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D z 0 = o T G v Z ► -r -o 0 0 v v o o- m CD o -0 C cn 0• c o' _ 0 MOM `I co C 0' N (/) o ° 0 O 0i = 0 CD m O r o Z — 2 IN i I— r-- 0 — T II 2 C z _ II yr v m z ►IMI S A . . 0 — D C PO. m < -o -r T a T X Li) , a) 0 H 0 ST. �� ' ,Co< OHI0 S I . 4� c.�� c) .\-\2' • Y D CITY OF WATERLOO, IOWA \r— m ENGINEERING DEPARTMENT FY2014 STREET lor•!,J m N 715 MULBERRY STREET RECONSTRUCTION PROGRAM /�•� %��r�1r, N WATERLOO, IOWA 50703 CONTRACT#859 W 9TH ST./BERTCH AVE. �L,11. o (319)291-4312 PHONE INTERSECTION �T A (319)291-4262 FAX DETOUR ROUTE er00 °` 7 XXm ;; m z E - 0+00zz oo* *= O> m I a00 zz --I -I ... 0 a 22� q (I' } @@ - I ' �m P ! iii,N @ q y Z mrn - - i+dbl . mDm z z .,a z �c z 0 ` r O cn ol ci w6 _ m r A W y - n Oc 2 a O m O 25 ' 0 0 0 N 0 a N 4 0\‘,„° m G U L J BOP N w A o o�i n°c 120' M Q I 2+00.00 865.15 865.45 865.18 I1 a O N•; _ • CO •FR �� N r W 2+25.00 865.00 865.30 865.00 � 8 ' �' �`' w ( o OO I 0 • H Z ra 2+50.00 865.42 . E, . I�:° " I ' WEE\ �r . 1 ::::� - �I c) .•••.. cn coNc. ::::: I m 2+75.00 865.54 f',1''. APPR. .•. •❖., � N 3+00.00 865.66 �3k 00 rn 6) cn W U, I 3+25.00 865.78 D 1 _ i ' 1 O 3+50.00 865.90 � CONC.0 0 c APPR.: - O C 3+75.00 to 866.02 Co --� I 4 I SAN m m- 3+85.83 r- 866.08 r 4+00.00 * 866.15 I vI D O r 66'ROW 4+25.00 866.27 I ' -I w 6 �-3 -6-!_ �, D 4+50.00 866.39 ? - I v m N B S: • 62.50 Z CONC.',-:.:.: N --1 N 0 APPR. � 4+75.00 866.50 CE: 866.45 m c / W m o 4+86.64 866.52 Z - CONC cn r•�_�._.i._._.__._... 5+00.00 866.52 p rn APPR.:.; m z r « � i -- 51�00 i o � NcDi l < r � W i or xm % 5+25.00 866.44 O) m > r � N C � ? � I 1, pN . N GONCI, D \�\5+5000 86627 O rn APP _ :__'�'. L!\ ' v ... ,,, > rn D v_' I I j ! rn \ O 5+75.00 865.99 D rQ \ rLi .;CS: 187.50- CO •..5+89.71 865.79 m N 'l ;�;�; CONC: 6+00.00 865.63 VCE: 865.82 :!;!;: aPPRG> co z° I (.31 i DOWN I G C-. 6+25.00 865.26 w Cl) [ �I = CONC.," p 0 I rn APPR. : I ( 6+50.00 864.89 m I ' Co Co -. N CONC. - ( ' N APPR ;..., O 0 i ' 6+75.00 V 864.52 Io` N o W' 1 r� CO D cn I C D I 7+00 00 864 15 A 1� �••�•� _.�a -„--- 1 I ;:;:; APPR •04+ I ' ST 41. CONC.! !