HomeMy WebLinkAboutPUD 1 lake Arrowhead Water Main Replacement - PLN General - 3/30/2023 (2)___ATCHLINE - STA 184+71 - SEE SHEET BELOW
55,55,
PUYALLUP DR
?av
185+00
5-5
2' FROM EDGE OF
ROADWAY, TYP.
187+00
vv
TU
z
�- — - GREAT MARKET LLB':
s
N
188+16.19
1-6" HDPE TEE
2-6" GATE VALVES (FL)
4-6" FUSED FLANGE ADAPTERS
W/ BACKING RINGS
184+00
0
11111111111---4-1111."--
C
0
W
W
W
W
co
co
co
CO
co
J
I --
a
2
20'
10'
0
20'
40'
SCALE: 1 "=20'
NOTES:
1. SEE EROSION CONTROL NOTES, SHEET D-1. EROSION CONTROL SHOWN
FOR CLARITY ONLY, CONTRACTOR SHALL MEET ALL REGULATORY
REQUIREMENTS.
2. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE
LOCATION. THE CONTRACTOR SHALL HAVE UTILITIES VERIFIED ON THE
GROUND PRIOR TO CONSTRUCTION. NOTIFY THE UNDERGROUND UTILITIES
LOCATE CENTER: CALL 811.
3. TREES TO REMAIN UNLESS NECESSARY FOR CONSTRUCTION.
4. WATER MAIN TRENCH PER DETAIL 1, SHEET D-2.
5. ABANDON EXISTING WATER MAIN IN PLACE AFTER NEW HDPE WATER MAIN
CONNECTIONS HAVE BEEN CONSTRUCTED.
6. NOTIFY DISTRICT 72 HOURS IN ADVANCE OF ALL WATER SHUT DOWNS.
SHUT DOWNS WILL NOT BE ALLOWED FRIDAY THROUGH MONDAY, OR ON
HOLIDAYS.
7. TRENCH REPAIR SHALL BE TO MATCH EXISTING SURFACE (ASPHALT,
GRAVEL, HYDROSEEDING), PER DETAILS 2, 3, 4, SHEET D-2. MAXIMUM 4'
RESTORATION WIDTH.
8. DO NOT MAKE CONNECTIONS UNTIL A SUCCESSFUL PURITY AND PRESSURE
TEST OF THE NEW WATER SYSTEM HAS BEEN WITNESSED AND APPROVED
BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF
CHLORINATED WATER IN A METHOD THAT COMPLIES WITH ALL STATE AND
FEDERAL REGULATIONS. CONTRACTOR SHALL SUBMIT A DISPOSAL PLAN
TO THE DISTRICT PRIOR TO FILLING OF WATER MAINS. CONTRACTOR TO
VERIFY CONNECTION REQUIREMENTS.
CONSTRUCTION NOTES:
1O CAUTION: POTENTIAL UTILITY CONFLICT. POTHOLE TO DETERMINE EXACT
LOCATION AND DEPTH OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HEREIN SHALL
BE REPORTED TO THE OWNER PRIOR TO COMMENCING THE WORK. PROTECT
EXISTING UTILITY DURING INSTALLATION OF NEW WATER MAIN.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 5, SHEET D-2.
CONNECT TO EXISTING MAIN WITH WET TAP AND TAPPING GATE VALVE AS PER
DETAIL 3, SHEET D-3. CONTRACTOR TO VERIFY SIZE AND DEPTH OF EXISTING
MAIN BEFORE MAKING CONNECTION.
INSTALL NEW WATER MAIN UNDER EXISTING UTILITY, EXTRA DEPTH MAY BE
REQUIRED. CONTRACTOR TO VERIFY.
INSTALL SILT FENCE PER DETAIL 1, SHEET D-1.
INSTALL STRAW WATTLE DAM PER DETAIL 2, SHEET D-1.
INSTALL WATER SERVICE CONNECTION
PER DETAIL 4, SHEET D-3. (ADDITIVE ITEM)
DISTRICT TO PERFORM THE FOLLOWING:
CLOSE VALVE, REMOVE VALVE BOX AND FILL WITH LEAN CONCRETE.
REMOVE AND WASTEHAUL FIRE HYDRANT.
INSTALL 6" CAP WITH THRUST BLOCK.
PLUG EXISTING MAIN WITH LEAN CONCRETE TO A MIN. OF 2 DIAMETERS.
