J-4_Klahowya_CG_Water_System_Improvements_Drawings.pdf
PDF 13 MB Posted
- Attached to
- Klahowya Campground Water System Improvements Federal contract opportunity
- Solicitation number
- AG-05G2-S-17-0015
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J-4 Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_003.pdf | ||
| Amendment_No_002.pdf | ||
| Amendment_No_001.pdf | ||
| J-2_List_of_Specifications.pdf | ||
| J-1_Acronyms_and_Definitions.pdf | ||
| Sol_No_AG-05G2-S-17-0016.pdf | ||
| J-7_Experience_Questionnaire.pdf | ||
| J-3_Supplemental_Specifications.pdf | ||
| J-5_Wage_Determination_WA170047_0310201.pdf | ||
| J-6_Fire_Plan.pdf |
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Text version
Scale
Reviewed
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
SHEET INDEX
PROJECT
VICINITY
US
INTERSTATE
INTERSTATE
INTERSTATE
BAKER
WALLA
WALLA
PENDLETON
JOHN
DAY
PORTLAND
COVER SHEET
NTS
STATE OF
WASHINGTON
CALL 3 DAYS
BEFORE YOU DIG
1-800-424-5555
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
SOL DUC RIVER
NF-29
CALAWAH RIVER
WA 113
BEAVER
LAKE NF-30
MARY CLARK ROAD
CALAWAH RIVER
WA 112
STRAIT OF
JUAN DE FUCA
SHEET SHEET TITLE
1 COVER SHEET
2 MATCHLINE KEYMAP
3 GENERAL NOTES
4 SURVEY & CONTROL PLAN
5 EX COND
6 EX COND & DEMO
7 EX COND & DEMO
8 EX COND & DEMO
9 EX COND & DEMO
10 WATER
11 WATER
12 WATER & WASTEWATER
13 WATER
14 WATER
15 WATER
16 WATER
17 WATER & WASTEWATER
18 DETAILS 1 (WATER)
19 DETAILS 2 (WATER)
20 DETAILS 3 (WATER)
21 DETAILS 4 (WATER)
22 DETAILS 5 (WATER)
23 PUMP STATION PLAN
24 SECTION (PUMP STATION)
25 SECTION (PUMP STATION)
26 PLANS & ELEVATIONS (ARCHITECTURAL)
27 SECTIONS, WALL SECTIONS & DOOR
SCHEDULE
28 DETAILS 6 (ARCHITECTURAL)
29 DETAILS 7 (STRUCTURAL)
30 ELECTRICAL - COVER SHEET
31 ELECTRICAL - SITE PLAN
32 ELECTRICAL - PLANS
33 ELECTRICAL - CONTROLS
34 ELECTRICAL - CONTROLS
35 ELECTRICAL - CONTROLS
36 ELECTRICAL - CONTROLS
37 ELECTRICAL - CONTROLS
38 ELECTRICAL - CONTROLS
39 DETAILS 8 (VAULT TOILET)
US
US
US
US
US
US
US
US
INTERSTATE
US
US
SAPPHO
BEAVER
FORKS
LAKE
PLEASANT NF-3040
US
US
SCALE IN FEET - VERIFY SCALE
010,000 5,000 10,000 20,000
SCALE IN FEET - VERIFY SCALE
0300 150 300 600
SCALE IN FEET - VERIFY SCALE
0300 150 300 600
Quin Clements, P.E.
2015.09.01 13:44:17 -07'00'
RANDOM CONTROL POINT (CP16)
ASSUMED BASIS OF COORDINATES, BEARINGS AND ELEVATION
SET: ON 9-18-2014, A 5/8" REBAR WITH
RED PLASTIC CAP STAMPED "CONTROL POINT PLS 26304"
NORTHING ASSUMED AT 10000.00
EASTING SET AT 50000.00
ELEVATION ASSUMED AT 1000.00 FEET
RANDOM CONTROL POINT (CP15)
BASIS OF BEARINGS
SET: ON 9-18-2014, A 5/8" REBAR WITH
RED PLASTIC CAP STAMPED "CONTROL POINT PLS 26304"
NORTHING = 9882.30
EASTING = 49394.51
ELEVATION = 990.08
S 79°00'00" W 616.83
W
W
W
W
W
W
W
W W
WW
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W W
W
W
W W
W
W
W W
W W
W
W
W
W W
W
0+002+00
4+00
6+
8+
+0
+00
+0
+0
+0
+0
22+00
24+00
26+00
28+00
30+00
32+00
34+00
50+00
52+00
54+00
56+00
+0
+0
+0
+0
Scale
Reviewed
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
MATCHLINE KEYMAP
NTS
CALL 3 DAYS
BEFORE YOU DIG
1-800-424-5555
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
SCALE IN FEET - VERIFY SCALE
100 50 0 100 200
MATCHLINE BETWEEN
VIEWS 1 & 2, SHEET 10
STA 1+60
MATCHLINE BETWEEN
VIEW 2, SHEET 10 &
VIEW 3, SHEET 11
STA 4+40
MATCHLINE BETWEEN
VIEWS 3 & 4, SHEET 11
STA 8+00
MATCHLINE BETWEEN
VIEW 4, SHEET 11 &
VIEW 12, SHEET 15
STA 50+40
MATCHLINE BETWEEN
VIEW 12, SHEET 15 &
VIEW 13, SHEET 16
STA 54+00
MATCHLINE BETWEEN
VIEW 13 & 14, SHEET 16
STA 56+60
MATCHLINE BETWEEN
VIEW 14, SHEET 16 &
VIEW 15, SHEET 17
STA 58+00
MATCHLINE BETWEEN
VIEW 15 & 16, SHEET 17
STA 61+00
MATCHLINE BETWEEN
VIEW 4, SHEET 11 &
VIEW 16, SHEET 17
STA 64+80
MATCHLINE BETWEEN
VIEW 4, SHEET 11 &
VIEW 5, SHEET 12
STA 12+40
MATCHLINE BETWEEN
VIEW 5 & 6, SHEET 12
STA 16+00
MATCHLINE BETWEEN
VIEW 6, SHEET 12 &
VIEW 7, SHEET 13
STA 20+20
MATCHLINE BETWEEN
VIEW 7 & 8, SHEET 13
STA 22+20
MATCHLINE BETWEEN
VIEW 8, SHEET 13 &
VIEW 9, SHEET 14
STA 26+00
MATCHLINE BETWEEN
VIEW 9 & 10, SHEET 14
STA 30+00
MATCHLINE BETWEEN
VIEW 10, SHEET 14 &
VIEW 11, SHEET 15
STA 33+00
MATCHLINE BETWEEN
VIEW 4, SHEET 11
VIEW 11, SHEET 15
STA 35+40
Quin Clements, P.E.
2015.09.01 13:44:40
GENERAL CIVIL NOTES GENERAL CIVIL NOTES (CON'T.)
L
V
W
O.H.
D
R
B
S
AC
IP
GMP
DETAIL REFERENCE DESCRIPTION
GENERAL LEGEND
W
SS
Scale
Reviewed
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
GENERAL NOTES
ELECTRIC UTILITY LEGEND
UP
E
T
OHP
Quin Clements, P.E.
2015.09.01 13:51:29
RANDOM CONTROL POINT (CP16)
ASSUMED BASIS OF COORDINATES, BEARINGS AND ELEVATION
SET: ON 9-18-2014, A 5/8" REBAR WITH
RED PLASTIC CAP STAMPED "CONTROL POINT PLS 26304"
NORTHING ASSUMED AT 10000.00
EASTING SET AT 50000.00
ELEVATION ASSUMED AT 1000.00 FEET
RANDOM CONTROL POINT (CP15)
BASIS OF BEARINGS
SET: ON 9-18-2014, A 5/8" REBAR WITH
RED PLASTIC CAP STAMPED "CONTROL POINT PLS 26304"
NORTHING = 9882.30
EASTING = 49394.51
ELEVATION = 990.08
S 79°00'00" W 616.83
ELEVATION (FT)
990.080
1000.000
950.320
951.520
949.340
946.000
943.160
939.780
942.330
946.350
1001.550
OLYMPIC HIGHWAY (US 101)
EXISITING COMFORT STATION
(FLUSHING STATION)
EXISITING COMFORT
STATION (VAULT STATION)
CAMPGROUND
CAMPGROUND
CONTROL POINT TABLE
NAME
CP15
CP16
SQCP
TBM10
TBM20
TBM30
TBM40
TBM50
TBM60
TBM70
TBM80
DESCRIPTION
BASIS OF BEARINGS SET: ON 9-18-2014, A 5/8"
REBAR WITH RED PLASTIC CAP STAMPED
"CONTROL POINT PLS 26304"
ASSUMED BASIS OF COORDINATES, BEARINGS
AND ELEVATION SET: ON 9-18-2014, A 5/8" REBAR
WITH RED PLASTIC CAP STAMPED "CONTROL
POINT PLS 26304" ELEVATION ASSUMED AT 1000.00
FEET
FOUND: ON 10-2-2014, A 4" X 4" CONCRETE POST
WITH A 3-3/4" BRASS CAP (SEE VOL 11 OF
SURVEYS, PAGE 19, RECORDS OF CLALLAM CO.,
WA)
SW CORNER OF CONCRETE TRASH CAN PAD
SE CORNER OF CONCRETE PAD FOR REST ROOM
SW CORNER OF CONCRETE TRASH CAN PAD
SE CORNER OF CONCRETE PAD FOR REST ROOM
MOST NORTHERLY CORNER OF CONCRETE PAD
SW CORNER OF CONCRETE PAD FOR REST ROOM
NORTHEAST CORNER OF CONCRETE TRASH PAD
SET WOOD HUB & TACK
NORTHING
9882.3040
10000.0000
11207.4550
11351.5790
11124.9190
11093.6000
10781.0020
10574.3110
10597.6320
10811.4480
10499.9670
EASTING
49394.5050
50000.0000
49104.0880
49411.3750
48853.5460
48165.5870
48155.8610
48283.2210
48478.2150
48781.1230
49727.3860
E
Scale
Reviewed
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
SURVEY & CONTROL PLAN
1"=100'
SCALE IN FEET
100 50 0 100 200
SURVEY INFORMATION:
SURVEYOR:
JAMES WENGLER
WENGER SURVEYING & MAPPING CO.
