HomeMy WebLinkAboutS-301004w
PORTION OF GOVT LOT 2 OF
SECTION 32, TOWNSHIP 24 NORTH., RANGE 5 EAST,
CITY OF PENTON., STATE OF WASHINGTON.
40 40
t
r
20 __ - - - 20
32LF 8" PVC
Y s__ 9.04w 8.31
EX. LAKE ;
80 T TOM -171+
STA 6 +85.00 -3RT
11LF 8" DI NEW SSMH- 48"
CONNECTED TO EXISRNG RIM =27.57
PUMP STA TION INFLOW STA SSAiH 6+85-29L 48" T /E; -1- 112.66 OU T- W
S= IX MIN NEW SSMH -- 48" /E_ 12.76 /N--NE
0 RIM =26.00 _ 0
IE= 9.92 OU T- SW
1E =10.02 /N- SE
SEE CON T]NUA TION THIS SHEET
T
SCALE
HORIZ 1 "20
VER T 1 '" =10'
SANITARY SEWER PROFILE
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SEE, CON ANUADON THIS SHEET
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SEE SHEET 7 OF 12
FOR PLAN VIEW
wma
50.000' w 29.66 _ - - - _ 54.000' VC
HIGH POINT STA = 7 +56.069 PW STA = 8 +25 4
PW ELEV = 27.15 �-
N PW STA = 7 +60 �n r� 0 00 46 o
of °D o o N A.D. - J. II
PW ELEV = 3015 � �+ o; _
13. 569
�' N °4 -
Ed 4; A. D. - - 7.976 ~ oo �+ K + �
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.Q CIO K = 6.268 a U v _ . : �. , ao rv, ,�¢' 40
4.
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EX SS FARO MAIN & m OD
Vv ELEC. CONDO FG= 29.52 w �+ m Q
Q p .� C =2 &34 PROPOSED GRADE A T ONTRACTOR TO ER
TuP DEADMAN =2a 92 EXIST GROUND CENTERLINE PR/ VA TF DRIVE CENTERLINE Q Q x s T.
PROPOSED DR/ VEWA Y c� OME
- - -- - - - - - _ -- -- - - - - 1 O.85% o Ex DRMWAY
It
.mac
1 -
CONNECT TO EX FORCE MAIN 8+ 35.93-- 'R T
INSTALL NEW 6" FORCE MAIN SERVICE TEE
POS/nwf SLOPE TO CONNEC77 30LF 6 PVC
253LF 8" PVC 9 +09.56 --3 "RT S =2.0% MIN
CONCRETE PRO TEC77ON OVER SERVICE TEE TA 9+45.54 -3'RT
7+ 15.75- 4.4'RT S= gyp 0.929'
STA 6 +85.00 -3RT SERVICE TEE NEW SEWER AND POWER :. NEW SSMH 48'" ,
CONDUITS WITH LESS THAN RIM= 26.10 10
NEW SSMH -48" 3' OF COVER TO FINISH IRE = -i5 15.10 8" OUT SW
RIM =27.57 GRADE. SCALE IE =*5-90 15.20 6" IN NW
1E =447 12.66 OUT - W HORIZ 1 "=20'
IE= M.i1�1- 12.76 /N--NE VERT 1`-10
4
7 +00
8 +00
PRl VA TE ROAD
ROLL
PROFILE
2 0.2
9+00
2 �0 r
10+00
L UA - 96 - 153LL A
LND -30 -0159
"GWAL
F"�s
AS- BUILT" NOTE: -
"AS-- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
PROPOSED ROAD FG= 29.50
3" AC PAVING _
CR SURFACING
1.16'
CLASS C CEMENT
CONCRETE
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COMPACTED 5/8" MINUS CRUSHED
GRAVEL BASE. HAND PLACED &
TAMPED AROUND POWER AND
SEWER CONDUI TS
COMPACTED SEWER TRENCH
BACKFILL
3' AI/N
8.34
00
27.67' EXIST.
AT EX. CASING.
R
540 3o/OOl/
RECOMMENDED
FOR APPROVAL
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BY DATE
BY DATE
'/0WAL BY DATE
BY DATE
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PRl VA TE ROAD
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10+00
L UA - 96 - 153LL A
LND -30 -0159
"GWAL
F"�s
AS- BUILT" NOTE: -
"AS-- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
PROPOSED ROAD FG= 29.50
3" AC PAVING _
CR SURFACING
1.16'
CLASS C CEMENT
CONCRETE
w wd w
•I + Q
wp SS
COMPACTED 5/8" MINUS CRUSHED
GRAVEL BASE. HAND PLACED &
TAMPED AROUND POWER AND
SEWER CONDUI TS
COMPACTED SEWER TRENCH
BACKFILL
3' AI/N
8.34
00
27.67' EXIST.
AT EX. CASING.
R
540 3o/OOl/
RECOMMENDED
FOR APPROVAL
rvtt i1. I BY DATE
BY DATE
BY DATE
'/0WAL BY DATE
BY DATE
04 8 ' � • 3C bO * SCANNED MAY 0 1 7cc
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