HomeMy WebLinkAboutBusiness Park (East Park Avenue Utilities)ASBUILT MAP FOR PORT T0 WSED BUSINESS PARK
IN SECTION 9, TOWNSHIP 30 NORTH, RANGE I WEST, W.M.
CITY OF PORT TOWNSEND
JEFFERSON COUNTY, WASHINGTON
CB
RIM ELEV= 240.34
INV EAST (12' ABS) ELEV= 239.09
INV SOUTH (12' ABS) ELEV. =238.9
CB
RIM ELEV =240.78
INV NORTH (12" ABS) ELEV =236.79
EXISTING CB INV SOUTH (12' ABS) ELEV=236.81
RIM ELEVNW (
121 \
INV OUT NW (12" ABS) ELEV. 231.81
INV IN SOUTH (12" ABS)ELEV. =231.83
INV IN EAST (12' ABS) ELEV.=231.78
EXISTING
E. PARK AVENUE INV OUT 8 3(
soUTH)= 233.04
SSMH.
INVERTS DIFFlCULT TO MEASURE DUE TOUDNOTBEINGCENTEREDOVERCHANNEL)
RIM ELEV= 249.22
C)
INV. OUT 8' 11111= 243.27INV. IN 8" (NORTH)= 243.37 SSMH.
EXISTING CB
RIM ELEV =238.04
WATER STUB RIM ELEV =250.25
INV OUT NORTH (12"
EXISTING INLET 18' ABS
INVERT
70INV. IN8a (WEST)
ABS) ELEV= 233.19
V= 243.82' l CONNEC:TA IOUN 242.57
INV.
INV IN SOUTH (15'
EXISTING WATER LINE IN 8" (NORTH)= 242.57 LOT 26
ABS)= 233.40
LOT 2
LOT 28
ABS)= 233.48
LOT 6
WL : .. .B..:PVC -WL... EXISTING SSMH.
RIM ELEV= 247.32
SS . .. , O.'..
INV. OUT 8"
EAST)= 240.73
INV. IN 8"
EXISTING OU ALL 12' PVC WEST)= 240.83
INVERT ELEV. 243.07' STING OUTLET 18" ABS TIGHTLINE (NO CHANNELINVERTELEV =243.14'
LOT 70 ss ' I LOT 25
LOT 22
LOT 69 SSMH. -
RIM ELEV= 248.49
INV. IN 8" (WEST)= 241.01 O,"
INV. OUT 8" (EAST)= 240.91
0 ....
LOT 21
CB 9 '
RIM ELEV= 246.69
INV EAST (12' ABS) ELEV =24401
INV SOUTH (12" ABS) ELEV. =243.95 INLET. LOT 20
INVERT (12" ABS) ELEV= 245.24
LOT 71 LOT 19
SSMH.
ol: RIM ELEV =245.82
INV. OUT 8' (SOUTH)= 239.81
LOT 72
LOT 18
CB
RIM ELEV= 243.43
INV NORTH (12' ABS) ELEV=241 GB LOT 16 LOT 1INVSOUTH (12' ABS) ELEV =240.89 wi.
SSMH.
RIM ELEV= 242.95
LOT 73 INV. IN 8' (NORTH)= 236.75
INV. IN 8" (EAST)= 236.75
CB INV. OUT 8" (SOUTH) =236,6
RIM ELEV= 241.37
INV WEST (12' ABS) ELEV =239.87 O - SEWER STUB
INV EAST (12" ABS) ELEV =241.01
INV NORTH (12" ABS) ELEV =239.911.
4E .:.
OUTFALL
INVERT 12" ABS )
INLET.
INVERT (12' ABS)
ELEV= 239.13 ELEV =240.33
LOT 14 LOT 15
CB
RIM ELEV= 240.34
INV EAST (12' ABS) ELEV= 239.09
INV SOUTH (12' ABS) ELEV. =238.9
CB
RIM ELEV =240.78
INV NORTH (12" ABS) ELEV =236.79
EXISTING CB INV SOUTH (12' ABS) ELEV=236.81
RIM ELEVNW (
121 \
INV OUT NW (12" ABS) ELEV. 231.81
INV IN SOUTH (12" ABS)ELEV. =231.83
INV IN EAST (12' ABS) ELEV.=231.78
EXISTING
E. PARK AVENUE INV OUT 83(
soUTH)= 233.04
INV. IN 8" (WEST)= 233.17
INVERTS DIFFlCULT TO MEASURE DUE TOUDNOTBEINGCENTEREDOVERCHANNEL)
C) r
EXISTING CB
RIM ELEV =238.04
U) INV OUT NORTH (12"
A ABS) ELEV= 233.19
INV IN SOUTH (15' m ABS)= 233.40
INV IN WEST (8"
ABS)= 233.48
LOT 6
DRAWN BV: JCA
HRI. 013009- P1HP_ASBUILT- 072011
INLET.
INVERT (12' ABS)
ELEV = 238.66
RIM ELEV= 241.21
INV. IN 8" (NORTH)= 234.16
INV. OUT 8' (SOUTH)= 234.06)
LOT 13 LOT 11
O
LOT 12
CB
RIM ELEV238.44 LOT 10
INV WEST (12' ABS) ELEV=235.86
INV EAST (12' ABS)-235.95
CONNECTION TO
EXISTING WATER LINE
LOT 7
LOT 8 LOT 9
S2
Oq
O
O
2
3
50 25 0 50
SCALE IN FEET
CONTOUR INTERVAL- 1 FOOT
VERTICAL DATUM = NAVD 88
LEGEND:
DENOTES CATCH BASIN.
FHP DENOTES FIRE HYDRANT.
DENOTES SANITARY SEWER MANHOLE.
DENOTES WATER VALVE.
DENOTES NEW ASPHALT PAVING.
DENOTES EXISTING SANITARY SEWER UNE.
DENOTES FLOWLINE OF DITCH.
DENOTES STORM DRIAN UNE.
DENOTES WATER METER.
O DENOTES POWER STUB.
NOTES.
1. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE METHODS USING A 1 SECOND
TOPCON GTS -313 TOTAL STATION AND STEEL TAPE.
APRIL 30, 2012