703 EAST EIGHTH STREET
PORT ANGELES, WA 98362
PH: 360.457.9600
FAX: 360.457.9556
DATE OF SURVEY: SEPTEMBER 18, 2014
THE BASIS OF BEARING USED FOR THIS TOPOGRAPHIC SURVEY IS TRUE NORTH OBSERVED
BETWEEN TWO RANDOM CONTROL POINTS (CP15 & CP16) SET ALONG HIGHWAY 101 AS
SHOWN HEREON USING A HAND HELD COMPASS WITH THE MAGNETIC DECLANATION SET AT
18.5' EAST.
THE BASIS OF ELEVATION SHOWN HEREON ARE ASSUMED. AN ELEVATION OF 1000 FEET WAS
ASSIGNED TO THE EASTERLY OF TWO RANDOM CONTROL POINTS (CP16) USED FOR THE
BASIS OF BEARINGS NOTED ABOVE.
Quin Clements, P.E.
2015.09.01 13:51:50
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
EX COND
1"=30'
INDEX
MATCH LINE - SEE SHT 6
SCALE IN FEET - VERIFY SCALE
030 15 30 60
US
Quin Clements, P.E.
2015.09.01 13:52:12
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
KEY TABLE
KEY DESCRIPTION
DETAIL/
SHEET/
SPECIFICATION
CLEAR AND GRUB PROPOSED
WELL AND PUMP HOUSE SITE
(APPROX. 975 SQ FT) AS
NECESSARY FOR
IMPROVEMENT CONSTRUCTION.
SPEC SECTION
311000
EXISTING 5,200 GALLON WOOD
STAVE RESERVOIR. DEMOLISH
AND REMOVE ALL MATERIAL
FROM SITE. EXISTING
RESERVOIR HAS LIMITED
ACCESS. ALL DEMO WORK AND
WORK RELATED TO HAULING
DEMOLITION MATERIAL TO
ROADWAY FOR DISPOSAL IS TO
BE COMPLETED BY HAND TO
MINIMIZE SITE IMPACTS
SPEC SECTION
024116-3.01E
EXISTING WELL #3 (WELL ID#
ACC663) - 6" CASING, 110 FEET
DEEP
ABANDON PER WASHINGTON
STATE DEPARTMENT OF
ECOLOGY AND WAC SECTION
173-160-381
SPEC SECTION
024116-3.01D
EX COND & DEMO
1"=30'
INDEXMATCH LINE - SEE SHT 7
SCALE IN FEET - VERIFY SCALE
030 15 30 60
MATCH LINE - SEE SHT 5
M A
TC
H
L
IN
E
S E
E S
H T
Quin Clements, P.
E.
2015.09.01 13:52:32
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
EX COND & DEMO
1"=30'
INDEX
M A
TC
H
L
IN
E
S E
E S
H T
SCALE IN FEET - VERIFY SCALE
030 15 30 60
MATCH LINE - SEE SHT 6
KEY TABLE
KEY DESCRIPTION
DETAIL/
SHEET/
SPECIFICATION
REMOVE AND DISPOSE OF
EXISTING WATER SPIGOT AND
APPURTENANCES. ABANDON
EXISTING MAIN IN
ACCORDANCE WITH NOTE 16 ON
SHEET 3 AND DETAIL 1 ON
SHEET 18. SALVAGE EXISTING
USFS DRAIN COVER FOR REUSE
IN THE CAMPGROUND AS
DIRECTED
1/18
REMOVE AND DISPOSE OF
EXISTING WATER SPIGOT AND
APPURTENANCES. ABANDON
EXISTING MAIN IN
ACCORDANCE WITH NOTE 16 ON
SHEET 3 AND DETAIL 1 ON
SHEET 18
1/18
DEMOLISH AND DISPOSE OF
EXISTING VAULT TOILET
FACILITY AND APPURTENANCES
SPEC SECTION
024116-3.01A
TYPICAL TRAFFIC FLOW
DIRECTION (ONE-WAY LOOP)
(TYP)
Quin Clements, P.
E.
2015.09.01 13:52:51
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
EX COND & DEMO
1"=30'
INDEX
SCALE IN FEET - VERIFY SCALE
030 15 30 60
M A
TC
H
L
IN
E
S E
E S
H T
MATCH LINE - SEE SHT 9
KEY TABLE
KEY DESCRIPTION
DETAIL/
SHEET/
SPECIFICATION
REMOVE AND DISPOSE OF
EXISTING WATER SPIGOT AND
APPURTENANCES. ABANDON
EXISTING MAIN IN ACCORDANCE
WITH NOTE 16 ON SHEET 3 AND
DETAIL 1 ON SHEET 18. SALVAGE
EXISTING USFS DRAIN COVER FOR
REUSE IN THE CAMPGROUND AS
DIRECTED
1/18
REMOVE AND DISPOSE OF
EXISTING WATER SPIGOT AND
APPURTENANCES. ABANDON
EXISTING MAIN IN ACCORDANCE
WITH NOTE 16 ON SHEET 3 AND
DETAIL 1 ON SHEET 18.
1/18
DEMO ROOF MATERIAL ON
EXISTING COMFORT STATION (735
SQUARE FEET). INSPECT
SUBSTRUCTURE AND REPORT
FINDINGS TO CO. SEE KEYNOTE 4
SHEET 12 FOR ROOF
REPLACEMENT REQUIREMENTS
SPEC SECTION
024116-3.01B
REMOVE AND DISPOSE OF
EXISTING VALVE AND
APPURTENANCES. ABANDON
EXISTING MAIN IN ACCORDANCE
WITH DETAIL 1 ON SHEET 18
1/18
TYPICAL TRAFFIC FLOW DIRECTION
(ONE-WAY LOOP) (TYP) -
Quin Clements, P.E.
2015.09.01 13:53:13 -07'00'
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
EX COND & DEMO
1"=30'
INDEX
SCALE IN FEET - VERIFY SCALE
030 15 30 60
M A
TC
H
L
IN
E
S E
E S
H T
KEY TABLE
KEY DESCRIPTION
DETAIL/
SHEET/
SPECIFICATION
REMOVE AND DISPOSE OF
EXISTING WATER SPIGOT AND
APPURTENANCES. ABANDON
EXISTING MAIN IN ACCORDANCE
WITH NOTE 16 ON SHEET 3 AND
DETAIL 1 ON SHEET 18. SALVAGE
EXISTING USFS DRAIN COVER FOR
REUSE IN THE CAMPGROUND AS
DIRECTED
1/18
REMOVE AND DISPOSE OF
EXISTING WATER SPIGOT AND
APPURTENANCES. ABANDON
EXISTING MAIN IN ACCORDANCE
WITH NOTE 16 ON SHEET 3 AND
DETAIL 1 ON SHEET 18
1/18
REMOVE AND DISPOSE OF
EXISTING DRAIN VALVE AND
APPURTENANCES. ABANDON
EXISTING MAIN IN ACCORDANCE
WITH NOTE 16 ON SHEET 3 AND
DETAIL 1 ON SHEET 18. VALVE
LOCATION IS ACCESSIBLE
BETWEEN CAMPSITE 42 AND 43.
1/18
TYPICAL TRAFFIC FLOW DIRECTION
(ONE-WAY LOOP) (TYP) -
MATCH LINE - SEE SHT 8
Quin Clements, P.
E.
2015.09.01 13:53:34
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
WATER
1"=30'
KEY TABLE
KEY DESCRIPTION DETAIL/
SHEET
4" HDPE DR-9 PIPE (TYP) 3 ,4 & 5/18
CONC THRUST BLOCKING (TYP) 1/19
1" COMBINATION AIR & VACUUM
RELEASE ASSEMBLY (INSTALL
AT HIGH POINT)
2/18
WELL #4 3/20
PUMP HOUSE & CHLORINATION
ROOM
SHEET 23 -
UGP ENCASED IN 2" SCH-80 PVC
(TYP). MAINTAIN 5-FT
SEPARATION BETWEEN WATER
MAIN AND POWER UTILITY
TRENCH PER PUD STANDARDS
(NOTE: CONTRACTOR TO
PROVIDE ALL REQUIRED
TRENCHING, EXCAVATION,
BACKFILL, ETC. PUD TO
PROVIDE CONDUIT AND
COMPLETE PHYSICAL
INSTALLATION)
6/18, BY PUD
CLALLAM COUNTY PUD
PAD-MOUNT TRANSFORMER.
SEE ELECTRICAL PLANS SHEET
31 & 32 FOR DETAILS (NOTE:
CONTRACTOR TO PROVIDE ALL
REQUIRED TRENCHING,
EXCAVATION, BACKFILL, ETC.
