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R_5290_S
~l'%}?:;~f;;~,:,,,= •••• :r,t.•r+:-/-~---:-~----·-:::------------~;-- .:}~r' ~ :·c ~ '1t •• t'"' ., ,, ·1 ·, ,:'<·,;~ .-----:-.))\·<-~.:-\·· ,i -~ ~·~: \) ;{;,_;{,,' 'jV .J 'l•' --~ ,'. ·, ~ ; ;; ,. .,.· \ r \ \ \ \ \ \ \ \ \ PAc // / Ervd, of Pr~ject SLa,Lton, Zi7 +2,5'.O0 / / 0 -·~~=-~ ·" •=·~-·-···-~--~--~.~~ ---~--~~~ -:.~~~,-~o~,~--; ""l Yl!.~~~~ ~~~·)i~:~~h 'i° ; .,,.,,. I ------ 1 1 I I. -' ' . 1 \ ,~,c I ' ·1 ·-, j \ j I '. ~-I -· l .. , I : I C N .... ~ a: □ ( ,, ~ ~ a: w DJ 2: D ::J 2 -~ C!) .... ~ -~ $~ c:t C'.\"' a: --□ \{) I ~ Cl-... (\) I,(\ I Q;;: ffi -i DJ 5 2 a ::J.,. 2 <;t:: C!) 2 !'5 :SQ. C: w [D 2: ::J 2 -~ ' ~ " ~ ~ en in ti a: :::, 1l 0 cc o@ a: a: a. D f2 <! en ., D en w z ,:; "' :;: ill . "' w a: a. w 0 a, I :, ~~ z~ • C. >- en "' ti ffi :J D 0 cc ~ ~ a. B u. <! 1/J ~ ill z ,:; "' :;: "' "' ui"' Q. cc ow I a, ~~ z Ii' • rt >-~ ffi :::, 0 0 a: o@ a: a: a. 0 u ~ en . ' • I I . j ' I· ,I·,; ,, . •, 't' .. ' I \ i N . I ; I , ! i ' I ' . / : . ---- .,., : \ ;, . r Or~iV';'~~;pt~~F~it~;~;'1 : I l)esig,1ed. --CDW, 1/s4 i 1 1 \ ... __ .. -----·--1---• 'I Tr:r~d RW J 1/54' ,___ ---·· ---1-• ChP1~!:ed E, PI 'is4 -! -· ---~)-~1-e0rv~sed Bv C IJ Wharton I .._,__ ·-·----·-····-·-·-· I ' ' ,. Oesigci Clossification: 3G00-70-M-G0 ___ ·;~, ~ ~ariable ·-·-<1t,Ex1shng '$, con~t~~~ti::On ,,_, 50, :EVJ.L.-7,5OO,0OO :----····----1 1 -">--j--<------------~,'-------·-----.-!---------······----- ' ' • I J C --- e • ' 1 i I ;; ' .. --'-----12.'~-·---c-· , ··-;--·----38'&Variable---------f-1---........... --___ 20, ____ c,:-·.-c"-'-'·..c.·..,._, ----38' ----·--...,... -12.'·---· • ,._ :nl a I -·--8'----,-1variable 1 -----2.0' -·--·--·--·---· ---r,Voriable ~ .,· ,. , ~ 0.33'Plant-Mixed Surfocin~---------+·',0 +-:::---'----·------.. , •1 1 5' ·!-O.G7'Untreated Rock Base/---------------t;..,-_-_-_:_-_-_:_-_-_-_-_-_-_-_-_-_-_--===-----------~-...... -~ ;; ' ! 4-i 0' +, .r: ' 011 -1 a'. ! 2 °/0 8-Variable ---_';_:· :c-7/L, ,f-1/,7,,;-;.,-,, Type A-2Curb -- Imported Subbase Material Station ~44+ 82.93 to, Station 158 +42.33 E.C. Bk.= i58+54.IO E.C.Ahd . :0 I ! m-•-'-----12----~"-1-l"""'----------s-o_'_~~~---3-8-,--_-_ -_ -:_ -_ -_ -_ -_-_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_-_· -.. -_""±-i-.. _--_ ~~~~~~~~~~~~~~=--~~--------~---_-_-_-___ 3_8_1_& ~~: :::r-ia_b_l_e_ ....... ·--· ····---··--··----+-· ·---·---·---I 2-,-__ -.-__ : f >i I-------0,33'Plant-Mix.ed Surfacing :JI ~-1o'&Variable --4 ExiSfing B' ----· 71 'o '31 ~-0.~7' Untreated Rock Base -..... :cl 1.% to 8 •/, Profile Grade ' .::.!,_,.__ !; ~·, --=.<•cc.,i.,c'l>C"-c-".--"-""b' Variable Existing Sidewalk I er' Type A-2 Curb-::--_:;,.~--]-~~~f,~·\;=c,-~"'j"~?'."~,,.~~/)~,s:;'·'-=:_l~'t~~9~~?'!1~~t:2A~1c:t..2°',llf:tX:.,f~J"',;-_'ej9f!:2,,.~1,..i1"-';f,,.~:I21"iJ,;:IJ°'r= =a --C( L , .. , _..,_ ~-j : -Ex.istin9 Curb Existing40'Portland Cement Concrete Pavement -: -1 Imported Subbase Material Station 158+42.33 E.C.81<..= t 58+ 54.10 E.C.Ahd. Station 173+75 to Station Existing 5G'Plant-Mixed Surfacin9 -· Station 191 + 94.17 Bk.= to I 92 + ~ 2.GG Ahd. to 172+00 Station f 95 tOO i-+-----------------------50' _________________ _...,_,_i-<---------'I'-----------50' & Variable --------------------·--_ :n _ 38' _______________ _...,_.,~-------------32 ' & Variable -------------~---i 2' ---~3 :.J),,....+---- 0 ~I I t,... 0 1 1 __________ ]__,· V"arioble r 1 .,;<---\O'&Variable .. ~ Ex.iSling r...c .... _-_-_-_-_-_-_~---0,33' Plant-Mixed Surfacing---------~-._ . 7 0.l?'Minumum Plant-Mixed Surfacing Q,G?" Untreated Rock Base -------+----Vario ble7 4-0 ..... .r: +-L Profile Grade I Profile Grade Ex.1stin_g S1pewolk .[2) ------~----__ n==========1ci 0) \'/•to8°/o cZ I •·,i:•. :;,A';;~ ,]:•c,.:•.£>'-,, ·,, • ,b_-,,7t,..•., ·' : Variable I Type A-cCurb 050' ---· Imported Sub base. Material lo+------~----------' 501 ----- Variable -l i----Existing 40' ortland Cement Concrete Pavement _________ ,...._, __ 8' : Ex;st1n9 5G'Plant-Mixed Surfacing----------+-----------! Station 172+00 Station \95+00 to Stat ion to Station 173+75 20 2 + 13.5 50' Existing Cur_b r,_1~--, 2• ------+------------38'-~~------------~---__..., ...... _____ _:__ ________ _ I j Existin l 2., @"/ 3 I ' 'ol 1:1 01 __ , ci Z 0 l0 & Variable Type A-2. Curb ....,_ __ 5'---+,__ ___ Variable r 0 33' Plant~Mix._ed Surfacing f------O.G7'Untreated R.ocl<. Base Prof lie Grode V . bl ....r--5 010 ar10 e Imported Su_bbase Materiol Station -Variable -7 10'-0' ~Vanablef------8' 1.0,33'Plont-M,xed .,I Surfoc,ng I• O G7'Un\i:-_eoted ""I '-1 . RocJ<. Base Profile Grade ' .. I •-----Existin_g40'Portland Cement Concrete Pavement---------...; T!:Jpe A-2 Curb Imported Subba::;e Matertol - Ex.ishng 56' Plant-tv1ixed Surfacing --------------'---+------, 202+i3.5 to Station ( \I\ I-0ra.60-Npt. Bch.) 216 + 25. t9 Bk.= • 216+ 6 \ .63 Ahd. to Station I 2i7+25.00 4-' 0 I 2 ~ 0: Cl C: w ID 2 ::J """'-- ( i i I I I. 0 0 0 () I I I I I ) ::r: <.JI ,:ll w Cl] .. ----"-·---~ ' t;;1\[ (0 ll Ii TY ~OUH SfC, 'illU:f jrn ,.,,,. r ';1!11'. Ora GO Npt.Bch 3 I i ---- -----x -----, -- 2 (!) 2 ! cc □ cc w CD ~ :J ----- j "I I I I I I J C) Dis! Eng. Dist.VII () I () I I a: w Ill 2 ::J 2 .r - ------ a: w Ill 2 ::J -:, g ii] z i~ "' -"' ~ ffi o ru I ,; ~ j:l z Ii' • rt >-U) ru ti ffi :::J □ o§ ow a: a: Q_ i 0 0 ··5;sign 'r1·;;;;-1,:~r:110;·;;1 P!;;n !Rlf' i i1,;;~,. j -·~------_______ : ________ -\---·--1 Con,,!n1cti,rn ¥P. if0-_, 1 -------------.----·-/---,, -~~~rrty ( T/%3J I I I ~_!!'!;! ? f'~/~l_ I --i-·---~ _129~~~---(~11~31 I Gl3des Y.T (%.,;I I k:O>i-;11 i I . . ~ '!)!fl ½¥ ! ' -----____ J ' Drairiage S1.i;1e,...,.,~··:CJ by I ! CD WI/ARTON I ;_~-====----===-.) ' IG7 IG8+10.!3tConst.= 10+00 <I; Heliotrope I I I I I ,, t I I C: w [I] 2: :::i 2 I I. 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COUHTY ROUH Vil Ora. 60 SEC. ~HErT TOT.l\l Ho. S!H'.flS Npt.Bch 9 ------ Di,t. Eng. Di1t.Vll • ' _,..,:._ ' ' ··---~:::--__ !:·.··.1 __ - -• l ' I i .! ·! i '· i· ' ' .. J -2 t!) 2 ~ a: □ ill~ z fi' • 11-. >-G ffi :;J 0 0"' o@ 0: 0: a. '-----~ i a: w en~ §1 2«---. ~ ·:. ~·~ c:(~ lsi r .1 - -~ -..:: v ~ ~ ffl z ;a; "' :e "' "' • <D il' ffi o ro I :, ill ::1 z fi' • 11-. >-~ ffi :;J 0 0 "' o@ 0: 0: a. ~ ~ .,_ _____ _.w r:c l.lJ III ~ :::J_ I f -_,..-----~ .