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<br /> 6 STREET 81 GERALD AVENUE
<br /> ROAD INDEX FILE .YEAR SHEET TOTAL
<br /> DRIVEWAYS ,'
<br /> WALKWAYS LOCATION DWIDTH WALKWAY
<br /> ILENGTH I2" 0 C. M. P. ( 14 Go.) s25-27 Esse DoT
<br /> & 12" E. S. C. P. DRIVEWAY PIPE s/a 4�, 9z Lf /z LOCATION LENGTH STR EXC. STRUCBKFLAUTOMATIC DRAINAGE GATE
<br /> II Sfo. 4�f9� Rt /2 S/a /9 49 X-Or. � 4b 9 8
<br /> DRIVEWAY WALKWAY 12 E.S.C.P. LOCATION NUMBER
<br /> LOCATION WIDTH WIDTH LENGTH Sfa 42 ,17 [/ w 0#1 Sfo. 27,75 30,C/ '$"1- 4p 7 6
<br /> Sto. /x,68 L/ /? S/a 42,20 R/ /2 20 S/a 9/ x /6 30:1/ 39 S Sfo 32,84 LfER/. z
<br /> Sfa 41,4/ ,U 14 S/o 3/,40 30fl 38 6 5 Sfo 33 #21 Lf. /
<br /> Sfa. / .0 �` /2 9a ' Sfa 42 , 5/ R/ /2 20 S/o 32,84 225 . # g 7 TOTAL
<br /> Sfa. / , /2 :9y /2 S/a Lf /2
<br /> Sfo /7,65 fp/ /2 S/a. 49 ,,.:r7 /7/ /2 20 Sfo. 32,84 2251E 24 8 7
<br /> S/a. /7,9/ L/ 28 36 S147 33,2/ 22S.Cf. 24 8 7
<br /> Sfo. 43,90 L/ 30 S/o 94,// 9021 38 5 4
<br /> S/a. / �O f 4 _91a 34,60 .r a- 94 9 8
<br /> S/a /a, 40 ,c/ 1z zo Sfa 44 ,02 RI 4 8 S/a 36,e6 gall �a � 4 3 A. C. ( MISC. AREAS)
<br /> sl
<br /> a.
<br /> /9 , /1 L/ /2 o. 4.5,69 C/ 4 8 Sfa. 39,17 30F'f !!' 5 -4
<br /> S/o 45,95 if /2 20 Sfo .39,49 /7-.V21 4 9 S/DEW4L1( -
<br /> S/o. 19,.58 L/ /2 /i S/a 46• ,- 25 L/ 4 8 S/a. 44,12 X-Or. i // /O S/a 44,' 9,7 f0 Sfa C5 ,' 99 267 '
<br /> Sfa /5,22 d/ /36 S/a 46 , 3/ R/ 14
<br /> S/a /9 ,97 R/ /2 20 S/a 46, 4/ R/ 4,0' S/a. ¢4,75 X-Or // 4
<br /> S/o. 20,67 L/ 12 20 S/a 4,6' ,, 63 Lf 4 8 Sfa. 48, 72 A6'-&;//l 52 6 4
<br /> S/a 2/ "03 Rf 24 92 Sfa 46, 94 L/ /2 20 Sla 48,,77 4Si7/ A 4 a
<br /> Sfa. 2/,94 Cf Sfa. 47, /o If/ /2 za S/o. 5e,07 4.5E s r 7 6
<br /> Sfa. 2/, 58 R/ 20 S/O. 48,84 [/ 4 S/v 51,07 45f1/ 64 7 6
<br /> S/a. 22 ,12 R/ /249 ,,1,? j S/a. 60,/5 X-Or. +4t 9 8 t +
<br /> r / Sfo ,C/ /2
<br /> S/o. 22 5/ L . 4 8 S/a 49 , 36{ C/ /2 afA
<br /> S/a 23,00 Rf /4 S/a. 49,-6,6 If/ /2 2O Sfa. 67,84 2s�9 30 19 2
<br /> S/o. 23,09 ,1/ 16 24 S/o. SOto,B4 Rt /2 20 S/o. 7Z,6O X-Or 94 /0 9
<br /> S/o 23 ,31 R/ 12 S/a S✓, f4 Z/ 4 44 S/a. 78,60 lgtZl - 7 z z _-
<br /> S/a 27 R/ 144 S/¢ 5/,40 If/ /6 24 'S`23,37
<br /> S/ ~ .2m
<br /> 7 3/ G8
<br /> o. R/ ,� .2m L /52 /,23
<br /> S/a. 53,13 L/ /2 TOTA
<br /> i 4..? 8sa
<br /> Sfa 23,54 ,1/ 20 Sfo 531056 If/ /2 20
<br /> S/a. 23,-87 R/ 12 5/0. 53,6/ L/ /2 4w
<br /> S/o. 24 ,412 R/. /4 S/o. 54,93 If/ 12 20
<br /> S/o 24 ,65 R/ /2 Sfo. 55,12 Cf 12 406 1
<br /> S/o. 26,26 R/ 19 29 S/a 55,75 el 12 zo12" NON - REINFORCED CONCRETE