PUD TO PROVIDE COMPLETE
PHYSICAL INSTALLATION)
3/22, SHEET
31 & 4/32
NEW ELECTRIC SERVICE LINE 6/18
PUMP HOUSE. SEE ELECTRICAL
PLANS FOR DETAILS SHEET 32
PROPOSED WATER/EXISTING
POWER CROSSING.
CONTRACTOR TO POTHOLE
EXISTING POWER PRIOR TO
CONSTRUCTION TO VERIFY
DEPTH. CONSULT WITH PUD
FOR CROSSING REQUIREMENTS
IF DEPTH IS OUTSIDE NORMAL
PUD LIMITS
4/18
2" DRAIN ASSEMBLY SEE DETAIL
4 ON SHEET 22 4/22
MATCH LINE TO VIEW 2
STA 1+60 - THIS SHEET
INDEX
M
ATC
H
LIN
E TO
VIEW
STA 1+60 - TH
IS SH
EET
M
ATC
H
LIN
E TO
VIEW
STA 4+40 - SEE SH
EET 11
MAIN LOOP FITTINGS & CONNECTIONS SCHEDULE
STATION OFFSET DESCRIPTION CONN
SIZE NOTES
0+00.0 BEGIN MAIN LOOP PUMP STATION
0+04.7 1 EA - 90° BEND (FL)
0+10.7 R 1 EA - 1" COMBINATION AIR & VACUUM
RELEASE ASSEMBLY 1"
0+24.1 1 EA - 90° BEND (FL)
1+23.0 1 EA - 90° BEND (FL)
1+60.0 MATCHLINE BETWEEN VIEW 1 & 2
4+40.0 MATCLINE TO VIEW 3, SHEET 11
PROPOSED WATER MAIN
PLAN VIEW 1
PROPOSED WATER MAIN
PLAN VIEW 2 SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
030 15 30 60
PROPOSED WATER MAIN
PROFILE VIEW 1
PROPOSED WATER MAIN
PROFILE VIEW 2
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
10 5 0 10 20
2 2
Quin Clements, P.
E.
2015.09.01 13:53:53
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
WATER
1"=30'
KEY TABLE
KEY DESCRIPTION DETAIL/
SHEET
4" HDPE DR-9 PIPE (TYP) 3 & 5/18
CONC THRUST BLOCKING (TYP) 1/19
1" COMBINATION AIR & VACUUM
RELEASE ASSEMBLY (INSTALL
AT HIGH POINT)
2/18
PROPOSED WATER/EXISTING
POWER CROSSING.
CONTRACTOR TO POTHOLE
EXISTING POWER PRIOR TO
CONSTRUCTION TO VERIFY
DEPTH. CONSULT WITH PUD
FOR CROSSING REQUIREMENTS
IF DEPTH IS OUTSIDE NORMAL
PUD LIMITS
4/18
INDEXMAIN LOOP FITTINGS & CONNECTIONS SCHEDULE
STATION OFFSET DESCRIPTION CONN
SIZE NOTES
4+40.0 MATCHLINE TO VIEW 2, SHEET 10
8+00.0 MATCHLINE TO BETWEEN VIEWS 3 & 4, THIS
SHEET
8+30.7 L 1 EA - 4"x4"x4" TEE (FL)
1 EA - 4" GATE VALVE (FL) 4" TEE BETWEEN MAIN LOOP 8+30.7
AND MAIN LOOP 35+59.2
9+05.5 R 1 EA - 4"x4"x4" TEE (FL)
2 EA - 4" GATE VALVE (FL) 4" TEE BETWEEN MAIN LOOP 9+05.5
AND EAST BRANCH 50+00.0
12+11.8 R 1 EA - 4"x4"x4" TEE (FL)
3 EA - 4" GATE VALVE (FL) 4"
TEE BETWEEN MAIN LOOP
12+11.8 AND EAST BRANCH
65+15.4
12+40.0 MATCHLINE TO VIEW 5, SHEET 12
M
AT
C H
L
IN
E
TO
V
IE
W
ST
A
4+
SH
EE
T
M
ATC
H
LIN
E TO
VIEW
STA 8+00 - TH
IS SH
EET
M
ATC
H
LIN
E TO
VIEW
STA 12+40 - SH
EET 12
PROPOSED WATER MAIN
PLAN VIEW 3SCALE IN FEET - VERIFY SCALE
030 15 30 60PROPOSED WATER MAIN
PLAN VIEW 4SCALE IN FEET - VERIFY SCALE
030 15 30 60
MATCH LINE TO VIEW 16
STA 64+80 - SHEET 17 MATCH LINE TO VIEW 12
STA 50+40 - SHEET 15
SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
030 15 30 60
PROPOSED WATER MAIN
PROFILE VIEW 3
PROPOSED WATER MAIN
PROFILE VIEW 4
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
MATCH LINE TO VIEW 11
STA 35+40 - SHEET 15
M
ATC
H
LIN
E TO
VIEW
STA 8+00 - TH
IS SH
EET
Quin Clements, P.
E.
2015.09.01 13:54:14
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
WATER & WASTEWATER
1"=30'
KEY TABLE
KEY DESCRIPTION DETAIL/
SHEET
4" HDPE DR-9 PIPE (TYP) 3 & 5/18
CONC THRUST BLOCKING (TYP) NOT USED
THIS SHEET
1" COMBINATION AIR & VACUUM
RELEASE ASSEMBLY
NOT USED
THIS SHEET
INSTALL NEW ROOFING
MATERIAL ON EXISTING
COMFORT STATION PER
MANUFACTURERS
RECOMMENDATION (APPROX.
735 SQUARE FEET TOTAL ROOF
AREA). USE DAVINCI
SINGLE-WIDTH SHAKE IN
MOUNTAIN-VARIBLEND COLOR
(OR APPROVED EQUIVALENT).
REPLACE EXISTING GUTTERS
(APPROX. 60 FEET) AND INSTALL
NEW DOWNSPOUTS AND
CONCRETE SPLASH BLOCKS
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
WATER FILLING STATION
HYDRANT. CONSTRUCT ACCESS
IN ACCORDANCE WITH FSORAG
STANDARDS
3 & 5/18, 4, 5 & 6/19
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
WATER FILLING STATION
HYDRANT. REUSE SALVAGED
USFS DRAIN COVER AS
DIRECTED. CONSTRUCT
ACCESS IN ACCORDANCE WITH
FSORAG STANDARDS
3 & 5/18, 4, 5 & 6/19
INSTALL 1" WATER SERVICE
CONNECTION AND PIPE FROM
NEW MAIN TO EXISTING
EXTERIOR PLUMBING
CONNECTION FOR EXISTING
COMFORT STATION. INSTALL 1"
SHUTOFF VALVE IN BOX AT
EXISTING CONNECTION POINT
3 & 5/18, 4/19
HOST SITE WATER HOOKUP.
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
HOSE BIB PER DETAIL
3 & 5/18, 4 & 5/19
CONTRACTOR TO BE AWARE
THAT EXISTING SEPTIC
TRANSPORT LINE AND
DRAINFIELD AREA ARE
LOCATED IN GENERAL
PROXIMITY TO COMFORT
STATION BUILDING. PROTECT IN
PLACE DURING CONSTRUCTION
PROPOSED WATER/EXISTING
POWER CROSSING.
CONTRACTOR TO POTHOLE
EXISTING POWER PRIOR TO
CONSTRUCTION TO VERIFY
DEPTH. CONSULT WITH PUD
FOR CROSSING REQUIREMENTS
IF DEPTH IS OUTSIDE NORMAL
PUD LIMITS
4/18
INDEXMAIN LOOP FITTINGS & CONNECTIONS SCHEDULE
STATION OFFSET DESCRIPTION CONN
SIZE NOTES
12+40.0 MATCHLINE TO VIEW 4, SHEET 11
12+95.5 R 1" TAP INTO 4" WATER MAIN 1" HOST SITE FILLING STATION
35 LF 1" CL-200 PVC WM
14+32.0 L 1" TAP INTO 4" WATER MAIN 1" HYDRANT FILLING STATION
13 LF 1" CL-200 PVC WM
16+00.0 R MATCHLINE BETWEEN VIEWS 5 & 6, THIS
SHEET
18+89.9 L 1" TAP INTO 4" WATER MAIN 1" HYDRANT FILLING STATION
24 LF 1" CL-200 PVC WM
19+16.9 L 1" TAP INTO 4" WATER MAIN 1"
COMFORT STATION SERVICE
LINE
48 LF 1" CL-200 PVC WM
20+20.0 MATCHLINE TO VIEW 7, SHEET 13
SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
030 15 30 60
PROPOSED WATER MAIN
PROFILE VIEW 5
PROPOSED WATER MAIN
PROFILE VIEW 6
PROPOSED WATER MAIN
PLAN VIEW 5
PROPOSED WATER MAIN
PLAN VIEW 6
M
AT
C H
L
IN
E
TO
V
IE
W
ST
A:
2+
SH
EE
T 11M
ATC
H
LIN
E TO
VIEW
STA 20+20 - SH
EET 13
M
AT
C H
L
IN
E
TO
V
IE
W
ST
A
+0
- T
H
IS
S H
EE
T
M
ATC
H
LIN
E TO
VIEW
STA 16+00 - TH
IS SH
EET
SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
030 15 30 60
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
Quin Clements, P.
E.
