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HomeMy WebLinkAbout1852-8IR-- V- - - - - -- -•-- - . • r . - - • - - -_ - _ I I - - • - - - - . - - - - - - --- . - - - - - - - . --- - - - - . - .. _ - - . - - -- - - _ ♦ _ - - - .-- - -- . -- _f .. .. - w- .. ..- r - _ -. '��•. -F'-` . •- _ . - --- - et11r1 �"" sT - 0 T E 2 . - - - _ _ _ _ . . • .. . _ . _ . - . _ - - dirt spatia/ MIA.' • • - . ..... _... ... _ , ... , w N'/t) / FR yr WALL WAR!# EAD .1 _ t ray sLu WoNlI EVENT, . w T OLW ST _. ' AV � /,� � Fat •rnswred tied,M Cam so" ,canna.& a 8 -saga. � E .•. -.1 �;_.. �.M►---...--t--•------•---1-------r0rloblt..;t. - •-••--4 10 To ) EE _ _ So* P* %F Der►i^9 ' I .I S1dr Open" {• U - -% i _ _ •__ ` .. N er ter tstcA wo _ I" anionsien'b' /roster Nnwn 4 "..me we .piss design N Mee tow[ ' ' . O T E S FOR JUNCTION ST R U C T u R E N 0. 2 6 3 I 3 p P ' r'q L Mo► rairhre•tarwN tlnown M line ragai►N aNuttwal pfele , C: ', Q: i 1• �s/n •/•C �fil n ` , ' �sl n D I I : t f. Ms clot r.c % ' 8 4 /? 1 1 F , IM"b• 1 • '�� _ _ _ -! _ _ _ _ .ALL AND FLOOR AEN 4RCE ENT_ i , , _ _ _ �,�` .. 1 VALi1ES for A >s C D E, F, G, L, Elevation R, and Elevation S. �7 t9 /? /0 4I �� /O _ The indicated reinforcing •1••1 applies b C•MI seem stw4wd , r "��` \ 'It•� r- !-r-r. • / - • 2. _ - Str6r' • -'.� .__________� AllCLlrDfogl'sf v' -•_____________t._______.________-_. .• _- f, .;•• shown on improvement plan. / 4' 6 16 J 0 6 1 - A Drawings Ne 2-0101.009,Ii0,162,163,164,170,1f5,24Mad &W • f/o� � � f QUo 4 i. P,,In/ H ; i I-�j .I ,� ;�!' .�,• iie-1 AN tNt11 NeMls t••sNretN M NI•el• d•eigwetN N !1•h li \ V ••�/yp , _ \ .. 2., PIPE shall be cradled in class concrete extending longitu- /� 4 /O /b S"' I �Q� ! 4 /O -� \ ��� --T �. ru • +9 •SYro' Af Qnodl� dr sett . Rl� / ine • fbint M • (' , - dinally to points 1- ft. beyond the limits of L H�4 outside __ __ - _ . g way MaM Melu1• Sue rNn/siting atoel ahattrn M Ibis `, - . - - , - � T -e- T diameter of pipe + 4" as a minimum. Cradle may be omitted /' / / / ' ' 'p / , I I 4k___-_ -rte- drawl&/. �-• 5 •Stro' Af 6rv*orsee wtv*f'' _-i CONCRETE REINFORCING , b / •�;`• on side opposite lateral inlet when constructed in con -11 cont etc i ' �:.: ''_: catch beeline earttreeted M street Art d « ,tete � • _ _ _ STEEL INSTITUTE \ faction with existing pipe storm drain. NalNuel• See �� b • CASE A A L ,M &V Ao& Cradle %I y . _ �';:' A RND B sr,Rs •hall be J MALL AND FLOOR STEEL . . SECTION I_ wsh.ell sod" Sue #allowing wallas•• rehurt .•N cad -------- SpReW IN!'k•/l'hrr�nseOr�2drl�lts,rear blT - I /�. ,'a:l: •/;• 3. car Ted to int not less than diatancel. _ IIs./ sNN roNnf«eelw••F. los tA11M `/Pi • l ' ' ..%'� ;;:' ;" ~:: �'�!'' • from center line, J�+6„ CATGN SAS/M /►F/14►fOR EAIEA► N' IM /* l �i+e%I� �� C « &coin 0e 1 v l ►s//�rK'ted lot/wlsKn east ort oco/ Dep ess�on Cot - Opening�, sI , "` (Rdo�und off) STANDARD AS13® REINFORCING BARS ar+eBers - -- ---- ser/ion shell con1brlrl to thot orconlralli g &Softy -T_ _ _ _ _ j 1 , . - - - l� • • -!c - - �. - - r eAR sizes WEIGHT NOMINAL DIMENSIONS -Na�NO SECTtows Y T� 7 tali Ilnc#. 10 ftN ar tslare _� L/nt T - - - - 5Th 3" ,,< \� SECTION M'�I 4: RECTANGULAR OPENING in plain line pipe shall be cut within these 7 /• 14 feetlirsl 7 h•1 or tuatstre _ _ _ _ .