••••+.1 --'- 7 IH''' 7+25.00 863.77 ••' " I 1 1 G 1 rn m O , 7+50.00 863.54 ii �._____.L- I Cif D n CONC. ",�;�: •7+75.00 863.3473 msO mD mO :::APPR •; co i >r < HI m m m8+00.00 863.14 .L m W ( r - �4OQ' N 8+09.14 863.07 z = N0 14 1 N 1 W O O 8+25.00 862.94 W°' I O z m z W u� y - . --i - z O1 ' b� # 1 L r O m m 73 i l 8+50.00 862.45 862.74 862.45 i 3 -r° ,-.. A m n rnj l I 7 .26' m m W D CITY OF WATERLOO, IOWA Co m ENGINEERING DEPARTMENT tA��[•�J. iv = w 715 MULBERRY STREET • • ' • DOWNING AVE /�:�:`�r��- N m A WATERLOO,IOWA 50703 • • • �T1 ,%al, (319)291-4312 PHONEWREN • • A (319)291-4262 FAX L.._. t v 4� m N Oa i g rn N Co A c . > - W r u u zzz nco 0, I a 77.26' D 'co * * m m <= s w �t ••I.ii•. ..„ .. ..-w._,. 8+75.00 862.25 862.54 862.25 A O CO r0 Ca D liii w� 14.: N VS 9+00.00 862.35 I ,dal o IV N APPR. ❖••4 • • 9+25.00 862.15 I rn `tzar �li v� `� w w Z Z Z0 i 46'9L \ / 9+50.00 m 861.95 rn _ ( I I w G m c O f �D E E\ �V - r0 O _ ' 'D D m ..'�4 �:1��; ONC. y Z Z m CONC. p•••; .❖�: •PPR. 9+75 00 fin R61 75 I II II Z APPR.; O;i' I I ( C] N V a el N cam N O ow4a 10+00.00 861.55 .c,,) 1 Ili v1 0 # co Ii L........_10+25.00 861.05 861.35 861.05 , to - cm I I o V cn € , 10+50.00 860.74 861.06 860.76 CONC..''.•„ APPR. ' •••: 73 10+75.00, 860.43 860.76 860.47 w m 10+89.31 860.25 860.60 I L I -• III_' I @ m ' Cr) m 11+00.00 860.11 860.47 860.17 - M Z CONC., •.•A +0 : m ca APPR.. .0•• 02 O. 11+25.00 859.80 860.18 859.88 - I I/ C oI c 73 + rn GD m • y' 7, O 11+50.00 859.48 859.89 859.59 m A cn 4, • I r tJ II na �. ? L O ' - 00 Iv m o CONC. •❖;•;: 1 C 2 11+75.00 859.17 859.59 859.30 •_ 6 9 I APP-. ...:4a '�: 1 31 1' a . 11+93.79 858.93 859.37 J 1', link,r i v w 12+00.00 858.86 $59.30 859.00 e II " E j •- NVS 12+25.00 859.12 I CONC.:•;•.; 'I p I .•. ` APPR.- :•::�:'f - 12+50.00 858.94 D O w �,,,N D rt�� cp I I .414 _ ALL D z � � `" U L I A\ S ri 12+75.00 858.76 O A I I Z ., CD ^^ CONC. ••;•j. 13+00.00 858.58 I V/ APPR. ��jp ..❖E t w 13+25.00 858.40 m CONC. NW APPR. ,•;•;•; If , w w I I 1 D zp D 0 13+50.00 858.22 v ••I c c CONC. ;�;�;�; w I I w APPR.i_}❖:1 m w it O m 13+75.00 m 858.03 W . S, lg. 14+00.00 * 857.85 �j 14+05.5/ r;' 85/.81 IA) �6'�!`_i I I •000 •••;: CONC. D ( 44•! APPR. 14+25.00 857.67 m I I m � � I r o �71 w' ' I . 0m 14+50.00 857.49 co m I z I I a Z ® 0.) ,m 61 z Z CONt •.•.;.' -I I 'c i •14+75.00 857.31 = APPR. ,,•..y., 4 i m I I � m 2 i w _ P ITI v I A v ; --- DTI r ( v_ ; 15+00.00 857.13 _ -I w �', D +I$t m�;, 15+12.76 857.04wi • (/� co IN 71' 15+25.00 856.95 , �! C') _ tt APPR. �O$%% /:.� w } NYS 15+50.00 856.32 856.77 856.47 D .`= �C .. a%i .q �+ com S • ,\'• W ! CA \ -0 15+75.00 856.22 856.59 856.29 w \ 1 \� '•'•'� w ht r,,,..