HomeMy WebLinkAboutS-226228CNOTES:
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1. EXISTING SIDE SEWER ARE SHOWN AS BEST ESTIMATE
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OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE
SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN
ARE BY "Y' CONNECTIONS AND THUS DO NOT GUARANTEE
N
STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING.
0
20 40
'
THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL
o
SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS
1"
= 20"
SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY
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r
LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT
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REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE
IT ABUTS THE WSDOT CONCRETE RETAINING WALL.
SDMH RIM =43.43
- - -- -23
INV
NV 12 RCP W-39,23
V
Z Q
�
INV S" SE =.39.0
"RCP CB SOLID LID 1x1
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CB SOLID LID 1'x1'
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G
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INV 12 NE =38.3
TBM -�L ELEV= 42.73' INV 12 "RCP N =38.2 RIM =43,85
CB RIM =43.44
RIM =44.51
INV 4" W =43.93
F-W
+
In,
TOP 's 2' IRON
- INV 2"ST W =43.50
PIPE INV 12 "RCP 5 =37.5 °'
INV 4" NW =42.09
CB SOLID LID
INV 4" E =43.31
W
' INV 4 NE =42.9
WITH i Pl_i1G IN MON CASE DIRT BOT =36.9
BOT =42.3
_
INV 4" S4/ -42.09
"RCP
RIM =44.22
INV W -43.8
BOT =42.61
Icy
I C3 RIIvi 42.£3
INV 6 E =41.36
NV 4" E =43.17
CB Rlif -44.02
S3
y
20
f I
} - -. /'INV 6 "RCP ENE =41.63
DIRT BOT =39.5
BOT =42.6
F1
H W
=y
x
H
18
1
; Ct3 ftEM =4 -2.66
N i / D,RT BOT =40.8
( E ( i
CB SOLID LID
1'x1' CB
SOLID LfD 1'x1'
INV 6 RCP =42.1 T
INV 4 "RCP NW =42.17
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j BLDG #903
� DEBRIS FILLED
%�
� � i 6" 8
`REM =43.88
RIM
=44.20
DIRT BOT =40.5
p�
p
y
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FF =40.93
% F� ; CP CB RIM = 42.8'7
- -�
°RCP
/INV W =43.25
Q INV
10 INV
W =43.8
4" E =43.15
CB SOLID LID 1'x1'
Q
W
/f / / /r`y/
�p�/r/��
4WUT i INV 6' SW =41.4
V i / INV
LI "RCP
NV 5E -42.74
BOT =42.2
BOT
=42.4
RIM =44.25
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ASPHALT
ELEb -40.9 i . 6 E =40.4
f ,
I BLDG 323
1/2 BLDG
INV 4' W =43.61
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Q
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<
/ / / / /f /////1
W �� 8„ 8"
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REMOVE
v EX. S.S.M.H.
,
DIRT B�T -TL.4 ASPHAL:f
+ V i UT
% % s s
IV �R ELEV 4i. \
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ASPHALT
XCC
319
XCC
REM S
INV 4" E =42.97 EX. S. H.
