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ADVUST/NG 1144NIlOZES PRI YEGYA YS (T YPE D) ASP114 Z T CO/YCRETE 12`ji ALT. STORM Sl MER P/PE (TYPE A) CL ASS 'B" CONCRETE (,OR/YE!?/A YS)
<br /> STA, /S/ 0'2 ! EA. F STA. L T. RT. W' 49 ' S. F. STA. ZrRT. F. T T.
<br /> R0,4DANA Y L s A ,C Rr. w x 0 S.F.
<br /> 01,408 LT. /2' x 3' 36 STA. 0400 TO STA. 17-064 6687 11, 50 LT. RT. 28 54 16 RT. /2• X 8' 96
<br /> 0t14 R7. /2' x 3 ' 36 °
<br /> / * 00 LT. / go x 3" 36
<br /> INTERSECT/ONS 3-it0 0 R7 34 6 f 18 RT. /6" x 8' 128
<br /> / * 03 RT / 8, x 3' 54 //AROI/YG AYAY 4 7 T. .3-025 RT. 34 7 -A38 RT. /2' x 8' 96
<br /> ADJUST/NG S70RM DRA/N INLETS / A s 9 IT 12' x 3' 36
<br /> / 462 RT. / 7" x 3' 3 /
<br /> tTO11N ST. 33 7. 5.050 L T. RT. 28 74- 87 �4T. /2' x 8' 96
<br /> STA. /41, 80 R77 / t 7 7 /- 7 12' x 3' 36 ZlAY1•S ST. 14 7: 81, 50 L T. RT. 28 74 03 RT. IZ' x 8' 96
<br /> 2 + 07 RT. 20' x 9' 60
<br /> 0. 17 A. C. D//tfS / 0 T. // -0 65 RT. 18 91, 0 6 LT. /2, x 8' 96
<br /> 2 + 67 17 / 2' x 3' 36
<br /> 3 + 98 LT. 12' x 3' 36 ORwE!?/.9Ys (TYPE O) 37 T.
<br /> /41, 70 LT. 2 1.3483 RT. 12 ' x 8' 96
<br /> 4 -0 /3 LT. / 7" x 3' 5 /
<br /> TOTAL A. C. 8 O 177 15-0 25 RT 2 131, / 4 LT. 18' x I' /8
<br /> CL FARING f GRUBS//Yri 4 '` 36 RT. / 2" x 3" 36
<br /> F/N/S11/NG ROAD WA Y 4 + 6 3 LT. 12' x 3' 3 6 AGGREGATES 7 6 '7 T. TDTAL /74 ,f.F. TOTAL 722 S. F.
<br /> 5 -0 / 3 LT. / 4" x 3' 42 PAY/NG ASPHAL T 4 2 7 80 S. Y.
<br /> STA. 0-000 TO STA. /7 -0 74 5 + 38 RT /3" x 3� 3 9
<br /> 6409 LT. 2O' x 3' 60
<br /> 6 -0 36 RT. 12 ' x 3' 3 6
<br /> � 6f74 LT2' x 3' 3 6 /3 •t ATSTORM SEE•R P/PECTYPE
<br /> A) FiYAMfS $I Coo Yews Of H.)
<br /> 7 -0 / 3 RT. / 7" x 3" S / O. / 7 • A C. D/�E
<br /> 7440 LX / 2, x 9' 3 6 STA. r0 57A. L. F. STA.
<br /> �P0.40LY,4Y EXC,4V4T/ON 7 * 471 LT. /4" x 3" 42 QUAA/T/TY
<br /> /+ 50 TO 3413 163 / -0 50
<br /> ROADWAY
<br /> 8 + 51 L T. / 2, x T' 84 STA. TD STA. LT. RT. L.F. / EA.
<br /> 8 1, 8 6 RT. / Z' x 3' 3 6 0400 TO D-056.5 LT. 56.3 31, /3 TO 31,50 2 3 7 3 t / 4 / EA.
<br /> S7'A. 0-000 TO STA. / 71,64 2,739 C. Y. 9 1, 39 LT. / 6' x 3" 48 5-0SO TD 81,50 300 34 50
<br /> /NTE�PSECT/O/YS 9 t 99 Rz / 2' x 8' 96 Ot00 TO /-030 RT 13d .0 / EA.
<br /> /0 -020 LT. 34' x 3' / Oz /-0/3 TO 2426 LT. 1 / 3. 0 TOTAL 700 LEA.