<br /> S/o 25, 48 ,C/ 36 S/o 56 ,32 R/
<br /> S/a 25,55 L/ /2 S/a. 56 ,90 R/ 36 44 SEWER PIPE
<br /> Sfa 25,94 R/ /4 � Sfa 58 ,80 R/ /1
<br /> S/o 26 ,44 Rf. /8 194 Sfo. 59 ,62 L/ /z 20 LOCATION LENGTH
<br /> Sfa 60 '. 9-5, R/ 26 *
<br /> S/o 27" .A; Rf 28 36 S/a. 6/, 96 R/ /6 , # Sto 49,-45 Z 116
<br /> S/a 27,84 R/. /4 Sfa 62 , 76 L/. /8 Sfo. 44 ,15 Cf low �•�
<br /> S/o ,29,16 L/ /4 24 S/a. 64 ,99 1/ Sto. 44,70 L/ � t
<br /> Sfa 28,83 R/ /2 20 Sfo. 64 ,99 L/ /2 Sfo. 44 , 70 R/ 60
<br /> S/o. 29 ,52 L/ Sxc 56 Sfo. 65, 20 L/ 12 S/a 45,/2 L/ 76
<br /> Sfa. 29,64 R/ 12 20 Sfa 65,27 R/ 12 20 S/a 45,/2 R/ 76
<br /> S/o 29,67 C/ /2 S/a 65 ,93 L/ 12 S/a. 76,26 Lf 460
<br /> Sfo. 30,43 ,1/ 12 20 Sfa 66 ,09 L/ 52
<br /> Sfo. 30,93 R/ /2 S/a. 66 ,/3 /P/ 11 7OT/4,1
<br /> S/a. 30,98 R/ 32 Sfa. 66,24 if /2
<br /> S/a 31 ,.34 ,Lf. tai N s/a. 66, 49 R/ 92
<br /> S/a 32 ,-05 R/ /4 S/o 66, 75
<br /> S/a �y,(dt /4 Sfa. 67, 41 ,1/ 16 24
<br /> s/o = 'r sfa 68 ,23 Rf 4 9 STORM DRAIN INLET
<br /> S/a 35,53 /9/ 12 -A* Sfo. 68,38 Lf zz 32
<br /> s/o 36 ,36 R/ /4 z4 S/o. 68 , 88 Rf. /2 20 LOCATION TYPE QUANTITY
<br /> S/a 36 ,3B C/ 12 20 Sfo. 691, 66 Lf. /8
<br /> Sfo 36 ,73 /9°/ 14 24 Sfo. 69 + 78 L/. E 76 S/o. r 17. 5 R/ 4 /
<br /> Sfo 37,38 Z/ 4 8 Sfa. 69 ,, 83 Rt. 12 20 S/o. 1.7.5 R/ A /
<br /> Sfo. 37, 64 if /2 20 Sfo. 21 L/
<br /> Sta. 37, 79 If/ /2 Jl S/o /,
<br /> S/a 32, 34 R/ Sha 7/ 4 / L?K S/a. 44 ,30 90? C/ 9106 4 /
<br /> S/a. 38,/0 L/ /2 20 Sfo. 71, 76 If/ /6 92 S/a. 44,64 90-,L/ -!v' A /
<br /> Sfa. 39,69 L/ /2 S/o 74,/6 Rf /2 20 Sfo 44,75 12�` R/ G/
<br /> S/o 38,79 L/ S/a 7WOr7 R /2 g S/a. 44 ,75 22 ' L/ G/ /
<br /> Sta 39,90 L/ /2 /a Aiue S16, 76 ,25 /7"-',L/ 6iF 4 /
<br /> WW
<br /> S/o T=om L/ /2 ' AWA � a S/o. , 12 5/a. 7 TO r,4
<br /> /7 L/ G/ /
<br /> S/a 39 ,44 R/ /2 zo S/o. 2,00191 12 , TOTAL A ?#e¢
<br /> Sfo. 39 ,87 R/ /2 20 S/o. 2,44 C/ /2 ,pry- 00 TOTAL G/ 4 .4Fea.
<br /> S/o. .40, 00 L/ /2 20 S/a 2 ,85 L/ /2 xl9- AO
<br /> Sfo. 40, 50 L/ /2 20 SAO. 2,98 Rt. 12 20
<br /> Sfo 40,88 R/ /2 S/o 3 ,/O R/ /z ?Q COUNTY or SAN JOAQUIN
<br /> W
<br /> S/a / ,fIGE DEPARTMENT OF PUBLIC WORKS
<br /> 0 s/a 3,.98 .1/ /z zo CONSTRUCTION
<br /> S/o 4Ti �f /z 2a S/o. 3,61 /lf /z � ,ll� ;
<br /> Sfa 41,23 R/ 92 S/a 3,-64 NOTES
<br /> S/o 41, 59 R/ 12 s/a 4, 1`0 L/ J 4 B
<br /> Sfa 4,/J R� 1.0 ' AMROV[D DATE DAT[
<br /> T [:ESIGN:
<br /> / OT14L DRAWING NO.
<br /> RAWN:
<br /> CHKO: DIRECTOR OF PUBLIC WORKS
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