/Ds.) b,.... CONTRACT NO. ii-oi.-z474 DATE io '" .1,~ ' 1! ,I I I T, - I I ' 11 --- s:ECTION 8-B GRID GRADES (NEW ',CONST) lb t') --.-----··-~ ~ " _,_ __ ';'J;' -· _ ~ ___ _f_ __ -~--+-3.;00'Y. I --....: ~ ' SUPERELEVATION QlAGRAM. Vert: Sco/e; !"= s.& % BRIDGE DEPARTMENT DESIGN SECTION Section 411. ... _Q. __ Supervisor Q_f,_,..i~ DESIGN Bf DETAILS I I i , 'I I !! I . I ' . I I ' I , r i I I I I ! I I I' 9 -1-,1-' ·, (NEW CONST) .• I STAT&: OF CAl,.,IFORNJA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS POST / DRAWING MILE454 "47.7 NO. 5728/-2 , I ! ' I I I -8 $MEET o, J ,, i I I I I ', I l \ 6' • • fG,,PI Sleeve LJ l,p; Benf 16 . ii" Pl henf lo fif r-- ,ns1de channel. Z '<Jrovf 0 \j Peo grov~I "nd : , melleo' sv/phvr. .,_o . I I • LI-'-.,,.. . "· ~ .f, . ' -I I ' ' "'I ' I ' ' I I I ' ' -, I I SECTION .~Q)Q) i ' ! . I I 1'?'-4' i:-End Po:,f J. Grind edge:s fJ j w R, Lev I 4" 5• I ' ' I ' 4'' ' ' I I I ' ' I • lflF-'-,=,-!,,f==~-=-=!-~:l,,,-~-~-~-e!:L-,,/-,~-~=-=-¾ k-"-~----=~J,-1==--=is:!=- ' " END POST I ' ' '. I ___ \, .,-,t.-., jf> ,-. 11 I ,• • i 1! "11:,oenf fo fir~__,, inside channel l. J /0 ' '' • ; \ \ . I .. j I '. •' -------------" -- ' ' .. • I . ' ,-.,,, ,:,,·1,~) ~· ... \~ ,,,_,. .... ' ·" ' ,.: _,, .. •-.a·' ' . , l w...· , ____ . -------- '.'.: .. · I ·: ,,, · .. ~-. ' . . ':'-- -· ~-:.•_:'; . ·•.' ~>ll •. i't:· -- ' .;,:• <'. •l " _, -'--~' '!, }((.i:;:_ ; )·.:·. . --' - \·\ .-: .; t~•::.,.-; f_..it, '' _,·1 '" .,.,. ~ ··:, : i,-·,.. (/ \ _•,.'' : / ~ Abvt. I Cd~t--In· Ori lled-Hol~ Concrete Pll.::e · (45 iorY Beori.r'ig) -i - -Speclf!e:d Tip E\E..V. +?>0,50 A"e""'3e. -r,·e s lev. Ab'-'t.l +2.9.9 Be."t 2 -i,29.0 ee.-,t 3 + 3o. o Abvt.4 + ~o./ 1/1 0 Iii r-+ "' /01-C A rop of =---• • ,01 n'f' Sr. N Ond y Cl. eq, ... , .J .. II • PA Line Pe._,..._mo.ne.ri-1: _ Elev. Pts (+) I ,I li 1!, • • L' 31;:,+Q7, e~ P.QC. PA ,r,e • <!.lee>+ 84-.40 F.O.T. ~ Tro,;:J<., ---/ / / PROFILE GRADE "Fbiht o'T minimum verticcl olecronce " " I I I I I I --~------•==========;.,-====~===--=====-~~=-~===~-,.