HomeMy WebLinkAboutPlot/Site Plan - GEO General - 7/26/2004NO DATE
BY APPR
O
O
0
o VERTICAL DATUM
60' EASEMENT FOR
INGRESS, EGRESS & UTILITIES
,DRIVE WAY
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Q
0
co
REVISIONS
N
PROPERTY LINE
IE 4.199.4'� 0
E 200.0%
PROPOSED
DWELLING
F.F. 201'
IE 1 s 9.6'
PROPOSED ON SITE
WASTEWATER SYSTEM DRAIN FIEL
IE 98.7'
YARD I CATCBASIN
GR 2 1.0'
I.E.
PROPERTY LINE
S 23, T 21 N, R 2 W
N co U) '- r') N O
rn rn rn rn a) rn
EXIST. SEPTIC 4' 9 A C
TANK
/
-- / z ////
/ i T/
% / / 2 i--- -
0 co N
�L�D WAS (
ETT: Rs
LID AL-C
ET )
82.51'
Y. ENE I.E. 1
O
C'N NUOUS 4" ORRUGATED
PtL ETHYLENE P 'E
C NTI U
PILYE
344.42'
S 4" CORRUG
ENE PIPE
Civil • Municipal • Geotechnical Engineering and Planning
Jerome W. Morrissette & Associates Inc., P.S.
1700 Cooper Pt. Road S.W. #B-2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990
k)
PIPE HOLD
10' CC (T
155
150
145.440
130
125
120
OUT FALL/ ENERGY
DISSIPAT OR
ESTIMATED MEAN HIGH
WATER SHORELINE
Approved By
E.A.W.
DESIGNED BY
M. W. /T. W.
C.A.D.D. BY
6-30-0,
DATE
6-30-0,
DATE
CHECKED BY
• 6-30-04
DATE
DATE PLOTTED
GRiNNELL
MARINE BLUFF
VICINITY MAP
VERTICAL DATUM
L.S. CAP (HOLMAN)
ELEV. = 203.59
ASSUMED
SCALE: 1 "=20 FEET
—_®
111110
0 10 20
LEGEND
0 4" DIA. PERF PVC
(CLASS 200 OR BETTER) S=0.5Z(MJ)
1A FOOTING DRAIN CLEANOUT
2 4" DIA. SOLID WALL PVC
2 (CLASS 200 OR BETTER) S=29o(MJ)
ROOF DRAIN DOWN SPOU
2A CLEANOUT
40
EXPIRES: 9/11/05
SITE PLAN
DWG: 04125-1