<br /> . F. 8-0 50
<br /> 11,4RD/NG WXY 92 C. Y. 10457 LT. 16, x 3' 48 /
<br /> + 56 RT• /2' x 3' 36 31,44 TO 4427 R7. 88. 3 // -0 65 / EA.
<br /> tTOHN ST. 63 C. Y. 12 -034 LT /2" x 3' 36 5405.5 TO 31,79 IT 73. 3 TOTAL 5 EA.
<br /> ZoeAVISST. 29 C. Y. 12 # 78 RT. 1,2' x 3' 36
<br /> 13133 L7. 14' x 3' 42 91,4 7 TD //-0 6 8.3 RT. ,2,21 . 5 1'8'j( ALT. STOR/YI S4!iVZR P/PE"(TMe A)
<br /> 7'&l 74L 21? 25 C. r. �
<br /> 13 -036 RT /2' x 8' 96 /d470 TO I/-038.5 LT. 74. 0
<br /> 13 * 177 LT. 12' x 8' 9 6 /31,90 TO /4483 RT. 93. 0 STA. TO STA. L. F.
<br /> /4 4 1 T RT. / 4, x 8 / / 2 FGRATES .RAMES 'E' /S
<br /> /47, 55 LT. 14' x 8' 112 /3100.5 TO /61,01 LT / Od. 5 8-030 70 /1465 315 l D•Z•�
<br /> IS 1, 98 IT /2' x 3' 36
<br /> CL ASS 2 A GGREG.4 r,E BASE /6 t3 9.5 TO 17-06,2 Zr /2 2. 5 /I f 63 Ta I54 0 2 3 3 7 STA. L T• RT. GUAN717r
<br /> I6 + 12 LT. IZ x 3 36 I
<br /> ROADGY.9Y J6 '- 61 LT. / 8' x 3' 54 TOTAL // 073. 0 TDTAL
<br /> 452 L. F. / 43'0 LT.
<br /> STA. Ot00 TO .STA. 1764 930 C. Y.
<br /> /, 988 S.F. 2 4 90 ,f7 /
<br /> /NTEWECT/DNS3 -0 35 R
<br /> TOTAL 2 2 0 S. Y
<br /> T. l
<br /> 3-0 3 o LT. RT• 2
<br /> NARD/NG 6Y,9Y 49 C. Y. S D. I. ( Type CZ45S 'B' CONCRETE (C eG)
<br /> 8 -050 LT. RT. z
<br /> JOHN ST. 4 '? C. Y.
<br /> LEWIS ST. 2 0 C. Y. STA. ,CT. R7 hUANTITY STA. TD STA. LT, SPT. L.F. /1 1I 65 RT /
<br /> / f
<br /> TOTAL /, / / B C. Y. 50 IT RT z 0 + 56.5 70 I-0 /3 LT 56 . 5 /4470 LT I
<br /> ,
<br /> 2 -0 170 RT. / / 4 30 76 2+ 8 4 RT. 155' s 15 ,125 RT /
<br /> 3 + B5 RT. / 21- 26 TO z+ 84 LT. 63.5 TOTAL /I EA.
<br /> 5 + 56 LT RT 2 3444 TO 5405.5 Zr 167.0 t
<br /> MA/YAW ArS (STORIO .9,CMrR) 8 450 LT. RT. 2 44 2 7 70 944 7 R7. 520. 0
<br /> No. STA QUANTITY 65 54 7 9 TO /01, 70 LT. 4 91. 0
<br /> RT. 1 ►
<br /> EA
<br /> 14 -0 7 0 LT / //4 68.5 TO 134 90 RT. 221. 5 (70pREC 100 B'1. _
<br /> 2 3 f / 4• / E A. I.3 1 25 RT. /
<br /> /J+ 88.3 TO /5-000.5 LT. 317. 5 � F ANGES _�
<br /> TOTAL /I EA. /6 +0/ TO / 6+39.3 LT. 3 8,5
<br /> CA �� _ 9- 19- 77
<br /> 3 3 150 / EA.
<br /> TOTAL 2 C�3s0 L.F.
<br /> •¢ 8 f 50 / EA.
<br /> .3 // f 65 ALLOXABLE' ALT. P/PE TYPE A
<br /> t
<br /> TOTAL S EA. ,
<br /> /f C. P. CL 4 SS IZI
<br /> E
<br /> A. C. P. CL 4SS Zg
<br /> E
<br /> s
<br /> s,
<br /> 6_ .._.. • to
<br /> ¢
<br /> ORT
<br /> % w �� �? n � / -RAW ,
<br /> 7
<br />
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