HomeMy WebLinkAboutG St. Beech to Cherry Waterline ExtensionDriveway
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Hot Top (Top by City. Ctr Dig) D iveway(oxjst)
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Stop Sign
6 Gate Valve PP Existing culve
8, R/W w ew Top for ADUf,antra or to verify location
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Existing 1" GaIv (spaghetti)
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of Cherry Street
Provide new 11" top for 1000 G St. G" STREET
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W WATER LINE
SID- STORM DRAIN LINE
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PVC Li6" PVC Line
SS SANITARY SEWER LINE
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LOT LINE / R/W
New 1" Tap for 1000
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New 6' PVC Water Main
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HEDGE
Temporary Bench Mark (TBM)
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provision or conditions and requirements.
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4. The contractor shall be fully responsible for the location and
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continuous tracing tape installed 12"-18" under the final ground,,
surface. The miarker tape shall be 4" wide minimun plastic
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Exist )6" AC Line
FH (Exist)
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Hot Top (Top by City. Ctr Dig) D iveway(oxjst)
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Stop Sign
6 Gate Valve PP Existing culve
8, R/W w ew Top for ADUf,antra or to verify location
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Existing 1" GaIv (spaghetti)
Block 2
BKore ohy igging or installatioi
47.22
4" AC
Existing culvert
C— ce (exist)
Gate Valve (exist)
4-.—
Hot Top (Tap by City, Ctr Dig)
4" Gate Valve
4 x 6 increa s
Location — M. . Df4 t from other to
CB (exist)
Edge of Asphalt
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Existing CB(NW Corner)
C7670. Beech St. ADU
of Cherry Street
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LEGEND
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W WATER LINE
SID- STORM DRAIN LINE
SS SANITARY SEWER LINE
1) /r T UNDERGOUND TELEPHONE
LOT LINE / R/W
New 1" Tap for 1000
To be used for flushing Sampli ig) Exist r, Exist gro nd on enterlinndoncenterfina.
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ASPHALT
TREE (AS NOTED)
HEDGE
MH MAINTENANCE HOLE
45.66 SPOT ELEVATION
Generals Conditions
1. A preconstruction meeting shall be held with the city prior
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New Valve' Box
46 L
provision or conditions and requirements.
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146
4. The contractor shall be fully responsible for the location and
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5. All non—ferrous pipe and services shall be installed with
continuous tracing tape installed 12"-18" under the final ground,,
surface. The miarker tape shall be 4" wide minimun plastic
Existing 1 Concr.te
coded for the utility to be marked and which can be detected
by a standard metal detector. The tape wire shall be furnished
and installed by the contractor.
6. The contractor shall have a copy. of the approved plans
and permits at the construction site at all times.
7. All disturbed areas shall receive temporary and permanent
erosion control in the form of vegetation establishment
such as grass seedings.
C ross Cul ert
Monday to Friday, unless otherwise approved in writing.
44-
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NewA.1 PVC Main
47.22
4" AC
Existing culvert
C— ce (exist)
Gate Valve (exist)
4-.—
Hot Top (Tap by City, Ctr Dig)
4" Gate Valve
4 x 6 increa s
Location — M. . Df4 t from other to
CB (exist)
Edge of Asphalt
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W
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8" RCP (existing sewer main)
A-f
Scale 1 20'
ry
Existing CB(NW Corner)
of Cherry Street
t
48 New Valve Box,!
LEGEND
W WATER LINE
SID- STORM DRAIN LINE
SS SANITARY SEWER LINE
1) /r T UNDERGOUND TELEPHONE
LOT LINE / R/W
New 1" Tap for 1000
To be used for flushing Sampli ig) Exist r, Exist gro nd on enterlinndoncenterfina.
ASPHALT
TREE (AS NOTED)
HEDGE
MH MAINTENANCE HOLE
45.66 SPOT ELEVATION
Generals Conditions
1. A preconstruction meeting shall be held with the city prior
New Valve' Box
46 L
provision or conditions and requirements.
146
4. The contractor shall be fully responsible for the location and
existing underground utilities by calling 1-800-424-5555.
5. All non—ferrous pipe and services shall be installed with
continuous tracing tape installed 12"-18" under the final ground,,
surface. The miarker tape shall be 4" wide minimun plastic
Existing 1 Concr.te
coded for the utility to be marked and which can be detected
by a standard metal detector. The tape wire shall be furnished
and installed by the contractor.
6. The contractor shall have a copy. of the approved plans
and permits at the construction site at all times.
7. All disturbed areas shall receive temporary and permanent
erosion control in the form of vegetation establishment
such as grass seedings.
C ross Cul ert
Monday to Friday, unless otherwise approved in writing.
44-
42
i ----------------------------------
NewA.1 PVC Main
40 40
0-30 0+00 0+30 0+80 1+00 1+30 2+00 2+30 2+60
PROFILE "G" STREET.
Scale: Hor: 1" 20' Vert : 1" 2'
APPROVEI
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8" RCP (existing sewer main)
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LEGEND
W WATER LINE
SID- STORM DRAIN LINE
SS SANITARY SEWER LINE
1) /r T UNDERGOUND TELEPHONE
LOT LINE / R/W
X X FENCE LINE
PP POWER POLE
M TELEPHONE PEDISTAL
CONCRETE WATER VALVE
0(.FH FIRE HYQRANT
ASPHALT
TREE (AS NOTED)
HEDGE
MH MAINTENANCE HOLE
45.66 SPOT ELEVATION
Generals Conditions
1. A preconstruction meeting shall be held with the city prior
to any construction.
2. All workmanship and materials shall be in accordance with the
City of Port Townsend Standards, the current edition of the
State of Washington Standard Specifications for Road, Bridge
and Municipal Construction, and any project specific special
provision or conditions and requirements.
3. Temporary erosion control measures are required and shall
comply with the storm water code, Chapter 5 of these
Standards and WSDOT/APWA Specification 1-07.15
4. The contractor shall be fully responsible for the location and
protection of all existing utilities. The contractor shall verify all
existing underground utilities by calling 1-800-424-5555.
5. All non—ferrous pipe and services shall be installed with
continuous tracing tape installed 12"-18" under the final ground,,
surface. The miarker tape shall be 4" wide minimun plastic
non—biodegradedable, metal core or backing marked and colored,'-'-
coded for the utility to be marked and which can be detected
by a standard metal detector. The tape wire shall be furnished
and installed by the contractor.
6. The contractor shall have a copy. of the approved plans
and permits at the construction site at all times.
7. All disturbed areas shall receive temporary and permanent
erosion control in the form of vegetation establishment
such as grass seedings.
8. Construction work shall be restricted to 7:00 AM to 5:00 PM
Monday to Friday, unless otherwise approved in writing.
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