----·---~----.. -----~ --l .------------------------------------------------,-----------------------------------------------------,----,----,---'-'----'-'-----,--'--,---r----,--:..., B.P.R. DIV. No. S!ATE F"E:OERAL PROJECT No, f'ISCAL YEAR SHEl;T No, TOTAL BHEE:TS I' ·,.,- ' . . .-,,, ., ' "' X X X ' -_,·· .. ' X Design Dept. !omni Dote Designed J..lvl, 11/s3 • M. 12/ ,, I j.J, l-'---------1----1--.....,!. E.R IZ/:53 ' I Traced ¢hi,cked Supervised Sy C.D.Whorton .. . X I 1 0") Li) ' I -+--.: I \S) '' I I , I i. ; ' [v: ! i i I i I i i '1' ' I . ' 11 ' ! i ! I ' ! i I , . \) ,j Q -ijl f, ____ t._ __ _ lo \J ho j- : i l I ' . ' y ' j . , ' c,)-Cl"!"'-r~·T,~•: ; .. --·-· ----•.-L I ' Po:-;t uf c/r<,1i7e. of 1r,.-;dr2.: F ittinqs sh,:il\ be sh::iped to fir 2. -z" pq std, dnd weld'"d '!7. place before 9olvan:i:1nq. All JOinte;_ sholl be sleeve Joints. Mqxir:num _si:;aciriq c,f"'posts to be. 8' c.to c. All v1s1bk-w,.~.lqc":d Jo1nfs -fo b•:\ smooth. ' , . ,,. .. , ,! ... ' Hoc v:er+, \ ' ' ' ' \ •, ' \ \ \ \ A,djus-f -/·l1e 51ve:n 1n.-/·erpo la fed Cot1:;+: on 4'' dram. cf -Fi/fer i l ' CALIF. ,11 + h m ct-1-e n <d ftOUTII: SECTION ' SHEET No, TOTA.I.. SHE'.l":T9 tnslRICT ENlilNt:llR Aflf'Rc\tf:D>--------------- "'~"""---•"'-"W~..-..--...:~--___ , JAN 1. 9 J9!ii! ~ ~-"----·-·--~ De:1-a, I Vertic:a.! Cons+-ruc·f-4-" drrr.;n iv., th 2, C, F. of 'f1/+er rni:tt @ /0' C~t,f'tl"S. -~ Re:t"crrnn,q ',,. ..., Seq le H Variable e h:.v«+ 101}:.-:: q s r 1e Id con~-li+. 1011.:; r,e7 u, re. Det<1i l of Re+·o.'1n1n3 5 c:i ! e G,rav1 t__:J t-i 0 vi/a I I ///. 00 $1 -/10, oo '- ' J .• . sc::n:: a .c. ruz:::;::: ;.nz:e::.J:JCf-UJlc:Jill!!I, cua:;pn;:.a.u.u:.: xs:....z....~..;-=...,,==-=-"-<=~="'""'"'="w=-:::w-""m~""'"""'=~=--~=-m~-=-"'-""".,.;=.,,,=--=---=--=-=-==•~•AAUWWW _______ ..,, ______ =.,.~ .• ' ' i i I . ,>'_ , ' . ..:: t') 2 i cc C cc w Cl :2E ::J .,., ,;;z z Ii: • it >-CJ) <D t, ili :;) □ 0 0: ofil cc 0: 0.. ~ <( co g ff] z ,:; ru ;:: l:l ui "' 0.. 0: D w I !1 ;;, ~ .I . i - D~sign Dept. Initial Designed fP Traced CP Checked Supervised by ' t 7 ' r,:,:;,o • r~.-·--·-·~--··-T'"·-__.-- 8 I i .\ ,I i I 10 /05 Joo 95 Dote 11;,~5 Jo,:_, ' 1-75,"'j ·-- ju O"r {3 I.II L.'i" : 1 n 11 <:> 11: P t.A-fJ 1 $ ll €: 0 ... 4_0 ~4 :-c; ' -------~·~--·---~· --.. ., ··--·--·,·-----·~-~-------•·--··--~-----.. -: PROF/Lt:5 H,")r1z. Verl I 6 I. STORM . . ' ' SCALE AS Diirr. CoU'NTY' _· ROU't?: -S%:'.t'TION Vil ORA 60 Npf. B. DETAILS SHOWN $~~7:. , ,TO.TAI., ·, i'i:!ii;.,,--nt.. , ( ' . , I I • l '' I l ' I . ' ~ (!) 2 ! cc □ / I ! - ~ .... cc"-/' ~~ 2! ::J • ~ 2 ~ -~ (!) 2 ~J cc II) Cl ~ I ~ ~ ~ I °'- cc w DJ 2! ::J 2 I z~ I • a. >- m '" t:; ffi ::J □ D <r ~ ~ 0. 8 !ii m T-\ ~ ·'-' . &, ~ .... ~ I i i I I • I .. X X X X Design Dept• Initial D0to Designed Traced Checked Supervised By X ~ I I =_-,-,-_-,c-=-=,.,._---,-,=~-------'~,I . ,• _, _, -, PLAN PROFILES 5cc, le: ;3cale: I' •50' Honz. Vert. f ", 50' I" = -5 • j . • -, - Qj " (J ;_~ --, ~--~-----------~':;-~---,-.----1 "1 ! tt) STORM DRAIN. SCALE AS D!IH, COUNTY ROUTE: \/11 ORA <o 0 Al"PROVl::O•----·-··· ·---~------- DETAILS SHOWN I (!) 2 ! [I □ ( ~ a: ' w-f CD " 2:Q :::::, 2-~ (!) ~ 2Q ! t \. a:.{;. □ V\ 0 a:-0 w5 CD o 2 '"> :::::,"-'. 2{ (!) '" 2\J.. ! o:":::1:::: □~ a: w CD 2 :::::, =~ . -~ ..:: ~ ~ ... ~ 12 • it >- "' m t;~ :J 0: 8@ \ a: a; n. X I ~ <( \ \ [/) \ ~\ I . \ ,' ~z:. X • X /CO 95 ~ w z ;'; "' "' "' 9(/ "' cc w m " " z E' it in cc :J 1J 0 0: D iiJ a: 0: n. 0 LI u. <( [/) X 80 Design Dept. lnit½:i;I Date Designed • Traced . Checked Supervised By X -- I ~, \ Con5f cert" :,g 1 v--/0,,: t, 0 '/ ✓ :In,,.._,+ f_-: --· 83,ir~-t-, Ck:rtet £1-0 8.'::~0 ::::·,;n.-:J,"': /4Z:, N_-i' Ga~-\~ J ,, _f!..3. b4 ·:7 '-\ 63.D l "" ., I 1 ---- PLAN 5 cal<>: i '•50' t\' \) ( C ,, ., le ) (\ .;., PRO~-!LES 5co/e: Hor,z 1·'.::-50 1 STORM B.P,R. DIV. No. DRAIN SCALE AS STATE F'E.DEllAL PROJECT No, CAUL ~;,; I COUNTY f?O\l'TE ORA 60 --------------- FISCAL YEAR 9ECTIOH SHEE"f No, 51-!EP.:T .. 0 Npt B "'13- TOTAL SHl:.&1·s TOTl,,l. 5he'.l'.'T£1 015T,HCT ENGIN.EEII DETAILS SHOWN i ""' (!) 2 ! er □ ( ....... er·, ~~ ca \l 2Q ::, ".:?.s;. ~ ' • ~ . C!><:S -~ 2 ~~ -ill c::( ~ ~ 15 V\ er w [D 2 ::, 2 t!I w~ ~~ >-en '" t; lli :, □ o ac ~& a. 8 ~ cli I l -l I I I I ~ I U) w z 6 ru :e "' "' • "' il' lli i D <D I I ~ l ~2 i z 6' -" ! ----- X X X ·X Design Dept. 1ama1 , Designed Trciced Checked Supervised By X Dote i i I =-···=·· ·=···=~~=====-CJ/ G s ----·----........, \ I I ' • ' : I ' ' I I ! i { ---+----------L- \ I ,,,,.-___ , -·· -------. ----.-.. ·--· • ' PLAN .Scale, f"r-50' } b ( \ i--~' ,-· -.-' ! --·e::•".ld, ,PC C. /•;,re,,.-, //'. -:t:>~'. f:·f;'.}:•:~~:-:.'_\; ~-L~ .:~~/.· .·~ • , l ),l 51:CTION A·A ~-------------------------------==---------------------------==------! \ ·,. ~ • ' \ \ 5 \ ' i 01!.T COUNTY flOUTI!: 9E:CTION 5Ht:l!T TOTII.L No. SmH!T!I \/ii OR.4 60 Npt.b !4 / D!flTA:IC1" ENGltlEll!R \ ·1-' ~ _r:;,,!;(; z.--;, f•·;:~~f•· ~-~2 ~ : , ·-~z1.,..~~J)~ __ ?:/;11.::~-=·'.·.~1J.i:.~ --~=-~;:;..:.~ . JAN l f! J954 ('-:,· 1r , , ..... ''.·: c-~sF.' 1 C0•1..z,'!" . .. i ___ LP . .Jt"-.:5 .C•r,'H'. /. :~_,,----::;-... ·;.-.. ~.:..:: ,...~:_ri'"~-. -~----.--· .,. __ . -_,_, -------··~· ·--=~--·-· ~-------- / •.::;; r,,;;, ,: :: ,r") ~-.,£} _.';/ v-,::,,.JC'. ./ .t:t Out:t2l-" a::r ci-7 PROF/LC Hi!.,,.(z, v~rt. SCALE AS SHOWN I i ·I • •"i -/ : ' . ·, ,· i ' I I i i I . I i i :I 2 ! C: □ -. ~ 2: :::::i-~ ;:';IS . ... (!)Q ~~ @~ c:~n □ . -~ ..::: ~ ~ g ~ .; "' :; "' ui ~ 0. ffi 0 co I :, ~ ~ z fi' • 11; iii ~ 0: :J 1l 0 0: 0@ a: 0: [L i ' I ' . • ' ' l l I X . - - -. - - X . I . - X . -• -~·; . •. . . • . . . ,. X Design Dept. lnflioJ 001e Designed r:. p 1/54- .. Traced ~p l/54- Checked U,/,;t, -¼4 5 . Supervised By CD. //VHA,k.'TO/.I ' •, X . . . ' ( . " 85.I PLAN 5ca/e: 1"=50' 5ECTIC.>N STA. OF CULVERT 2 !6 + 35 Seo.le: 1"==2.0' I l\ • . .d A , Q. ~ ----·--------_____ .. ----. ---~--------__ • _ _. --.. ···---·1 4 I A r-· ! I 1•4 ! L__ ., 1 STORM D-P-R. STATE FEDERA.L PROJECT No. FIGCAL 8H£E,"'!' TOTAL 1,)JV. No. YEAR: No. SHl:.'.e:TS 1---l---1-·---------+-=::.:_i---=-~--=:=~I CALIF. 01ST COIINT'I' ROUT!!: SECTION SHEt'r TOTAL --·•-----1------'-------1!9 -~ VI I Ora. 60 NDt.6. lo ,--,. :,,· 0 s· 'o {J ·7 s, s·~ t, '''";, .3,;--- 1 -:;-, {,-t' ClllfTRICT ENGINEER ' DRAIN DETAILS SCALE AS SHOWN ., ! 