� ), _. 1- _ _ _ _- - _ ,+ Ee�s. G•/%� • ::: -� _ - -_ \ limits normal to pipe surface without damaging steel. Ste Special At* - - . - . .-. esi�l. . - � r . _ _ �, f • OLD NEW POUNDS DIAMETER CROSS SECTIONAL PERIMETER I Values for F, G, and L on improvement plan. /ly &W ~,sm AAA /-9 1419 21 Isotliftd) i Seal M an•tre ; 4 Cu A Point A- - - t 1 --/ r.nt B ' 1 G c31"0"c"[" ••I+••« R[R rt?OT INCHES AREA-SQINCHES IWHES �ELE s % -- -- «•r 211••# All '--L----- �'----ibriobk----- .-R--L- Virilb/d I ' - K tit-- - - - ---i •1lgaiv ' ,'� / Y(1/) FRIAIVT wall[ E/ll� MNCL _.,1► !' -- -- 'i - -- - - - - - - -1 -.� - y ,�� 'rblrs S. TRANSVERSE REINFORCEMENT in pipe shall be cut in center ofE t T ISAN MALL STEEL T � � � I S[M[RALI , � • '�- �`� � I 1-- - -r-- �•t _ � ® O •167 .250 .05 •78'6 I • Seat Aso opening and bent to uniform distance from top and bottom To I _ $1091 roinhrcoment " be per standard 0►sw"rg Ne. 2-0171. I � �'� t 5� / D 1 t 1 V TION SECTION D Nd� unctio truc .. MWI/ o A 4 61ars s a 1Mt I t ra lbs r �! ' r 1 Basin - 1 I t I CF.. �L E A I• I r of T n s tura.' Ir _ _ $1991 t• cswcr•N su►tace, and d•a.•ace, Mall be 11 inches. - ��"' _ i 1 I _� / 1.T�b�C � ____ - - --- ® ( .376 .375 .11 I.178- Ia-oc ` 6. STRUCTURAL CONCRETE shall be CLASS "A" e • ' e I _� _____ trJ voNey fyp Mtroll,suat•n by hth•d line M setlion, ragweed •' r ' I " • O. LwvfDeprwim i6off be LbseA ur► CSS ofherlrise spetcit%donprWVI pkili. e - ABLE of VALUE s roR 3 B • 3 I ? D 3 - 4024 - 3 ♦ /'' � I I �. /l when connect« pip• Is Ni/nod I• and well of a catch boom flow ; - Str. 6r. I ppb/Curb fncrsj • � - ,,mrd Q •, • b. EArvolrons o/ outer corners �Aown on /pbn. K /a a/evetiora ort sperl,w.• I 1 / lI _ -Q / _ 1 . • ©® .668 .500 .20 1.571 1 'y \ I T 7. REINFORCING STEEL shall be round, deformed, strai ht bars, •• 1 I IJbell'e .. 19lin ' • 9 S e • 3 p /?" 3� - �It? •3 ♦ /S• I Afl _ ( IZ• _ I f« Ihs d••Ign of catch �•slnt with . v-d.p1h •.c•.eing \t• - -�A- Ic f • • t�eouter orLowl Arprvis;on 11 cen/brm MRn�shedsfred surt'bte i -i--- -�--I •- / _ I 4 clear from inside face 'of concrete unless otherwise shown. 4 rti--- l'! -5 ra V 'wrlobkt :---- � 'I i 7 t9 ' ' ! / 7 3lIIIB 4 p24' '3 0 /4' I I t I Brow!_owl c M Iset, see tun required •tr"ctwal glens. \ t bbd[ An Lim- • /OM1 M C. Slbkts SKID// orf to Prost along the tivl/ey ons obn�g ttK ridpt lir» (&uhlr' I 4 , e. . STEEL CHEDULE as shorn. 7 e B • /j= 3!•6 �N • 3 %�" I I I II - _ _ ; ; 'slr0 R� - ; to4e oI'arlllal depressed ort&). Slakes of paints M one N Stoll be sin S O 1.0 43 .625 .31 1.963 _H` _j{-\ o . #1. 1 Nes •1•r hs wad w liar. of N• 3 hers -__ l� / e . , ' - _, I I w tollwwii •__ -strb ht Grvde orse�r no}t7 __� an o stroi htgrnde b�efwten lops ol'erxf h�ders(irono I�erlicvlcurve C �- --''� `l } !. 'MONOLITHIC ARCH: when Junction Structure No. 2 is s cified 9 /O I /1 F- � / w S - 3 // - 4-•� 1 • .,_ = 1 1 TABLED• I L> � se+r note 9lr). These stoker sholl not he removed until st belbre the � c =__= with reinforced monolithic arch storm drain, value D shall 9 /0 /O • 4_ - /? /? -T // J-1- I_ ` J_` ALTERtM1EVAI LIF ALTEIUYTE .Set /fdtt_b ;