2015.09.01 13:54:32
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
WATER
1"=30'
KEY TABLE
KEY DESCRIPTION DETAIL/
SHEET
4" HDPE DR-9 PIPE (TYP) 3 & 5/18
CONC THRUST BLOCKING (TYP) NOT USED
THIS SHEET
1" COMBINATION AIR & VACUUM
RELEASE ASSEMBLY
NOT USED
THIS SHEET
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
WATER FILLING STATION
HYDRANT. CONSTRUCT ACCESS
IN ACCORDANCE WITH FSORAG
STANDARDS
3 & 5/18, 4, 5 & 6/19
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
WATER FILLING STATION
HYDRANT. REUSE SALVAGED
USFS DRAIN COVER AS
DIRECTED. CONSTRUCT
ACCESS IN ACCORDANCE WITH
FSORAG STANDARDS
3 & 5/18, 4, 5 & 6/19
EXISTING DRAIN VALVE. SEE
SHEET 9 FOR ABANDOMENT
REQUIREMENTS
SHEET 9
INDEX
SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
030 15 30 60
MAIN LOOP FITTINGS & CONNECTIONS SCHEDULE
STATION OFFSET DESCRIPTION CONN
SIZE NOTES
20+20.0 MATCHLINE TO VIEW 6, SHEET 12
22+20.0 MATCHLINE BETWEEN VIEWS 7 & 8 THIS
SHEET
22.37.8 L 1" TAP INTO 4" WATER MAIN 1" FILLING STATION
16 LF 1" CL-200 PVC WM
25+67.3 L 1" TAP INTO 4" WATER MAIN 1" FILLING STATION
17 LF 1" CL-200 PVC WM
26+00.0 MATCHLINE TO VIEW 9, SHEET 14
PROPOSED WATER MAIN
PROFILE VIEW 8
PROPOSED WATER MAIN
PROFILE VIEW 7
PROPOSED WATER MAIN
PLAN VIEW 8 PROPOSED WATER MAIN
PLAN VIEW 7
SCALE IN FEET - VERIFY SCALE
030 15 30 60
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
M
AT
CH
L
IN
E
TO
V
IE
W
ST
A
+2
- S
HE
ET
M
ATCH LINE TO
VIEW
STA 22+20 - THIS SHEET
M
AT
CH
L
IN
E
TO
V
IE
W
ST
A
+2
- T
HI
S
SH
EE
T
M
ATC
H
LIN
E TO
VIEW
STA 26+00 - SH
EET 14
Quin Clements, P.E.
2015.09.01 13:54:52
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
WATER
1"=30'
KEY TABLE
KEY DESCRIPTION DETAIL/
SHEET
4" HDPE DR-9 PIPE (TYP) 3 & 5/18
CONC THRUST BLOCKING (TYP) 1/19
1" COMBINATION AIR & VACUUM
RELEASE ASSEMBLY
NOT USED
THIS SHEET
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
WATER FILLING STATION
HYDRANT. CONSTRUCT ACCESS
IN ACCORDANCE WITH FSORAG
STANDARDS
3 & 5/18, 4, 5 & 6/19
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
WATER FILLING STATION
HYDRANT. REUSE SALVAGED
USFS DRAIN COVER AS
DIRECTED. CONSTRUCT
ACCESS IN ACCORDANCE WITH
FSORAG STANDARDS
3 & 5/18, 4, 5 & 6/19
SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
030 15 30 60
MAIN LOOP FITTINGS & CONNECTIONS SCHEDULE
STATION OFFSET DESCRIPTION CONN
SIZE NOTES
26+00.0 MATCH LINE TO VIEW 8, SHEET 13
26+65.8 R 4"x4"x4" TEE 4" TEE TO 4" GATE VALVE
28+19.8 L 1" TAP INTO 4" WATER MAIN 1" HYDRANT FILLING STATION
19 LF 1" CL-200 PVC WM
30+00.0 MATCHLINE BETWEEN VIEW 9 & 10, THIS
SHEET
32+47.8 L 1" TAP INTO 4" WATER MAIN 1" HYDRANT FILLING STATION
48 LF 1" CL-200 PVC WM
33+00.0 MATCH LINE TO VIEW 11, SHEET 15
PROPOSED WATER MAIN
PROFILE VIEW 10
PROPOSED WATER MAIN
PROFILE VIEW 9
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
MATC
H LI
NE T
O V
IE
W
STA
+0 0 -
S
HEET
M A
TC
H
LIN
E
TO
V
IE
W
S
TA
30+00 - TH
IS
S H
E E
T
M
AT
CH L
IN
E
TO
V
IE
W
ST
A
+0
- T
HIS
S
HEE
T
MATC
H LI
NE T
O V
IE
W
STA
+0 0 -
S
HEET
PROPOSED WATER MAIN
PLAN VIEW 10
PROPOSED WATER MAIN
PLAN VIEW 9
INDEX
Quin Clements, P.
E.
2015.09.01 13:55:11
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
WATER
1"=30'
KEY TABLE
KEY DESCRIPTION DETAIL/
SHEET
4" HDPE DR-9 PIPE (TYP) 3 & 5/18
CONC THRUST BLOCKING (TYP) 1/19
1" COMBINATION AIR & VACUUM
RELEASE ASSEMBLY 2/18
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
WATER FILLING STATION
HYDRANT. CONSTRUCT ACCESS
IN ACCORDANCE WITH FSORAG
STANDARDS
3 & 5/18, 4, 5 & 6/19
PROPOSED WATER/EXISTING
POWER CROSSING.
CONTRACTOR TO POTHOLE
EXISTING POWER PRIOR TO
CONSTRUCTION TO VERIFY
DEPTH. CONSULT WITH PUD
FOR CROSSING REQUIREMENTS
IF DEPTH IS OUTSIDE NORMAL
PUD LIMITS
4/18
INDEX
SCALE IN FEET - VERIFY SCALE
030 15 30 60 SCALE IN FEET - VERIFY SCALE
030 15 30 60
MAIN LOOP FITTINGS & CONNECTIONS SCHEDULE
STATION OFFSET DESCRIPTION CONN
SIZE NOTES
33+00.0 MATCH LINE TO VIEW 10, SHEET 14
35+35.3 R 1" COMBINATION AIR & VACUUM RELEASE
ASSEMBLY 1"
EAST BRANCH FITTINGS & CONNECTIONS SCHEDULE
STATION OFFSET DESCRIPTION CONN
SIZE NOTES
50+00.0 1 EA - 4"x4"x4" TEE (FL)
2 EA - 4" GATE VALVE (FL) 4" TEE BETWEEN EAST BRANCH
50+00.0 AND MAIN LOOP 9+05.5
53+06.4 L 1" TAP INTO 4" WATER MAIN 1" HYDRANT FILLING STATION
14 LF 1" CL-200 PVC WM
54+00.0 MATCH LINE TO VIEW 13, SHEET 16
PROPOSED WATER MAIN
PROFILE VIEW 11
PROPOSED WATER MAIN
PROFILE VIEW 12
PROPOSED WATER MAIN
PLAN VIEW 11
PROPOSED WATER MAIN
PLAN VIEW 12
M
ATCH LINE TO
VIEW
STA 50+40 - SHEET 11
M
AT
C H
L
IN
E
TO
V
IE
W
ST
A
+0
- S
H
EE
T
M A
TC
H
L
IN
E T
O V
IE
W
S
TA
3+
S H
E E
T
M
ATCH LINE TO VIEW
STA 35+40 - SHEET 11
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
MATCH LINE TO VIEW 4
STA 50+40 SHEET 11
MATCH LINE TO VIEW 4
STA 35+40 SHEET 11
Quin Clements, P.
E.
2015.09.01 13:55:35
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
WATER
1"=30'
KEY TABLE
KEY DESCRIPTION DETAIL/
SHEET
4" HDPE DR-9 PIPE (TYP) 3 & 5/18
CONC THRUST BLOCKING (TYP) NOT USED
THIS SHEET
1" COMBINATION AIR & VACUUM
RELEASE ASSEMBLY 2/18
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
WATER FILLING STATION
HYDRANT. CONSTRUCT ACCESS
IN ACCORDANCE WITH FSORAG
STANDARDS
3 & 5/18, 4, 5 & 6/19
INDEX
SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
030 15 30 60
EAST BRANCH FITTINGS & CONNECTIONS SCHEDULE
STATION OFFSET DESCRIPTION CONN
SIZE NOTES
54+00.0 MATCHLINE TO VIEW 12, SHEET 15
56+60.0 MATCHLINE BETWEEN VIEWS 13 & 14 THIS
SHEET
56+63.9 L 1" TAP INTO 4" WATER MAIN 1" HYDRANT FILLING STATION
14 LF 1" CL-200 PVC WM
56+75.9 1 EA - 4" GATE VALVE
56+84.5 L 1" COMBINATION AIR & VACUUM RELEASE
ASSEMBLY 1"
58+00.0 MATCHLINE TO VIEW 15, SHEET 17
M
AT
C H
L
IN
E
TO
V
IE
W
ST
A
+0
- S H
EE
T
PROPOSED WATER MAIN
PLAN VIEW 13
MATCH LINE TO VIEW 14
STA 56+60 - THIS SHEET
MATCH LINE TO VIEW 13
STA 56+60 - T
HIS SHEETMATCH LINE TO VIEW 15
STA 58+00 - SHEET 17
PROPOSED WATER MAIN
PLAN VIEW 14
PROPOSED WATER MAIN
PROFILE VIEW 13
PROPOSED WATER MAIN
PROFILE VIEW 14
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
Quin Clements, P.E.
