Conceptual Utility Plan - 234 Edmonds 022818.pdfLn
r`
41
41
c-
X
w
/
LT
c
0
c
a
0
/
w
cn n
'E /
c
Q)
I Q
Q
a- 0
O
00 E
Ln-o
.. w
234 EDMONDS
SEC 31, T 27 N, R 04 E, W. M.
20 40
HORIZONTAL SCALE
.lq 1 �!
IV, i r
-r�428,L---
Ann I \ V)
•430- I I
SSMH Ir jl
II \I RIM=430.00 II II
SSMH I t-426 - \ II II II IE=413.93
RIM=421.85 \EIB
IE-413.01kl 430.
424-_ I \ 11.92'SS SS 32 LF 8 WER
/ I I SS c� LF 8" SEWER ® 1.3% ® 1 3
SSMH
RIM=429.17
IE=414.10
\CB
RIM=428.28 os\
IE=414.50 \
151 LF r"7EWEr@ 0.5% SS
SS
1�3 LF 12" STORM SD 2.9% SID
SID
CONTROL
STRUCTURE
- x x '-
SS
ss
S1 LF 12" STORM S 2.9%
SSI
185_ I I /RIM-=427.01
ss
N ---------------428 \ = - -Ss - -7-41
��� o -ASS � ss SDrT '\420-+-�� - RAGE ��� ,\_------------ _ -426- -SS�� - -sD - -sD -CBw ENTRANCES - - - - - - - 424-- \ sD�� CB
/ V) � �-------------------422---- I \ \ IE=410.37
SX
I\�- - I \ �\ RIE411.55
o I 1 ai I _ _ _ _ _ - _ _ = 20 LF 12" STORM C� 2.9%
418---� -420- � I RCP W = 414:7--------\.
PARK/N0 LEVEL P2 = 414.73 I I 8 PVC N S E& W I I 2 RCP E 414.53
CB RIM = 413,67' `� 1 -�I I _ GARAGE FF: P2 ELEV.=418' = I I \ RIM=424.96
//' / / I - 416- �\ I I - - P1 ELEV.=408' I \ \ \ \ / / IE=409.79
SLOPED FLOOR
408' GARAGE FLOOR
a " • . .� 407' TOP
406' DWS
403' OUTLET
-\402.5' FLOOR (HIGH POINT)
402' FLOOR (LOW POINT)
STORMWATER VAULT SECTION
NTS
SSMH
RIM=427.85
IE=414.85
20 LF 8" SEWER ® 0.5%
/ SSMH
RIM=425.43
IE=414.95
-414--- I WA Rcn
- I N
3" WATER `2 I /'\ (FIRE \ -_� r--� I I I \�\ \-I �I. --------
(DOMESTIC)
10.00
S,a cn \
7 �
g 420
0
SSMH = � 11.54' \ I ` � p\ • . p� ¢ 414 \ I \ \ \ L
CHANNEL 401.00' \ - �\ \ \ \ �. I \
\ \.•�
-418--
= 2 RCP w = s. STL4RMWATER VWUL-T _ I -
I - - _ --
I\ s a % INSIDE ELEVAMNS:- _ _ - T - -
_ _ I _
�' WER SERVICE - - ss = - as - - I TOP= 40T-
\ \ � �-•�\ $�.- -_ - as - 12" PIPE OUT= 403' \ I \ BOTTOM \
416-
\ \ \\ �� • as.= \� �� - - - - \ \ --=--�0'f� �� ---
=-
\ I CB RIM ss \\ p e \\\ \ I �IF
-�
4� 12 RCP N = 404.72 \ \ ` \ �� \ CONTROL STRUCTURE
\ 12 RCP E = 404.62'- \\ \ a RIM=405.53 `\ A
408\ IE IN/OUT=403.00-
\ \ TOP OF STAND PIPE 406.00
I \ ss `\ �� STORM VAULT
\ \ \ss \ I ACCESS R, \\
\ �` �;\ 10.00 \\ I
\
4.5i' -408 \
CO
\ \ Y 99 \ \ \ \ \ �.g,\ \ 9.97' CB
RIM=406.00
IE=403.79
I 12 LF 12" STORM ® 8.3% ''� o f
1 62 LF 121 ST®2.9%
\ \ CB RIM = 404.32'
\ \ \ 12 RCP = 402.02'
Ap
\ 0 / �0\
STORM AND SEWER AT THIS LOCATION
ARE GRAPHIC ILLUSTRATIONS ONLY
CONTRACTOR TO VERIFY LOCATION
AND DEPTH IN FIELD
I
z
O
0_
ry
U
w
0
W
Q
11<1<1<1<1<1aa
RCD
2"
•°•.ass
��
`�
o
E
1
z
J
LLJ
U
z
O
U
DO
rn
� j M
o
6 m
J
-o
-Q0
3) O X
u � `L
U U N E
O
wl o U
3) z c
Z:3 LI)m
O;1- -r-
> Uo
�c
Do`Y'ia
N N
CL
o 0
co
PROJ. NO. I DSN. BY:
17514 CMC
DWN. BY: I CHK. BY:
DAW CMC
U
Q
w
0
zw
O
}
J
5
G
Q
u_
0
~
J
W
0
z
191- o
0
0
w
m
DATE: JAN UARY 23, 2018
SCALE: AS SHOWN
DRAWING NO. D R 0 1
1 -1 1