2 (!) 2 ! 0:: □ ----- ' ( J, - c::':-w ' r:o-...l!. 2:~ ::J . 2 ., . 'i (!) ~ --::: ~~ l\l ~ ~ cl: c::~ □~ a: w CD 2: ::J _2 ct z z~ • 0. >-[J) CJ 5 ffi ::, 0 D er ~~ a. 8 ~ <l'. CJ) ~ ffl z .; "' :a :l • '° il' ili 0 CJ I :, ~2 Z!r • 1c >-5 ffi ::, 0 0 g; ow [C a: a. i g ffl z .; "' 2 ill u.i <O a. a: ow I ~ ~~ r,I.~ ;.-~ ! ! ! ! I I I I 1 ,l I I I I • I ' i --i I -I l' 6"' i_ . sq 0 • --+ --..,__ __ _ , : • •i.JJ ... •o I ! '·"=t-1 , I ' , •• 7..lti_':~1 ~',_. ~:,!f:~-1, ,,_.,t •non~. t0.a,1 x ... t ro ·• ·1 ,_,•a~·;f,•Jt_• :r1v,~rt---.:;. -.. ,/----8,L bar~~ 6•or, ~ I' I "--' • l • , ... '· '= ! -- . I -r----:-11 f-, ~-.---, __ ·r ~-;n· c ..,..µ· 'J·· -----~--. ~ )( l1J Id 2 ! . 4l ~ . ~ • ' . ,, (--. A ~ ') ~ :-i ~-li-, '1 -6 7r 1•f1~-~=-t;-=;:.;,_.= • I p. • i' t-,-J 4-o· --~--i • , L •--~ > ~· • . ~ . SECTION A-A t~ t- t.' I•~ ----2 bars@ 6' o.c A ' t [_~ ~~CC~, -:_ \: !l~_---·_:_--~-~ ---- ~ IIJ I _j 5-8 •3-9 bar5_)-! _ _ . , )r--40--~ ., 3 •¢ 3· . ,-r, 1 -9 bars-I PLAN Le Note Conneclion p•pe to be placed ,n pos•hon 5hown .:,11 ,m;,roverne .... t plan. Floor of c:harn ber to be g,ven a stee I trowc I finish Slope iloor from .all d,rection~ ;0 oullet JUNCTION , CHAh\1BER N0.3-C -6' 5· __ ' , I ' ' t' • ---...J,t..------•• - - ----------4).J.,---,·r--I 4 I :.J..,t ,r· I / . V r. I ,, ~onE)truct 4"drrnn Vv,tt1 ~~ (. r of f1 ltt'.r niut@ !D" centers PC C. 5,dewoiK k ll •• 1 3 • 8" I _o -l{) 'D ,3 5' DETAIL Of GRAVITY RE.TAI NING WALL STA. 180+ I i.4 to 5TA.160+Z.9.4 Rorl1u$ Vnrioble C a > Vnriab!e_7 '"-. Variable~ ·-'--++---t : : I TobeSw----.foredj .... ! 1 To be tiurfoced O.S Shown I { OS Sho\Nn , on plons·N on plans--~· I • ' ' iii i ~ Bl ~ V l1 I~ u) .. <I] PLAN A SECTION A-A F..::'odius VanablP. STREET I NTERSECTlON ,. • ·-···1 " -. I""'· I ""''"' -, [ ~!! l'??_aj (;O _ jNp~ Bc\i P.C.C. PIPE ENCASEMENT t l J I (!) 2 ! 0: Cl 0: w --III'' 2--t :J ,., 2~ (!) 2· -'1 ~~ a: ·"' □~ o:-§ w I::{ III ..., ~~ :J < 2 (!) ~ 2 0 -... $ lL. i::( 0: -:t: Cl '-.) a.. a: w III 2 :J . .f --~ ~ . -~ \. ;::, ~ ~ z~ • 0. >-~ ffi :::, D D rr o@ a: °' (L ~ « CJ) r! i ;"; N ::a: Ill • <O w rr n. w 0 CD I >' ~ ~ :I >-U) <D 6 fli :::, D D rr olil a: °' (L i N '° '° <O er w CD " ::, z Ii' • 1t >-Cl) <D t, fli :::, D D rr o@ a: °' (L ~ « CJ) r! D iil z ;;; oJ ::a: Ill • w w a: !5 It! J:5 I I ' ! ! l ! I i ' I I I I I . I I 1 -I I ··)) .. . .-,-c: :' ,. I , I •'l • .:. I_.< I :r I I I -; I .. "· I i ' I I ' l I I I i" I I I . • i l i • ' l I ' • I l I I I J f I . .. j I I I I i l ~-1-.W:.J.llflill+ f·· '.: . .,_ .:.>•:; ·, 't• o• Dilfn,. -----l' I. ~"I ,1'ndan! ~pe'eod .5•,2· l\pt , .. 1 ,. ' NQITS !·CONCRETE for poured units shall be class A. 2-JOINTS shall be filled with I, 2 • mortar and · · . • ne•tfy pointed or wiped on inside of shaft. 3'C0LLAR of"' I, 2 • mortar oround <ever frame·· shall be omitted in rock and oil streels and in paved streeh. 4·CONCRETE RINGS shall be of tl,e dimensions • shown and reinforced ·a_s shown hereon.• S·STEPS shall be f round galvanized sleel. Top step shall be placed direclly beneath • the manhole cover fr•me •ilh fe~s '.,:, extendint into wall of shaft on raaiat linu. ·h;M--------~--.,.';'~·.:'.,;.,....,...... Width of all steps shall.be 1'-2"betw_een leg centers. facepl where shown otnerwise, spacing of steps in shaft shall . VERTICAL SECTION or MANHOLE SHAFT ~;:':'· be 1•-~• between centers. • 6·CENTRIFUGALLY SPUN UNITS ·may be used .• at lhe oetion of the contractor .conforming fo spet1fications for Centrifugal Concrele Pipe and fo Detail C . • • I '}·LENGTH of sections of Jo"R CP Light for ·,. , manhole,shaft may be 1·-0~ 2'-o'. J'-o"or • 4'-0' at the option of the eontrador. CROSS SECTION OF CONCRETE RING ·i----~3!o•oiam-----i}!~ :: .... • t--•·--, . .. . . 36"C.otriluf.U/ Spun C.nmle Pip, • ,--·;·'. : . _, .. •~-; ?:::, 7 Coib f♦ wire rodi 'ii LcnzitudiMI reinforcement'°" sh•II bo not 1.,, lfl&n ""!! """" ....., T" .• usu" in effedr,e uu +--l'!-,-1' " J -~ ... ~ '°1 ' 'o·o· -~ ,,-i:----:--3· , .... VERTICAL SECTION Of MANHOLE SHAFT DETAIL C NOTES HALF SECTION • Of . REDUCER , (f'or u,e with Centrituf.1f!y Spun. Con<reti: Pipe) DETAIL C shall apply Dhen centrifugally spun contrele pipe and rings are used in manhole shaft. as per Note 6, · · TRANSVERSE REINFORCING STEEL for 36'cemrifug•lly spun concrete pipe shall consist of coils of .I' round rods spaced •l°c lo c or closer. LOADING TEST is nof required for centrifugally spun concrete pipe used for IIWlhol• s~ft. • • . LENGTH of pipe sections far ~hoft shaft may be l~o•. 2'.6" or 3'-IOf at the oplion of the conlmlor. CONCRETE RINGS,REDUCER ANO FOR. MANHOLE SHAFT PIPE ;------'--,--·---,e!l'•-------, 27,\' • $ECTIQN A-~ NOTES.. _ . . , .I. TliE MA"IHOL.Ef'RAME;ANOCOVEA. SHALL Be: MAO(!: OFGAA'f'. CAST IRON_CONFORMrNu TO TH£ LATEST $PEC!r1CATI0"1~,. 2. ALL PAA.Ts OF 'tHE w.Nt-loL£ FRAMt ANO C.OVEA' £);C.£P'I' MACH'INED $.IRFACE.S ~"-1.L BE C.OATEO WITH ASPHA.I. TUM , PAINT, • ·~ , -' J. THli!. MANHOl.E rRAMt ANO COVER SHALL SE TE:STEO,FOR • • ACCUR1'CVOIFflTANOSHA1...1..&'MAR~EDlNSET!rBEFQRF; ,. Qtl.l'Vl!;R't, TH£ CQV£R SHALi... FIT Tt1f" F"RA,M,C. $NVCL'( D!JT •• NQrTtGMTLY., ,,' · ·, , 4. COVER'S FOR USE ON $£WtR STRUCTURE$ SHALL 0£.AR Tt<E ' t.ETTEA -s• AN[) ON STOtlM 00.Al"l 5TRVCTVRE.5 THE L~TTER~•, ~ THli!.WE.lGH1S OF TH{FRAME ANO CCNE:R SH..i,u,; NOT \IAR1 , . >,10Rt TMAN TWQ ~ER (:£MT FROM THOSE GIVEN MEAEOt.l.. . OOTTOM Pt.AN OF COVER- f;JON..; ROCKING MANHOLE FRAME ANO COVER'. f dia. pick hol 2 "~ ( diamond f deep • • ' ✓.,.,j . '\, 1.y;,11· , ' , ;\\\· , ,,_I ,, . ' . '. ,. • I .. , ~ ';0'\, -_,j~,, ~ _. TOP OF MANHOLE FRAME & COVER ---23f"..®UiguLIJ.£!!W:__--..--:--l ,· ,' • "CROSS SECTION. THROUGH. RIM-•• • . . ' ' . outline ri~ro ribjoins rim finished . surface g::p in rim of cover opposite pit~ tie . oulline lfh:re ribs join1;.;• ·-!-l---fl'--l'""ti--'-- same angle throughoul BOTTOM OF MANHOLE COVER . --\_ NOTE· Frame ~nd cover shall be CAST ·1R0II. Material and workmanship shall be in acco_rdanco mfh th, lalest specifications CROSS SECTION, lHROUGH RIB" AT MID RADIUS MANHOLE FRAME AND COVER· FOR CATCH BASINS '. . . ' i I ! - -• ! 1------· ---------- PLAN .; I " • I DETAIL MANHOLE .COVER LO-Cl<ING DEVICE ' .. -~/!!SCELLANEOUS . • . ., ' ' (!) 2 ! cc □ w-z~ • 0. ii en t, iii :J 0 □ er a1 ~ a. 8 ~ ._ _____ _.w - cc, w ·, ID ~-.E :::, ~\l . 