2015.09.01 14:00:02
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
WATER & WASTEWATER
1"=30'
INDEX
SCALE IN FEET - VERIFY SCALE
030 15 30 60
SCALE IN FEET - VERIFY SCALE
030 15 30 60
KEY TABLE
KEY DESCRIPTION DETAIL/
SHEET
4" HDPE DR-9 PIPE (TYP) 3 & 5/18
CONC THRUST BLOCKING (TYP) NOT USED
THIS SHEET
1" COMBINATION AIR & VACUUM
RELEASE ASSEMBLY
NOT USED
THIS SHEET
VAULT TOILET #1
CXT MODEL - CASCADIAN
DOUBLE W/ CHASE OR
EQUIVALENT, SEE DETAIL 1
SHEET 39.
INSTALL PER MANUFACTURERS
RECOMMENDATIONS
1/39
INSTALL 1" WATER SERVICE
CONNECTION & PIPING. INSTALL
WATER FILLING STATION
HYDRANT. CONSTRUCT ACCESS
IN ACCORDANCE WITH FSORAG
STANDARDS
3 & 5/18, 4, 5 & 6/19
PROPOSED WATER/EXISTING
POWER CROSSING.
CONTRACTOR TO POTHOLE
EXISTING POWER PRIOR TO
CONSTRUCTION TO VERIFY
DEPTH. CONSULT WITH PUD
FOR CROSSING REQUIREMENTS
IF DEPTH IS OUTSIDE NORMAL
PUD LIMITS
4/18
EAST BRANCH FITTINGS & CONNECTIONS SCHEDULE
STATION OFFSET DESCRIPTION CONN
SIZE NOTES
58+00.0 MATCHLINE TO VIEW 14, SHEET 16
59+51.2 L 1" TAP INTO 4" WATER MAIN 1" HYDRANT FILLING STATION
16 LF 1" CL-200 PVC WM
61+00.0 MATCHLINE BETWEEN VIEWS 15 & 16 THIS
SHEET
63+32.8 L 1" TAP INTO 4" WATER MAIN 1" HYDRANT FILLING STATION
16 LF 1" CL-200 PVC WM
65+15.4 1 EA - 4"x4"x4" TEE (FL)
3 EA - 4" GATE VALVE (FL) 4"
TEE BETWEEN EAST BRANCH
65+15.4 AND MAIN LOOP 12+11.8
(SHOWN ON SHEET 11)
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
S C
A
LE
IN
F
E E
T
- V
E R
IF
Y
S C
A
LE
7.
3.
7.
SCALE IN FEET - VERIFY SCALE
030 15 30 60
M
AT
C H
L
IN
E
TO
V
IE
W
ST
A
+0
- T
H
IS
S H
EE
T
PROPOSED WATER MAIN
PROFILE VIEW 16
M A
TC
H
L
IN
E T
O V
IE
W
S
TA
4+
S H
E E
T
PROPOSED WATER MAIN
PROFILE VIEW 15
PROPOSED WATER MAIN
PLAN VIEW 16
PROPOSED WATER MAIN
PLAN VIEW 15
M A
TC
H
LIN
E
TO
V
IE
W
S
TA
61+00 - TH
IS
S
H E
E T
M A
TC
H
L
IN
E T
O V
IE
W
S
TA
8+
S H
E E
T
MATCH LINE TO VIEW 4
STA 64+80 SHEET 11
Quin Clements, P.
E.
2015.09.01 14:13:01
1" BRASS UNION
1" BRASS NIPPLE
1" BRASS 90° ELL
" M
IN
1" BRASS
UNION
BACKFILL WITH STYROFOAM
PEANUTS TO TOP OF BONNET
6" PVC PIPE NOTCHED AT THE BOTTOM
TO PROVIDE CLEARANCE OVER PIPE
LARGE CONCRETE METER BOX
WITH RISERS (AS NEEDED) AND
LID. BOX AND LID TO BE TRAFFIC
LOAD RATED (H-20 LOADING)
1" HIGH DENSITY
POLYETHYLENE IPS
JM EAGLE OR EQUAL
1" 90° ANGLE
COUPLING
BRONZE
CORPORATION
STOP
FORD OR
EQUAL
4" WATER MAIN
SADDLE
ROMAC OR
EQUAL
1" COMPRESSION
COUPLING
1" CURB STOP
FORD OR EQUAL
1" BRASS
NIPPLE
(TYPICAL)
3"3" M
IN
EXIST. GRADE
12" MIN. DEPTH
1-1/2" MINUS
WASHED DRAIN ROCK
EXIST. GRADE
STAINLESS
STEEL
METAL STRAP
1" GALV. STREET ELL (HORIZ.)
1" GALV. 90° ELL (VERT.)
4"x6" ACZA PRESSURE
TREATED POST
1" GALV.
PIPE
1" BRASS
NIPPLE
1" COMBINATION
AIR AND VACCUM
RELIEF VALVE
CRISPIN OR
EQUAL
1" GALV. RETURN BEND
1" GALV.
BEEHIVE
STRAINER
" M
IN
1" HIGH DENSITY
POLYETHYLENE IPS
JM EAGLE OR EQUAL
8"x8"x6" CONC. BLOCK
1" BRASS
NIPPLE 1" BRASS 90° ELL
INSTALL RIGID INSULLATION ON UNDERSIDE
OF LID TO PREVENT COMPONENT FREEZING
GROUT PENETRATION TO
ENSURE WATER TIGHTNESS
(TYP.)
PLUG PIPE WITH
3 DIAMETERS OF
CONCRETE
ABANDONED WATER MAIN
EXISTING
WATER
MAIN
REMOVE
VALVE/FAUCET/
ASSEMBLY AND PLUG
REMAINING PIPE WITH
MINIMUM OF 3 PIPE
DIAMETER OF
CONCRETE
PLUG PIPE WITH
MINIMUM OF 3 PIPE
DIAMETERS OF
CONCRETE
CUT TO WITHIN 6"
OF MAIN PIPE RUN
ABANDONED VALVE/FAUCET/ASSEMBLY
ABANDONED JUNCTION
B E
D D
IN
G
N E
A T
LI
N
E
WIDTH
M
IN
TR
E
N C
H B
A C
K
FI
LL
V E
R
TI
C A
L
TR
E N
C H
CRIBBING & SHEETING
AS REQUIRED PER
SECTION 312317
PROPOSED WATER MAIN
MAINTAIN CONSTANT
UNIFORM GRADE TO
PREVENT AIR POCKETS
W = I.D. + 24"
(40" MAXIMUM)
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT
DIRECTLY OVER THE PIPE, HAND TAMP ONLY.
3. BEDDING PER 2.01C IN SPECIFICATION SECTION 310516
E X
TR
A
E X
C A
V A
TI
O
N A
S R
E Q
U
IR
E D
PIPE ZONE BEDDING
4" UNDER AND
4" OVER PIPE
METAL MARKER TAPE
(INSTALL 6" BELOW GROUND SURFACE)
SECTION 331116
COPPER ELECTRIC
TONING WIRE (INSTALL
DIRECTLY ABOVE PIPE)
SECTION 331116
AIR & VACUUM RELEASE
VALVE ASSEMBLY
NTS
TYPICAL WATER TRENCH SECTION
(OUTSIDE OF ROADWAY)
NTS
TYPICAL WATER TRENCH SECTION
(INSIDE OF GRAVEL ROADWAY)
NTS
Scale
Reviewed
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
10, 11, 15 & 16 2 10-17
10-17
Scale
Reviewed
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
DETAILS 1 (WATER)
NTS
TYPICAL UTILITY CROSSING DETAIL
(WATER AND POWER)
NTS 10-12
(B E
D D
IN
G
P
IP
E
Z O
N E
B E
D D
IN
G
4" U
N D
E R
A N
D
" O V
E R
P
IP
E
N E
A T
LI
N
E
" M
IN
TR
E
N C
H B
A C
K
FI
LL
V E
R
TI
C A
L
TR
E N
C H
(4 2"
" T Y
P
IC
A L)
TYPICAL PRIMARY OR SERVICE
TRENCH PER CLALLAM
COUNTY PUD DETAIL #30
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER THE PIPE, HAND
TAMP ONLY.
3. BEDDING PER 2.01C IN SPECIFICATION SECTION 310516
4. MINIMUM SEPARATION OF 5' BETWEEN TRENCH NEAT LINE AND WATER MAIN PER CLALLAM
COUNTY PUD DRAWING #30
5. 12-INCH MINIMUM RADIAL SEPARATION IS REQUIRED EXCEPT WHERE RANDOM SEPARATION IS
PERMITTED IN ACCORDANCE WITH NESC SECTION 354
6. AN EXCEPTION TO MINIMUM TRENCH DEPTH MAY BE PERMITTED BY AUTHORIZED PERSONNEL
DUE TO OBSTRUCTIONS OR ROCK SUBGRADE. IF DEPTH OF CONDUIT COVER IS LESS THAN
30-INCHES, THE CONDUIT SHALL BE PROTECTED BY A 6-INCH MINIMUM CONCRETE CAP
PER CLALLAM COUNTY PUD STANDARD DETAIL #30A.
7. SEE WAC 296-155-657 FOR EXCAVATION, TRENCHING AND SHORING REQUIREMENTS.
E X
TR
A
E X
C A
V A
TI
O
N A
S R
E Q
U
IR
E D
METAL MARKER TAPE (APPROPRIATE
APWA COLOR). INSTALL 1' BELOW
GROUND SURFACE
PROPOSED
ELECTRICAL
CONDUIT
3" MIN
W = 18"
(18" MINIMUM)
WIDTH
TYPICAL TRENCH SECTION - CLALLAM COUNTY PUD
(PRIMARY, SECONDARY AND WELL POWER)
NTS
B E
D D
IN
G
N E
A T
LI
N
E
WIDTH
M
IN
TR
E
N C
H B
A C
K
FI
LL
V E
R
TI
C A
L
TR
E N
C H
4" CRUSHED
SURFACING TOP
COURSE
PROPOSED WATER MAIN
MAINTAIN CONSTANT
UNIFORM GRADE TO
PREVENT AIR POCKETS
W = I.D. + 24"
(40" MAXIMUM)
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT
DIRECTLY OVER THE PIPE, HAND TAMP ONLY.