SHEET KEY MAP
NTS
Gray sborne, Inc,
CONSULTING ENGINEERS
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
MASON COUNTY
PUD 1
LAKE ARROWHEAD
WATER MAIN
REPLACEMENT
160 W SATSOP CLOQUALLUM
RD., ELMA, WA 98541
No.
DATE
REVISION
ISSUED FOR: PRELIMINARY,
NOT FOR CONSTRUCTION
ISSUE DATE: MARCH 2023
APPROVED BY: S. CLARKE
CHECKED BY: M. JOHNSON
DRAWN BY: B. HAYDEN
DESIGNER: P. SMILEY
G & O JOB NO.: 22249
FILE: C-PLAN_4.DWG
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
PUYALLUP DR (1)
DRAWING: C-33 OF: 37
KREUGER
150+23.06
1-6" HDPE TEE - ---
1-6" ;FUSED FLANGE ADAPTER
W/ BACKING RING
154+52.58
1-6" BDP-E_TEE---
1-6" GATE VALVE iEL).-
2-6" FUSED FLANGE ADAPTERS
W/ BACKING RINGS
•
•
gOFIASNSE
HINSLEY
4
155+00 - .6" HDPE *►-
W W
JOHANSPN. .
----HINSLEY
�.� TOTEM DR
7
WIGGlN�
MATCHLINE - STA 158+41 - SEE SHEET C-32
41/4
157+43.52
1-6" HDPE TEE
2-6"- GATE VALVES (FL)
4-6" FUSED FLANGE ADAPTERS
W/ BACKING RINGS
2' FROM EDGE OF
ROADWAY, TYP.
.// HINSL
�- —_
-----.tea._ -
20'
10'
0
20'
40'
SCALE: 1 "=20'
NOTES:
1. SEE EROSION CONTROL NOTES, SHEET D-1. EROSION CONTROL SHOWN
FOR CLARITY ONLY, CONTRACTOR SHALL MEET ALL REGULATORY
REQUIREMENTS.
2. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE
LOCATION. THE CONTRACTOR SHALL HAVE UTILITIES VERIFIED ON THE
GROUND PRIOR TO CONSTRUCTION. NOTIFY THE UNDERGROUND UTILITIES
LOCATE CENTER: CALL 811.
3. TREES TO REMAIN UNLESS NECESSARY FOR CONSTRUCTION.
4. WATER MAIN TRENCH PER DETAIL 1, SHEET D-2.
5. ABANDON EXISTING WATER MAIN IN PLACE AFTER NEW HDPE WATER MAIN
CONNECTIONS HAVE BEEN CONSTRUCTED.
6. NOTIFY DISTRICT 72 HOURS IN ADVANCE OF ALL WATER SHUT DOWNS.
SHUT DOWNS WILL NOT BE ALLOWED FRIDAY THROUGH MONDAY, OR ON
HOLIDAYS.
7. TRENCH REPAIR SHALL BE TO MATCH EXISTING SURFACE (ASPHALT,
GRAVEL, HYDROSEEDING), PER DETAILS 2, 3, 4, SHEET D-2. MAXIMUM 4'
RESTORATION WIDTH.
8. DO NOT MAKE CONNECTIONS UNTIL A SUCCESSFUL PURITY AND PRESSURE
TEST OF THE NEW WATER SYSTEM HAS BEEN WITNESSED AND APPROVED
BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF
CHLORINATED WATER IN A METHOD THAT COMPLIES WITH ALL STATE AND
FEDERAL REGULATIONS. CONTRACTOR SHALL SUBMIT A DISPOSAL PLAN
TO THE DISTRICT PRIOR TO FILLING OF WATER MAINS. CONTRACTOR TO
VERIFY CONNECTION REQUIREMENTS.
CONSTRUCTION NOTES:
O CAUTION: POTENTIAL UTILITY CONFLICT. POTHOLE TO DETERMINE EXACT
LOCATION AND DEPTH OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HEREIN SHALL
BE REPORTED TO THE OWNER PRIOR TO COMMENCING THE WORK. PROTECT
EXISTING UTILITY DURING INSTALLATION OF NEW WATER MAIN.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 5, SHEET D-2.
CONNECT TO EXISTING MAIN WITH WET TAP AND TAPPING GATE VALVE AS PER
DETAIL 3, SHEET D-3. CONTRACTOR TO VERIFY SIZE AND DEPTH OF EXISTING
MAIN BEFORE MAKING CONNECTION.