2 -~ (!) ""-.:::: . 'II ~~ ~ ~ ~ cc .... □~ >" ; z ~~ "" ui "' [l.□ iii m I 2 iE 2 z Ir • 1;: >-~ ffi :J 0 □ er □ fil a: 0: a. i >" ffl z 0. ii en t, iii :J 0 □ er ff & a. ~~ ._ _____ _,ci5 .\,. g cc en w LU z z "' ID ~ "' "' z ~~ :::, ow I~ 2: iE 2 rn -"-Ir •. 1 • ' NUMBERED SECTIONS rYPJCAL oErAtL rcmd,,ore. r;" ftll"'/mpro;t;mt:.7t p/(117 th~nvmber of eross section fa be used priflt t!:e rrumtJcr of fh,: proper pla~ tJnd draw CT drg ortJt/fld it flws; St:~ion N' '4? Slllltl llt: indu:atcd o/ -~ ,r tlie improvt:mt:rrf pltu1 pt1;w1dcs for,:, masonry gf.'tf~r cdher ,:x1$1'inS er tQ bl! construct~d cm (Jrrt: or tiofh sitf,:s of a :;trr:ef-the C'Tos.f $et:f/011 shall ffrmi,i:rte (If f."e D!Jft:r e«gd cf tlic S1Jftt:r ()r gururs P$ tl•t, e,:1s~ may Ct: t.>11f w~t>rt: th11 p!art «1//s 'f"or pat1i119 f'rom curb f'1 curt, lh~ uos~ $t:efion shall 1't:_,,.,,..:11ar,: o-r-tr.~ N1rb /11 ffta rartr:r ca-s~ x,cr VJ ~qut1l!I -9' Ne H C c, "" H C c, 0 0 eo w 46 5 ,-,, J-4}~15_1,J. 8 I 19 ,,.!, 50 6 t+ ils!i 12 t!~ l/8tl 81'. /i4 G!i 11,1::1st 17 2 ilB /8~ SB 7 13 ,..,_~ 21 2~ :J7~;18!& 6l 7Ji ,z~z 14% 25 H~~17"4 -jfi iGffl.H~ 29 67 8 12 /,f. 71 llfz 11~; '1\ 33 .. 1c I 11 . 75 • " IJ'l, 37 .,:, tS!' t6j 42 5 ,s 1,s~ 19 "·" IO!~'i'2fi •• 10 lo 12!'2. T SECTIONS OETAIL If JIOMrts-0,,,7 ,qr:Jffrr e:t•$ts (1na' """'r l!I' fa /Jt t01'13l ..... 1;f"rd rfl# s~ff•cn 1!tafl .J:.rqf,. ul }~ ,1,1~/, N9 H 88 10:1 92 II 96 11.!--2 100 12 104 12t, 108 /3 112 13{ 117 ,.. /21 14 125 IS TYPICAL DETAll-u~,,,,c: HALf' .$~,C Tt/PV TIit v$e Df 1his httlf se,:11011 shall r;r i"di~qfed on sfre~t pfun ,:rs~ *4:'/ler~ H • S" W Values cf H. C and C, are in inches, C C, 9'; l2~ 9 II¾ sf, "~' 8 II , ... ID~i 1 /0~ 61/, sr, 6 S!i r-2 S!i 5 8~-tt T a lb 0 0 0 fz t, ¾ -r-~--r, I I -··-]!~J lfa. lfz 2 -~-.iJ.~. Ii .. 2f'a : ,t, 1--~·-·---3 3 12~~ ;-. .. -~~~r~ .J~ f--·-4 ·-4}: 4!i .Ha 5 5 J~tf 5t': 572 4ts --"+---6 6 i-4½ N9 129 '" 137 /42 /4(; /50 /64 /G8 IG3 /S7 H C C, 15}, 4:,2 8,..., rn .. 8 ,c:, J!;_ 7fj 17 3 7/-., 11, 2t, 6?-1 18 2 6~J /8}1 /'r2 "-~ t-··~ IS I / 15J,;., tsJi1 ta s~ 20 o!s VJ)/,Lrt".$' o/ ·t1 a"d ·4-'t,rr ' in /nches T Sl!etic,-,s W~OStl V0/1,1tf of a ... r shrr/1 t,e ,nd1 - cafed "~ @ STREET CROWN SECTIONS ,i P. I ·-··•··----••· --•-· i_ .. L:'"'??()l',':';!n,::r_t.'.'": ' ~ '•··----·-----____ ,,,, _ __!_ - GALVANIZED IRON PIPE RAIL . ' . S-',p _10,,,1 < w'~ld '' u . ' RESIDENTIAL· DRIVEWAYS CASE 3 ' Pr rl ]Jllf -CASE A A. Pt.ANJ-----' l'-7--i~-_...c..:.;_.., .. 6ah.ni, of r11,b £1.tVATION NOTES [ .. I.I ;r .-.ltf'•I t<..rb rron, td,t ~• ;,>(!e,..,k ..-, lr1>.j!•I curt, .f,! ~~-- , o.. 1.:., '.il Bc,11¢1,1 01 (u•~ ELEVATION I All !JOO\ s~II b, t(ln,trll(:!td 1n ucord,u1ct _w1fh lhe l1lul ado~ltd i;ptt1f1ut1Q1u 2 Th~ aru included w1th1n the•,: and ·y· ~l<'Pr:s lndud1ng lop of wrb wrlhil'I drrve.-&7 ~k.ill be f1n1~htd lit1!ft 4' . wood flo,11 ihe i1t!lnt11 of 1hr dri1ewi17 .shill be (ini~hed in ilccordintt 11111h late!.! ~ptttl1Cilian~ foi ' s1dewilk f11111hini . , , 3-Swing hnes s~•II (~r~1p0nd with !tie seoru,z Imes 1n the 1d;mnt. $1dr•afk. , 4 If ~rb bar h.J!i bttn 111$lallrd 1n the C,ishrit tU·rb, or if 11 is .spec1(~d on 1111provemtr,I pl.in!i; 11 .shall be: int.tailed ll'l·lht cur&. atrcm ihr full' width of thr dr11ttny. • • ~for com1T1e:rtiaf dri~tways."Y" ~hdlt be f bi.it shafl be not lu·3 than 5 ful y~le~s olhtuiH tp~cif~d ,_: fer rrnder,hal dr'nhlayi,"Y" ~hall e•len6 fa !he fron-1 t<Jge of l~r !.ldt-11,llk bul .shall ht Ml len-lhan 4 feel ' unln\ o!hrwm: sprnfitd . • _-. •• 6 n,·~!Ctohal drivt¥rJ)!i .Yla11 be cor.slr1.1t1ed with !he :!oidn al ,;gnt 1f18le1 lo_ iM curb Jn ~II n!.t$ •'hm lhe :,de-,,,11~ ii ltsi lhan 3'·0"frtim !he I.ta cif lht C~rb,.1~ in :iuc:h m.u 1hc-"X"d1$1Jnc, shllt ht' lhe-.i;)mt •~ !.hO•l'I for tol'!lm,rctal drt~~•ay, 6 Curb sh~ll bt ('JI al rixht angle!! fo lhe lop of lh~ wrb. 9 Cue :f_ fn1y bt ~!ltd cnfy •hen ~ptci.a,1 ptrmirncn ll granted _ , (I Cut 4 sn.itr be 1Jsed otily 11hH, one of th.,-follo,ung t'ond1!1on3, tl1$1s . • . , • .iOrrumtn!~I Slrtet, L,xht-BC-WII bt Ml 1,u than l~6''11or mer,'~" ;foM from the· (tn!cr line ~, O.L· S. 1>Stm1 Tufftt SignJ1,Po1f) and Sign Pas1s~ac. sh.l.11 be ~I cet1!c-r line of ~igri.)l,pole,,k. . c. F1~ Hydri~t·BC.$hill be placed lo 1l•e c!w;i~e en ,di, p.a,ls of hrJrin, equ1l !a tmlinz-tmnirn~ffl • c1ur1nc:1 frcn'I norma:1 slttef Cttrb.. , , 11 Stet ion. B sha II bl u;,d ,n c.ue apron joins ,1i3,fing $l~~•lk. . • • COMMERCIAL DRIVEWAYS [,:,,,, ed~t r;f ~.,fr,.,~:~ CASE 2· A ·CA$£ 4, A • -·•_ 1-,·c..L,__,_~-~--__, . . . PLA"I , • " ·f----, -)'~-. ·- &,:.11~ of ~~rb- EL£VATION •8,111rn1 or e~,b----- EI.EVATION --~~L CUAO r: -..,.-I .. ------->:-., ... •-------·r---1· • I I '. I I 1 ' t" . ' "iv,· --1;1: e"'' ... o•. i;w· ~'!,- I __ j __ :. ____ 7 ·-r--:---:-. ---------- ",-: 'CaT"ch Oo.~un --~--,--. ------- PI..AN. --------------------------------- ' -~ • 1~ ' . 5-y . f Sidt••I~ u:;,.· IE li>p o4 ,~g • , ' • • i • 11 •••• 1-t .. 0,.of,or,a/ /ce.:6-hOh,-/er . . ---- , . -L C. L»J SECTION .• A·A - ~ E••1Mf tf'-,r\ }-,-.;...--;;;'!11 r.:-•;!-i.":.t-1} -. "12 l>dl'•~~ J~ SECTION 8 FEQ_EAAL:·~fi?Jt~"<r ~O; '.·' ---~~~_ .. _ ,· SH■i bt~T., J:oUwno 'flOUT• ·,sr:er1ott_ .·, NO: VII Ora, GO ., ' SPACING. • Trans~ers• e,pansfo~ Joints ft hick ;h,11 b• install,d in,a II n,,' ~,d,walks at lh• -B.C .. ao! E.C.,of ill <urb rtlvrns, mipt at all•y•, and at uniform int,rvals as sho•n bel~':iot ;,,,,.than 20'. • '·i _.: ·, •. · · · ·· · •-·---·. : · '·· (bet•Hn r,/u(n•l -20~~~ Oriv,way-uici,d,ngYdiii° e 2 ~~ . ~ -~ S1deft'iilk ..... ·-· ... ""' "" .,__q,, - . m. -,•·· ·-.. . Wht_re this spacmg causes ~n expans.ion joint'fa be.rocated ih a dti',eway 3,0'or less· in length, th,s J01nt shall be ,nstalled ,nh.-,,nd llf·th,_drivew,y nearest lo the· nor·mal Iocation.unlen otherW1se :,hol'Wh on· !he-plans, In ,ase drtv'-eway, uceed"S-· 30_' an e,panslon-joint shall .bo"in,lalled ,t the_:ceot,r al th, drim,,y. ·-"<c"7'.-"" ·o . ;:; +-' ' , e e ,'"" Q ' . ' .. -· .....:.........c.J! V' to' Npt. B. ' ;, ..... tt an!Jon •;_join? .,7 • • " " • '' ;[XPAt,ISION JOINT F!LLE ii .• ,· ; ·.