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'o Z Ui O Co W �1 C W M m 00 N ram- 3 X I m o m II IV -0 rn 4 m m rn � w rn --- m I n0 (A CO � z b m m C i 3.-ti2 J M I '. ` N rn :�E t I _ L I nY— t O 6 H i fA 2 iiv � f 4'-0" i\\ m II" I Lr 42"' n - - _� j O i FARA!L£L TO GR, Z D I �\j D �\ A Z n ® 0 O r �=W COD > n m DDn r p< D O< y Z< M Z D r I 3> D a_ I 0 / + 1T I I I � I 0 0 m j m M z x m rn z Z N C Z R.O D mM O 2 O m 2� m ZnDC Z Dn Z��D ~OCRRIOD XT C� rC o10 F mM zo0- <�no Zm U) Co o—C N� v�m p G O� Z A W m O- A x 0 Z Z m O 0 L) . o�z p Sco n CITY OF WATERLOO, IOWA cn m ENGINEERING DEPARTMENT FY 2017 BRIDGE DECK rn m N 715 MULBERRY STREET REPAIR AND OVERLAY PROGRAM WESTFIELD AVENUE M :EtWATERLOO,IOWA 50703 BARRIER WALL EXTENSION o (319)291-4312 PHONE CONTRACT#879 DETAILS a� o o, (319)291-4262 FAX eroo ?; m O COn co WCA m m N co n u ,, m= .` pa 9+25.00 9+50.00 9+75.00 0 10+00.00 10+03.76 853.36 853.66 853.36 = 10+Q0 `'am E EV = 853.656 N 10+25.00 854.08 854.22 854.08 W o O 0 0 10+45.56 854.77 854.77 854.77 ry , O _ r m BVCE: 854.81 O 'A < < � tw Alzn --o N r U) < � � � � 10+72.85 855.40 855.38 855.40 GO n L m D m G7 < m D � . � CD p cn + CDN co � W � Ul 10+93 1 1 CS: 10+92.85 `n co 60 EVC : 856.26 11+00.00 856.59 856.62 856.59 1 +00 # _ } BVCS: 11+06.79 mcn BVCE: 856.97 _ < � m � -I 7-1 Ull.11 a; 00mDm :1 O o co c + < D O v, n 00 O °° rnw + _ o cn � 11+47.38 857.82 858.12 857.82 EVCS: 11+46.79 0 cc) N 0) 11+75.00 1 857.82 858.12 857.82 ". m -u 0. a m < o C/) 12+00.00 b 857.82 858.12 857.82 D �12+00 Lu cri 90 N p OO c� 12+25.00 857.82 858.12 857.82 o Z O t 12+50.00 857.82 858.12 857.82 m 0 o Z O n 2 ❑ o --F X OZ D � Z D 7 zFcn 12+75.00 1 857.82 858.12 1 857.82 Z cn O � O Z Oa D rr- D 13+00.00 1 857.83 858.12 857.82 r 1 co � 3+00 to cn V OD c0 O j w y 13+25.00 857.83 858.12 857.82 o CITY OF WATERLOO, IOWA cn m ENGINEERING DEPARTMENT FY 2017 BRIDGE DECK ym 715 MULBERRY STREET REPAIR AND OVERLAY PROGRAM WESTFIELD AVE. �m WATERLOO,IOWA 50703 o (319)291-4312 PHONE CONTRACT#879 PLAN &PROFILE d a, o (319)291-4262 FAX �e�o0 mx ?a0 . Curve Table: Alignments Curve# Radius Length Chord Direction Start Sta. End Sta. C1 961.77 137.25 S510 40' 24.93"E 14+22.68 15+59.94 00+94 ,P 00 Cn 0) 1347.00 85f.83 859.12 851.82 ^C.n' 00 a a 0 13+50.00 857.83 858.12 857.82 • R,. 13+75.00 857.83 858.12 857.82 00+ 14+00.00 857.83 858.12 1 857.82 'ZZ' (� z 14+25.80 857.83 858.12 857,82 PVI ST = 14+24.8,, � ELEV 858.12 4 t weµ 14+50.00 857.67 857.97 857.68 a 4 14+75.00 857.51 857.83 857.52 r 15+00.00 857.35 857.68 857.36 I a 15+25.00 857.19 857.54 857.19 o n M = t :E 6 'Z « 0ZD OJ ZD � yCD 14+94.80 END BRIDGE AP ROACH Z r Cn C) 15+50.00 857.03 857.39 857.03 _ HP 9 V, zm 0O D Z z � D O mi 15+75.00 856.86 857.25 856.86 co o ' V Cn 16+00 a , 16+00.00 856.70 857.11 856.70 PVI STA= 16 00.00 ELEV = 8 7. 05 . 16+25.00 1 4 16+35.33 " o CITY OF WATERLOO, IOWA cn m ENGINEERING DEPARTMENT FY 2017 BRIDGE DECK A = � 715 MULBERRY STREET O0 m " WATERLOO,IOWA 50703 REPAIR AND OVERLAY PROGRAM WESTFI ELD AVE. (319)291"1312 PHONE CONTRACT#879 a) PLAN &PROFILE er o0 0 (319)291-4262 FAX o • • c Q C (D C) Tr T� kQ 0 Ul 00 p _0 a m cpi U' rt Q C> D - ci Z cn O (D u>• O Q O N N O m rt N Q C Q Q O C l < O 0 O O (D �. 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