INSTALL NEW WATER MAIN UNDER EXISTING UTILITY, EXTRA DEPTH MAY BE
REQUIRED. CONTRACTOR TO VERIFY.
INSTALL SILT FENCE PER DETAIL 1, SHEET D-1.
INSTALL STRAW WATTLE DAM PER DETAIL 2, SHEET D-1.
INSTALL WATER SERVICE CONNECTION
PER DETAIL 4, SHEET D-3. (ADDITIVE ITEM)
DISTRICT TO PERFORM THE FOLLOWING:
CLOSE VALVE, REMOVE VALVE BOX AND FILL WITH LEAN CONCRETE.
REMOVE AND WASTEHAUL FIRE HYDRANT.
INSTALL 6" CAP WITH THRUST BLOCK.
PLUG EXISTING MAIN WITH LEAN CONCRETE TO A MIN. OF 2 DIAMETERS.
SHEET KEY MAP
NTS
4a5t•
tray & Osborne, Inc.
CONSULTING ENGINEERS
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
MASON COUNTY
Alt'
MASON COUNTY
PUD 1
LAKE ARROWHEAD
WATER MAIN
REPLACEMENT
160 W SATSOP CLOQUALLUM
RD., ELMA, WA 98541
No.
DATE
REVISION
ISSUED FOR: PRELIMINARY,
NOT FOR CONSTRUCTION
ISSUE DATE:
MARCH 2023
APPROVED BY:
S. CLARKE
CHECKED BY:
M. JOHNSON
DRAWN BY:
B. HAYDEN
DESIGNER:
P. SMILEY
G&OJOBNO.:
22249
FILE:
C-PLAN_4.DWG
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
TOTEM DR
DRAWING: C-31 OF: 37
SEE SHEET C-20
STA 74+43
MATCHLINE
AVERY
— = v"' CULVERT
=329.5O
.'e.a 48" CULVERT
:32
75+00
CHRYSTAL
"HDPE __
KALALOCH LN
+0p
tl
76+59.55
1-6" HDPE TEE
1-6" GATE VALVE (FL)
2-6" FUSED FLANGE ADAPTERS
W/ BACKING RINGS
MYER
82+21.78
1-6" 90° HDPE BEND
1-6" FUSED FLANGE ADAPTER
W/ BACKING RING
_
2' FROM EDGE OF
ROADWAY, TYP.
BARRETTE
HARTY
HARTY
78+04.75
1-6" 90° HDPE BEND
1-6" FUSED FLANGE ADAPTER
W/ BACKING RING
t IORTO'N
20'
10'
0
20'
40'
SCALE: 1 "=20'
NOTES:
1. SEE EROSION CONTROL NOTES, SHEET D-1. EROSION CONTROL SHOWN
FOR CLARITY ONLY, CONTRACTOR SHALL MEET ALL REGULATORY
REQUIREMENTS.
2. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE
LOCATION. THE CONTRACTOR SHALL HAVE UTILITIES VERIFIED ON THE
GROUND PRIOR TO CONSTRUCTION. NOTIFY THE UNDERGROUND UTILITIES
LOCATE CENTER: CALL 811.
3. TREES TO REMAIN UNLESS NECESSARY FOR CONSTRUCTION.
4. WATER MAIN TRENCH PER DETAIL 1, SHEET D-2.
5. ABANDON EXISTING WATER MAIN IN PLACE AFTER NEW HDPE WATER MAIN
CONNECTIONS HAVE BEEN CONSTRUCTED.
6. NOTIFY DISTRICT 72 HOURS IN ADVANCE OF ALL WATER SHUT DOWNS.
SHUT DOWNS WILL NOT BE ALLOWED FRIDAY THROUGH MONDAY, OR ON
HOLIDAYS.
7. TRENCH REPAIR SHALL BE TO MATCH EXISTING SURFACE (ASPHALT,
GRAVEL, HYDROSEEDING), PER DETAILS 2, 3, 4, SHEET D-2. MAXIMUM 4'
RESTORATION WIDTH.
8. DO NOT MAKE CONNECTIONS UNTIL A SUCCESSFUL PURITY AND PRESSURE
TEST OF THE NEW WATER SYSTEM HAS BEEN WITNESSED AND APPROVED
BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF
CHLORINATED WATER IN A METHOD THAT COMPLIES WITH ALL STATE AND
FEDERAL REGULATIONS. CONTRACTOR SHALL SUBMIT A DISPOSAL PLAN
TO THE DISTRICT PRIOR TO FILLING OF WATER MAINS. CONTRACTOR TO
VERIFY CONNECTION REQUIREMENTS.