· ' " "' Th, ;,pansion joint fdlor sh,11 confo,rii'to th, r,quirements of lhe l,t,,1;1,opt,d ,p;<if1,it1ons • • ILsha!f;bo"wt : to. full crossMse<:fain of the ~1dew·atk For· sidernlk less than 10' in width. th'e join,t. rnaferial s~al~ be forols.htd. in one, ... ~ piece. for sldewalh IO'or· more, In widfh, the'.?.ipaos1on joint i:,:titenal·maf be-_f~r.tiished ill two "p\ece~;iie1the,r Of 'tt_hf~~·-!:~11 be _less th,n" 3' long. When: h,o p,eees of. eiparision' Joint ·material _are used. t_hiy shall "be fastened together·. by pi.,ni of , metal staples so that tho upp,r idges of the two s.,ect,oos,as set in con<rtt,;sh,11 b•_ii, th, same_ lin_;,_: _. •.·_ • • . . . . _ -m'STALLATION', .-.. .. .. , - - :·.,-·_. ··, " . B.i,klng pt,t,, ¢1 sl,el.not thmn,r th~n 16 gauge, shall be used to_ hold thl:jomt f,11,r 4u'nng the· tam~ng •~d_ flo,ting ~nh~- • <en<rete,after •hich they)hall be remo«d A channel cap of st,,,! .,th leg,nrth1<k andt ling sha_llbe.fltt,d snugly av~•: the.,. , _·-. . Joint ma_t,ri_al btfore th_, <onciete " placed AH,r the ,oomte has been tamped aod ,iruck-,Qff, the. chaMel cap_lh~II be ,_,m.o,ed, _ and i./\!he joint inaterfal Is found !o. b;. lo•, ,t shall. bl raised flush •ith the surfa«·o! _ the .,idewalk. • .. _Th, ;iurfact; 91 the_ si_de • '·' ' • wall 1djmnt to t.he etponsion F'."' lheo shall be_fl"'!ted with, long,handie'd float ind edg,d with an elgt. fO0L No m.ortaqhJUbelefl -rifer _!he iomt-1,ller Donel, Iha Ube installed in. the sidewalk ,t all_e,pan,ion pint,. Tb,,. dowels shall ,o~si.1t off round, steel bars !2'bng, ,it as ~hown belo•,; ta•:«.nler to ,,nter, and• parall,1, w',th ,the longi,tudin,I edg" _ol the.!ide~alk,e,lenaing, an,•~_•!' d1$lanco into the •tinmg ;lib, .. O_ne ind-,f th, dowel shall b! eapp,d with_an>ehl cap as shoon belo_w._to pre,e_n_1adhts10n. tct the concrott, an 'to prOY1d~. r'o'om. for_ hQti_z0n,tal movetnenf, of ~he•llar: :-,Otti~f ff!eth_ods of pro1yjdi~g: for ,honz_onhl .moyE'merit o( _ i,: >·. th. bar may be u,_,d lfapproved by th,Eng,ne'.'· l3ack1ng plate,· need not _b_e us,d ;w,(h: red•o~d iUer, -. • . _ • : , ;: ' 1 : ,, ,, . · EXPANSION JOINT IN SIOE\:'JALK ':~:·· - I,'. ·•,,,. .. -.•;; -; : . .:· ';-·;: ' '·''' ',-1 i ._ ,, .. -·, CONDUIT RECONSTRUCTION ·r-------~--------------~------------~---~---~.....;.._--M __ 1_s_c_EL_,.;,· L __ A ....... N~E_o;;.....u __ s ....... • _oE~--' A_· 1_Ls ....... -.•_-__.;...~®--i"_·• __ -......,I~· -2 ! cc CJ ( cc-:-::-~(~ ~ ~ 2 . ~J !1 f§~ cc ~ w~ Ill ~ 2~ ::, .2~ ~! ~ cc~ CJ~ cc w Ill 2 ::, . -~ ..::: \) ~ ·-,; \. ~ ~ -=---- . ~ >- G Cl a: w :::J □ 0 er □ 0 w [C a: CL 8 ~ en ~ w z "' ITT ITT ~~ ow I~ :, z Ii' . ~ >-G; :::J 0 0 a: 0 ii! [C a: CL ~ <D r f \i I ! I I ! I / • .~-' , ' .i I I I I I I I I ' I I i I I CASE/ ,-- Equ;rl C{.trh F~~. fi.,•f.U.' Ci.rbt"oces , note•n" S/roKJhf' o,-ode or see 8/C.;,:J Line NOTCS c-The Local Depr11ssion shall be class B eoncrBfq 8" thick. 0-Whcn :;pcc1/r~d m conneclrc--r/ wilt, o cO/lcn.•fe-· bo~ r,lf« /hon w,lh mleqrol c,.,rb Loa;/ 0eJY'e55M li)n ,!u)/1 N' JXXjretf mono/ilhK w,lh sah' base ' c-c/evo/lcn:J of ovkr cornen:. -~·honn on qene,vl plan in 111chcs l'Je'low or obori:!'(.Y]Cw/; -,;r,J ltie t(',,o of I/if' nearest curb If no etevol10ns ore sprolied· the outer edqc' of /..ou;,J Or:presslm shdl conform ti, f11•11$het.f sired ~urfca· d-5/oAes Shall~ set to t,;ra-0 a/or.~ I& Y0.-4 • ley ond olev1q /17(" r,dqe //fk,.• (oult?r t:'d;r.• of odvol de.>pry;,$SN onx,) 5/o_k>s o! poTnls "M~ ond W" Sholl fie ~I on CJ :rtn:v,;/1 I qrode OMween tr:,p5 or ~-no' .n4'0Cfery(IF on o ~rhea/ ·cur'V$ S<!'e 11,.:ile ''hM/ Thes,r stotf-os Sholl not .be r~mav«J 1.mtd /1.1-sf before The f'lnOI finlshmq. I -W • 4 ~I U1~.s ()l/ww1se :5pe<:1/rl!<I l • 6 ·" • ·" .. /( * J I • A.,,Arcc o't l.ocol Q('pression S/rr'.iQ/]t drode or :iee note 'h" CAS£3 r= 31«1 t'lhmacurb mce is :1ho,,-mol poml:Y"otberrwSi?r~K- 9. A cvrh foat' ¥/oW/1 a, IM-qeneral pion Ir> ss fhon K dis lance /Jelo.v • bas,n shall be CJ,t)p/J<'!d al pw'a! -x· w1!h r ~ .J Ted h • Speciol dek),{s rjo'l,t!Y11il1Q 1/Je ccnstroction of /hi~ Loco/ {)tJ• press/on oo_ Y(!l"/icol • cur'r't!' slio1tn Ot> ()Mdrol ,olon. . ; -/nofcoled cu_,-h face,$ (CFJ sllawn on ~nefo/_plcJl!.S O,rrrh0t7 or flow LOCAL OEPRESSION NO. 3 ,_ ______ ,. ------1-- CF 6. I Cvrb roe es A:;inrM~ ______,_ tra1qht Grade or s~ Note:,,~ -- CASE2 , 8 A f),r,:O,:-f1r>11 -~----o-' /lo,,., ll: ,_ Sfroifjl>I /Jrade - NOTJ!'S o ... The· Local Depri,ssfon shall bp class B. ~oncrtHe B" lhrch. b:.. WMn ~Mr1t:~d-in ,XV,o'><!'<:f,,:,,-r wdh q ,:c;>J",. ~r~f~ poc't!"m~t flu• la,;;ol "lk,ort"~~fo,i Y?all ~ paw-ed rr>einr:>M/1,c-·wit/I so.1d ' ~.nf and the :,t~I ~t'f"pc,:, ,;,I CASel l/1,!> c,vf~ NQd' olj/-~ l.,xol 0.!"JYt!!/~s,on shdl-ron- form /q fht:> norm(}/ Sft',!"e/ s<"'clion t:JS /houQ/l no loco/ th,,~r~s111on ~ to M ccn.rtrvetf'd r w 'Siok# ~hall ht? :Ml lo q.rmh ~~ l'h~ vol,',,-y (,:ras:,llbw ln"lt')ex1d .-vl'!M ,oou,-M·mono/,t//,c w,tr, ~I olonql.,.,,,,. rm'q,p l<"'l'(Ol.llt!'r ed'Q,rof,x-llMI , di,~:15~ crec J ttw-~.-:,l(?~("'S" $MIi not be rr~ ~ vnlll ,;usl MIJJF~ I/'<!' liMI ;rim$1/Hkl • d • W • 4 t',at11f '-"1/41'5-A' fJllWW/J• 'f/>#t:rl'IIX#' I-• 6 .. " • K • 3 A • Ar4'4 cl /.,xof l:1e~$!JOrl e -It' rrimod,l,hq proh,O•ls 1c)},'11r)Q lhl!' d-,:1$/mq pove,m~11t, ona /r na .~/()/ d:nc,/.s-an,,, ~ CY.I MP Qt!'nl!f'r,::,I pion lh~ O<.,J,'er <!'dQt::" af ll"ltf' Laecl Ot!-,,a~s~,~ shall ccnf{'t""m lb a :troJ,,plf Qn:7dd' rra-n I~ upper r'"dQd' ol smd rt'!ma»l-mq to lhl!' Ol.lf~_,, ~ c/' lh~ qutt~r o,c>,P<Jsiht pc,nt -w: . . . ' ' f • lnd/eokd cu-.b l"~sl('(/s-llown on IM ~n- "'"~al ,ala~ LOCAL DEPRESSION L ---------,- -·---··· __ ....... _ £¥!Guel,?~ Top of Curb ·- CASE:$ ·, NO. 4 K- NOTt:S o.rne Loco/ DeprfJ:tSion shall bf!I class B co,:tcreltl .-g" thick. 7'-----, Vonobf>r__:__ .7;-•----, NOTES a~ The Loco/ Depre3s_fon shall tu, class B . concre,, B", fhlck, b-Wtum specified in cOllnection wdh a concre-te base; other thon with infe,;;ra/ curb, Ii shall be D<>ure'd monrilrth,c 1vdh ~a,d ~,e c-Elevohon~ of /he outer corner.:J ~hown Otl <)~nerol plan Ill mck es (Je«"Jw •or obove· ( snowr'I -or f ) f/'l~ /op af th~ neorc!Jf curb a . If no ele~olion_, ore s/;Jenf.ed !ht! outer edqe d the L«(J/ DeoMSS- 10.n shOII conform lo fhe f,m~hed strt>el surfaC6' e-5to/,,eS 5/totl be $6i to Qr~ olOnq the vaflt"V fcr(?SSFl"w /Jrn-} aod ol«i<J /he r1dqr.J !me ( outer edqe of ad1.10I dePM!fsed area J 5folre!'s of ;0omt$•MOnd"N"shoJI b~ sst en a sl~,qht Qrbd~ between lr:ps di end headers{Vo.r, o verl1tol Cl.ll'"'Vr! seerde7i') TMsr-!Jfok-s shall not be retnovt>d unfrl J{)Sf bt>ftm~ the Fir,ol Ff1?JsNnq • f • W • 4 reef vnless otherwise .sp"c1fll!'d l •7 " I< •3 P•3 F .. 