HomeMy WebLinkAboutBLD2019-01137 - BLD Permit / Conditions - 10/7/2019n
° IRON PIPE _
(EMERSON)
•
SYMBOL LEGEND:
S FOUND MONUMENT AS NOTED
® CALCULATED POSITION OF MONUMENT
PER AFN 1954912
FOUND AS NOTED
FOUND MAG & WASHER AS NOTED
= CALCULATED
_ = PLAT OF DETROIT NO. 2, VOL 1, PG 23
0 = FRUIT TREE
P
= STORM CATCH BASIN
= STORM DRAIN MANHOLE
= POWER VAULT
= UTILITY POLE
E — - GUY WIRE
CP7 = PROPANE TANK
-cr- - SIGN
OP
FOUND 3/4° IRON PIPE C./
(EMERSON)
\i
V�
/—-584'4W 55.27'----
FOUND MAG & WASHER ^")
AUDITOR'S CERTIFICATE
•
CONCRETE
CURB
EDGE OF ASPHALT
RAILROAD TIE
_ CONCRETE
CURB
I
1
835.77'
W. 1/4 CORNER
SECTION 5
CALCULATED PER
BLA 1688552
FILED FOR RECORD THIS DAY OF , 20
AT .M. IN BOOK OF AT PAGE
AT THE REQUEST OF W E COATES SURVEYING.
A.F.N.
DEPUTY AUDITOR
COUNTY AUDITOR
1
/
/
/
69.94
OP_
GRAVEL EDGE
CONCRETE
WALK
CBTYPE I
RIM=29.61'
IE(NE) 12° CONC.=27.76'
IE(NW) 8° PVC=28.31'
NORTH LINE OF GOVERNMENT LOT 3
S88'04'33"E 2651.86'
FOUND 3/4° IRON PIPE
(EMERSON)
0.06' NORTH
SURVEYOR'S CERTIFICATE
30'
DIW
Q
UI
30' 1,/
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF SURVEY RECORDING
ACT AT THE REQUEST OF HHJ
IN JANUARY 2017
WADE
ELLIS
COATES.
PLS
CERTIFICATE #42584
1
LANDSCAPE
C/L
GRISWOLD
zo
it
4.62'
ROCK WALL —
30' I I
I FOUND 3/4° IRON PIPE
(EMERSON)
30'
•
N. 1/4 CORNER SECTION 5
CALCULATED PER ROS V. 29, P. 205
6' FENCE
DECK
— 8° CONCRETE
WALL
OVERHANG
8° CONCRETE
EDGE STRIP
AVE.
CALCULATED
CENTER SECTION
•
6
UUIM jRL. I
PAD
FOUND 3/4" IRON PIPE
(EMSON)
01t WORTH
CONCRETE
PAD
WOOD
PILING
J LED CURB
OHWM = 16.20'
CONCRETE
75.00'
KIOSK
/
VERTICAL DATUM:
TIDAL-MLLW
11DAL BENCH MARK AT ALLYN, CASE INLET,
WASHINGTON.
DESIGNATION: 944 6281 11DAL 3
PID: SY0805
EPOCH: 1983-2001
LOCATION: N4773'00°, W122'49'36° NAD 83(1986)
ELEVATION: 16.11' NAVD 88
(0 00' NAVD 88 = 3.93' TIDAL-MLLW)
BENCH MARK INFO. RETRIEVED APRIL 3, 2008 FROM
N G S
USED ELEVATION ON WSDOT MONUMENT #5202 AS
CONVERTED FROM NAVD 88 TO TIDAL-MLLW, AS
SHOWN HEREON.
CONTOUR INTERVAL = 2'
EQUIPMENT UTILIZED FOR THIS SURVEY:
SPECTRA PRECISION FOCUS 30 AND ASHTECH
PROMARK 2
METHOD - FIELD TRAVERSE
THIS SURVEY COMPLIES WITH ALL STANDARDS
AND STATUTES OF THE SURVEY RECORDING ACT
(CHAPTER 58.09 RCW AND 332-130 WAIL/
CONCRETE
STAIRS
vo,Wa-
IMMO
W IMM
—Wv1aa0
flOMM
FOUND 3/4° IRON PIPE J
(EMERSON)
014' NORTH
/
•
W.E. Coates Surveying
9825 Glory Dr SE
Olympia, WA 98513
•
i
D
M BULkt1EAD
12 CONC.=13.85'
FOUND LEAD W/ TAG
4 14 2008
TB ELEV.=16.64' MLLW \\
PR OS
IE
SURVEY IN:
53.82'
LE °nR1'PTI
THAT Pe° ON GRISWOLD A'VENUE;\A 0°'ING"TO
THE PLAT DETROIT NO 2 AS RECORDED IN VOLUME 1
OF PLATS, PAGE 23, RECORDS OF MASON COUNTY
WASHINGTON., AND BEING A PORTION OF
GOVERNMENT LOT 2 SECTION 5, TOWNSHIP 21
NORTH, RANGE 1 WEST, W M
1" = 30'
0 15 30 60
BASIS OF BEARINGS:
WASHINGTON COORDINATE SYSTEM OF 1983, SOUTH
ZONE (NAD 1983/91)
PER WSDOT SURVEY CONTROL
**ALL DIMENSIONS ARE SHOWN AT GROUND LEVEL,
UNLESS OTHERWISE NOTED.**
EASTERLY EXTENSION OF UPLAND
AND TIDELAND PROPERTY LINES,
PER ADJOINER DEEDS, AGREES WITH
OCCUPATION
N88'02'25"W 76.00'
S7'26'54"W 9 02'
ALSO ALL TIDELANDS OF THE SECOND CLASS
FORMERLY OWNED BY STATE OF WASHINGTON
SITUATE IN FRONT OF ADJACENT TO OR ABUTTING
UPON THE ABOVE DESCRIBED UPLAND AND LYING
BETWEEN THE NORTH AND SOUTH LINES THEREOF
EXTENDED EASTERLY EXCEPTING ANY PORTION
THEREOF BELOW THE LINE OF MEAN LOW 11DE
S1559'09"W 15.39'
S88'02'25"E 71.97'
PORTION OF TIDELANDS AND BEDLANDS IN AND
ABUTTING THE S.W 1/4 OF N.E. 1/4 AND N.W. 1/4
OF S.E. 1/4 OF SECTION 5, T 21 N., R. 1 W.,
W.M., MASON COUNTY. WASHINGTON
(GOV'T LOTS 2 AND 3)
FOR: HHJ
APN:
1
\
DESCRIBED AREA FOR LEAS
Job #: 17-2
Scale: 1" = 30'
Date: 1 /31 /2017
Drawn by. CSB
Checked by. WEC
Drawing name: GV BOAT i'AMP
Field Book: GRAPEVIEW
Sheet 1 01 1