CONSTRUCTION NOTES:
1O CAUTION: POTENTIAL UTILITY CONFLICT. POTHOLE TO DETERMINE EXACT
LOCATION AND DEPTH OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HEREIN SHALL
BE REPORTED TO THE OWNER PRIOR TO COMMENCING THE WORK. PROTECT
EXISTING UTILITY DURING INSTALLATION OF NEW WATER MAIN.
O INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 5, SHEET D-2.
CONNECT TO EXISTING MAIN WITH WET TAP AND TAPPING GATE VALVE AS PER
DETAIL 3, SHEET D-3. CONTRACTOR TO VERIFY SIZE AND DEPTH OF EXISTING
MAIN BEFORE MAKING CONNECTION.
INSTALL NEW WATER MAIN UNDER EXISTING UTILITY, EXTRA DEPTH MAY BE
REQUIRED. CONTRACTOR TO VERIFY.
INSTALL SILT FENCE PER DETAIL 1, SHEET D-1.
INSTALL STRAW WATTLE DAM PER DETAIL 2, SHEET D-1.
INSTALL WATER SERVICE CONNECTION
PER DETAIL 4, SHEET D-3. (ADDITIVE ITEM)
DISTRICT TO PERFORM THE FOLLOWING:
CLOSE VALVE, REMOVE VALVE BOX AND FILL WITH LEAN CONCRETE.
REMOVE AND WASTEHAUL FIRE HYDRANT.
INSTALL 6" CAP WITH THRUST BLOCK.
PLUG EXISTING MAIN WITH LEAN CONCRETE TO A MIN. OF 2 DIAMETERS.
SHEET KEY MAP
NTS
Gray 8i Osborne, Inc.
CONSULTING ENGINEERS
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
MASON COUNTY
MASON COUNTY
PUD 1
LAKE ARROWHEAD
WATER MAIN
REPLACEMENT
160 W SATSOP CLOQUALLUM
RD., ELMA, WA 98541
REVISION
ISSUED FOR: PRELIMINARY,
NOT FOR CONSTRUCTION
ISSUE DATE: MARCH 2023
APPROVED BY: S. CLARKE
CHECKED BY: M. JOHNSON
DRAWN BY: B. HAYDEN
DESIGNER: P. SMILEY
G & O JOB NO.: 22249
FILE: C-PLAN_2.DWG
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
KALALOCH LN AND W
KALAMA PL
DRAWING: C-21 OF: 37
2
SEE SHEET ABOVE
STA 144+03
w
z_
J
V
H
wt
ilesar
MAZIJRE ESTATE
14s.ho
vim
W TYEE PL
w
ZELINSKY—
GREAT MARKET LLC.
2' FROM EDGE OF
w /42*o =_ ROADWAY, TYP. p
lia)N-TOSH
Nlq
147+18.81
1-6" FUSED FLANGE ADAPTER
VV/ BACKING RING
•
0
LLI
03
LLJ
LIJ
LU
co
0
ILJ
20'
20' 40'
NOTES:
1. SEE EROSION CONTROL NOTES, SHEET D-1. EROSION CONTROL SHOWN
FOR CLARITY ONLY, CONTRACTOR SHALL MEET ALL REGULATORY
REQUIREMENTS.
2. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE
LOCATION. THE CONTRACTOR SHALL HAVE UTILITIES VERIFIED ON THE
GROUND PRIOR TO CONSTRUCTION. NOTIFY THE UNDERGROUND UTILITIES
LOCATE CENTER: CALL 811.
3. TREES TO REMAIN UNLESS NECESSARY FOR CONSTRUCTION.
4. WATER MAIN TRENCH PER DETAIL 1, SHEET D-2.
5. ABANDON EXISTING WATER MAIN IN PLACE AFTER NEW HDPE WATER MAIN
CONNECTIONS HAVE BEEN CONSTRUCTED.
6. NOTIFY DISTRICT 72 HOURS IN ADVANCE OF ALL WATER SHUT DOWNS.
SHUT DOWNS WILL NOT BE ALLOWED FRIDAY THROUGH MONDAY, OR ON
HOLIDAYS.