=---_-____ ~----------,_-"7''.'";t- / / / 37 . ' . PA Linc R • 11'00' t::,. • ~•13• !:>ID" T • e,~.175' L. • 107~.03' 1!.. e,, Approx. Origlr,al Grounq t7' Right of "PA' Line APPROXIMATE QUANTITIES *STRUCTURE EXCAVATION (BRIDGE) *STRUCTURE BACKFILL (BRIDGE) 16• C,1.0.H. CONCRETE PILING *CLASS "A• CONCRETE (BRIDGE) 1 *BAR REINFDRClflG STEEL (BRIDGE) 164 BARRIER RAILING (TYPE 2) *FINAL QUANTITIES -------- :Y . ' ~ ,, Paint en No. o7C·l7G. and Yec.r. ,op or -Fill "Top o-f f\ I I • IJ. Ill \ Fdt.ltOAI::,, ST~TJ ~110.1. N♦, rue;~ IH-CIIY.Nlit-.... No. • 7 <.ALIF . C1ff. COUNT't' ~OUT'J XI so 5 4' 3 ~o -, ' ·-----, __ ' -• ~•-a• 2a'-o' -' ' . ?J'·o• ,--• 1-1-"~. _., --~--~ -. r1 290 C.Y. 150 c,v. .oso L,f, 645 C.Y. .ooo LBS, 510 L.F'. 141-0• -- - ----· 30°~ .~ • JO ,J , -, TYPICAL --Scd\e.1 • I /;., ,:· "' I I 1c- ' ---~- I AS BUILT CORRECTIONS BY J.,p,,. f,/44 (eoR) CONTRi,CT NO. 11-022474 DATI; 1-26~66 - _-l4'·o• --Typ . ,.. c>.· -Rql <'> ' Q i" f/. '--........ ~ <o . <c ~-0';,. "T l : J ' ' , " • \ -. - SECTION 111 ~ 4•-0• , -,.'>, . '-. j ' ' ! IF,: ,_,. ,, ·, ! ! ,:; , ' ' 1, -,_'·, ' ~ -.... . .r' Top -. c;\ f' iJ ,,.;': j' ~> ;.,~ ~· ll«>EX TO PLANS Sl£ET NO. TITLE J 1, GE t,[ R,t.L PLAN • 2, GR I D GR,t.O[ S I ' ), FOUNOAT I ON PLAN ' 4. ABUTKNTS & BENTS· S, TYPICAL SECTION ANO GI ROER LAYOVT 6. GI ROER RE I "1' ORCCK NT 7, BOX GIRDER DETAILS NO, 1 LN Is<;. IN &'s s. BARRIER RAILING S1£ET NO, 1 9. BARRIER RAILl!«I S1£ET NO, 2 l f{//~{N6..'J. 10, LOG. OF TEST_ BORINGS ' _-- . / -~--~,- } t· '•' ,;·. -~} _,; : !,': . r·' ,_ CJ I z G) z C ffi PLAN Cleo once FOR Gf.N~t.. LIV!: LOMIN<l • • NOT!.:3 ~e ORI D GAAOE 5 H2O -:,1..s-44 ANO ,\1.Tf:R.NATIV!. BRIDGE D&PARTMENT • • • DESIGN SECTION Proje<t O..ign"' m~~ ... (l.f. ~~ • , . , -. . ' 9 STAT.I 0, CAUFORHIA DEPARTMEN'J OF PUBU~ WORKt ' ~ I - _____________ 0_1v_1s_10-'11 ___ 0,---H._1G_il_w_AY_l _____ _;_ __ ......;._;_..;;..;_-11 • CI•-~ O '.J PALOMAR AIRPORT ROAD -OVERHEAb' t', 15 _Q f ~7~ ""''" 'LOCATED IN r~ e1TY rs c_,4A1-sBAD IN SAN D1cGo COUNTY _ _,: • :l I L . DESIGN 0ETAILW QUANTITl~I Ir rJ~ :~ GENERAL, PL.AN -,,~•;; .}, ; ~ r: - -;:~:pro:Ec::,:;-;•~::c::T:::.:;::~..,~-:a~1~~~~-:':5:;:.'.~~'.4 ... ~-~~=?i=-:,:r;.,,.;-71 ~Lt ~s NOTED BR10Gt bic~11a F1L1 DRAwiNG• 57(/7~:,...l ,y,.r,. '~f{ ;i.---_. -_ t. -. ,, .. ...,_ .,_ ...... ---. -. .,_ . ,{,f:_'.i; , • .-i I ½ ~-I Oiorega,d prinl> bea,ing earttor dot•• --1 PREL DRAWING N~ P• -•, P&tzg§J_,_ ,-. • __ ,-L I t\:l:'.tJ', { -<~•::'.t;0 P ' -·~ ~~------~ ------· -< ____,___._ .;..J;.:.,mr--..:t,;;; ' I •• ·• 'f>.".y - ' . --~. ·. ,· ,, -~ r-,, • t:." ,., - ··'. 