HomeMy WebLinkAboutS-2354015
0
3
I
NORTHING
E,ASTING
ELEV.
DESCRIPTION
183691 -45
1311377.40
411.28
QUARTER COP GPS #1848 MIC
181067.88
131 1396.66
401.02
SECTION COR GPS# 1 503 MIC
183283.62
1311380.39
415.16
MIC
1183641.43
1311577.76
411.54
PK 0 +50
183591.47
1311378.13
411.31
PK 1 +00
183541.47
1311378.49
41129
PK 1 +50
183491.44
1311378.86
411.90
PK 2 +00
18341.47
131137923
41285
PK 2 +50
18359' .46
131 1 379.60
413.84
PK 3 +00
18334L47
1311379.97
414.87
PK 3 +50
183291.47
1311380.33
415.4?
PK 4 +00
183241.45
1311380.70
L415 .92
PK 4 +50
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20 10 0 20 40 60
U N 1 0 N A V E N E ( 1 3 2 n d A V E S E) SCALE IN FEET
CONNECT TO EXISTING MANHOLE IE= 402.00 HORIZONTAL DATUM: NAD 83/91
PROVIDE TEMPORARY THROUGH PIPE CONNECTION IN EXIS!,NG VERTICAL DATUM : NAVD 88
MANHOLE FROM EXISTINC INLET PIPE TON-EA,' OUTLET PIPE
AS SHOWN ON DETAIL HEREON
REPLACE ON X6 D°I - !✓AY WITH
L
.PUSHED POCK
_- -.
rCONSTRUCTION
liar
� 8 , 7 G1
EMPORARY CONN r TO EXIST MH IE =39721
ENT
- EXIST_ PRO PEP T( CORNER
REPLACE IF DISTURBED
12' X 25' PERP:1PNENT EASEMENT
- 1' ASPHALT
\ REPLACE EXISTING CURB, GUTTER
SIDEWALK AND DRIVEWAY
PER CITY OF jPENTON STANDARD DETAILS,
' 12' MINIMUM ASPHALT PAVEMENT
RESTORATION PER DETAII HEREON
LEGEND -
WM C WATER METER.
FH Q FIRE HYDRANT
S,AWCIII EXIST AC
WV 0 WATER VALVE PAVEMENT (TYP)
W WATER LINE NE 7th ST
GV ® GAS VALVE ASPHALT CONCRETE
G GAS LINE PAVEMENT -CLASS ,`B'
12 "CONC SD STORM DRAIN LINE EXISTING ASPHALT (3" MAX. LIFTS)
CB CATCH BASIN NE 7th CT CONC. ROADWAY
8 "PVC SS SANITARY SEWER LINE 8"
SSMH SANITARY SEWER MANHOLE o'
MB o MAIL BOX E _
CHAIN LINK FENCE
WOOD FENCE 5/8" CRUSHED ROCK PER T 2'
PP 0 POWER POLE �iVSDOT 9- 03.9(3) TOP COURSE MIN_
GUY ANCHOR TYP_
-------------- OVERHEAD TRANSMISSION LINES '00 e k;� - � TRENCH BACKFLL PER WS
DOT
LOT LINE .�� pF fl Sy 's
RIGHT OF WAY LINE F °o s PLAN 9- 03.913) BASE COURSE O
- CENTERLINE
MIC MONUMENT IN CASE 1 "= 20' -0" PIPE BEDDING PEP. WSDOT 1'
x PKNAIL e o ,te - - SPECIFICATION 9 -03.16
S SIGN <,G
a " ASPHALT PAVEMENT ROADWAY RESTORATION
FIR TREE EXPi ?ES g
NTS
(,-POUND
415 -- - - - - -- XIST
415
-------------------r-- or I ------
410 REGROUT WITH NON - SHRINK ! I 410
EPDX'f GROUT
I I
N 9QQ) J
� G �
405 EX 8° CONS
(5 -101) 405
9-
�F of �»
z 400 �C, /�
TEMPO COUPLING (2)
Cg00 @
400
6
INSTALL TEMPORARY 8" PIPE WITH
EX. 8° PVC (ORCHARDS PH.1 5 -2150)
E
NL
BEND AS NEEDED OR USE HDPE
395 �G
P
TO FIT. REMOVE INTERFEPING PORTIONS
STA. 2 +57, 3' LT EX. 72 WETWELL
395
MANHOLE DETAIL
OF EXISTING LIFTSTATION AS NEEDED TO
IF 8" SE OUT = 402.00
STA. 3 +41, 42' LT, EX. 48" MH
STA 2 +57, 3' RT
MAKE PIPE CONNECTIONS.
NTS
IE 8" NW IN ( EXIST.) = 402.35
IE 8" NW IN = 397.21
EXIST. 72" WETWELL W /DUPLEX PUMPS RAILS
IE 8" W OVERFLOW (EXIST.) = 403.45
IE 8' S OUT (EX.) = 397.01
9
0 +00
+00
2 +00 PROFILE 3 +00
HORIZONTAL 1" - 20'
390
4 +00
5 +00
z { VVP - 17 -',7ry
VERTICAL 1" = 5'
SCANNED 9FC 10 1999
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K "WA-M)" L L 1 'o "' 1 '
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