7. TRENCH REPAIR SHALL BE TO MATCH EXISTING SURFACE (ASPHALT,
GRAVEL, HYDROSEEDING), PER DETAILS 2, 3, 4, SHEET D-2. MAXIMUM 4'
RESTORATION WIDTH.
8. DO NOT MAKE CONNECTIONS UNTIL A SUCCESSFUL PURITY AND PRESSURE
TEST OF THE NEW WATER SYSTEM HAS BEEN WITNESSED AND APPROVED
BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF
CHLORINATED WATER IN A METHOD THAT COMPLIES WITH ALL STATE AND
FEDERAL REGULATIONS. CONTRACTOR SHALL SUBMIT A DISPOSAL PLAN
TO THE DISTRICT PRIOR TO FILLING OF WATER MAINS. CONTRACTOR TO
VERIFY CONNECTION REQUIREMENTS.
CONSTRUCTION NOTES:
CAUTION: POTENTIAL UTILITY CONFLICT. POTHOLE TO DETERMINE EXACT
LOCATION AND DEPTH OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HEREIN SHALL
BE REPORTED TO THE OWNER PRIOR TO COMMENCING THE WORK. PROTECT
EXISTING UTILITY DURING INSTALLATION OF NEW WATER MAIN.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 5, SHEET D-2.
CONNECT TO EXISTING MAIN WITH WET TAP AND TAPPING GATE VALVE AS PER
DETAIL 3, SHEET D-3. CONTRACTOR TO VERIFY SIZE AND DEPTH OF EXISTING
MAIN BEFORE MAKING CONNECTION.
INSTALL NEW WATER MAIN UNDER EXISTING UTILITY, EXTRA DEPTH MAY BE
REQUIRED. CONTRACTOR TO VERIFY.
INSTALL SILT FENCE PER DETAIL 1, SHEET D-1.
INSTALL STRAW WATTLE DAM PER DETAIL 2, SHEET D-1.
INSTALL WATER SERVICE CONNECTION
PER DETAIL 4, SHEET D-3. (ADDITIVE ITEM)
DISTRICT TO PERFORM THE FOLLOWING:
0 CLOSE VALVE, REMOVE VALVE BOX AND FILL WITH LEAN CONCRETE.
® REMOVE AND WASTEHAUL FIRE HYDRANT.
0. INSTALL 6" CAP WITH THRUST BLOCK.
PLUG EXISTING MAIN WITH LEAN CONCRETE TO A MIN. OF 2 DIAMETERS.
GurciLy Sz-: Osborne, Inc.
CONSULTING ENGINEERS
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
MASON coluNry
CtjkLID-
MASON COUNTY
LAKE ARROWHEAD
WATER MAIN
REPLACEMENT
160 W SATSOP CLOQUALLUM
RD., ELMA, WA 98541
DATE
REVISION
ISSUED FOR:
PRELIMINARY,
NOT FOR CONSTRUCTION
ISSUE DATE:
MARCH 2023
APPROVED BY:
S. CLARKE
SHEET KEY MAP
NTS
CHECKED BY:
M. JOHNSON
DRAWN BY:
B. HAYDEN
DESIGNER:
P. SMILEY
22249
FILE:
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
DRAWING: C-30 OF: 37
V9/2023 4:58 PM, PATRICK SMILEY
O
I
A
«mod �-----
DWYER
:23
rr 2" CUL\ =.
v_.64
LACC
f
2' FROM EDGE OF
ROADWAY, TYP.
TOTEM DR
_-s
172+00
r,f
" HOPE-
VI/
161+35'.88-
1-6" HDPE TEE
1-6" FUSED FLANGE ADAPTER
W/BACKING RING
1
__ 172+96.44
1-6" HDPE TEE
1-6" FUSED FLANGE ADAPTER
W/ BACKING RING
SKOOKUM LN
7
20'
10'
0
20'
40'
SCALE: 1 "=20'
NOTES:
1. SEE EROSION CONTROL NOTES, SHEET D-1. EROSION CONTROL SHOWN
FOR CLARITY ONLY, CONTRACTOR SHALL MEET ALL REGULATORY
REQUIREMENTS.
2. BURIED UTILITIES (WHERE KNOWN) ARE SHOWN IN THEIR APPROXIMATE
LOCATION. THE CONTRACTOR SHALL HAVE UTILITIES VERIFIED ON THE
GROUND PRIOR TO CONSTRUCTION. NOTIFY THE UNDERGROUND UTILITIES
LOCATE CENTER: CALL 811.