'I . ·: ., j .. ' •, • e1ao 1-e4. o P.o:r. ~ rn-7Ck. GRID GRADES .:::,ca/e: 1••eo' WO • ' ., ,_ -. -' ,.\ < ::. 'ii.~-.}->~ .. ;.;:,, - DIST. COUNTY ROUTI II SD 5 .· .Jul¥.L9,l.9~.si > . . ' . ' ' "' '. GENERAL NOTES DESIGN, A.A.S.H,0. DATED 1~61 WITH REVISIONS At«>,'$ SUPPLEJ,ICIIITtQ.' . . .. : ·;::; ,-'. BY BR I OGt: PLANN I N(I ANO DES I GN ~NVAL , · . · ; ' LIVE LOAOING1 H20-St6-4~ AND ALTERNATIVE REiNf0AC[0 CONCRETE I fS :1 20•000 P.S.t., Na 10 re a 1.200 ,.s.1. AS BUllT· CORRECTION$ BY .· 9 .. 01. ,k/.u.k. (8 P ~ CONTR.~CT NO. 11-022474 DATE 4-26-66 · NO CHANGES . .,. ' ' '' '' -I ', ,.-.' I ' ' ... >·\ · . . :.\ ( . ' . ( _,, ,:;..~ ·< ) ~ r:J I z G) z C ~ co 'B r:J I z G) z C ~ co m lJ ~~:,,., ____ (LL~----• .. · ·· .. ·... . ·f .... • ·. t\'.,) ]I :,;;;::--~ ----PALOMAR AIRPORT ROAD OVERH&:f\p,. i :;,J,~i,\' . .L-; 0EllG,. _1>_u_ .. _, ... _--t-_ .. _.,.o_'l-,,,1!_~ .... ~r-"-y-· _s_~_~-'4,_·, --------------~-'----'--...-.---~'"'7'--~-1.:!l~I ·•~ ''> . OUA .. TITIES :-.. l'l-f;tf . ~RIDGI 57C -176 ~ R I D ~~w! D E ~ ' . jr ~ ;~1,:1 i ltb~) : . . " .. / ;:,, __ .>-,... ...·.t· ,, .. H0 •• .,. .... 1111· ... --.•MiiiilLll! ....... llll!lllll!'lliiHO~;-· ... s.1c ... 11-_Q_-_z .............. "-''•0····· .rit! f >)),__· ~ · RIVISIOI bATa <PRIUNINAltl STAG& Oltl.YI ,; , ·•i{'j . :..J Dlsr"ll~d P!"'" btar"'I •~rflor rovW1>1!_ do1-. ~ -, • • · -· · · ' ·,',it! ~ -te~' t'·,t'.-:·Lt~ c.. t;f . ~;;,;-_, .' • ' r I '.·-j' ' . . ; ,1· . I ~-• .:"'•" </ ·.:,, - ·_'.rt/_·::~· -_f::.;., / ·: -'. t<', .,;·.· -' "' .. ,,.,,_ -._ ' ·- ' lj:/ :if,zeo.•.· .. · ... L. l --; ' ' ., .... ,· - .• . ... -··. Sta. SI+ 76.05 8.C "PA" '-' N 31-.9, 709.129 '-c 670, 44 .7Ts '-, \ \ \ '5 s,o 36' 0 • 1-£ . SECTIO.N A·A • ~<:.AST ::-·J~ -D.RlLLED .. : HOLE ' ' ,. pp#f! + 4-8.4- + 49.3 + 486 Cvt-off line Note F The 'G bors sho I I e.1< tend " minimum of IZ ·o• below the. low&st of the followiriq: I. eottom of f'ootinq. 2. Tc.p c.f fir')(:ll ~round :!II.Jr fa.::• . 3. Top of oriqir,ol Glround SVl' foCGP whc:;n holes of"e dii lled throvs~ fi 11. + 49./ + 49.4- + 49.0 + Sc,,,o , Wczfer l-fy.:ira nf.', .. ( .3 6 + 07-5~ Po C "PA " Lt ne = 2/80 -+84-.40 POT£ RQi/s + 5/.3 Tr'#6 ' ' ' ' '-'-'-'- Drawn /3y: R. A. Peferso/7 Date: S-/3-(f;,4 Oofe; 3 • / 3 • G 4-Ctiecked 8_y:£.R8a11Ksfo11 CURVE DArA R"' I 100' L\=-36'!3156/1 T=556.!75 L= /075. 