3 leet wh&n o curt, focei!J shotw? ol point·,rotherwse r=1< A •Area of local Oepressi0n, exclusive ol' basin walls and <1ro!111Q$ q-A curb f"oce !Shown on lhe qt>nerol plan less then I( d,ston-:-e below l>a:w, sllall be oppll'ed Of po,nt -x· ~,th r ~ J feet h-5pec,ot d~ta1ls (JQ'o't!'r/"Jtn(l the conslruct1or, cl lh/s Local, Oe- prc:;1s1on on -verl/r:ol curve shown 011 9tmerol plan ,_ lnd,colN curb /"aces (CO shown on 9t>nera/ ;,Ion J -The "tnlre vt>"1$ the rt5~ ocross t/Je qmf,nq of ricJ/"!f onqk-s Iv th~ CIJl""b LOCAL DEPRESSION SECTION A-A N0.5 bT~ ~ ,,,(~, ) '.'-;>c.::, .-'l~>a ,_,,..., con---1 •~· r 1, ;n i1-d/1 o cvn - ~ ~r-,~e J:::J,,:;'•""!"'!f'.rlf' .'I">,;• __ ,,_·,::: :J(:.i-"""•"':!'$!~0.1,,:,/\.·I,' t ;" ;-,Cc .. -1..•,j n;.."---~i.--'.·',•"1,,::-,t -~1 5.J-d ,0011::'"r"'nc.•n! ,_:·•::t ,:x1,nt$ D, C. .,t.f .;nd t\' .:;n..JII b!:' ,.__t"'.::l ·r;:, ,:-·c1-1.·.., ,.~ •r:~•o7',:::,r,s c_l '. ,~,,,., _.·:t.;l'..,."<.""\J' ,;,._,5 :;:,.•.--:.-' tv ,__,,-.-:i 1, --.y pavf.;!l"Y"l@nf r'"1e 1"/->-Cl-.i"'e5--."'l or· l,.'.".:7' ~• .. v·r'-':.5'.;,-. c:;,"'c), r 5,(/(:I \tp,':cf'o ~~,."'<;~., /:IJ.~,n, .;;r the , .. ,.1 e-:;f or· o .-;-.,,·,e.,; t'f, ~1..,-., n5 .,.1-ia:'11 Vi:Yl'J" ,.-;..~,-•1_ ~-?.,-,r. ~s Iv .-, {'1~·h.~:, .5ce ~'•c.-.c t,o.n _,.;-,..t • d .. ..C!•;'Jli.t.'t• :, 0 \7"' ,,-,,, ~et fo q~•:,,•.._~ u1~riy i'-hc:> n7.''t)_-(ir"':,.'>t, f -~-~-lr..,t>) at V a.',J."~• • i>,""1e r 'ii'J~.:: • -1e (Ot.JPer cc,,"'fjt.~ of·,;,: h.., :;/ • O'..';'J-'""r-'.55~0CJ-?.V) 7r.,e:;:!' _,,:-.__,;_1.;,:; ::i-ul/ r,?r I>:.• ....... c;-,,vec.i ,1•·1~-1 fcJ~.,.. :•f"_~·.::i,---e ~t••~ ~-.. -,,:' 'rf,,,-,:;h109 • c'_ 'f ~,r-,.:;J1;-!,, -..:,· ,c~._;)h·/1. •~ ,1; •'-.·n.; ;I-he> e.,,,.5 4-,1,/ ,.:1-::lJ..f>,•"'·'~'-i" ":'</ :1,ere,1·c! ,..-,~• ·"\:,__~c:,.:, ,/._.r-,:••.;, :Jr'! t.""l~l"'ero· p~_;n, _.;;,,: "?!;:;• r:;;-,-,.'1 fl"·e </rvl",r_) fl.• a, r•e 12 ·.,.-..en,~::. ()l..1f ,_,~ -r'"'-;' .<tfnt•-" fr.~,,..,, -~,7•<."t q;\j~ 'n,1 .;7,,c/ -''~C'-1,,., ·""'" _c;!"cf,a.-, .4-,•i o,-r. 1-a•/::J,,..,,,, 5,~;-/1 be> ... -,_.J ·ncn1-'5 ,r•: •,-n!f! o,.·fer e.:i~,• a.•' .·n•L.:·.:·:1/ 0-:'.J--t'f,,-1•.Y"' -5.;1.-:-, ,' C,.v1""'.i,....,,., ";:, fJ._.,.,v,qhf i'/.'V(J~~$ t'!"'~',"f'\.Yl f, ,od ·_no,,-.f_-s • • • f _ 1 'It' 0-'1, ~-t-'', .,-, • 5 ..-;~(' r,,;t, a~~, 0.~:. rr-,, ,; "V:1-rq nf_r,.,.il•.' ::···.:;,6'.:.. to ... ne c,~,--? . ~/-~•~,._..: "eet t ··il:'"'i_<J c ... h,-.rv1,,1;e. ".!tpf'c11i,.~~.1 • .:-·"'Ii,.··: .-n.-.-1, ·e.,-< _./ .. ..:-f>.~ of· L.~ ..... , :. '"•:../. :;··-.1/J.:")q:J • .,•7Je5s ..ifh~•_r,1--\,J'"' •• ::._;',:c'(..tl"";l?J t.""'lf':Jt ~•.::•:; •L'n. e,.,,;;;1,.,~1. '1,.., 0,r llr·.•s,n _11 c1.';:._; ----· -:. ---= -r- LOCAL DEPRESSION N0.6 ----------------------~---------------,---------, I .N. ',- ))J CASE l CASE 2 .: .E,~..J,n~ sr,,--.,.. f-' ,i-•-t,.,--~rvc-,.. ~ '·~· ,;:··_'-h••:--=p-• # • SECTION A·A A· THE LOCAL DEPRESSION SHALL BE CLASS B CONCRETE 8 IN, THICK: B-WHEN SPECIFIED IN CONNECTION WITH A CONCRETE BAS£ (OTHER THAN· WITH JN- TEGRAL CURB), OR • WITH NEW CONCRETE PAVEMENT ( OTHER THAN COMPRESSED . CONCRETE PAVEMENT), THE LOCAL DEPRESSION SHALL BE .. POUR.EQ MONOLITHIC ··' WITH TH£ ADJ;-CENT ·SJ\!;il, OR PAVEMENT. . . . ·· • · • • • : .. C-EU:VATIONS AT TH£ .OUTER CORNERS (POINTS D AND.S) SHOWN ON THE IMPROIE-. MENT ·PLAN REFER TO THE FINISHED SURFACE AND1 IF· GIVEN IN INCHES BElDW OR ABOVE (SHOWN.-OR+), REFERENCE IS TO THE TOP OF THE NEAREST ·cuRB, UNLESS THI$ POINT SHOU~D BE DEPRESSED CURB; IN THIS CASF. REFEREN<;:E IS 10 A ~•NE STRETCHED BETWEEN THE TOPS OF CURBS ON BOTH ENDS OF. DEPR~SSeD CURB, D-lF NO ELCVAT!ONS ARE SPECIFIED THE OUTER EDGE OF THE LOCAL DEPRESSlOW SHALL CCNF<lRM TO THE F'IN.ISHED. STREET SURFACE, • E -STAI\Es· s:.Au. BE SET rn GRADE ALONG. THE VALLEY I cRoss c Ft.ow· LINE) AND At_ONG THE RIDGE LINE (OUTER EDGE OF ACTUAL DEPRESSED AREA). ST,\KES AT POINTS M, N, AND E SHALL BE SET ON ··A STRAIGHT GRADE BE· TWEEN TOPS OF END HEADERS ( IF ON A YER.TJCAL CURVE SEE NOTE H). THESE STAKES SHAlL NOT SE REMOVED UNTIL JUST BEFORE THE FINAL FINISHING. WHEN CASE la. OR .CASE Zn IS s·PEC!FIED ELEVATIONS AT POINTS D, M 'N,. AND E SHALL CONFORM TO FINISHED. STREET SURFACE. F-DIMENSICNS FOR L,W,.AND KARE GIVEN.ON THE IMPROVEMENT P.L.AN,P~l21N FOR A 7-FT. BASIN AND 16 IN. FOR A I0-FT. BASIN. A •AREA OF LOCAL DEPRES-SION EXCLUSIVE OF BASIN WALLS AND .GRATINGS; . · G -A CURB FACE SHOWN ON THE IMPROVEMENT PLAN LESS THAN K DISTANCE BE- LOW BASIN ·SHALL ee APPurn AT POINT X • WITH F •3 FT., OTHeRWISE • F • K H-SPECIAL DETAILS GOVERNING THE CONSTRUCTION OF THI$ LOCAL DEPRESSION. ON VERTICAL CURVES ARE • SHOWN ON IMPROVEMENT PLAN. • I -INDICATED CURB FACES {C.F.) ARE SHOWN ON IMPROVEMENT ·PlAN, .J -THE COMBINATIONS HEREON SHOW TWO GRATING BASINS,(!) BELOW A .SIDE - OPENING BASIN, AND (2) BELOW A COMBINATION SIDE-OPENING AND GRATING BASIN. THE PLAN APPLIES TO ANY NUMBER OF GRATING -TYPt BASINS (WITH SINGLE OR MULTIPLE <'?RATINGS) SIMILAR(.Y ARRANGED. • K-WHEN THIS LOCAL DEPRESSION IS SPECIFIED WHERE THE CURB··Is ON A. HOR- IZONTAL CURVE THE BOUNDARY LINE ANq/OR THE RIDGE LINE SHALL. HOLO THE SAME RELATIVE DISTANCE FROM THE CURB AS SHOWN HEREON . LOCAL DEPRESSION NO. 7 M!SCELLANEOus· DETAILS ( ' ' ·.' i ' I ·, ! ·---•i • I :: I I ' '.' •. ',-i I _,; c:. C!) 2 i cc □ /j/\ ~ N a: w-:---... CD ' 2:-4! ::J Ill 2~ C!) ~~ $ -:1 i:::( .\I\ Is~ r6 ,1 z~ • a. >-U) <D ti ffi :::, 0 D a: §l ~ Cl. ~ <( [1J ~ ill z " "' :; ITT ITT ui "' Cl. a: ow I'" " ~2 z Ir • 11: >-~ ffi :::, □ □ a: o@ II a; Cl. ~ <( CJ) ~ ui "' Cl. a: ow I !l :::, z . z la ..... . ~ i::->- \. CJ) <D ~ c ti ili :::, 0 0 a: lf & Cl. 0 ~ -------ul cc w [D 2: ::J 2 ' r. I ; >", ' • ; ' . J •, -' •. J' r .;•• • . ",., . . \•;· •• < • 1; . .' r 1-' • \ 'i_ _,<! full weld ••• • DETAIL OF 1NCHORS Approximately 3i m wrlers /A"bars _J.....: ___ L _.t.__-::..-=--I L -------~ -i -==--=--=--L _j__ ___ ' ; ____ ..r.__ -~---: l, ---~--;.