1990, 10-15 Site PlanManufac-t ured
Home
M•�• Cap at end of watermain
w/ Concrete Blocking
t water service and watermeter
Per M.E.W. Co.
Snslall 3hxSax d' Tee. Max M3x.P -
w / Concratte. Blocking -to west
w/ G" R.S. Gate Valve , Fi-Xma ,
G" Di Class ISO C900 PVC,
2 Ti Rods and 3-Port
Fire -\ drank with blocking
Per M.E.W. Co.
0-
a
WAREHOUSE
ADDITION
Construct 8 Dia. Class 150 C900 AWWA PVC
C.O.
Scale in Feet
30
0
30
60
In
In
C.O.
RETAIL_
ADDITION
2, CI-4-5` Elbows, M3 x MS
w/ Concrete Blocking
Instoll 8"x8`XSn Tee, M
w/ Concrete Blocking
Entrance
Meter Vault
OFFICE
SPACE
I) Simpson Engineers, at 92G-I322, must be called be -Fore arty closures.
2� M.E.W., at 928-4540) must be. called before any closures.
3) Main location must be. determined by Simpson Engineers.
4) All materials must be inspected and approved by M.E.W. prior `ho inns+altation.
Watermains to be disinfected to the satisfaction of -hhe
Department of Health for the State of Washington.
Watermains to be. pressure -tested at Z25 p.s.i. for at least 15 minutes
to the. Satis-fac+iovl of Simpson Engineers.
7) Watermains to have 4-0 minimum cover.
8) Contractor shall obtain street opening permit -From Spokane. County
prior to construction.
9) Fire Hydrants and their •tnstallation shalt be according to M.E.W.
Standard sheet dated 2/22/83.
to) Att materials mu.s+ be. new.
II) Blocks shall be precast, rein -Forced concrete, G"x241x 36" M.E.W. Standard.
12) M.E.W. Co. requires prepayment -For all work to be. performed by the company.
Work by M•EW. Co. will include all labor, equipment and materials.
13) Watervnain shall be a minimum of ten fee+ -From sanitary sewer tines.
I4) The. Col lowing items o.re an intecyral part of +his water -main map
A.) Le-tt'er to Conievj Enter prisesy October 15, ISSO
13.) Agreement
C.) M.EW.. speciKications "White Elephant 42 Expansion"
'EXISTING
RETAIL
E. 12't4 SPRAGUE
Entrance
S M3 x M3
to west
C.o.
Sleeve Water -main ) 20
Ex. 8" PVc s.s. -
9•
':\N\\\\\
C.O.
Sleeve watermain 20` (no Llotnts) with 10` each side of sewer
Ex. 8" PVG S.S.
Construct 8" Dia. Class 150 C. 900 AWrt WP. PVC
\ \ \ \ \ \ \\
\ \\ \ \ \ \\ \ 1 I
�I
I—
tril
EXISTING
RESTAURANT
C.O. E.. 12622
SPRAGUE
j
J
T
\`)
T . T•
T T
�
I I I I
To Fire \-Iydrant
Examined and approved this day o-F 1990
Spokane Valley Fire District No. I
Examined and approved this 15 dal,. of OCTo B E rR t990
Cat t ) c, K Q--Q � .
Modern Electric Water Company
Examined and approved this day of 1990
Department o-F Health
Examined and approved -this day of 1990
Spokane County Health District
Examined and approved -this day of 1990
Department of Building and Safety
DEVELOPER
/0
DATE
L
T
0
ti--
1'
t-I
To Building''
8 Dia. Ductile. Iron —�
Glass 5o AWwA
\\
6"Dia• Class 150
C 90o AWwA PVC
8"-90 Elbow, M3xM3`
6' x 18'x a4"
Conc. Block.
Poured Concrete
Install 8"x8x "Tee ,M3xM3xFL
w/ Concrete Btockivig to east
W/ Co" R.5. Gate Valve. , FL x M3 ,
G" Dia. Class 150 C 900 PVC ,
2 Tie Rods and 3-Port
Fire Hydrant with blocking
per M•E•W. Co.
Connec-t'iort to existing watermain
SPRAGUE
NOTE: 8 D.C.V•A. F ESCo 806 PCDA
WATTS 709 DDc
HSF.Se•Y DDc 11
8" D•S.
by M.E.W. Co.
trust be. Washington State approved
equipment with resilient seated 0.S.iY. valves
all equipment must be secured to
withstand Fire. Dept. pressures
.M..."--Pumper Connection, 4` dia.
Thrust Blocking
Approved check valve
-8" 'S Tee Fingd.
t>lt=Ell
vlti-1 W I�
�-8" D.C.V.A.
0.5.tY. Valves
II' -a"
Coupling
ROMAC-
FcA 501
2.Tie Rods
,�S D
D4I
12'
2,.e-45" Etbows,M3xM3
w/ Concrete Bloakmg
(Poured Concrete.
Cnx24xSe
Gone. Block
8nx8x8' Tee
t'k17xMS .M5
Zx18x24-J�
Conc. Block
Post Indicator Valve and Post
or•—' 8"- 90 Elbow
MSxM3
LMeter Vault Wilbert Vault Co. Product No. 1905
White Bloc.1K Co. t-MV 1281 ^CR
DETAIL : FIRE LINE TO BUILDING
(VAULT AND CHECK VALVE ASSEMBLY)
Poured
Concrete
MODERN. ELECTRIC WATER CO.
CONLEY ENTERPRISES / WHITE ELPHANT No.2
E. 12614 SPRAGUE AVE., SPOKANE, WA 99206
CLARENCE E. SIMPSON ENGINEERS, INC.
N.909 ARGONNE ROAD PH: 926-1322
SPOKANE, WASHINGTON 99212
OATAPRINT
DRAWN BY:
PROJECT NO.
DRAWING NO.
CHECKED BY:
12.369
tOF