03 f- 52. 3 + S1.7 + s2..2 7tJ, 'f BRIDGE DEPARTMENT DESIGN SECTION Se<flon Super,,isor DESIGN PETAIUI O..t,13~ ., O'LEARY """"» 111 FED, ROAD STAT~ P. A. P!llOJIECT No. Dl'l,HO, 7 CALIF. D1•1'. COUNTY ROUTI 8.IQTICllil II Sta. -12 + 53.08 EC "PA 11 N 34-.9, 342.641- £ 6 71, 4-35. .2 9 . ,, so' oo'' t $ 81 AS BUllT SHu;T NO. ··-N CORRECTIONS BY .. ;{ m-/;kJe, (so~ CONTRACT NO ... II-pz2474_ · - DATE_ 4-26-6§.< · ' N9:>ttANGES. TOTAi; 8H£D TQTAI. a-.11:cTtl . i· '. ' BENCH MARk§ . BM.ti As L.e.o c. . . £'/ev. 8{82 . A e I' tra I S 11r vey MO// v me ,'If o rJ ;·: s: If,,'.· end of' La~ GncJna.s . 0. C. !t\ 8M# t3M k I.JI EI• 11 -I~ :i,l/5 _ U.8.C.f G.S . .a/11. L"cated 1$0 /'~er-q-{J.: of" Ry Mile ,Po~f !Vo. R.J2 . Abul-,.,.-,eril~ ? Berd-, ore p,.;,Y.?llel. : .. •··: ' --,.;: C ;;:•; . ,. STATI OF CALIFORNIA PEPARTIIENT OI' l'UBU!= WORKS DIVISIO" Of HIGJ{WAYS FOUN.IDATf01\11 T P L)A N ~ ' ~ l I . ,:· ':-. < .. , / ._. . ;n · .. ,, ' ;" -··. ~-:' .P' ·. '.;:,'{ l-~='"_"'•Le:•M::.:,H,:,,AR,,_,_,,_0•"'A"'w"''"''"'N="':..· -ho;:r--:i:;~-:,l,"~7.:"':;r--RtE"'v..,,s"',o't,."'o""""'TE'l•r:--r..,...F-:-:::--r:--:-:;1~(},j '.,,_.., ,>'~· ,-. -------._ !j 'J ~ . .lJ I 8 r;i: J ~ . ,? ~ ! ;:;; 'j) i . 7 i ~ c ? .:,, ,, Ill ~ m JJ i!I i ,, i 0 I z G) z ~ C ~ Ill m JJ ! I I ----/ ~ I ' I !·. •.: ; 1; --~ • ;-,,, 1.' ,' ·_ '~'\J ~ ' ;..--------·--·-------- 4-"/I' B.B. or l!:.B. - ecz/-o· u PLAN_ tf"'=F,'r,lshe c.:I Grovn•J '--------./ ELEVATION ,5 Cale; ~ H • ,·-o• PLAN l Seo le: 5 rt, Abul: . SECTION A-A D1$T. COU)ITY ROUTI l'OST 111.~TQTAL PIOJEC1' '!!.¥-' -~g··-~ NOTE, ALL BARS NO, 11 EXCEPT AS NOTCI), Il so 5 R4f4,4 / 47,d IOI 1()7 c::: 15 C(JJ '3firrvp Sp:K:1i,g I ELEVATION 8-8 ti "" "'·'"'x 171·0" 7@9 l.r. <-.., cft=.:j==f==f==-t==f=\-__ =~--_=_~_ ~=-_.j. ~rt_=r=r~-~---.:::;c_,;:;•--·,c;;·";;_-cc.J ,· ... e.-14 \.. E LE VAT ION C-C I 1 ~ ~----1 47°13' !54" 44' 18' ~,· NUMBERS AT ENOS OF BARS INOltAT[ LENGTH IN f'EET FRON t BETWEEN COLI.MNS FOR BOTTON RE I ~ORC[MENT ANO l COLUMN f'OR TOP RE I NFORCEKNT, 0C DENOTES BUNOLED BARS. PLAN # I Cant. '<t. £:x.f. c.ol. Ba, t ,ve e ,, Co 11.1 ,n n £tJ , -t. E)(.f c.a/. 9 7 I/ 7 7 d ,2 12 7 II 9 •••• '''""''"'''----"'e,/,c..wu'-'-!.'Y'y--"'t.J..,_,_, _,_l9~'2-![-..·_ .., IJ , ~i 1-------+-----...;...