--___ : i ----'-_.s,_ __ _ SECTION A-A FLOOR CATCH BASIN NO. 40 CONCRETE shall be class· A. . . CONl'IECTION pipes may be placed in any position mwnd the walls provided !hey point in the. proper direction and fho position is ol/,ernise ainsislenl with lhe improvement plan. CURVATURE d the &p tll~ sidetnUs al 8(lller opening shall be formod by curved forms and shall not be made by plas!cring. DIMENSIONS: T= 6 inches if V is 4 feel or I•"· T= 8 inches d V is beh,•eon 4 feel 211d 8 feel. T= tO inches if V is 8 feel or more. V=. 4 feel unlus othl:fl'lise specified. { W=14 feel unle~s olhon,~ specified. B' 3 feet 2 Inches or as shown. . ~ FLOOR of basin shaU b~ given a sleel-lror:!led finish and shall slope from aB direclions lo lhe oullel, S!ope of 1 floor parallel wit curb shall be I lo 12 unless ofhen-.ise specified. . · ~ MANHOLE. shaA be plactd along b:!d< 1Ti!I near outlet • "' ~ OUTLET pipe shall be frim~ lo lhe final shape and length before concrete is poured. ~ PROTEC~ION BAR: Horizontal protection bar shall be plain, round ,galvanized steel, 1 inch ~ m d1am~ter; and shall :be used when the height of the curb opening is greater ~ than 8 tnches. Bar shall be embedded 5 inches ot each end. • ,; STEPS: ¾-inch plun ro~ galvuvzed s!eel steps (17 inches apart) required when V is grealer than 4 feel 6 ·~ ind>es. The lop step shall be 6 inch•• bell!TI till! surface znd shall be 2½ inchu from the l'lall. On~ one step 1l ( 12 inches from the bollom) if V is 4 feel 6 inches or less. No steps required if V is 3 feel 6 inches or Jess. -~ Sleps shall be 2'.'chored not less lh211 5 inches in. 11all d lhe basin. -· I . ~ SUPPORTS: hlch pl,n round galvanized steel supports shall be placed 7 feel apart. Stirrups shall be l'lelded lo supporls 11hen cvrb face is 15 inches or more. ( See detail hereon.) • SURFACE-of aD .etposed concrete shal conform in slope. grade.color. finish. u,d scoring to existing or proposed cvrb . and 1nfk adjacent to !he blsitl. . I w ~~~- ... <I> ::, 0 .:.. 0 (\J ' r "' . J .. 9.,.. C\Q Of\, 1-}.=:::=;':::====~-j_ onAIL OF DOWEL lo M t/.'laf W-¾."fl lop J.'J povr.tf'd :;ep:7ro/01 onq of eor:/2 cor. • J{'r3J".tl~8'Jlvanuud s_t~ rr. me qna: cfJ.Jl..e>r .J-s=us.~- SECTION A-A OMJI . 4•Rtxi,(,J:-s Anthor. A,lf,•(J/ ,.~Slee; bar' DETAIL OF ·AN.CHOR . CATCH.BASIN N0.39. REINFORCEMENT FOR CATCH BASINS WITH W=21; OR MORE FRONT WALL REAR WALL . -ENDWALL : FLOOR -·---~· Horii. -V T . bars j:i;. bars • Harli. 'a" bars 'd bars . . Tie bars :o .. ·_. Vert -• Hori Z:..... .. Vert. • J:I ~--__,,;_,.,.,,.. ~""""---= -s: -ta•"@"1'~· I., __ --·~~~@-.. i~ ~~----~.,..-½"~@--;;:: ~"~@--~{~;; 1/@ 12" ~:@! 2411 To 4' ;-;" @ 24" al~ -:-~-~--•. a ·--, 5' 8" ~A~@ 10° 1'a7@·12♦1 --· ---·---, ¾~@ 14" : ,.g . u. ' " '11 . -.. c:i: ;::: • ---1-reu @ 611 3/. • (Q) 10!-:-;, -----·---~,--·-6' 8" " • ' " .. .. ' 0 --1~ ~· 3/.~'@ii !,:~' --~-----·---····-·•-•-··-•-·• ________ .,....-,. __ ,. ____ .D 0 -··--··-8" '/.''@e'tl . . . ' • . ' • " Cl ' -~---·-, i--.~--.L. ....... !'z. ------··-·30.,@"s"Ji' ~-" ... ., ... -.. , -· ._, ______ _.__. ____ 'o0: ---a· a" ½'@ 6,½' . . ' . " II . . .. . c-" • Yz"@1~~; ···--•• ~-@-7¾" ---~ ½"@ 2d' oC -----9' 10" ' " ¾' (a) u" ·-0 • _..Q._--~-_e ~-~ o-----10' IO" !--('@ 6" '. • ½"@ 1211 • • .. ' :, C ' IQ" -~, @'"'il" __ .;. __ ..'.'.,2_ ~ cO ll; .. Y2'@ Ii" ¾"@221;· " l'.'.z~@ ·1 a"' -' -.;: tt ,, ¾'@ t· ·c --~--~"@ 9" ¾'@251,;' o·-· 12' 10" • ' • J.f (gl .-1311 • . 0 0 ' • • REINFORCEMENT FOR CATCH BASINS WITH W-=7' OR 14' w V T FRONLWALL REAR WALL END WALL 'FLOOR ~ --Horiz. Vert. Horiz. • Vert. H2!i!_,_ Vert. §othWaYJi • ~-i''"@s" :,3• @""'~s" =~--="'·~-7' To 4• 6" ¾i' @ 6" ~ti' ·r& G" ¾"' .@ 6" ¾i'.@ 6" ¾"@ 6" 7' -. 4'to·a' et ~f@ 12'' ½"@ 12·· Yi!" @ 12" ¼"@ ·12" 1/2"@ 12" 1/i' @ 12" ~~r 0-:r·i'i -. ···---~ r._2_f} ___ r.-""--=~--1-:" 7' s·, 12' ,o•.1 1/," @ 10" 1/,"@ 1011 ~2·@ 1011 ½"@ 1011 \.-i' @ 10" l--'£ @ 10" ½" @ to" 0 -· '2 . '2 . o/8' @· 6" 3/9' @) __ ?_: ~Ji' @6-;. ~a:@ .6: I-.:~---~:..----·~-· . ~-14' T6·4• 6" _:-a·~-6" 3 .. @ 6" %'@ 6" r8 'i' • I 4' • 4' lo 8' 8" Vz"@ 12° Y£ @ 12" Vz"@ 12"' !--f~' ,!:f_.@__l_g'.'. ½i" @ 112" Yi' qi 12" ------1·0" --:-~~--- ' l 4' 8'1o 10' Yd' @ 8" y~, (o) 12~1 !✓-" @) 10" !.;•• (@ 101' J,,• @ 10" .¾''..:..@,J9~ ½"@ 10" 14' 10'1012' 10" I;:••·@ 6" •~II @ 1211 ~~@"···10" ~:--@ 10" 1/i' @ 10" l--£ @ 10" Yi' @ 10" 2 . 2 2 . REINFORCEMENT. TOP .. B I t BothWovs 3'-2'' to 4'-0"1 4'.' ~11· @ 6" .. 4'-0"to 6'-o"I 5" ¾"@ 5 .. .. PLAN • DETAIL OF ANCHOR SECTION A-A • • CONCRETE in lop !.l,b shall be da ss A . REINFORCING STEEL shall.be~/& inch round deformed bars . CONNECTION _PIPES -ITIY-/ be pl"ed in any po,ifion around ,tho ~all, provided they poinl in _ihe prope~ diredio~ ij •. • • uid the position is othert:ise consistent r.ilh !he imprci'lement'p!in. _ _ , . _ . _ . .,. , • CURVATURE cf !he tip ind side11alls at guttu opening shall be.formed fy.cvr.ved forms_.and shall m,I be made • ~,: by pl1slering. . • . • _ . • . • • • .• ' . •. ' • 1; DIMENSIONS: V = 3 feel 6 inc~es unless athmnse. speafied. _ . . _ -~ FLOOR ci bas'.n ohall bi: given a steel-lroml:d firish ,nd s~aU slope from all directions lo !he ~tM; ~ OUTLET plpe slwl be !rimmed to lhe.fiMI shape 211d length .before concrete i?' poured. '. • ; •• • . •, .· . . • ,• . PROTECTION BAR' Horizontal protection bar shall be plain; round ,Qofvoni'Zed ·steel, t inch iii dlome1e,: a/Id.shall be.used when th~ h~ighl of the curb openinois:oreoter .thdn 8 inches.· Bar sh_oilb• •·: . • embedded 5 Inches, ot each end, . . . . . _ . STEPS; ¾-inch pliin ro~d .galvanized sf eel .step, (17 i~chas apart) requirod nhtn V is grealer Iha~ 4 feel • • • • 6 inchu. The fop step shall bl! 6 inches below the ~urface 211d shall be 2~ inches frondhe wall. Only one ,!ep ( f2 inchufrom fh• botlom l if V is 4 feel 6 inches ·or less. No steps required if. V is 3 feel 6 inches c,-Jes,. Sleps shall be znchored nof le,s than 5 inchu in nail ~f basin.-. . SURfACE of al expos:id concrete ,hall conform in slope, grade,color,fin:sh1:nd scoring lo exisling or proposed ·curb_ and 173.lk adjacent lo the ba=in. • • •• • • • CATCH BASIN NO: 38 ' . ,. "' "" 2 ! 0:: □ ~ • it >- "' a, t, a: ::J i'/ D cr: D fil a: a: a. .._ ___ .... i ( ffi"':--- CD l~ 2E:--.. 2~ (!) ~¾ 5 ~ c::c . \J\ Is~ ~ b IQ) ~ (j\:1) ~ B ~ . . E -...:::. ~ ~ ffi z ;; ru :;, t:l ui <O Q. a: ow I~ ~~ z~ • a. >- "' m t, ffi ::, □ □"' ~~ Q. i ; z ;; "' "' "' • ID LlJ a: Q. w o m I:;, " z . c • ~ ~ a. E ~ ~ b ::, i'/ ~ g@ "' re a: Q. ~; ~ ~ I I I I I f I I I ,,, ' I ·•. . ,",. I ·, \ .,;·\' I I l I I :,.,_ I I . I l l i----o·•----11 i-i=c--ft def. bor 1 "'o• ,l, ,I {It • ✓Ju DETAIL OF DOWEL Ont at each corned~ be ustd when top is poured ,sep~rat,. STEEL LIST MATERIAL QUANTITY. 