3. TREES TO REMAIN UNLESS NECESSARY FOR CONSTRUCTION.
4. WATER MAIN TRENCH PER DETAIL 1, SHEET D-2.
5. ABANDON EXISTING WATER MAIN IN PLACE AFTER NEW HDPE WATER MAIN
CONNECTIONS HAVE BEEN CONSTRUCTED.
6. NOTIFY DISTRICT 72 HOURS IN ADVANCE OF ALL WATER SHUT DOWNS.
SHUT DOWNS WILL NOT BE ALLOWED FRIDAY THROUGH MONDAY, OR ON
HOLIDAYS.
7. TRENCH REPAIR SHALL BE TO MATCH EXISTING SURFACE (ASPHALT,
GRAVEL, HYDROSEEDING), PER DETAILS 2, 3, 4, SHEET D-2. MAXIMUM 4'
RESTORATION WIDTH.
8. DO NOT MAKE CONNECTIONS UNTIL A SUCCESSFUL PURITY AND PRESSURE
TEST OF THE NEW WATER SYSTEM HAS BEEN WITNESSED AND APPROVED
BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF
CHLORINATED WATER IN A METHOD THAT COMPLIES WITH ALL STATE AND
FEDERAL REGULATIONS. CONTRACTOR SHALL SUBMIT A DISPOSAL PLAN
TO THE DISTRICT PRIOR TO FILLING OF WATER MAINS. CONTRACTOR TO
VERIFY CONNECTION REQUIREMENTS.
CONSTRUCTION NOTES:
1O CAUTION: POTENTIAL UTILITY CONFLICT. POTHOLE TO DETERMINE EXACT
LOCATION AND DEPTH OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HEREIN SHALL
BE REPORTED TO THE OWNER PRIOR TO COMMENCING THE WORK. PROTECT
EXISTING UTILITY DURING INSTALLATION OF NEW WATER MAIN.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 5, SHEET D-2.
CONNECT TO EXISTING MAIN WITH WET TAP AND TAPPING GATE VALVE AS PER
DETAIL 3, SHEET D-3. CONTRACTOR TO VERIFY SIZE AND DEPTH OF EXISTING
MAIN BEFORE MAKING CONNECTION.
INSTALL NEW WATER MAIN UNDER EXISTING UTILITY, EXTRA DEPTH MAY BE
REQUIRED. CONTRACTOR TO VERIFY.
INSTALL SILT FENCE PER DETAIL 1, SHEET D-1.
INSTALL STRAW WATTLE DAM PER DETAIL 2, SHEET D-1.
INSTALL WATER SERVICE CONNECTION
PER DETAIL 4, SHEET D-3. (ADDITIVE ITEM)
DISTRICT TO PERFORM THE FOLLOWING:
CLOSE VALVE, REMOVE VALVE BOX AND FILL WITH LEAN CONCRETE.
REMOVE AND WASTEHAUL FIRE HYDRANT.
INSTALL 6" CAP WITH THRUST BLOCK.
PLUG EXISTING MAIN WITH LEAN CONCRETE TO A MIN. OF 2 DIAMETERS.
SHEET KEY MAP
NTS
425to
Gray & Osborne, Inc.
CONSULTING ENGINEERS
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
MASON COUNTY
MASON COUNTY
PUD 1
LAKE ARROWHEAD
WATER MAIN
REPLACEMENT
160 W SATSOP CLOQUALLUM
RD., ELMA, WA 98541
No.
DATE
REVISION
ISSUED FOR: PRELIMINARY,
NOT FOR CONSTRUCTION
ISSUE DATE:
MARCH 2023
APPROVED BY:
S. CLARKE
CHECKED BY:
M. JOHNSON
DRAWN BY:
B. HAYDEN
DESIGNER:
P. SMILEY
G&OJOBNO.:
22249
FILE:
C-PLAN 4.DWG
0 1" 2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CIVIL
TOTEM DR AND
SKOOKUM LN
DRAWING: C-32 OF: 37
0-4
CHRYSTAL
`UVALL+
12"
iE=365.69
��R
i 12" CULVERT
I E=364-92
t' *.
f -..,
12" CULVERT
4E 365.13
LACC
V
—368--
PUYALLUP DR
6"
//
GREAT` MARKET LLCF
c6
7
188+16.19
1-6" HDPE TEE
2-6" GATE VALVES (FL)
4-6" FUSED FLANGE ADAPTERS
W/ BACKING RINGS
SIMPSON
jL
6 HOPE ` 01
"-t
7
T
Vvr
W ---1 W .=
2' FROM EDGE OF -'
ROADWAY, TYP.