„ 11 C °z_ -wi w 6 L m I 16+00.00 856.11 856.41 856.11 , °' a n °' Q+i i EA 0 ST. Z po 16+25.00 w 856.23 u p wo j 0o co .- CONC.""•••• 09 16+50.00 rr 856.05 APPR.;..;+'�•:' v ! w C • O 3 p;��s_j CONC. 16+75.001-0 r0 855.87 m ':'•.:' ! APPR. o fie co 9 17+00.00 855.39 855.68 855.39 S CONC '+.•� w I m APPR. ;$1:4 •+ .., ; � i 1 v D v CITY OF WATERLOO, IOWA v v v Ch m ENGINEERING DEPARTMENT 2014 STREET v��+[q w m N 715 MULBERRY STREET RECONSTRUCTION PROGRAM DOWNING AVE '� 4R• J►1 - r N WATERLOO, IOWA 50703 CONTRACT#859 • '1',r'�i; o (319)291-4312 PHONE DOREEN AVE. TO ELEANOR ST. '(- 74 319 291-4262 FAX o'( ) eroo CONC... ii4.41 = .n X X APPR. '❖••:i +ego m€ rnp Np w w vwp Z Z u u .!i 1 9 3 17+25.00 855.21 855.50 855.21 _ II W W Km= w ` j 00� z� I I H-�i � o 2 2 N @ crl 17+50.00 855.32 0 0 _ �Dij:' CONC. b _ 11 o •;•;•; APPR. 17+75.00 855.14 C _ O O CONC :�;� �� z APPR.! O❖. , -w C I Z Z •iiii -r pCJi rn 34 18+00.00 854.96 _ 9.QO ' .. 18+25.00 854.78 854.48 = D ' _ 0 w w , ,.. o r' .0 . -�- v -� jj w cn cn �' i D 71' e N m O �� 18+50.00 854.60 m I r w o �il 1 c) Cy; C j I .4.i 71 18+75.00 854.71 M -0 v _ 1 I. . w- r• 5 CONC. y0 Ih1I.. ,,i;� SAN m < Cn APPR. 'O❖ D y N 11 , 19+00.00 854.82 r D e.JI i110 q c „_ 41 I ' 19+25.00, 854.92 854.63 _ I 1 \ O - S T. \l �' E YLVIA o 0 0 0 00 mCONC. •.4 19+50.00 855.03 0 PPR. ••:!:*:; ` m L Z- o I < i.4 u ZC0NC. •;:,: 19+75.00 T 855.14 mAPPR.':.,'•:�2: I wO (12 r No R0N€ CONC. �2 w 20+00.00 855.25 ti _µ m ? APPR. __-y -f----I N cCONC •:00 (,�1 i .11 w ?APPR'• •••O!• l 20+25.00 855.14 is m C • ry M th. m1! sck : . cq II 0,20+50.00 855.04 r D , 1 .[ co cn II - m �� N At o 20+75.00 854.93 N +o - j } m 1 O O C r- 1 o L._._i o m 0 o j 21+00.00 854.83 o N m' e o w :A G CONC. .. * U± 000: N APPR. ,+,• i 21 21+25.00 854.72 Z 1 - I I 1 N Z A` p 1 4€0 21+50.00 854.62 854.32 0 ® o w CONC.' •••„' I w 1 • D j APPR.i :$:3 ��I I I , 71.2' 21+75.00 854.51 N < ./ . m m .: a "el ..., rn 71 22+00.00 854.41 71 22+25.00 854.30 r D w a w°_ '� ..•gip , CONC., itni \ ,gip , v 1 O APP- ;�;;I l 22+50.00 854.40 854.10 N m w 113(3RO L 1 rm- < z N v ' (� � m - m C� 22+75.00 854.50 I N -�{ -I 0 ® I N EZ i - N D _ . = I I Cn 11 r- -7 Oi i°i I . r oz 23+00.00 854.60 •4' N ••••°• �':. CONC.W + M C CONC :ill - •i�j t w 0 Cps O o Z APPR. W. II��, APPR. 23+25.00 c 854.71 m b Z 4 •, y y' a I.yyl w D (n `r ` I y = o C- m ( I 23+50.00 * 854.81 ? , 2 �; 0 1 co ro m cn N CONC.