--'---;--------,.,. • • C,.u---15, fof. 4 SECTION 0-0 ~T-f'C-'-P BOTTO Nole: Rc:infor-c~n-,enl-i:J ::,yrnmefr-/cal obovr ~ 8'2 tween Column 5. CAP REINFORCEMENT )/ !3ca/e I None 7 1 ELEVATION L---· l f] I I i , , £/e.v. 44.0 _:::::.,:::=_.;.._.cc......._ 3!5+83.60 Ber,+ 2 .%•70-30 8enl-3 FOOTING PLAN P£S,IGN ,5c o / e: ,~"•J'-0" D~AIU ... ...... QUANTITIES ■• SECTION ACUTE OBTUSE ABUTMENT CORNER DElAIL " ' J u l • ·' . i',.• . ', I • ,: 1< i '' ,.:, .. ~ , ' . ,t. . i It',_-'· . I ,;, .• ,, ' t4'•o• 71jpe e Barri~r Roiling{ 1---->, ~ ! -Pt j /◄-, ,,~ ,,, <l> !:SYe· Sfusg~r--fhu_:, __ ---------- ~ ~ ,1buf. I . t'rnin ~ ,~ ,rk'!!'3 G' F/, lf'e 1!5-+---GI/ -• ~ .. .rLJh..ri:31 / -115--1,-<J,·I I sf; --.___ ,•F-11 f '\I I ":1 J --118 Cont fof 'i? ' " I -"I I (3: $ ' -1 \ 8" ~~--'~ ,~onf, I-of. 4 j 1 #4r,@ 14 ::;_~fug'.)or fl IL'::3 b:i ?j TYPICAL SECTION :: TyF" e fu,ri~ Rudir~ ,,, ~ ~,:t l SECTION A-A GIRDER LAYOUT Bca/o: ~~ Benf e - ' --I i -, ---~ I t ro'' ao,e --~•-------- ,, @/8 /7K1.X, ,,,.,, ~J~r .J~.,o .. ,, l ·---______ @18' -r- ·i 0 " -(fl -·t 0 q "' -"' 0 0 iif :§. t ~ :::,c Abvt. f e • .-,i-. i. ecr\t 3 I • ) CAMBER DIAGRAM I ~CCI le.·. Non«s ---~---·~-. -------· ------- ·iL -'II 0 Cc,n-,ber Linc A-oftlcz L' r><i!I ~ ;l Abut.4 LONGITUDINAL SE.CT ION .'.3 <.:: Cl J ·~ : I"= /0' CAMBCR DI AGRAM fOR TOTAL G IROER 0Efl£CT I ON Dl.t TO DEAD L OAOS Tl-€ TOTAL DtfLECTION WILL 9E REACHED ABOUT i. YEAAS AFTER fALSCWORK REMOVAL ,j FOR VALl£8 AT TI to€ OF f'ALSEWORIC REMCNAL O IV IDE THOSC SHO.tN ilYt_~• Tl£ AMOUNT OF CAMBER f'OR CONSTRUCTION WILL BE OETERMl1'€0 BY THE Ef"" I !<ER. ' ' ' WO BRIDGE DEPARTMENT DESIGN SECTION Section l1f 11\ •• 11.~ SU~cvb.or ~---T-•-~ ...... _ I}~ OEISIGN O~TAIU ....... 21 ., (j """" QUANTITIES If """" 9 9·64 DIST. COUNTY ftOUTI P,0$T Nll.U--TOTAL PROJtc;T •!t~•' Je_U!_ II so ,; R4~.4/47-3 /OZ. 1()7 l,S BUILT CORRECTIONS BY :/.Im. ~ (Bo '9 . (()NTRACT NO. 11-022474 DATE 4-26-66 aTATS OP CALIP'ORN.IA HIGHWAY TRANSPORTATION AGENCY DUA"-TME;NT o, ru1tt.1c woRK• 01Vl81ON o, HIGHW.a.VS PALOf\.1AR AIRPORT ROAD OVERHEAO F"z.S'S'> f'(PICAL SECTION & GIRDER LAYOUT PO!iT MILi DRAWIN8 HO, $7Cli'~~ 5 . SHf;ff. · Oil ,i 5 , '·. 16 Dlwegord prlnb bearlna 1tOrllor rovltlon dot11 __ _. 0 I z G1 z C ~ m JJ ' ' ' ~ " I;. ' -, ... _ II• 1 /:/-Q'\--,-1, . ; !_>t:.