80T =42.9
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-
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X329
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ECOLOGY
1 1
12
�
W
EMENTED
I
ICE'V =42.7
�VLT
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BLOCKS
/
BLDG 31710
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10" I VV _ I WV NUT -�.. �_� . - � III _OVV
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-
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i �®
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(1) - j _ _
I {� ELEV =42.27
Y NO 1 __ -`A- 8'° W - t 1-
° CASE
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00 m I
W
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o m
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6 o --
°
W
OO
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Er�
3a
} 00 ______ ; -
1 15 +00
-
_ / 15 +6� SVVV _t .f 16 +00 WMI; Ri I I
{
Z
aw
d _ -° "-
IJSi�F 1FR � 4
- -.- �-
E 40. s -43.07 17H OO
ASPHALT^ +y°} 7 TOFI 1 E&Yv -37.7 I
I
1 ��
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H GLI
as
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6" eV ABAN t T-
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I;PvV 8"- = 7 V1° _� 2 t - �_I 12 "D
-
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-- -8" D -�
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18 00
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^
w �SSMFI R €M =44.39 19
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--- �_�r�._
COVER -d
I- _�� -
BAN 6' W - t_ - - -24' t --
-6
I
-
--�
8" D_ NV 8'° N &5 =38.7
-
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-
-
lLlw
E
m6
-- -
Q
`CB RIM = 42.94
COVERED
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401
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( to SIGN
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--- -
ASPHALT
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- CITY RE40RDS
SHOW A 6" S ORM
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8" STL PIPE
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+
_
_ -`
SEWER AT THE N
BLDG
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FUTIJRE CB
a
CORNER
F AT 330 MAI
! .t z CB RiM= . Cz9 i CB RIM =43.24
co I �- -- INV 6 "PVC W =41.3
":S,CP
kRIGINATING
SEWER IS CONNECT D TO X.
o
p BLDG 330
z I INV 12 E -38.79 #
SOT =39.7
"RCP
SEWER
LI
IN, CAP EX. PIPE & CONNE T
F---
o INV 12 =38.69 I
TCH BASIN W/ 18 L 6"
Sit..T 3OT =38." B RCP S8426
"C j� p BOT= 40.4
CB RIM =43.7
\__/ INV 6 "PVC E =40.03
S.DE® 2
RIM =43.61
SDMH RIM =44.37 �� ff{
z
'RCP
Z
j ("9--,) MH #31 STA. 16 +SO 5' L T.
INV 6
W =40.0
INV CR4 P W =42.6
INV 8'NE =41.2
'N
INV ="RCP
N &5 =39.8
BOi° =40.6
INV 8 &S =40.9
_
CP WI INSTALL NEW 54' MH
BOT =39.7
C8 RIM =43.91
a
z=
"
CONTROL RIM = 43.43
CABINET i.5' HIGH CON IE 8' SOUTH = 37,43
OIL /WATER SEPARATOR
CB RlPv9= 44.25
INV 8 "RCP N =40.80
_
INV 6 'CMP E -42.7
"RCP
INV 8 SW =41.76
_WMH RiM =43.31 WALL W/ FENCE IE 8' NORTH = 37,53
TOP 12 N &S =38.1
NW RIM =44.00
"RCP
INV 8 "RCP S =40.8
BOT =39.9
HoRN
5 WAS s
INV 6 W =42.35
DIRT BOT =40.9
-� 04 y B
NE RIM =44.05
CB RiM =44.25 _�
a�
TOP 4 "TRAP E =43.0
�"
TOP CLAY TRAP SW =43.80
y z
C; ^`vI�
INV E =42.3
BOT =4.0+
INV 6" SW =43.18
BG(': =4G.8
`''fCISTERN
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EXPIRES 8/21/97 �
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MH #31 STA, 16 +50 LT,
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INSTALL NEW: 54' MH T
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of
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ZE'8" SOUTH 3743
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EXISTING
GROUN
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1
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.40 ..:...................:.....
....
...
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_ _ SEWER ........
EXISTING SANITARY, SE _v_
Ll
0 ... ....
REMOVE EXISTING SANITARY
SEWER l _ _ __ - - - --
__ ..:__- _.. __ ___...____ -- - --
- .--- 4iR�MOVE
- _ _ - -
- - - - --
- _
- - - - --
- - - - -- -
>
w
--
342 OF 8 S @ 0,487
35..:... 321 LF OF 8'. S.S, @ 0,48%
...........
_
REMOVE EXISTING
S=226225
5
SANITARY SEWER MH SCALE
30..:...
Horiz. 1":= 20' .:.....
SANITARY SEWER MH
14 +00
15+00
16 +00. Vert.. 1., _..5 17 ±00
18 ±00
1.g +00......:.30......
....
SHT
11 of 14
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