° �. I L t 23+75.00 854.91 d') APPR.' .•04.:0 I .3 24+00.00 855.01 0 w w°) ! I m m A I I IN 0 - c nG))> 24+25.00 855.11 O . \a _..._ jr) .. I'0 c CONC. : :•i I I :❖:i i CONC. ••• ••• 713PR. , o 33 APPR. •••••1 ;...�. __ 24+50.00 855.21 0cn I *V.- m > D o I I x I 24+75.00 855.31 z P. I 0 0N y i I t I 25+00.00 855.41 t t O i ::.�= CONC. z N 0` I w I!:❖'- APPR. O III 25+25.00 855.52 A m CONC;°�••O•i °) I o w v P. APPR. :•::: �I 70 co _N.......__.... �j ......._..._.._._...__.._.....__"'.__ 25+50.00 855.32 855.62 855.32 1 -� i 25+64.00 855.38 855.67 855.38 m n 1 Ir'�•,. CONC. 1 -_. g._; I li r.. APPR. «`V�1�"' i lid v Do -v. CITY OF WATERLOO, IOWA v v -v. cn m ENGINEERING DEPARTMENT FY2014 STREET t?�r[g, v. rn N 715 MULBERRY STREET RECONSTRUCTION PROGRAM DOWNING AVE / 4� l'; m N WATERLOO,IOWA 50703 CONTRACT#859 H`,�- I.: o (319)291-4312 PHONE STA 17+00 TO 25+50 ✓� - " �� (319)291-4262 FAX reran o` Ir- m V^ I i8'-i X m n u p ` - Z ( W= .' --I Gi o o CI) I. 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I C Im•I1-O 11p mF 1 I 1 f w .;,"n 6 a • o 0 CITY OF WATERLOO, IOWA cn m 5 ENGINEERING DEPARTMENT `�,�r/tno. z FY 2014 STREET �_� ��II�- 715 MULBERRY STREET �1 r�, w m WATERLOO, IOWA 50703REST RECONSTRUCTION PROGRAM TYPE E-1,2,3,4 INLET ilk (319)291-4312 PHONE CONTRACT#859 - T (319)291-4262 FAX eroo °. • v VARIABLE N o v _9— NCRE MIW. _ _ u CONCRETE WALLS m 90 (_o x ;� — I ,, D T I S F 1= i II O r yl n :x A' tom N� m D — r I D 0 V h r1, L^' l"n� W D 5 x C to . pQ �e Z ^ -I CO z v=^ .. �. Ic n x u By mw N ♦, 3 i " oJ' s —I—:i ...\7 c. OM. o own, 9kyo: I I 1 I F0 z5' 0.4gi 1 I 'hi. 4 .Q. ,, 2 i . Pr g n o > C CDmi C 2 KSR m m Igl; L_m m X op 1 me a a` c a°u mn i I g m r— 91 - 11 - -IJi IA x 41-p I o s 4R we Al D t — Dm A 0 7 . o n s P o A mLy I I 1IO-0 fmN Kn A On I > _ _ r —I — F V 1 D o z _ I _ — Fr • -`4 I_0 0:14 I �y� j q = `zm X g ; Ivnami z SR° ; �8 mo v� a F n o cl v A c .pp co O _____\ill 3•[76mm] H Orin VARIABLE y --I m 3-6•LIIN. ��$ m,� -I 0T, m D § CONCRETE WALLS z rT'I A r °gm ZZ 0° oo corn _ z u+" Z 0 fn 1_ xi �\ . on,?1 1 I �-. COC7 m T N C ... r. m Q70 1$ O v w C _ ° O� :: 1zo N a . E rri Q A Z (n E $$ ix N N 3 M C • g o 1 L; M �m \u M m i v 3 v.,.,,. . L., ,,,P <i R e C) i •I D m L V 1•I N 1X fM1a Lg < (§i �Tme1 � mN . iCO 2 A ' I I A. m rJ�i I 1q•i • I