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77,
<br />S4
<br />t
<br />Its kill
<br />c
<br />Fo
<br />r exposed
<br />4,
<br />4 fop proy'de
<br />A.
<br />S b bar
<br />J* -ia, IX
<br />*71, 1�4
<br />nd'
<br />t
<br />#4 elO each w bars
<br />adhitt quantities
<br />0F. 9 t (111,4 4 T 10 N
<br />STAND
<br />Pt,9 BOX
<br />tir, OR MULIT"t Ai
<br />i*1971 W+T;J I N 17, 11.t ill! RE V t'j 1 ON �3 'AN0 A li 51 J PIP D -
<br />A L ARQ S i
<br />Nd ,
<br />AN P�Sl(
<br />3 AS SPA14 TIMES 17, IGHT Y4 -L R "R 0' a bars 0
<br />ON P LIAN, ;Ili IMAX 1*3 0_0�, A Q�n' 0
<br />�7,
<br />6
<br />P']� BY A&TERN-ATIVXIS.
<br />C�)NS AAK ES G
<br />sij�t$ ',S�Ovq ?16R f�". S, T() 20' MATAUI�-
<br />�,J) I?Qk C . U L VE 14 �r S WTIFKf� F �,Iti; I q D A 1' 1 (XN' W I J,!, U YOLLOW,
<br />kt� a WIT11 2"
<br />TIMS: 9 x 5 RCS WITH 10" .01R� P3L� "JO
<br />L I PP RT
<br />A
<br />0
<br />4 A
<br />L' MATIVES:
<br />VE R,
<br />INVERT WILL BE SLOPED UNLESS TR 'FL -AT bars
<br />14"l Filial$
<br />0
<br />AP 4 Z 0 ID AL fNVERT'If
<br />0
<br />f� VAR tv, PECIA D I (N IS R F, `XJ I R
<br />S C OVE R 'HE IGH T�, A 5 XNCLbgl� i� 4.1
<br />qS i;, Y I NVEqT OR 11 IN'vt R V ;�.
<br />Optional const. Jt. 4 0
<br />3/4"I'min', Fillets
<br />#4 d bom .95 Span
<br />LOAD FACTQRS f 1. 7 1) 1.5 F, t ENDS OF CULI�T� RT W1 LL SE ROUNDX:D UN L_�, S `,SQ0A",_ENDS`1 A
<br />Optional Con3l. Jt.
<br />49 0
<br />14 d bam Allow
<br />.25 Span
<br />-aving notch
<br />F, ZART� LOAD Provide p
<br />-Jr
<br />'i d 'over ov#r
<br />a bar$
<br />IMPAOT' 4 -#4 t 18 for C
<br />S'6 IGNA fe t) IN fLAN S iv(�14
<br />J .1MERF, E� DEAD LOAD
<br />14 L I Vl� LOAD PARAPETS WILT, 13E A IS SHOWN UNLES8 1)
<br />DESIGNATIONS MAY 31�'D11PIlTIRgANT 'FOR INLET A N b OUTLFIT' 4han top is expois
<br />f
<br />f
<br />8CTJCTIO1,,T FACTOR
<br />CAPACITY i�
<br />OES NOT APPLY 'TO 13 OXE S IN STA -DS
<br />d when pavoment *4 P, 18 max.
<br />N L, A R
<br />$tl�VICE LOAD Q'I 1E C K D
<br />QUAIIJITI' 5:
<br />"ITIES ARI� F IE SLOPED I N VE R AND DO NO, !�;CLU64
<br />QUANI 0 t,
<br />ts P.C.C. and adjust'
<br />VI) INA t., B� TEMFI�RATV F, REINFG- ars
<br />R C B RC8
<br />5 P L I (ig S rLi T,()N� I T, R N�ok
<br />OR R41ZP0RCFl1<-NT F OR
<br />MENT FOR R(,,OF,' NCR -#4 C818
<br />KA L LS OR PAWN(; NOXIIHS.