3~ ·' ' n • 3-~ 'l>def. bar, 3-10 long both..ays C if t DEFORMED BARS 6 I----4'-0"---\---1 6"'unless ofh~r'lll3t spt'tif1ed. 3· IO"LONG ft PLAIN GALVANIZED STEEL STEPS . SEE NOTES SECTION C-C DOWELS-SEE DETAIL· 4 NOTES • CONCRETE shall be Class A. CONNECTION pipes may be placed in any position around the walls provided they point in . the proper direction ond the position is otherwise consistent with the Improvement Plan. • . DIMENSIONS: 0 • 18" unles.s otherwise specified. V • 3'·6" unless otherwise specified • EXPOSED SURFACE of the Junction Chamber shall conform in slope, grade, color, finish and scoring to existing sidewalk adjacent la the Junction Chamber. Where no sidewalk exists, the tap shall be finished to conform la standard sidewalk slope and finish, and scar-i ing lines shall conform as nearly as possible to 20" squares. 1 FLOOR of chamber shall be given a steel-troweled finish and shall s!apo from all directions to outlet • MANHOLE shall be placed in earner nearest outlet OUTLET pipe shall be connected to Junction Chamber wilh Basin. Connection. Monolithic Catch REINFORCING steel shall be ~o in. round deformed bars. Clearance shall be I in. from the bottom of the slab. STEPS: ¾ 11\ plain round galvanized steel steps are required as follows: If V 1s 3.5 ft., or less, no steps required. If V is more than 3. 5 fl. and not mare than 4.0 fl. install I step 12 in. above floor of chamber. If Vis more than 4.0 ft install steps l7in apart, with lhe top step Gin. below the surface of the chamber. All steps shall be 4in. {clear} from the wall except the top step, which shall be 2 \'.! in. (clear) from the wall. Steps shall be anchored not less than 5 in. in wail of Junction Chamber. JUNCTION CHAMBER NO. 3 PLAN 0 r1·~e·1 I 'i SECTION AA SECTION .· 88 Lowest step not m9re,.than 2' abov.o • invert . Number and size of Inlet Pipes vary. Inlet Elevation not less than 0.6' above outlets. . DETAIL FOR MEDIAN STRIP DRAIN JUNCTION.· CHAMBER NO. 3.;C • __ P:C:~:_, • 3:.::• ai. ,5;ml~:~ , , .shown rs:.o·m1n.1· ..-Ja,:~:rwi;•I -• ~ 4 -;-~"~',Pacers ---~-~. 'l'o1 bar# l~G"o.c. ~ :!,j . . . . °'-!,-"====:;~ N • . ·_. ·---, · · :: __ "C.;_t... ·1,rc.c. .. ~ .E .... ti ., "' 'S <.) ~ TYPE A DRAIN ' ,·.- I '.-1 I I r R. C, P. I I I I .. ' I I I R. C. B. j ! I I - LONGiruotNAL CUT • I For longitudinal cut~ if excavation j· ~•i_dth falls within 3 of a ,longitudinal I I Joint, place new P. C.C. Pav t. to joint. .a-'¾,".,boro· . • • ' !/e" # bars t'-6'"0.c. ~ TYPE B DRAIN Transverse ·Joint .,. Remove_ p_a~emen_t to Joint if ,.,. lesstnan 5 . Cut neat line PLAN TRANSVERSE CUT Where existing pavement.tni;ludes both concrete and bituminous components ,-replace with 6 A.C. Pavement. : All pav't. cuts, to be made w. ith saw. I Backfill between outside shoulder Jines and the R1W line shall be comp:icted equal to the adjoining soil. __j Replace P.C,;. Pav't, 9• uniform thickness I-Remove interfering portions of.tie bolts or dowels .. ( \• ;· }.; ~ ,:i: t,m'.~:. ~~-;~-,'.~~;i.~; .!,°!.~.'. ;J · • 1:-~ pav't. to clean neat 11.:in=e::;.) FfF~1-=;t .. c.:j~-'.~-:~;:::_ :;:\ =. ~--=. ,:;..;':,,:';=: ~~-~~-~~';. 1"' 0 :~i·_='.~=c:::=i.,=, =_:=l, I- I 't:I C :i: .E Place Untreated Ro ck Baso'r,++-t-.-,----------;-~--1--___J I _p1ace Non-Plastic Granul li6• £:! •. , \t I Material Subbose • a:! cJ l'--w<l-iiseplaco Native Material to 90,~%"'---,l..<O I Relative Compaction ~ ,,,.----- 1 . No flooding in plastlo soils. ·E / ...--~--..--.. If aide walls cave In: 'r<> '.•y-:· ,::_:_.;.-.-:.-,:· .. • •. '<: .,\: i I f. for.Longitudinal Cuts,excavote :r· 1 \ \:. I • to surface and !'into undisturbed (' R.C.P.-~ \~·\ I material,or to n~xt pavement .\. \ ·, 1 _! I joint If within 3 . ,\'. \ • V /.. 2. For Tronsversl) ~uta, excavate RC B .A • I ta surface and f.,, Into undisturbed . .-:; ' • • • / -;: ~ri:,~atifilifg i1.xt pavement / .•. • ~~-· "' .... ;.". \ Backftll enlire excavation as shown . BITUMINOUS PAVEMENT I \ I 't:I I C I :i: ,E I "' I 0 0 I .... ... :, I "' ., I 0 I 0 0. <l) 0:: I •• ' ., ' & 'O w --- . t si:oiine line Ancl'lor .i,,o6«··-·· ---4 • :..--.........r -J .:;--.:.:-..:.,-,;,,.:,. ,.-------_,/, ,r . .::C":: ----Ho tor'r_u~ations . • I----8" ---,.l DETAIL OF DOWEL. io bo used when 1cp is pcued ~epar.1le one at ei:'lc.h oorne-r ' f\)int A. .--:--S feel -1 r 6we !e d f i nr .sh_,.,_..:--:---- STEELUST . SHOWING LENGTH AND SPACING OF AEINFORCING·SARS w J/a"" DEF. BARS 3~x3!fx\{ DOWELS ANCHORS SPACING lENGTH GALV, ANGLE • See See De.tail Oe1ad Z'-O" 6. 2'-10· 4•-·9~ . 3 3 z·-s· s· J'-4'' 5' -7• l 3 J'-0 .... 5• 3'-10" G~-5", -3 3 3•-£i" 5 .. ' 4 ,_ 4•~ 7.r-3" 3. .l •'-o" 4" 4'-10" .s·-r·· . . . 3 .3 Longitudinal bars shal_l be J/s -in, round deformed ·~:!!_ars and shal.1 be not more than 12. ,n·ches apart. NOTES . CONCRETE shall be Closs ·A•. DIMENSIONS: AS :: 5/3 of CO BC :: 3ft. 6in: unless otherr,ise specified. CD = 3ft. unless otherwise specified, E F = 5/3 of W, W = 2ft. unless otherwise spec1f1ed, Full Weld 00ETAil OF ANCHOR . . ' . ' FLOOR of chamber shall b_e given a steel-troweled finish and consiructed on a straight grade from end of pipe to gutter flow-l1ne at point A. The v~section specified for • in,ert shaH extend from pipe outlet to a point 3 ft, from the gutter, from which point the ,n,ert sball be warped to join the gutter flow-line afthe outlet. . . FORMS: Corrugat•d metal forms shall not be used for supporting the top slab. REINFORCING steel ·shall b• 3/s-,n. round deformed bars. (!eirance shall be Im from· the. bottom of slab. SURFACE ,of. all exposed concrete shal I conform in slope,grade,color finish.and-scoring .to ,..,ting .or proposed curb an_d walk adjacent to the outlet chamber. • . ' ' ' , . ' f •,, . i\ ' '\" ' i :·, t ,·, " .• ,.,_·· ... ~ ';:, .. , $:.:i_' ;: :, /,,' i". ,, -, ' I ,' .i ' • 0. >-[/) a, t, a: ::J i'l D a: D 6j a: a: 0. ,._ ____ _. i ( C: LU ID 2 :::J 2 0. t!I~ -~ 2~ ~ ! ~ y ~ cc '§.. □ . ,._ ____ _. cc LU ID __ 2 N ill <D ili :i:"' ~~ :I ?ii ~; a: a: 0. i -:-.~-,:..,....,~--'~ -. ,_' ... :.;..'._J ;,;: : ... -~-. I •-' • ----·-. -----~ --·----. ~--t ' . a • ---f ' I I