~.· ., ! '!( ]f J -' _g, . ' ./ " '· .. L- 14 IQ 19 ' 19 19 .'Q 1-1- •. 7 ' If•)' .~<.:v d, . ·),; ~ " ') bi.:.,1lv..--:c1; rir,..fr:.:r•.:; ,~ -~ .:..~- 113 E~ TOP . ... ---,----------. - ..30 !:l BOTTOM .. . - NOTE I ALL BARS NO. 11 EXCEPT AS NOT[•O. NUMB(RS AT ENOS Cl BARS U,IJICATE LENGTH IN fEET FROM l SPAN FOR BOTTOM RE I NFORCEMENT ANO l BE:NT FOR TOP RE I NfORCEME NT. #4 II I ! C.a ,-f: 30 WO ' 19 !J 7 13 ERIDGE P£PA~T~(NT 9 DESIGN SECTION S,e.;.tion $u~iior OE51GN DIETA.IUI ., O'LEARY 8-64 ------+-"'""-" 1-J (;I~ QUANTl'l"lf:S It -;r•·•-1.1· .' -+·--,-,_ _" ;;.· 4---_----+--~-. . ~. --, _ .. 1:1 W'I---,--_,,;----·-. -- DIST_ COUNTY frOUfE POST IIUL.£S----TOTAL PROJECT S~.nT f<ITU II '--50 .5 R4r..-4 /-47 . .3 /():3 /07 .. --·. DAU AP!"ROY•O AS BUILT -~. H4~fof. 4 pe,~ boy NO CHANGES NO SCALE STATE OF (:AUf'ORNtA. HIGHWAY 'rRANSPORTATION AGENCY DEf>ARTMEHT OF PUBLIC WORKS ---~----------.!:!gJ~SION OF HJG)'f.W1'.YS PALOMAR AIRPORT ROAD OVER HEAD GIRDER e~•PGE ,.0 _ 5 7C -176 POsT MILE REINFORCEMENT DRAWING NO. 57({1G-{;, NEVISION DATU <Pfl[l.lliflNARI' STl,.GE OMl.T) 10 Dl5r&9ard prinh. bearing, eorlior revision dat. ~?\'.;·~. j~ f(Jt !_'_ ..;;, ' • : ' ., • ''•-,< ·, 't <;_:,' .,:-,. , :.'i" ~.$.';_ ,, " <o • ~ #9 cont. See Oet. J· 20 ~ ~ . l ;, .::: 'J i1 ) JJ 0 I z G) z C ~ UJ 111 1J -.1 , I ~-~~T · ~t;-t-,•.:..:.;. ~;:t\ _;_~ ~ '.'.,: 11-··· • + ' L ~ ._ . ' ! ' r , ,_ ' ' " :-• . . ' ~· ' . ' I .. ' I ' ! i . ' · . '~:;----~-l8J.I_ '. I<. I 'f--~ . · //SC IGS1. 8.41 !.P"d-;II 412 ' 1 : :---.. --, l ,·-:-~ · : f I . . l · ' I ' --+-~---,L-------... _ .. _ -. I , I . . ' ' ' h<l,~ ' I ! -i • ' ' ' ': i ' ' ' · l' ' ~ ... ,._:.~ ... ~ .. __ ·--,--------- ' . ' . ' ' l . i I • . I I L ,. ! ' . I ! i I r I .. • • .. EJ~v..,47. ~,zt 60: £If, a~ f<!l mt¼t ; ' ' i I I . I .. t . , . ' • . c 8·/ f ' ' No, of Piles in Footing of -"--g"--- Aotual Length of Piles: -t -• i I 8 Avg, 4-LS Max. ; 4-2..S Pile Tip Elevatiort: ' Min, _ _,4-0'-"-',-""'-~ Avg, 2 9. 9 Max, · 30.5 Specified Pila Tip Elav, Min, _,:.2 .,_9,.,. oc___ 30,5. L No, of ·Pilas: in Footing of _ _,_/~6c.·· __ Actual Langth of Piles1 Avg. , 5, ~ Max, 15.9 Pile Tip Elevation: Avg, 29,o Max, 29.6, Specified Pila Tip Ela?. ' . . ' , --. Min. _,1..Jf"-._.&,.___ Min, ---'·i=S•:.,3:......._ ;3D. 5 ;j.lJ,., .• :1.t.l ... 