3. BEDDING PER 2.01C IN SPECIFICATION SECTION 310516
E X
TR
A
E X
C A
V A
TI
O
N A
S R
E Q
U
IR
E D
PIPE ZONE BEDDING
4" UNDER AND
4" OVER PIPE
METAL MARKER TAPE
(INSTALL 6" BELOW SURFACING BASE COURSE)
SECTION 331116
COPPER ELECTRIC
TONING WIRE (INSTALL
DIRECTLY ABOVE PIPE)
SECTION 331116
10" CRUSHED
SURFACING BASE
COURSE
WATER MAIN ABANDONMENT DETAIL
NTS 7-9
B E
D D
IN
G
N E
A T
LI
N
E
WIDTH
M
IN
TR
E
N C
H B
A C
K
FI
LL
V E
R
TI
C A
L
TR
E N
C H
(4 2"
" T Y
P
IC
A L)
4" CRUSHED SURFACING
TOP COURSE (INSIDE
ROADWAY PRISM)
PROPOSED WATER MAIN
MAINTAIN CONSTANT
UNIFORM GRADE TO
PREVENT AIR POCKETS
W = I.D. + 24"
(40" MAXIMUM)
NOTES:
1. PROVIDE UNIFORM
SUPPORT UNDER
BARREL.
2. COMPACT BEDDING
MATERIAL TO 95% MAX
DENSITY EXCEPT
DIRECTLY OVER THE
PIPE, HAND TAMP ONLY.
3. BEDDING PER 2.01C IN
SPECIFICATION SECTION
310516
4. CONTRACTOR TO HAVE
PUD LOCATE EXISTING
UNDERGROUND
PRIMARY POWER AT ALL
WATER MAIN
CROSSINGS PRIOR TO
EXCAVATION.
PIPE ZONE BEDDING
4" OVER & UNDER
WATER
METAL MARKER TAPE
(INSTALL 6" BELOW SURFACING BASE COURSE)
SECTION 331116
COPPER ELECTRIC
TONING WIRE (INSTALL
DIRECTLY ABOVE PIPE)
SECTION 331116
10" CRUSHED
SURFACING BASE
COURSE (INSIDE
ROADWAY PRISM)
M
IN
EXISTING POWER
CONDUIT
SAND BEDDING OR
SELECT BACKFILL
TRENCH BACKFILL
TO SURFACE
OUTSIDE OF
ROADWAY PRISM
COPPER ELECTRIC
TONING WIRE (INSTALL
DIRECTLY ABOVE PIPE)
SECTION 331116
Quin Clements, P.
E.
2015.09.01 14:13:42
90° BEND
11 1/4" BEND
PLUGB
C
D
22 1/2" BEND
E
TEE
B
SMALLER SIZE PIPE
CROSS
CAP
B
45° BEND
C
BLIND FLANGE
B
CAPPED CROSS
B
NOTES:
SEE THRUST BLOCK TABLE,
DETAIL PROVIDE POLYETHYLENE SHEETING TO
COVER BOLTS AND JOINTS FOR DISMANTLING.
MIN. BEARING AREA AGAINST UNDISTURBED SOIL
NOTES:
1. BEARING AREA OF CONC. THRUST-BLOCK BASED ON 250 PSI
PRESSURE AND SAFE SOIL BEARING LOAD OF 1,000 POUNDS PER
SQUARE FOOT.
2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES
AND SOIL CONDITIONS.
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A
MINIMUM OF 36 SQ. INCHES BEARING AGAINST THE FITTING.
4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE
CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF
JOINT.
5. CONTRACTORS SHALL INSTALL BLOCKING ADEQUATE TO
WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF
SERVICE. TEST AT 250 PSI AT LOWEST POINT.
CONCRETE BLOCKING
3000 PSI CONCRETE
THRUST BLOCK TABLE
PIPE SIZE
A(90°)
(FT²)
B(TEE)
(FT²)
C(45°)
(FT²)
D(22.5°)
(FT²)
E(11.25°)
(FT²)
4" (AND
UNDER)
4 4 4 4 4
6" 10 7 6 3 2 8" 18 12 10 5 3
10" 24 22 14 8 5
1/4"
FINISHED GRADE
SECTION
TRENCH BOTTOM
DRILL "1" HOLE AS NOTED. PULL
WIRE THROUGH TO INSIDE OF
CAN AND PULL THROUGH.
TRACER WIRE MUST SUPPLY
CONTINUOUS SIGNAL FOR THE
LENGTH OF MAIN
VALVE STEM RISER
IF NEEDED (LENGTH
VARIES)
1" DRILLED HOLE
SEE NOTE B
GATE VALVE SHOWN-SIMILAR
INSTALLATION REQUIRED
FOR BUTTERFLY VALVES
VALVE STEM EXTENSION LEGEND:
VALVE OPERATING NUT OR 1-7/8"x1-7/8" x2" HIGH GRADE STEEL WELDED TO
GUIDE PLATE
3/16" THICK x 5-1/5" Ø STEEL GUIDE
PLATE WELDED TO RISER SHAFT
2"x2"x 3/16" SQUARE STRUCTURAL
STEEL TUBING TO FIT OPERATING NUT,
LENGTH AS REQUIRED
NOTE:
ALL WELDS TO SHAFT SHALL BE FILLET
WELD ALL AROUND, AS SPECIFIED ABOVE
3' M
IN
IM
U M
C O
V E
R
LOOP AT TOP MUST EXTEND A MIN
OF 3 FT. ABOVE FINISHED GRADE
6"
TYLER UNION VALVE
BOX (TRAFFIC RATED
H-20 ADJUSTABLE
2-PIECE), WITH WATER
CAST IN LID, OR
APPROVED EQUAL
5-7/8"8 3/
4"
8"
1'
(TYP)
CL 3000 CONCRETE
(TYP)
C/L
1" HOLE SIZE IN
PIPE
45°
TAPPING CLAMP
AND SADDLE
ROMAC OR EQUAL
1" CORPORATION
PACK JOINT
FORD OR EQUAL
WATER MAIN MARKER/DETECTOR
TAPE AND LOCATE WIRE
SECTION 331116
LOCATE WIRE
SECTION 331116
CENTER LINE
OF WATER MAIN
24" MIN. DEPTH
36" MAX. DEPTH
EXISTING GROUND
1" POLYETHYLENE
IPS CL-200
JM EAGLE OR EQUAL
EXTEND TO FILLING
STATION HYDRANT
NOTES:
1. SELECT FAUCET TYPE BASED ON SPECIFIC
HYDRANT USE AS SPECIFIED.
2. PLAN THE PIPING AT THE BOTTOM OF THE
HYDRANT AS NECESSARY TO OBTAIN PROPER
ORIENTATION OF HYDRANT AS SHOWN ON THE
WATER SYSTEM DRAWINGS
3. HYDRANT LOCATION SHALL BE AS STAKED IN THE
FIELD OR AS SHOWN ON THE DRAWINGS. ALTER
HYDRANT LOCATION ONLY AFTER APPROVAL IS
OBTAINED FROM THE CO
4. HYDRANT POSTS SHALL BE ACZA PRESSURE
TREATED
5. DRILLED HOLES THROUGH POSTS SHALL BE
CHISELED OUT TO ACCOMODATE RIDGES ON
FITTINGS
6. BUILD HYDRANTS AS SHOWN OR AS REQUIRED BY
THE MANUFACTURER
7. SELF-CLOSING FAUCET HEIGHTS ABOVE FINISH
GRADE MUST BE 28" MIN. TO 36" MAX FOR
UNIVERSAL ACCESS PER FSORAG 4.7.1
8. ALL WATER FILLING STATION HYDRANTS TO BE
PROVIDED WITH AN FSORAG COMPLIANT ACCESS
PATH AS NEEDED. SEE DETAIL 3 ON SHEET 19 FOR
SPECIFIC CONSTRUCTION REQUIREMENTS.
FINISH GRADE
ONE 4"x4" ACZA PRESSURE TREATED
POST WITH CHAMFERED EDGES
HOSE CLAMPSFINISH GRADE
WATER SERVICE
CONNECTION
UNDISTURBED
GROUND
STAINLESS STEEL
CANISTER
UNION
WATER FILLING STATION:
1/2" SELF CLOSING FAUCET
(HAWS MODEL 6252EHLF
OR EQUIVALENT)
FROST LINE - VERIFY
DEPTH PRIOR TO INSTALLATION
4" DRAINROCK
COMPACT BACKFILL
INSTALL SALVAGED USFS DRAIN
COVER ABOVE DRAINROCK
WHERE INDICATED ON PLANS
HOST SITE CONNECTION:
1/2" HALF-TURN FAUCET WITH
ANTI-SIPHON FEATURE
(WOODFORD MODEL 40HT-LH
OR EQUIVALENT)
FILLING STATION
HYDRANT
DRAIN AREA: SALVAGED USFS
DRAIN COVER OR DRAIN ROCK
2%
MAX SLOPE = 2% IN
ANY DIRECTION PER FSORAG
4-INCH LIFT OF WELL GRADED
SURFACE COURSE OVER
PREPARED BASE COURSE.