<br />I M P A C A B G VIE 3 0 VE t�
<br />2 0-
<br />V%1VACT U'T
<br />mox
<br />71
<br />OR 0
<br />MA IN REINFORCEMPNT I$ TO U PLACED TRANSVEAE 2 c I'. (T_i2l
<br />i A
<br />MPACT 2 C'
<br />T.S, R A D I A L., WTM� N RADW, (Typ.)
<br />SPACING IS A IF '0' Afternal'tive
<br />All native
<br />_SPLXIII`�T, RE IN F ()RCE KF N'T C A C Of) S
<br />T *N 7��, ROOF IS G 111I I N A T., L�Y t . it,
<br />ION —7
<br />To 2
<br />'A -IS �C� OW Z N'
<br />N 1� it oln St.
<br />ON TTJr: TDAI,�D PLA�N,3,, A RF, 1or to, '.Ii, �y r) pof< (fiz R,rs.
<br />A TRANSV?_;R,
<br />BOX STAN
<br />A
<br />IN T, t'S, "7" Li*dXtVD-!NALty' W,f PTif OF TRY IN A C OR R OfS, 1 VF, 5 N V TR CWMEN OR IN't tv R (E RF (;L�VtRF,
<br />A Y,13 -1 To A' R E 1 N F�b R C I N
<br />TRAF�IIC IS AN 3FD PAJ� L _,E
<br />A
<br />ABRAS114T Ftlow
<br />Consi, It.'
<br />0
<br />E Lli, LOAD S D I S TA 1130 n,5' UNTFORKLY OV 13 1 A 1� (�IT A I F T, f it, s I, ES 0E, w 1i ll-1
<br />Lj�Y T11AN
<br />T VEN Q14 THIS P
<br />OR
<br />�!a:, Nr) UN LFVR'M1,Y 0 Vf' R Tj� I Lkill ATANI�A
<br />& ' '
<br />ARE 'I T S MW j)i,?TH Of' COVER, 131L, c _i4o-p UI,VFPTs W1
<br />qT IN,
<br />ON 11tE Roor, OR, 11 ON, 7
<br />'U N'7"-' AT 10 N8
<br />4
<br />A L PA!i i RAILRQAb Lo
<br />W) tF 'ON
<br />rNVE;RT FL�, re"�F, Allivi'lirlpflie C E 1, T,' ,N_S 01 ARSA8 VRQM S _AL iE L, L, S
<br />C 0,1.4 �S T L LC� AIS U11 R 1 BI 1) AD ING
<br />A TI
<br />R R 4T A R .F, S1614
<br />Irlik AREA DEFIN-P-D BY 9UT Tffl�
<br />0 V*9 R,� L LON
<br />G . Z9 TOTAf,
<br />Ir
<br />UNG F Ira SUPP6RT_1NG F. G LE c I lyl; 3 -OR MOA
<br />ik
<br />C R L L,�
<br />Ablt� R E I C E F j)
<br />W'li L LS W ck;[,rl5 USE b Oafs,
<br />(�PUIAtR 'THAN AND'Excvr 'CE BF T3 Y2 Soon
<br />DS 'DISTAN Mt� F F X R I R FOk WIT11 HOk ThAN" Two
<br />c bo si
<br />R TKi� �!'�ANVAAD
<br />CONDtl"10 S:
<br />"POUBTY, BOX C U t, W� -N T A ND VJ A
<br />ARTIf FO
<br />ACCORDIN,,LY. 4
<br />VE RT I A L
<br />--S 4
<br />RTICAL,
<br />TYPI'CA SECTION PANS THRU 8
<br />140 1,13,/C0. FT. 13 ( )R I ZIDN �-A T3
<br />140 Cover WR S `TMCAL --SE PANS 10 T HRU
<br />I MR I 40N 'TA T, P'AR11i "PRES;504�,, SHALL N OT �IE c"I'loN S 141
<br />LM4 POSTOWE,
<br />1�0�7NTI' Vp TO 31 c ('IM71-1 R h
<br />10
<br />SI:
<br />U0 OTRE
<br />t. 0
<br />3 K_
<br />is 0
<br />ljl� "d
<br />U 2 COVER
<br />ic 9
<br />,AX
<br />14' f.4 Ic R,
<br />SiiEAR End of oaf �Ip#f U PRESSURE(
<br />_tA KE N A' CT, d FROM THE, ME Aa R IGN GEARI
<br />3 5'
<br />bar%
<br />$MAR IS
<br />Mr- 9 S I V9
<br />ION
<br />EX6,
<br />bars
<br />141r D N8�7,ATTVE-MO P"
<br />LOADIN�(i ON
<br />(FOR '11TY) hO NOT A'P
<br />-Nt,
<br />13
<br />S OS' NO PLY AXIL
<br />r
<br />k
<br />S PE 14 7 ED IT I A\,
<br />71,�
<br />spcin
<br />r- c P A.NY I N G' kANS
<br />P OVIS S'P A N
<br />NS71,RIU1q,ri0*
<br />'WAL L
<br />-EIGHT 4
<br />H
<br />FACHT�D A
<br />Nor or
<br />SECTION.