4,t: f .JJJ'-4-ij¼LiJ f.:',, • :p """I t "t I : , iiL$4.llfJfl.4.l>Pidtt.i ;a.zw ~-J::!5 Soff, :,r01,1---, ~4'7<>',11', ~"V"l<, s,if · ~,:.:.,_...a , r •.. Den~• t-, ""'JI o'.,~$•, ~sly ...,.,~,... 6,,...,,., I',;,. lo ,.,~,.;,,. <:feonl.:?'..L:c:.J Sol'1d ~ . Yrtr) rlr,ir•, en,,.,,. fo ~I' ~,,.,.,,. C.:JQrs, ~ ve,y ca:1rs• "-"="'1' """'" had ,,.;,,,. SX'ilf'krea' .,,-,,,i>cl V•r) ll'=s,:: 1,,,., N 1,91,f' .l!in,; ~ /41 ,-,r,:,,,,, .,i1,y,, t,jn/1/ cen~~fe:d ~ad 1 .. , . LE~END OP' EARTH MATllllALS ill GstAVl!'.L. WI $,&.ND $ANDY 5tL11 OR 81LTV .SAND/ I -I +· I fill ~ ~ ml ~IL'TV CLAV btl, C~AV&V S11.T, Pt:A'T ""YoR ORGANIC MATTER F!LL MATERIAL l<iNEOU.S ROCK ' t.,1ETAMORPMI~ ROCK I eoo L 0PEM«T~TlA • 2-'4 • Co~• ll&NnAO~T&R [ID SAMPLER: &JRING (DR\') 8 ROTARY. BORltfli (w,tT) E•ul A UGEA ~RING (ORV) 'ill l•I J I i:iJ IT &Oft.ING ~ . l CORI BOltlNG ' ' r+-, , L .. _J TeaT P,,. ' -.. r . ' E 0 E N D Top Hole El.; , 36 0 F " . PA LIN 7 " 78' • G 8·5 J7 8!::'NT ,'r 3 . No. of Piles in Footing of __ --~:~,6~·-- Actual Length of Piles: Avg, 14-.i. Max, /§,I Pila Tip Elevation: : Avg, 3c. o Max. 36. 5 Specified Pile Tip Elev, L ! • Min, )3. 7 0 • R T I O N .S Oe.!,cript,on or m-'fcu;-t";a/ ,-,,f w"'ii}l',f(#/cu f'~ 04 Mai.slurs onsolidah(y', res-,. DII f• rr,o.,,.sv,-t;: To C: ·I:! ... ' ... Hdfe El. ~ i....is-r.or, f'~ maier;~/ cJ,t;nge €.,fi~e<I-,,,,,kr,;,I ~ ' ' ' UncanFrnabk: m.a~'al ch;,ngd I 38 ' r i . I 1 ' t i I I , ' I • I ! I. I I I A6UT,-il>'.'.t [ ' No. of Piles in Foo,ing of' ___ : _J,.t_'_. __ -· ·. j -.. · · .. Actual Leµgth of Pi\es ;, . I Avg, 4,;.7 Max, 41. 3. Min, '. 4 o.o , Pile Tip Elevatiortl I I Ii .••• Avg, 3d.,: Max, 30." , Min.• .. a9. 6 Specified: Pile Tl.p ~lav. '3,,; s:I ' 1 • I. l-.. -~ . (_ ~-- 1 . ' I ' ., . 'L. ..,,_ -------AS-SUJb-------..r_......__._,. i-"-;': ___ 'f.l: , . .,.,., I I CORRECTIONS $Y F. 1,,. IJ~,:k ' . CONT~CT NO; U·"·!i'f.i r,1- .,A -·t·--· I ' . : NOTE ! · I ,,· !=lauh'lcatlon _.J !<!!!'-~J?I, ~• sh~n o_n.4!J ,i,~ .i!.ixi~ ~.n .. fi!ld·~~•~#~ :".: ne<t .to be COM!ru~ to imply mectanical analy,i~ · I l ' · ... ' 8TATI 0, (;. 1..1,0JINIA I ! DVAltTIIIN~/i f"i.Jl~i°': wQ111tc• . l . --~!v..!!!~"-~ t!~~:-~:.!-'. -~ -. l --J .. · l!AWIIIIII ~-r ; l .~. +·, ; 'I ·!'.f:::·: ~---r~ \ ? ~ 2 D 2 C -:: LU 111 JJ 0 ~ ~ 2 G1 2 C ~$ ~ rn JJ