SEE SECTION 310516 OF THE
PROJECT SPECIFICATIONS
FOR GRADATION
REQUIREMENTS.
CONCRETE BLOCKING
3000 PSI CONCRETE
NTS
Scale
Reviewed
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
10-17
STANDARD VALVE BOX
2" AND LARGER
NTS
TYPICAL WATER SERVICE CONNECTION
NTS
WATER FILLING STATION
HYDRANT PROFILE
NTS 10-17
10-17
10-17
DETAILS 2 (WATER)
NTS
FINISH GRADE
3' MIN.
4-INCH LIFT OF WELL GRADED SURFACE COURSE
OVER PREPARED BASE COURSE. SEE SECTION
310516 OF THE PROJECT SPECIFICATIONS FOR
GRADATION REQUIREMENTS.
CONSTRUCT GRAVEL PATH OVER
PREPARED BASE
MAXIMUM CROSS SLOPE = 3.0% (1:33)
PER FSORAG 2.4.2
MAXIMUM TRAIL "RUN"
SLOPE = 5.0% (1:20) PER
FSORAG 2.4.1
NOTE:
ACCESS ROUTES SHALL COMPLY WITH
SECTION 2.0 (OUTDOOR RECREATION
ACESS ROUTES) OF THE FOREST
SERVICE OUTDOOR RECREATION
ACCESSIBILITY GUIDELINES (FSORAG)
MATCH EX
GRADE
MATCH EX
GRADE
FOREST SERVICE OUTDOOR RECREATION GUIDELINES
(FSORAG) STANDARD ACCESS ROUTE
NTS 10-17 & 19
WATER FILLING STATION
HYDRANT PLAN
NTS 10-17
Quin Clements, P.
E.
2015.09.01 14:14:16
"U" BOLT TYPE PIPE
SUPPORT. MATCH OD
OF PIPE, TYP
1-1/2"
2-1/2"
150 LB THREADED
REDUCING FLANGE,
GALVANIZED
NON-SHRINK GROUT
SELF-DRILLING CONCRETE
ANCHOR w/STUD AND 2 NUTS
AND WASHERS EACH, SIZE TO
FIT FLANGE (TYP OF 4)
FLOOR
8" MIN
12" MAX
ELASTOMERIC
CUSHION PER MANUFACTURERS
RECOMMENDATION
PIPE CLAMP
UNISTRUT
ANCHOR BOLTS,
TYP OF 2
B U
IL
D
IN
G
W A
LL
1-1/2"
MIN
NOTES:
1. ALL BOLTS SHALL BE MIN.
3/8" DIA. STAINLESS STEEL
2. MOUNTING HARDWARE SHALL
NOT BE ALUMINUM
2.5" DIA. LIQUID FILLED
PRESSURE GAUGE (0-150 PSI)
1/2" PIPE NIPPLE
1/2" STOP AND DRAIN
WITH TEE HANDLE
1/2" x 1/4" REDUCER
4.2" DIA. LIQUID FILLED
PRESSURE GAUGE (0-150 PSI)
1/4" PVC NIPPLE
1/4" PVC DRAIN
1/4" BALL VALVE (TYP)
1/4" PVC TEE
1/4" PVC NIPPLE
1/4" BALL VALVE
4-1/2" DIRECT READING
WATER LEVEL GAUGE
WITH ADJUSTABLE DIAL
AIR LINE LENGTH
1/4" TEE
AIR VALVE STEM
WITH CAP
23-25
PIPE WALL MOUNT DETAIL
NTS
ADJUSTABLE PIPE SUPPORT DETAIL
NTS
WELL DETAIL
NTS
PRESSURE SWITCH ASSEMBLY
PRESSURE GAUGE DETAIL
NTS
23-25
4PRESSURE GAUGE DETAIL
NTS
6WATER LEVEL GAUGE DETAIL
NTS
TBD
FINISH GRADE
COMPLETED WELL DETAIL KEYED NOTES
ID DESCRIPTION
1 FIBERGLASS WELL TRANSCLOSURE (SEE DETAIL 1/22)
NEMA 4X SS 3P, 30A NONFUSED DISCONNECT SWITCH MOUNTED ON
4 1/4" DIA. P.E. AIR LINE IN 1" GALV. PIPE
5 4' x 4' x 4" CONCRETE SLAB W/#4 REBAR 12" O.C. (2" MIN COVER)
6 1-1/4" CONDUIT TO PUMP BUILDING
7 PITLESS SPOOL ASSEMBLY
FROM PUMP CONTROL PANEL
WATERTIGHT / VENTED SEAL CAP
0 FT.
TBD
3 FT.
TBD
TBD
TBD
TBD
TBD
10 6" STEEL WELL CASING
11 PUMP CABLES - 3 #6 AWG XLP (USE 2) + 1 #10 AWG GND (SUPPLIED WITH PUMP)
12 1/4" DIA. P.E. AIR TUBING, TERMINATE 2'FEET ABOVE PUMP
13 2 H.P. SUBMERSIBLE PUMP/MOTOR
14 STAINLESS STEEL 35 M.M. WELL SCREEN
1-1/2" S.S. UNISTRUT (2 EA) EMBEDDED IN CONCRETE SLAB
STAINLESS STEEL WELL SCREEN
CONCRETE GROUT WELL SEAL
16 2" GALVANIZED STEEL DROP PIPE
WELL NOTES
1. PITLESS ADAPTOR SHALL INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
2. ATTACH PUMP CABLE AND AIR LINE TO DROP PIPE EVERY
10 FEET WITH PLASTIC TIE WRAP.
3. ALL WELL WORK AND PITLESS ADAPTOR INSTALLATION
SHALL BE PERFORMED BY A WELL DRILLER LICENSED IN
ACCORDANCE WITH APPLICABLE WASHINGTON
ADMINISTRATIVE CODE (WAC).
4. BEFORE BEING PUT INTO SERVICE, THE WELL CASING,
PITLESS ADAPTOR AND ALL OTHER WELL APURTENANCES
SHALL BE DISINFECTED IN ACCORDANCE WITH APPLICABLE
SECTIONS OF THE WASHINGTON ADMINISTRATIVE CODE
(WAC). THIS INCLUDES, BUT IS NOT LIMITED TO,
THOROUGHLY MIXING AND AGITATING A SOLUTION WITH
ENOUGH CHLORINE TO LEAVE A RESIDUAL OF AT EAST 25
P.P.M. AFTER A 24 HOUR PERIOD.
5. IN ACCORDANCE WITH ELECTRIC CODE REQUIREMENTS,
PROVIDE #8 BOND FROM SWITCH BOX TO PITLESS ADAPTOR
CASING AND BOND GROUND WIRE TO PUMP MOTOR.
6. CHECK VALVE PLACEMENT:
CV#1 - DIRECTLY ABOVE WELL PUMP
CV#2 - 15-FT ABOVE WELL PUMP (BELOW WATER LEVEL)
CV#3 - 200-FT ABOVE WELL PUMP
7. TORQUE ARRESTOR PLACEMENT:
TA#1 - WITHIN 2 FEET OF PUMP
TA#2 - WITHIN 100-FT OF TA#1
TA#3 - WITHIN 100 FT OF TA#2
17 UNHYDRATED BENTONITE SEAL
19 4-1/2" DIRECT READING WATER LEVEL GUAGE ASSEMBLY (SEE DETAIL 6/20)
2" PVC SCH.-40 PIPE
TO PUMP BUILDING
20 2" S.S. CHECK VALVE (CV) - FLOWMATIC MODEL 80SS OR EQUIVALENT
CV#3
CV#2
CV#1
3/4" PVC TUBE FOR WELL DEPTH PROBE. EXTEND FROM PUMP TO TOP OF CASING
2" GALV. STEEL TO
COUPLER (3' MIN.)
2" COUPLER
21 2" SBR TORQUE ARRESTOR "SPIDER" - BOSHART INDUSTRIES OR EQUIVALENT
TA#1
TA#2
TA#3
1-1/2" SEAL FLEX CONDUIT W/ 3 #6 AWG XLP (USE 2) + 1 #10 AWG GND
Scale
Reviewed
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
DETAILS 3 (WATER)
NTS
Quin Clements, P.
E.
2015.09.01 14:14:34
1/4" DIA. x 1.5" STAINLESS STEEL
LAG BOLT TO PLYWOOD WALL (TYP.)
1/2" THK. GRAY SCH. 80
PVC MOUNTING BOARD
1/4" DIA. COPPER TUBING
TYP.1/4" DIA. BRASS
COMPRESSION FITTING
1/4" NEEDLE VALVE
(TYP 6.)
PRESSURE
SWITCH
PS1
PRESSURE
SWITCH
PS2
1/4" DIA COPPER TUBING DRAIN
1/4" NEEDLE VALVE (TYP.)
SNUBBERSNUBBER
SHUT-OFF
BALL VALVE
NOTE:
3 - NEMA 4X PRESSURE SWITCHES
PS1 & PS2 0-100 PSI ADJUSTABLE DIFFERENTIAL, 2 POINTERS
PS3 & PS4 0-100 PSI RANGE DUAL SWITCH FIXED DIFFERENTIAL
2 POINTERS ONE FOR LOW PRESSURE, 1 FOR HIGH PRESSURE
CONDUIT TO
CONTROL PANEL
ELECTRICAL
JUNC. BOX
8"
PRESSURE
SWITCHES
PS4 - N.O.
