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CB RIM= 28.47
IE 15" CONC S= 19.6
IE 8' CONC SE = 3 2.2
IE 15" CONC N =31 .5
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SEE SHEET 4
EX CB STA 1+23,
RIM = 328.31
IE 8" W = 324.5
NEW 1E 8" N = 324.6
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CB RIM = 327.78
IE 8" CONC S=326.3
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1 STORY WOOD
HSE # 2204
1ST FLOOR EL =329.3
NO BASEMENT
NO BASEMENT
T. L. 180
1 STORY WOOD
HSF # 2524
1ST FLOOR EL =329.1
NO BASEMENT I
I
T. L. 150
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I GRASS 1
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T. L. 73
CB #2 STA 2 +49. 13' RT
REUSE EXISTING CB NEW TYPE-1 CB
EX CB STA 1+27, 17' LT CB #1 STA 2 +49, 10'LT RIM = 328.0±
RIM = 32-8.31 NEW TYPE-1 CB 1E 8"N = 325.58
NEW IE 8"S = 324.79 RIM = 328.0±
NEW 1E 12"E = 324.79 IE 12"E = 325.48
IE 8" S = 325.48
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T. L. 141\
\ \ \ \ \ \ \-323,
\ \ \ \ \ \
I\ VACANT LOT \I- 324
I \ W /HEAVEY BRUSH
1 STORY WOOD
HSE #2601
I 1ST FLOOR EL= 331.
NO BASEMENT
T. L. 163
........................... ........... .... ................... .............. ...... ..........................................................................
m 1+00 Of 2+00 3+00 ui
X
330' : W : x : 21 L F OF 8" DI @ 0.5 % :
........................ ........... :.........:.........:..EXISTING CENTERLINE- GRADE......... ... ..................... ...............................
: AV PROPOSED 8" WATERMAIN
320' ' 138 LF OF 12" CPEP �7a :0.5 i6
QI EX CONCRETE
.......... . ................i... .. FIBER OPTICS, "
........
DUCT BANK
37 LF 'OF 8 DI 0.'5%....
: EX 8" :STORM 415 #�.FOFB "PVC @ 1.45 96
-7 A
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1 ST FLOOR EL= 332.8
NO BASEMENT
T. L. 171
T. L. 149
1 STORY WOOD
HSE # 2616
1ST 1. LOOR EL= 334.4
NO BASEMENT
T. L. 170
GRASS
1 STORY WOOD
HSE # 2625
1ST FLOOR EL =336 3
NO BASEMENT
T. L. 165
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AS -BOIL T SdM3074916
AS CONSTRUCTED INFORMATION PROVIDED JUNE 1, 2003
BY CDA TES SURVEYING SERVICE
ALL SIDE SEWERS ARE SHOWN IN THE IR AS -BUILT LOCH 110NS
AND ARE BASSO ON MEASUREMENTS PROVIDED BY N INSPECTION TAPES.
4 +00 5 +00 6 +00
...................... ....... ..................................................... ............. a ......
...............
- � 330
.............................. ................. .... .. .. .. ............ .................................
m
c
..................................................... ........... .5+19.9, 6'.LT... 20
MH #15 STAsf foe
NFW dR" MH
: .........:..................... ......._.............._.......................................................................:....._.......................:.......................................................... ....................•.1E8".Nf =3 3Z1.74...................... ...... .......
MH #6:STA 14 +85 62 5' RT
IE 8 ,. E - 321.84
NEW 48 MH
300'
RIM = 3�t8.36
:.. ....... : .........:.........:... IE 8" N = 315.�i4 ............................ .................. .............................................................................. ...............
IE8 "S= Q* : 315.74
IE8 "E= %Qf dlv WIG. .315-74
290=
.................................................................................................................... ...............................
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