GREAT MARKET
IKERD
vP °R
oNt
RTON
TUCKER
LUUA I ION. I Mt L ON I KAU I UK SHALL HAVL U I ILI I ILS VtKII-ILU UN I hit
GROUND PRIOR TO CONSTRUCTION. NOTIFY THE UNDERGROUND UTILITIES
LOCATE CENTER: CALL 811.
3. TREES TO REMAIN UNLESS NECESSARY FOR CONSTRUCTION.
4. WATER MAIN TRENCH PER DETAIL 1, SHEET D-2.
5. ABANDON EXISTING WATER MAIN IN PLACE AFTER NEW HDPE WATER MAIN
CONNECTIONS HAVE BEEN CONSTRUCTED.
6. NOTIFY DISTRICT 72 HOURS IN ADVANCE OF ALL WATER SHUT DOWNS.
SHUT DOWNS WILL NOT BE ALLOWED FRIDAY THROUGH MONDAY, OR ON
HOLIDAYS.
7. TRENCH REPAIR SHALL BE TO MATCH EXISTING SURFACE (ASPHALT,
GRAVEL, HYDROSEEDING), PER DETAILS 2, 3, 4, SHEET D-2. MAXIMUM 4'
RESTORATION WIDTH.
8. DO NOT MAKE CONNECTIONS UNTIL A SUCCESSFUL PURITY AND PRESSURE
TEST OF THE NEW WATER SYSTEM HAS BEEN WITNESSED AND APPROVED
BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF
CHLORINATED WATER IN A METHOD THAT COMPLIES WITH ALL STATE AND
FEDERAL REGULATIONS. CONTRACTOR SHALL SUBMIT A DISPOSAL PLAN
TO THE DISTRICT PRIOR TO FILLING OF WATER MAINS. CONTRACTOR TO
VERIFY CONNECTION REQUIREMENTS.
CONSTRUCTION NOTES:
1O CAUTION: POTENTIAL UTILITY CONFLICT. POTHOLE TO DETERMINE EXACT
LOCATION AND DEPTH OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HEREIN SHALL
BE REPORTED TO THE OWNER PRIOR TO COMMENCING THE WORK. PROTECT
EXISTING UTILITY DURING INSTALLATION OF NEW WATER MAIN.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 5, SHEET D-2.
CONNECT TO EXISTING MAIN WITH WET TAP AND TAPPING GATE VALVE AS PER
DETAIL 3, SHEET D-3. CONTRACTOR TO VERIFY SIZE AND DEPTH OF EXISTING
MAIN BEFORE MAKING CONNECTION.
INSTALL NEW WATER MAIN UNDER EXISTING UTILITY, EXTRA DEPTH MAY BE
REQUIRED. CONTRACTOR TO VERIFY.
INSTALL SILT FENCE PER DETAIL 1, SHEET D-1.
INSTALL STRAW WATTLE DAM PER DETAIL 2, SHEET D-1.
INSTALL WATER SERVICE CONNECTION
PER DETAIL 4, SHEET D-3. (ADDITIVE ITEM)
DISTRICT TO PERFORM THE FOLLOWING:
CLOSE VALVE, REMOVE VALVE BOX AND FILL WITH LEAN CONCRETE.
REMOVE AND WASTEHAUL FIRE HYDRANT.
INSTALL 6" CAP WITH THRUST BLOCK.
PLUG EXISTING MAIN WITH LEAN CONCRETE TO A MIN. OF 2 DIAMETERS.
SHEET KEY MAP
NTS
cor031
MASON COUNTY
PUD 1
LAKE ARROWHEAD
WATER MAIN
REPLACEMENT
160 W SATSOP CLOQUALLUM
RD., ELMA, WA 98541
REVISION
ISSUED FOR: PRELIMINARY,
NOT FOR CONSTRUCTION
ISSUE DATE:
APPROVED BY:
MARCH 2023
S. CLARKE
CHECKED BY: M. JOHNSON
DRAWN BY: B. HAYDEN
DESIGNER: P. SMILEY
G & O JOB NO.: 22249
FILE: C-PLAN_4.DWG
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
PUYALLUP DR (1)
DRAWING: C-33 OF: 37
