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I STORY WOOD
HSE # 2032 1 '4
1ST FLOOR [L=334 9 1 STORY WOOD
NO BASEMENT
HSE # 2024
IS
�.T FLOOR EL=3382
I STORY WOOD NO BASEMENT
HSE # 2116 z
1ST FLOOR EL=333 3 T. L. 21
NO BASEMENT
0
CB RIM= 331.83 zi
IE 8" CONC E=328.3
GRASS
_D
0
BM 672-34.A= in
STUB GRASS I I GRASS C.P. 669-1.4 (MIC)
,6.0' DEEP 28" CON N 189092-03
(2) 8" DEC GRASS
36" CON t_ 28" CON ui E 13M215.28
A - ^ CONC 15- DEC x I \ I GRAVELI ELEV.=33257
\\N
1ST FLOOR EL= 332.8 1 STORY WOOD
SPLIT LEVEL HSE # 2025
1ST FLOOR EL= 332.6
T. L. 0020 I W/BASEMENT
T. L. 0025
L CB RIM= 331.77
IE 8" CONC E=329.4
AS -BOIL T
AS CONS 7RUC 7ED INFORMA 71ON PRO WDED JUNE lo 2003
BY COA 7ES SUR VE WNG SERVICE
ALL SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS
AND ARE BASED ON MEASUREMENTS PROVIDED BY TV INSPEC77ON TAPES.
1 112 STORY WOOD
HSE # 2016
1ST FLOOR EL= 333.3
W/BASEMENT
T. L. 56
I STORY WOOD
HSE #2008
1ST FLOOR EL= 333.3
NO BASEMENT
CB RIM=334-60
vw•rw
T. L. 0005
. GARAGE
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00
SHEET SEE SHEET 2
6" CON CB RIM= 335.95 0
IE 8" CONC E=332.7 12' DEC
GRASS
PLANTER
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6-
UGT
ASPHALT ROADWAY
co he -0
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So
- N - W
UKI VL�_�
BM 672-36.13 - 20" CON
TOP OF MON IN CASE
N 188784.48
E 1306212.43
EL-337.35
F!.M 1 S TORY WOOD T. L. 0201
HSE # 2425
1ST FLOOR EL= 334 3
N NO BASEMENT
5-3D7810
T. L. 0209
14+00 13+00 12+00 11+00
...... .................................................................................. 10+00 9+00
EX CB TYPE-11
STA 6+76.33, 11.4' LT
RIM= 334.6
IE 15" N = 325.4
.340 IE 15" S = 325.8
...................... ..................................... ....... ...... ........................................................................................................................... .............................. ........................................................ ..340.....
. . . __ . - . . . . . . . .
EXISTING CENTERLINE GRADE
3-3-0
........ W ............... .............................................................................. ........................................... '330. .
X 1 ......... ...................... ................. I ..
. ...... 5' -STORM
Z
v
122 LF OF 8" PVC 9.44.
�lu
-320 -uu
........ ............... ......................... ......................................................... ................................................. .................................................................................... 320
8+72.8
5.1' RT
-103 v PVC a I ma mig roll
LF OF 8' MH #2 STA RT_
313- LF OF 8w PVC Q 0.58%
NEW48wMH-
MH#I.STA9+95,10 'RT.
.310 5'
*Wm&* 310.
5#RT ...................
. ........... ...... ................................................... ....... RIM 33Z73
MH- #7 S -M 11+ 78. ..................................
'CO#2 IEONN= CO #6 S tA8+17.75, 5'Rr ......... ..
STA' 1047$,'5"RT... ......... WW:Wo!MH..
.4# 325,20.
NEW 48'w MH
N RIM
NEW C.0. QaG
QQQ a Qla IE 8'E 325.30 NEW C. 0.
RIM 332.M 1E 8* W F&. 324,56
RIM = 334.8± *nld ale IE8wS= 325.W RIM 3M. ft
IE 8" N 317.43
.300 1E8"N'=31&17 1E 8'S ar.66 30Q
.................. ................................................................................................. ......... ................