<br />5L AB
<br />D �T- C.I SE
<br />3' 0 PSI AN CUSMoN., A. D, 0 ',MQx1mU_rn Elcieth Cover T
<br />PLAII 'I ONTRJ C T I L A OR U '14 y
<br />PAN S to
<br />FlIo
<br />8 TER
<br />f
<br />rANS
<br />T
<br />41 TTE
<br />N 0. tXPA SION- JC NITS SHALL BE P.ER'l
<br />T:S
<br />"'ROOF AND 14AL8 td' tn-d
<br />P TIAC E
<br />R S
<br />4T tILLFIR At 30
<br />X P A'� 4 S I QN WHEN COBR
<br />:1 /2
<br />Oz e, LA CE _TD 2
<br />Vf� V74 ?�Vtti ROADAV' L At, No. 7
<br />LN, I F ?A
<br />i dz�.Mps, LANE S 1; 4, a a r N 0. 7
<br />S Pl� �i tE NG nT
<br />WHEN QOVER IS 1-`IORI� "!IiAN
<br />`2- tXPANSION JOiNT A 30"t C5,NTERS toe
<br />T LnOC AT t ON S Dimenolon
<br />b"
<br />DD 1'�
<br />P�� " EXPANSION JOV
<br />ew
<br />"Oltnenslon
<br />VOMAT LON AS D 1 RIE; T E 1) BY
<br />FIR
<br />ze
<br />Bar
<br />o I �,l S - 'o-PARY JOE, BE 1PER.MV -4
<br />I A T c
<br />IT Ml- MAY (OR RADrAt.) T
<br />D6m'e6s1dn
<br />is 'To S If 8AL
<br />le, Size Bar -4
<br />C o nc re te
<br />c Y[L
<br />P cuToFF W'Aus,A
<br />PAOVII)k�'r) AT ANIJA)R Relhforcement Lb,s/ L F
<br />BE 9, X N V CON-DITCON Etavotlo.ri
<br />AS- BUILT
<br />MICROFILMED
<br />MAR 13 [979 CORRE&IONS 13Y
<br />0 P A I f, STANDAP _0N$N'
<br />NO CIIANGES'X
<br />DATE l I?P?
<br />SA-C j< i? L f,
<br />8'C I F, L A T T 0 N IS -EXCEPT 7HAT ItHF,
<br />vgt 6F 13ACKFILi' �4ALT,8) SRAL[il �40T ?1 XC B P, D FLAT INVERT
<br />(AGA I N � I
<br />ji�
<br />I0 TA TA L
<br />R X, -4 /14
<br />mi � n - %
<br />F N, NO.' SHCETS
<br />COUN JOA
<br />0"
<br />TY QUIN
<br />D �,T, A
<br />K sH(r%T -r
<br />-PR0Jftr` OGMKR� �G' go�* `8 U B M It T E 13Y DA -APPROVALR 0 "DEO OY DATE
<br />B, X -CU 7 ILS'
<br />OX�'It C
<br />
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