HomeMy WebLinkAboutMLA01-00140 Approved Site Plann
E
A
OF BANK
SHED
BUILDINGS
EMOVED
E 30 YARD RAIN
G TOP ELEV 358
_ INV ELEV 356
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CATCH BASIN
TYPE 1
TOP ELEV 321
INV ELEV 319
ARD DRAIN
TYPE 30
TOP ELEV 354.0
INV ELEV 352
a IN
1� 160
ryry�o
340
77
SHED
LTYPE 2 CATCH BASIN WITH
J FLOTABLE MATERIAL
SEPARATOR PER C17Y OF
PORT TOWNSEND DETAIL S -11
TOP ELEV 346.5
- OVERHEAD INV ELEV 344.2
UTILITY L1 E
GVY DOW
0
\
RESIDENCE
TO BE
REMOVED
3�0
3,5 ,
TOP OF BENCH
TOE OF BLUFF
ORDINARY HIGH WATER
HAND PLACED LOGS
18 +0 MIN DIAMETER
SEE SECTION DETAIL
\
CB TYPE 1
SEAL SPACE BETWEEN
4" ADS AND 8" PVC
iii QdI�C
4" ADS PIPE
EXISTING SLOPE
"
2 — 4'7(8"7(10' TREATED
SEE DETAIL
TIE DOWN
DETAIL
NTS
VICINITY MAP
I" = 5000'
DOUBLE 16 BARS 5' LONG,
'ACED AT 12'f —SEE DETIJL
TIE DOWNS AT
QUARTER POINTS
8" PVC
4" ADS •
2 — 4" X 8" ON EDGE
APPROVED
PIPE CAR IEgfORMWATER PLAN
DETAIL
NI S JUN 2
JEFFERSON COUNTY
DEPT. OF COMMUNITY OEVEWPMEN't
SIGNATURE:
2
24 ..1 _-C1� 8
00
4" — 8" ROCK
TO SERVE AS AN
ENERGY DISSIPATER
$ 't7
N ORDINARY HIGH
I /— WATER ELEV.
18 OR LARGER LOG
(BURIED 1/3 INTO SAND)
SECTION AT BLUFF
Hadlock l Meade Rd,N
SR 116 \ \
o 1
(S
Rd. \\ day y
Moen gd
s�
Robbins Rd.
Chimacum Rd. OAK
Chimacu BAY
Old Oak Bay Rd. PROJECT
SITE
V.
!p o
y_
dae
Mats Beoch Rd.
McKeon Rd. 4y AS
NOTE:
CONNECT ROOF DRAINS TO YARD DRAINS WITH PVC TIGHT
LINES.
CONSTRUCT NEW DRNEWAYS SO THAT ALL RUN —OFF IS
DIRECTED TO THE YARD DRAINS.
VERIFY DIMENSIONS AND ELEVATIONS IN THE FIELD AT THE
TIME OF CONSTRUCTION. ADJUST ACCORDINGLY.
CONTOUR ELEVATIONS ARE BASED ON AN ASSUMED DATUM
WHICH IS APPROXIMATELY 300 FEET ABOVE THE
JEFFERSON COUNTY DATUM.
D
M P - 7 2001
JEFFERSON COUNTY
OEPT. OF COMMUNITY DEVELOPMENT
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C. DATE. ,a , 2e /Dl
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DATE: 4128101
SCALE:
,1oB NO:
DRAWN: Dg
SHEET
OF 1 SHEETS