l Z N•u ig 1 P m P em m V mm. j m ° G = .,6,1,L� ' y $ s IF� 1 a• OmN • Nm ZZli Z 1A ; pi ip ' m, oa6 5 n pigJ' iQi,, O 'p°lR °4O A Of m z N:,.. _NN V/ 1 N 2AAf- U m NNVOo b AnR A= g A 111 ' R. 7 , • ;won A uo $ N9U 5 y IA'. m N4N5 /1p B Q m I � + IA5 Nb # U D y I .';Ov § F1. ��.:1 b r o 0 CITY OF WATERLOO, IOWA m g ENGINEERING DEPARTMENT FY 2014 STREET .r. .. �„II- _ ; 715 MULBERRY STREET \� G M w co RECONSTRUCTION PROGRAM MODIFIED E INLET DETAILS �1.,��i/, ITI N -< WATERLOO,IOWA 50703 A 3 (319)291-4312 PHONE CONTRACT#85917�T1 r o0 0 _ (319)291-4262 FAX r Adjacent wails may have different widths based upon pipe configuration, but structure must be rectangular. 01 Cast-in-place only. SW-602 Type G Casting 0 Wall widths vary with pipe diameter and range from 40 �44 inches minimum to 77 Inches maximum. Provide 6 Hw Two Bars 0 TopInches of wall width (minimum) each aide of pipe opening. P 03 Provide two /4 hoop bars at top opening and at all pipe t2 , openings. 1 ® 3 inch minimum wall height above all pipes. 26"dia. 9 P P t1 w3 wt Wall 3•-12'® Two #4 03 HooIlfPya B•)ars c ( Depth Wall (B'-O' max.) Height F...- Invert J D Y bt Lowest Flowline —14 6" min. I - i 8" min. Base � "c A b2 O • , rcw ps-oe-13 p:. 1.@•.: CITY OF WATERLOO MODIFIED — 6' Short Wall 6' I'f SPECIFICATIONS vrdtn .,,_.r SW-402 TYPICAL SECTION RECTANGULAR STORM SEWER MANHOLE 02 Wall widths vary with pipe diameter and range from 40 inches min`,'ium to 77 Inches maximum. Provide 6 Location Station inches of roll width (minimum) each side of pipe opening. —^4' t2 t1 r- 0 Provide twc #4 hoop bars at top opening and at all pipe / openings. 6" e t ipzc,® — Top Reinforcing Two #4 O Hoop Bars Longdth llD WI ,` j II ir / b2 J --b1-- w1 w1�\ -w3� 6" =0 • II _ • i Base Reinforcing j w2 , • 2 Short Wall 6" Width PLAN REINFORCING BAR UST Mark Size Location Shape Length Spacing „-� � �21� t1 See Table Top — LongWallplus 8" 6" (ii,„i'.V,,,,;, CITYOF WATERLOO MODIFIEDt2' See Table Top — Short Wall plus 8" 6" Diameter of 4a.6, SPECIFICATIONS SW-402 b1 See Table Base Long Wall plus 14" 12" Largest Minimum yam,s 0 s b2 See Table Base Short Wall plus 14" 12" Pipe, D Bar Size w1 See Table Walls — Long Wall plus 6" 12" 48" or 54" 6 w2 See Table Walls — Short Woll plus 8" 12" 33" to 42" 5 RECTANGULAR w3 See Table Walls — Wall Height minus 4" 12" 30" or smaller 4 STORM SEWER MANHOLE o .