HomeMy WebLinkAboutDorothy Lane Road, WaterlineStorm Grates
6
-
i
n
c
h
P
V
C
W
a
t
e
r
M
a
i
n
Plan View
SS
SS
W
W
6-inch Water MainPower Pole
Approx.
E
PUD Electrical
Transformer
Drawn by: Everett A. Sorensen, P.E.
Evergreen Engineering
715 Grant Street
Port Townsend, WA 98368-2405
ev_sorensen@hotmail.com
360-821-9960
October 14, 2018
As-Built Sheet 1 of 1
Street, Utilities & Stormwater
Management Features
Hastings Third Addition
Block 20 Between Holcomb St & Gise St
Between 29th St & 30th St
Port Townsend, WA 98368
Serving Eight Parcels: 9579020-01
-02, -03, -04, -06, -08, -09, -10
High Voltage Power ≥4' from
Water Main per PUD Design
Landis Lane
0 80 12040 160 Ft
Original Scale: 1 inch = 20 Ft
When Printed at “Actual Size” (22"x34" Sheet)
E
Fire Hydrant
≥1,500 gpm
Discharge to
Storm Ditch
Storm Culvert
8-inch PVC
Gravity SS
Main
Fire Hydrant
≥1,500 gpm
SS
W
Rip-Rap
Rock Lining
Stormwater Swale
Low Voltage Conduit
30' Alley ROW
Stormwater Outfall from Street
Between E. End of Wedge and
Curved Gutter Rip-Rap Protected
Asphalt Wedge Along
North Side of Street