.317.43 .........................
E8wSw%frfv
............................................. ........................................ ...... I IE 8' S 328.19
H
WFA
RECOMMENDED FOR APPROVAL
.................
231111" PACE JULY 2003 • 1 *=20' CITY OF
L R EAST KENNYDALE SANITARY JULY 2003
EN TON
DMC WASTWER U77LIrY DA TE FEXPIRES BY21103 it ML ft" SAT' '�M Planning/Building/Public Works Dept. SEWER INFILL PHASE 11
or Sla S -2 REVISION BY DATE AMR W%
WWA a a EX 00 AMU HE 3 '25
AN 22 "es 78
ROLL �{� 1'9,7 F l;t
I
4
SEE SHEET 5
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CD LY LAJ
I "WIN
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1 STORY WOOD
HSE # 2004
1ST FLOOR EL= 340.1
NO BASEMENT
L
[B-
30" 30
42- DEC
Moo
6" CON CB RIM= 335.95 0
IE 8" CONC E=332.7 12' DEC
GRASS
PLANTER
Z
0
6-
UGT
ASPHALT ROADWAY
co he -0
0
So
- N - W
UKI VL�_�
BM 672-36.13 - 20" CON
TOP OF MON IN CASE
N 188784.48
E 1306212.43
EL-337.35
F!.M 1 S TORY WOOD T. L. 0201
HSE # 2425
1ST FLOOR EL= 334 3
N NO BASEMENT
5-3D7810
T. L. 0209
14+00 13+00 12+00 11+00
...... .................................................................................. 10+00 9+00
EX CB TYPE-11
STA 6+76.33, 11.4' LT
RIM= 334.6
IE 15" N = 325.4
.340 IE 15" S = 325.8
...................... ..................................... ....... ...... ........................................................................................................................... .............................. ........................................................ ..340.....
. . . __ . - . . . . . . . .
EXISTING CENTERLINE GRADE
3-3-0
........ W ............... .............................................................................. ........................................... '330. .
X 1 ......... ...................... ................. I ..
. ...... 5' -STORM
Z
v
122 LF OF 8" PVC 9.44.
�lu
-320 -uu
........ ............... ......................... ......................................................... ................................................. .................................................................................... 320
8+72.8
5.1' RT
-103 v PVC a I ma mig roll
LF OF 8' MH #2 STA RT_
313- LF OF 8w PVC Q 0.58%
NEW48wMH-
MH#I.STA9+95,10 'RT.
.310 5'
*Wm&* 310.
5#RT ...................
. ........... ...... ................................................... ....... RIM 33Z73
MH- #7 S -M 11+ 78. ..................................
'CO#2 IEONN= CO #6 S tA8+17.75, 5'Rr ......... ..
STA' 1047$,'5"RT... ......... WW:Wo!MH..
.4# 325,20.
NEW 48'w MH
N RIM
NEW C.0. QaG
QQQ a Qla IE 8'E 325.30 NEW C. 0.
RIM 332.M 1E 8* W F&. 324,56
RIM = 334.8± *nld ale IE8wS= 325.W RIM 3M. ft
IE 8" N 317.43
.300 1E8"N'=31&17 1E 8'S ar.66 30Q
.................. ................................................................................................. ......... ................
.317.43 .........................
E8wSw%frfv
............................................. ........................................ ...... I IE 8' S 328.19
H
WFA
RECOMMENDED FOR APPROVAL
.................
231111" PACE JULY 2003 • 1 *=20' CITY OF
L R EAST KENNYDALE SANITARY JULY 2003
EN TON
DMC WASTWER U77LIrY DA TE FEXPIRES BY21103 it ML ft" SAT' '�M Planning/Building/Public Works Dept. SEWER INFILL PHASE 11
or Sla S -2 REVISION BY DATE AMR W%
WWA a a EX 00 AMU HE 3 '25
AN 22 "es 78
ROLL �{� 1'9,7 F l;t
I
4