-- 0z CITY OF WATERLOO, IOWA �— V co D 2. ENGINEERING DEPARTMENT '1- . FY 2014 STREET ,i�■i\�I IrJ, p I W W 715 MULBERRY STREET RECONSTRUCTION PROGRAM MODIFIED SW-402 DETAIL iii0It_ 0 m N 75 WATERLOO, IOWA 50703 a 3 (319)291-4312 PHONE CONTRACT#859 -T1,t(�� _ (319) 291-4262 FAX �� J Adjacent walls may have different widths based upon pipe SW-602 CastingiN configuration, but structure must be rectangular. 0Provide two 14 hoop bars at top opening and at all pipe Adjustment Rings N openings. 02 Cast-in-place only. 4t1 03 Wall widths var with pipe diameter and range from 4 feet Top minimum to 9 feet maximum. Provide 12 inches of wall 27" dia.—� width (minimum) each side of pipe opening. 1• ' f' 10 ® 12 inch minimum wall height above all pipes. Wail • Two m O Hoop Bars 4w3 12"min. 4w2 De.pth (12'-0 max.) • Wall Height Invert Two y4 O fooars • " 4"--1 - Lowest 6 mi�n Flowline L/ 12" mix. Base 0 Foto C c XI 4b1 F rew 1w-21-09 w�•'i CITV OF WATERLOO Fti- SPECIFICATIONS 'fa:�(S S W-403 0lm O 3 T1 d 2 $ Short Wall 8" CA Width TYPICAL SECTION DEEP WELL RECTANGULAR q STORM SEWER MANHOLE N 01 Provide two #4 hoop bars at top opening and at all pipe Top openings. Reinforcing 4t3 0Cast-in-place onlyh. 4t1 Q Wall widths ary with pipe diameter and range from 4 feet 8" r minimum to feet maximum. Provide 12 Inches of wall width (minlm-m) each side of pipe opening. 4t2 4t} 1 4t2 Two #4Hoc 1 gars Location Station 10" I -•—:' �. 1 ~---------Top IIIIIII _ ® Ii Lon Wall } W9dth mow- 1I o / Wail 4w1 ! s row, 4w2 W II 4w3 4b2 Height i Two 4 O Hoop Bars Base 4b3 4w2 Reinforcing1 f 4b1 Y 4w2 ' 0 �4w1 4b1� / L "E 8" Short Wall Width 3 8" -.— I 12" min. Bose® PLAN {— 4b2� OL 8" Long Wall Width — 8" REINFORCING BAR UST SECTION A-A Mark Size Location Shape Length Spacing 4t1 4 Top36" 12" BENT BARS g hFwrenal 104-21-09 �� 4t2 4 Top Il Long Wall plus 12" 6" 01";') COY OF WATERLOO °0 4t3 4 Top Short Wall plus 12" 6" —} SPECIFICATIONS SW-403 0 4b1 4 Base L_ 36" 12" 727" 27" 4eET2 of 2 .8 4b2 4 Base — Long Wall plus iB" 12" 20" I 4b3 4 Base — Short Wall plus 18" 12" LI{ I L n Short Wall plus 48" 12" .—�Short Wall plus 8" { g' DEEP WELL RECTANGULAR 4w1 4 4w2 4 WWolisalls — Wall Height minus 4" 12" s? 4w3 4 Walls — Long Wall plus 12' 12" 4 42t Ail STORM SEWER MANHOLE o 0 CITY OF WATERLOO, IOWA 1/v CO ' > ENGINEERING DEPARTMENT FY 2014 STREET /rr['JI1 = m Z 715 MULBERRY STREET Oili;'�� , G m w m RECONSTRUCTION PROGRAM MODIFIED SW-403 DETAIL �1."