HomeMy WebLinkAboutM St.; Fir to Maple Surveyed As-builtFND. A 2" BRASS CAP WITH PUNCH --p-
MARK INSIDE STEEL CASE AT THE
INTERSECTION OF "0" STREET AND
FIR STREET (VISITED 7107)
W
LEGEND: (EXCEPT AS OTHERWISE INDICATED) N
RIGHT OF WAY CENTERLINE 1n 30,
ASBUILT CENTERLINE ' (ROWy)
EDGE OF PAVEMENT 139.34
yy ,.,UNDERGROUND WATER LINE 139.36
UNDERGROUND SANITARY SEWER LINE I
r ,
CULVERT (AS DESCRIBED)
UTILITY POLE I 139.23
pq... WATER VALVE
Q... STORM MANHOLE 139.31
WATER METER
FAI ...POWER TRANSFORMER I '
L...SANITARY SEWER MANHOLE
E] ... STORM CATCH BASIN
0 ... FIRE HYDRANT
138.72+ ...GROUND ELEVATION
U.S. SURVEY FEET)
139.14
t
139.37
M" StREETAS-BUILT
BETWEEN FIR STREETAND MAPLE STREET
SUPPLEMENTAL PLAT OFPETTYGROVES ISTADDITION
IN
THE CITY OF PORT TOWNSEND, JEFFERSON COUNTY, WASHINGTON
PREPARED FOR
MMA THIAS AND GILLETTE LL C
EDGE OF PAVEMENT
LOT 7 I
Il
SANITARY SEWER MANHOLE LOT 5
RIM EL.= 140.54'
Ir
FLOWZ/NE EL. = 134.8' I
I--. 50.00' I
c EDGE OF NEW PAVEMENT
139.09
139.79 "
STORM CATCH BASIN I
i41. 142.69
RIM EL =141-10'
II
LOT 3
1I
BLOCK 29 LOT 1
r
y' -`_ 153.21
156.00
158.39 _ . 00,
I
J
149.01
i___
160.42
s 3 15- -. ' 00
1-SJ
161.17
153.57 i 156.19 '55
S? 90 __ ; SANITARY SEWER MANHOLE
151.94 '_ - _ 159.55
161.54 i _ 5 ¢ RIM EL, =191.38' 8 CPP S 1. E. =139.5 I --
hj 0 148.72 -. FLOWLINE EL.= 182.45'
PROCEDURES.
THIS SURVEY IS BASED ON A GROUND SURVEY
UTILIZING CONVENTIONAL TRAVERSE METHODS
WITH CLOSURES THAT MEET OR EXCEED THE
STANDARDS CONTAINED IN WAC 332 - 130 -090.
EQUIPMENT.
SOKKIA SET -38, 3" TOTAL STATION
SDR 33 DATA COLLECTOR
DATE OF S UR VE Y:
JUL Y, 2007
NOTES:
1) UNDERGROUND UTILITIES SHOWN HEREON ARE
BASED UPON FIELD MARKINGS PLACED BY OTHERS
146.47 vv
STRIPED CL FIR ST °sue 142.11 144.33
I
139.57
140,04 161.54 so
PLATTED CL FIR ST:
r 139.60 / 50 00 S . ~ W EB
STORM DRAIN MANHOLE
RIM EL. = 140.78' I I
8" PVC N I. E = 138.9'
8" PVC S I.E.= 138.7' r i
I
139.82
MA
r ;
st-
o` 35986 9S's cISTE
L LA I
EXPuM: S - i 2 - o
DATE: q -Zo-O 7
STORM CATCH BASIN
1I
50.00' RIM EL. = 141.09' I
8" CPP N I. E = 139.3' I
I 20 " M " ST.
8" PVC S 1. E. = 139.3' 0 00' PLATTED CL
3.58 10Q -0-0-, +• :
O
LOT 8 I I PARCEL C
I / 30' '+
J
Z I O (ROW) "V
J / LOT 6 I o
BLOCK 25 ' 9
I I
SUPPLEMENTAL PLAT OF I ~ -----00. T 0 2
PETTYGROVES 1ST ADD w 1 Scale 1" = 20'
20' 0 20' 40' 60'
VOL. 1 OF PLA TS, PG. 36 I o
DISTANCES SHOWN HEREON ARE GROUND DISTANCES
f V .00' I !
I
I PARCEL B
50.00- I o BASES OF BEARINGS.-
oZ'31'15"
r
I(Rc
I
LOT 7 W
1 ' --
II -
I 991 NORTH ZONE NORTH AMERICAN DATUM (NADI
139.93
I
0 00'
0 s
0010270 AND #0010261
I 4
SEE VOL. 19 OF SURVEYS, PAGES 61 -70 FOR FURTHER
I
I
INFORMATION REGARDING GEODETIC CONTROL POINTS
VERTICAL DATUM: PARCEL A
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
I DETERMINED FROM TRIGONOMETRIC TIES TO CITY OF PORT
f TOWNSEND GEOMETRIC CONTROL POINTS 10010270
ELEV, = 128.46' AND #0010261 ELEV. = 175.72
a o 00 r oa
m
z
1
MA
r ;
st-
o` 35986 9S's cISTE
L LA I
EXPuM: S - i 2 - o
DATE: q -Zo-O 7
STORM CATCH BASIN
1I
50.00' RIM EL. = 141.09' I
8" CPP N I. E = 139.3' I
I 20 " M " ST.
8" PVC S 1. E. = 139.3' 0 00' PLATTED CL
3.58 10Q -0-0-, +• :
O
LOT 8 I I PARCEL C
I / 30' '+
J
Z I O (ROW) "V
J / LOT 6 I o
BLOCK 25 ' 9
I I
SUPPLEMENTAL PLAT OF I ~ -----00. T 0 2
PETTYGROVES 1ST ADD w 1 Scale 1" = 20'
20' 0 20' 40' 60'
VOL. 1 OF PLA TS, PG. 36 I o
DISTANCES SHOWN HEREON ARE GROUND DISTANCES
f V .00' I !
I
I PARCEL B
50.00- I o BASES OF BEARINGS.-
oZ'31'15" WASHINGTON COORDINATE SYSTEM ADJUSTMENTI
LOT 7 W
1 ' --
II -
I 991 NORTH ZONE NORTH AMERICAN DATUM (NADI83191). DETERMINED FROM FIELD MEASUREMENTS TO
0 00' CITY OF PORT TOWNSEND GEODETIC CONTROL POINTS
i LOT 5
fI
20000' ' 0010270 AND #0010261
I 4
SEE VOL. 19 OF SURVEYS, PAGES 61 -70 FOR FURTHER
I
I
INFORMATION REGARDING GEODETIC CONTROL POINTS
VERTICAL DATUM: PARCEL A
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
I DETERMINED FROM TRIGONOMETRIC TIES TO CITY OF PORT
f TOWNSEND GEOMETRIC CONTROL POINTS 10010270
ELEV, = 128.46' AND #0010261 ELEV. = 175.72
V rte' ,,.
SEE VOL. 19 OF SURVEYS, PAGES 61-70 FOR FURTHER
of
10 Streit Rd. (P.O. Box 757 org, WA. 4 98324 INFORMATION REGARDING GEODETIC CONTROL POINTS
NO: 00375 PHONE: (360) 683 -3438 FAX (360) 683 -3241