PS3 - N.C.
PS1 ON/OFF PRESSURE SWITCH 18 PSI - 32 PSI (LEAD PUMP)
PS2 ON/OFF PRESSURE SWITCH 13 PSI - 27 PSI (LAG PUMP)
PS3 CLOSES ON LOW PRESSURE (N.C.) - 10 PSI
PS4 CLOSES ON HIGH PRESSURE (N.O.) - 40 PSI
RANGE = 5 PSI - 100 PSI
LEAD PUMP ON
LAG PUMP ON
LOW/HIGH PRESSURE
SHUT-OFF
1/2" LIQUID FLEX CONDUIT
FROM PRESSUR SWITCH
TO J-BOX (TYP.)
4.2" LIQUID
FILLED PRESS.
GAUGE SEE 5/20
N.C. N.C.
FINISH GRADE
3%
4' x 14'-4" x 6" CONCRETE PAD w/ #4 REBAR AT 12" O.C., BROOM FINISH
COMPACTED SUBGRADE
6" LIFT OF WELL GRADED BASE
COURSE. SEE SECTION 310516 OF
THE PROJECT SPECIFICATIONS
FOR GRADATION REQUIREMENTS
TOP OF CONCRETE TO BE 1/4"
BELOW FINISHED FLOOR
JOINT SEALANT: SEE SECTION
079200 OF THE PROJECT
SPECIFICATIONS
VAN ROLLED EDGE PER
FS STANDARDS
NOTE:
INSTALL 3/8" PRE-MOLDED EXPANSION JOINT AT CENTER
OF PAD WITH CONTRACTION JOINTS @ 4' O.C. FROM
EXPANSION JOINT TO EDGE OF PAD.
6" PADDLE EXTENSIONS
FOR 2" TO 6" PIPE
(PACKED SEPARATELY)
PADDLE SIZING CHART
PIPE PADDLE TO USE
1-1/4" 1" PADDLE
1-1/2" 1" PADDLE
2" 6" PADDLE TRIMMED TO 2
2-1/2" 6" PADDLE TRIMMED TO 2
3" 6" PADDLE TRIMMED TO 3
4" 6" PADDLE TRIMMED TO 4
6" 6" PADDLE
SIZE
6" PADDLE
NOTE:
VERIFY PADDLE TRIM REQUIREMENTS
WITH MANUFACTURER'S WRITTEN LITERATURE
INSTALL WITH 5 PIPE DIAMETERS UP
AND DOWN STREAM OF FLOW SWITCH
PROVIDE A CLOSE COUPLED "T" 1-1/2"
X 1-1/4" X 1-1/2" OR 2" X 1-1/4" X 2"
(DEPENDING ON PIPE SIZE) TO MOUNT
FLOW SWITCH
FLOW SWITCH
MCDONNEL & MILLER
MODEL FS7-4
1" STD. PADDLE FOR
1-1/2" PIPE
1-1/4" NPT
7/8"2"
1-1/2" 3"
(5)TYP
18"
3/4" NPT (6)
TYP
TANK ACCESS RISER
FRONT VIEW
1/2" STAINLESS STEEL
BOLT THROUGH TANK ACCESS
RISER WALL
FLOAT SWITCH CORD
SUPPORT BRACKET
2" x 2" x 1/4"
STAINLESS STEEL ANGLE
STOCK
NYLON CORDGRIPS (6 EA),
LEAVE 5' OF SPARE CORD FOR
EACH FLOAT FOR LEVEL
ADJUSTMENT FLOAT SWITCH CORDS
(6 EA) TO JUNCTION
BOX
1/2" STAINLESS STEEL
BOLT THROUGH TANK ACCESS
RISER WALL
TOP VIEW
FLOAT SWITCH CORD
SUPPORT BRACKET
2" x 2" x 1/4"
STAINLESS STEEL ANGLE
STOCK
FLOAT HEIGHTS PER
SECTION A-A, SHEET 24
NYLON CORDGRIPS (6 EA)
NYLON CORDGRIPS (6 EA)
LS1 LS2 LS3 LS4 LS5 LS6
1/2" SEAL FLEX CONDUIT
FOR FLOAT SWITCH CORDS
FROM TANK RISER TO J-BOX (6 EA)
12"x12"x6" JUNCTION
BOX. SEE ELECTRICAL
PLANS SHEET 32 FOR
LOCATION DETAILS
PREMOLDED JOINT
FILLER
3/8"
EXPANSION JOINT
1/8" - 1/4"
CONTRACTION JOINT
1"
3/8" RADIUS
TYP.
3/8" RADIUS
TYP.
Scale
Reviewed
Checked
Design
Drawn of
Sheet
Sheet TitleForest
Project Name
Date
Civil Structural Land Use
P.O. Box 1132 Freeland, WA 98249
DAVIDO CONSULTING GROUP, INC.D C G
INCORPORATED
206.523.0024
15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155
360.331.4131
ST
ATE
OF WASHINGTON
QUIN
N. CLEMENTS
Revision 1/28/15 First Draft Design Comments 4/17/15 Second Draft Design Comments 7/1/15 Final Draft Design Comments 9/1/15 Final Draft Design Comments
DETAILS 4 (WATER)
NTS
1CONCRETE PAD
NTS
23-25
2PRESSURE SWITCH ASSEMBLY DETAIL
NTS 23-25
4FLOAT SWITCH MOUNT DETAIL
NTS23-25
3FLOW SWITCH
NTS
Quin Clements, P.
E.
2015.09.01 14:15:03
LOCKING MECHANISM
NOTES:
A. MATERIAL:
MOUNTING FLANGE ON ENLCOSURE
5/8" ANCHOR BOLT, NUT & FLATWASHER
B. MOUNTING
4'-0"
4'-0"
5-1/8"
5-1/8"
5/8" DIA. ANCHOR BOLT
4 QTY. PER SLAB
DOOR
DOOR
1-1/4" PVC (3 #6 AWG XLP-USE2 + 1
#10 AWG GND) SEE DETAIL 4/32
2" PVC PIPE (SCH. 40 PVC)
4" THK. CONCRETE PAD
W/ 6x6 10/10 WIRE MESH
CONCRETE SLAB
NEMA 4X S.S. 30A-3P
ELEC. DISCONNECT SWITCH
VENTED SEAL CAP
3' -1
4"
9" 9"2'-6"
FRONT VIEW END VIEW ANCHOR BOLTS TO BE 5/8" DIA. AND TO EXTEND 1-1/2"
MINIMUM ABOVE PAD. PROVIDE CABLE ENTRY AS REQUIRED
CONCRETE PAD ANCHOR BOLT LOCATIONS
ENCLOSURE HOD DOWN DETAIL
1/8" STNLS STL
5-1/4"
TOP
5- 1/
4"
POP RIVET
8 PLACES
VENT
16 GAUGE (0.06)
STAINLESS STEEL
LOUVER DETAIL
ENCLOSURE
WALL
SCREEN BAFFLE
20 GAUGE (0.36)
STAINLESS STEEL
37-3/8" CLEAR, INSIDE
16"16"
43" 43"
O P
E N
IN
G
7-
1/ 2"
TOP VIEW
(DOOR OPENING)
(ELEV 32-1/2")
30" 35-1/2" CLEAR, INSIDE
(ELEV 32-1/2")
VENT LOUVER
ONE LOW END
HIGH END OPP.
SEE DETAIL
1-1/2" SEAL FLEX CONDUIT
FROM WELL CAP TO
DISCONNECT SWITCH
GROUND TO CASING (#6)
1-1/2" S.S. UNISTRUT MOUNT
FOR DISCONNECT SWITCH
PUMP HOUSE CONCRETE
SLAB
3/8" STAINLESS STEEL CONCRETE
WEDGE ANCHORS
(1-1/2" TO 3" EMBEDMENT DEPTH)
BOOSTER PUMP
MOTOR SUPPORT
3/8" NUT AND WASHER
ABOVE AND BLOW
SUPPORT PLATE
BOOSTER PUMP
6"
#4 REBAR @ 7" OC
EMBED 2" INTO FLOOR
SLAB (TYP)
2"
2" CLEAR (TYP)
1-1/2" 1-1/2"
6"
2"
2" CLEAR (TYP)
3/8" STAINLESS STEEL
CONCRETE
WEDGE ANCHORS
(1-1/2" TO 3" EMBEDMENT
DEPTH - TYP)
BOOSTER PUMP
MOTOR SUPPORT
(TYP)
3/8" NUT AND WASHER
ABOVE AND BLOW
SUPPORT PLATE (TYP)
#4 REBAR @ 8" OC
EMBED 2" INTO FLOOR
SLAB (TYP)
BOOSTER PUMP
(TYP)
PUMP HOUSE CONCRETE
SLAB
#4 REBAR @ 7" OC
#4 REBAR @ 8" OC
SIDE VIEW
CAST-IN-PLACE
CONCRETE BOOSTER
PUMP MOUNTING PAD
CAST-IN-PLACE
CONCRETE BOOSTER
PUMP MOUNTING PAD
FRONT VIEW
SECONDARY
TANSFORMER
(INSTALLED
BY PUD)
CONDUIT STUB-OUT
(INSTALLED BY PUD) FURNISHED
AND INSTALLED
BY PUD
FURNISHED AND
INSTALLED
BY CONTRACTOR
CABLE IN SCHEDULE 80 PVC.
PROVIDE STRAIGHT FLAT
BOTTOM TRENCH BETWEEN
TRANSFORMER AND METER.
SEE DETAIL 6/18 AND…
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