�r /rn m N 75 WATERLOO, IOWA 50703 I //, A (319)291-4312 PHONE CONTRACT#859 ✓`-ram _ (319)291-4262 FAX •rer oo ° n i p1 Install four #4 diagonal bars at all pipe openings. SW-604 Type 6 Form Grade Coating ® Cast-In-place base shown. If base is precast integral with walls, the fo>tprint of the base is not required to extend I--12'---1 Slope Yr" per foot beyond the outer edge of the walls 4t `�c�s �,�� .�� , 012 inch mininum wall height above all pipes. TH 4"14rt 1-- ' Adjustment___ '' #4 bar - Rings Location Station SW-604 Type 6 Casting 12" min. #4 Bars at 15't \ o.c. Each Way O 0 0 0 O Invert 0 0 O O } Diagonal BarO 0 0,. 1 0 0 0 Short Wall (typ.) 0 O c 0 0 I= 2'-0" 0=t==1=E2 0 3'-0�� 000000 00C=000 0IODOE=O Base® V • r 00=0 E=0 .-..4"-'-_ 6" min. • 1 !�- ' - f Ai 'of B" min. j f Short Wall #4 Bars at 12" --- 6" -.-- 2'-0" 6" -- o.c. Each Way AID- 3,-0„ Long Wall 3'-0"- 4'-0"— .. SECTION A—A PLAN C gk)SUDAS 0 Iowa ceparnnent I04-21-m A �7 Of TlanSpataHOn o FIGURE 6010.511 STANDARDROADPLAN SW-511 SHEET oft o MAXIMUM PIPE DIAMETERS FEN50N5 New.Replace;SODAS Aron T1pe Y-N"Make. Pipe Precast Cast-in-place - Location Structure Structure o.s oaEtroa o s�„"£moos E„ „EEA Short Wall 15" 18" Long Wall 24" 30" RECTANGULAR AREA INTAKE sA D iz CITY OF WATERLOO, IOWA v cn -{ * ENGINEERING DEPARTMENT �'''��'� '' = R1 z 715 MULBERRY STREET FY 2014 STREET i_i��, 'f j c m w co RECONSTRUCTION PROGRAM SW-511 DETAIL �1."�r i/;•v m N 75 WATERLOO, IOWA 50703 -I °' CONTRACT#859 ✓ti-T� 3 (319)291-4312 PHONE a = (319)291-4262 FAX reroo ° /` ) i N om IN o _-I 0 Aii ror3 i ,,., SS A �11 R �� S 0 PRECAST CONCRETE ._ lit!, ,,n, m to / :c c� A ! �,: z 1\ y H 1 cpr �/ill, IP ////////I//i / i D $ 1 S A F. 4 m cop uni rim v o o A A i1 WM cF;a o n,,q H.. 07 VARIABLE 3•-0' �D lizlyIn a o°c,y p /sr� ▪ o A \�m▪>� m // m ....,, n ,„„„Ti .m 8 A 111 i" p a �11 n— in N. v ,„, . _...., a w , m I.LIJ ' �lINImmor �� or ;mTTam ... _; �,.., r I�^� ns Azyr °�v~pxO a �� om-m m cz'y;iilir H l II 14.y.. xo_, Gym,-,,"n"o W— nm ill c" yzN oymA 2 O2h°n A i.› 2 _i � Qp A om°csz,,00$1, mg 2 �6pmy ar..e.oaaLONGr" E zo a LDno° °z6 s n sxe m �g pm,nD , 2m mo N o ;m 2 m g N m g %///MI I'/////////%i:\\\\\\ \\ %///i» / g ti: H p111 1, 1 ( ilk,n z .f, ,, I1L 11. ,, II� z 111111, �g c'3 \sr-. . 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