HomeMy WebLinkAboutElm St. & Cook St. Waterline ExtensionElevation= 208.09 0
wv
x x x - x x x
Elm Street
x x x x
VERTICAL DATUM NOTES
All elevations are referenced to "City of Port Townsend Geodetic
Control Network and Monumentation Plan" recorded Volume 19,
Surveys, Page 61.
Reference Monument No. 9195, ID No. 0010580, Vertical datum NAVD
1988. Orthometric Elevation (US feet) 184.73.
Located on the east side of a gravel driveway and four feet south
of the fog line at 1851 Hastings Ave.
SURVEY NOTESThissurveyhas been prepared from a closed random traverse
using a "Topcon APL 1 A" total station. The anticipated positional
tolerance of vertical control points is ±0.07'
Survey performed by Parrish Land Surveying
360 - 379 -3044
Legend
0 Survey Station, Spike with Yellow Flagging
Easement
Subject Property Boundary
x Fence Line
x x x x x•
Rebar & Cap
LS 21445 Fischer
Elev. =209.8
North side of fence
post, Corner Bears
S82'30'18 "E 14.98
W
rno LO
M M
6 M
V
Rebar & Cap
LS 21445 Fischer
Elev. =208.7
S02'24'08 "W
269.49
Driveway
Elev. =209.6
Elev. =205.3
S02'36'17 "W 660.90
S79'24'22 "E
54.85
Easement —
LANDS OF
DINSMORE & NORDQUIST
AS DESCRIBED UNDER AFN 472302
TAX PARCEL NUMBER QQ1042005
5.05 acres
S02'32'36 "W 2D 282.12
Rebar & Cap
LS 21445 Fischer
Elev. =198.6
198.61
x-
Fence not located
X x by survey (dashed line)
x - - -- x x x x x x x
Elev. =199.1
0 Elev. =207.3
Hydrant
0 NO2'32'36 "E
Elev. =212.7
660.41
x x x
3
00
r
00
00
z
Rebar & Cap
LS 21445 Fischer
Rebar & Cap
L/North
21445 Fischer
North side of fence
post, Corner Bears
S73'29'50 "E 4.05
x
x
x
x
L
x 0U
N
L
U Nx
N
N
0..
x
E
C
a ] U
L NL
U) x
W 06
N
a.
0 P0
7 xMQ >
x
x
x
Rebar & Cap
LS 21445 Fischer
E--
7
W 1)
W W,
Q V) 0,
L J z ry0
w0Z
Z I— 88J
0-11 L
LLJ .O y
0
0
0 C)
Z 0 m
0
W
Q
rz
W J
O
W
a.
fr
I 141l'i 'I% "'d0
N
EXISTING 6" PVC WATER LINE
V) Rebar & Cap
LS 21445 Fischer
0 v Elev.=208.7 Rebar & Cap0rLS21445FischerNEWLINEM1 ' 0STARTOF > S02*24'08"WZ: A
a 269.49 Z--— Elev.=198.6
Elevation= 208.09 Elev.=205.3
6" PVC Elm Street S79*242q2"E
Driveway 54.85
X—X X—X—X—X—x—x X—X- X—X—X—X-
X—x —
X—X—X—X—X—x
LSb21445CFischer
x 8" PVC WATER LINE
X—X—x
North side of fence
x
tX6 X 6 X 8 TEE — Rebar & Cap post, Corner
S02*36'17"W 660.906" VALVE LS 21445 Fischer Elev.=209.6 8 X 8 X 6 TEE Elev.=199.1 '50"E 4.05Elev.=209.8 CORP. SADDLE TO 6" VALVE
S73*29
North side of fence
2" BLOWOFF
post, Corner Bears
S82*30'18"E 14.98 Go
Cn
rn
VERTICAL DATUM NOTES
to "City of Port Townsend GeodeticAllelevationsarereferenced
Control Network and Monurnentation Plan" recorded Volume 19,
Surveys, Page 61.
Reference Monument No. 9195, ID No. 0010580, Vertical datum NAVID
1988. Orthometric Elevation (US feet) 184.73.
d four feet southLocatedontheeastsideofagraveldrivewayan
of the fog line at 1851 Hastings Ave. LANDS OF
DINSMORE & NORDQUIST
rn
Of
U-) AS DESCRIBED UNDER AFN 472302 3:: SURVEY NOTES 7 TAX PARCEL NUMBER QQ1042005 < 2
This survey has been prepared from a closed random traverse ro ntto 5.05 acres
using a "Topcon APL IIA" total station. The anticipated positional bo to U Co C
points is ±0.07' C0 > Elev.=207.3 K) V)
tolerance of vertical control (n a_ 60 to
Survey, performed by Parrish Land Surveying M
360-379-3044 3:
z
K
0
to r7
CONSTRUCTION NOTES CO
All work performed as specified per City of Port Townsend z
code under Public Works permit #SDP04-05OR by Tri—Area
Contracting (Dick Shold), 'WA contractor license #TRIARC239QD.
1" COPPER 32.0'
J" CORP. SADDLE
2 FUTURE SERVICE CONNECTIONS
S02*32'36"W ® 282.12 Rebar & Cap
LS 21445 Fischer
NO2'3236"E 660.41
Grophic Scale
Elev.=212.7
40 0 20 40
Legend
Survey Station, Spike with Yellow Flagging
New Water Main — Class C900 PVC Used Throughout
0
Q
X Fence Line 0,
Subject Property Boundary LO
U)
3
Witness Post 0
D
a- E
Co
C
00
U)
U)
06
E
CV
Rebar & Cap
LS 21445 Fischer
W
CL
LL
C
n
to
0
Z 0
0
a- 0
L 0 Z 0 0
P C:)
CA p 15 U: I W