Pipestem SP Wastewater System Improvements - Construction Plans.pdf
PDF 17 MB Posted
- Solicitation number
- CRFQ 0310 DNR2100000008 3
- Issued by
- Randolph County, West Virginia
About this file
This is a construction plans document for the Pipestem Resort State Park Wastewater System Improvements project located in Summers County, West Virginia, prepared by MOT MAC engineering firm. The project encompasses wastewater treatment upgrades at the McKeever Wastewater Treatment Plant (WWTP) and campground facilities. The scope of work includes demolition of existing treatment units and installation of a new Orenco FRP packaged wastewater treatment system consisting of textile filters in primary and tertiary stages. The project also includes grease trap replacement, yard piping improvements, erosion control measures, electrical upgrades, campsite dump station modifications with 35 sewer hook-up replacements, and miscellaneous site work. The construction plans contain 25 detailed sheets covering site layouts, process flow profiles, treatment tank and unit details, control building specifications, demolition phasing, storm drain profiles, cross-sections, erosion control plans, electrical schematics, and campground area improvements. The plans are dated November 2020 at 100% submittal stage, indicating the project was in final design phase.
The project includes phased demolition with Phase I to occur before new systems are operational and Phase II demolition after the new plant becomes operational. The existing treatment system must be disconnected and removed after new septic tanks are installed and operational by others. Permitting requirements from the West Virginia Department of Health and Human Resources are referenced, including approval for the new process and increased flows at the facility. The construction documents detail specific technical requirements for backfill and compaction, erosion control maintenance, fencing installation, storm drain specifications, manhole construction, and electrical connections. Design specifications address construction sequencing, material standards, quality control measures, temporary facilities, and safety protocols. The project represents a comprehensive modernization of aging wastewater infrastructure at a state park facility with coordination required between multiple construction phases and utility connections.
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Text version
SHEET
INDEX TO DRAWINGS
NAME
LOCATION MAP
NO SCALE
Title Sheet
N O
V E
M B
E R
General Layout
McKeever WWTP - Existing Conditions Site Plan
S U
M M
E R
S
C
O U
N T
Y
W
E S
T
V
I R
G I N
I A
McKeever WWTP - Proposed Site Plan04
McKeever WWTP - Process Flow Profile
McKeever WWTP - Treatment Tank Details
McKeever WWTP - Treatment Unit Details
McKeever WWTP - Control & Chemical Feed Building
McKeever WWTP - Demolition Plan - Phase I & Phase II
10 McKeever WWTP - Proposed Grease Trap Replacement & Access Road
McKeever WWTP - Proposed Yard Piping Plan
11 McKeever WWTP - Storm Drain Profiles
12 McKeever WWTP - Site Cross Sections
13 McKeever WWTP - Erosion Control Plan
14 McKeever WWTP - Erosion Control Notes and Details
15 McKeever WWTP - Erosion Control Details
16 McKeever WWTP - Miscellaneous Site Details
17 McKeever WWTP - Miscellaneous Site Details
18 McKeever WWTP - Electrical Site Plan
19 McKeever WWTP - Electrical Site Details
20 McKeever WWTP - Electrical Schematics & Schedules
21 Campground Area - Existing Dump Station Site Plan
22 Campground Area - Proposed Dump Station Site Plan
23 Campground Area - Dump Station Site Details
24 Campground Area - Miscellaneous Site Details
25 Campground Area - Dump Station Electrical Site & Details
RevStatus
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\01-PIPESTEM GEN LAYOUT.dwg Nov 11, 2020 - 3:21PM GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
0' 500'
SITE MAP
DISCONNECT POWER & REMOVE EXISTING TREATMENT
UNIT AND ALL APPURTENANCES INCLUSIVE OF
SUBGRADE EQUIPMENT AFTER NEW SEPTIC TANKS
HAVE BEEN INSTALLED BY OTHERS AND ARE IN
OPERATION. SEE DEMOLITION SPECIFICATION FOR
DETAILED INSTRUCTIONS FOR REMOVAL AND
SALVAGING REQUIREMENTS.
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CO.
SPLITTER
BOX
EXIST. TREATMENT UNIT #1
EXIST. TREATMENT UNIT #2
ELEC.
TRANS.
METER BASE
& DISCONNECT
HOSE BIBB
CONC. HEADWALL
PERMIT NO. WV 103110
OUTLET NO. 001
A
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Ex.MH
RevStatus
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\02-McKEEVER WWTP EXIST CONDITIONS.dwg Nov 11, 2020 -
3:31PM GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
0' 10'
SITE MAP
McKeever WWTP
Existing Conditions Site Plan
E
C P
E
IE=2547.6
Top=2550.9
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Top=2547.6
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CO.
CO.
EXIST. TREATMENT UNIT #1
EXIST. TREATMENT UNIT #2
ELEC.
TRANS.
METER BASE
& DISCONNECT
CONC. HEADWALL
PERMIT NO. WV 103110
OUTLET NO. 001
E
X
I
S
O
A
C
E
A
D
Inv =2547.8
CUT & PLUG EXISTING
INLET LINE
CUT & PLUG EXISTING
OUTLET LINE
CAP EXISTING WATER LINE AND
REMOVE EXISTING YARD HYDRANT
DISCONNECT POWER & REMOVE
EXISTING TREATMENT UNIT #1 AND ALL
APPURTENANCES INCLUSIVE OF
SUBGRADE EQUIPMENT.
PLUG & ABANDON
EXISTING LINE
REMOVE EXISTING
SPLITTER BOX & BACKFILL
DISCONNECT POWER & REMOVE
EXISTING TREATMENT UNIT #2 AND ALL
APPURTENANCES.
REMOVE REMAINDER OF
EXIST. FENCE AND INSTALL
NEW FENCE AFTER SITE
WORK IS COMPLETE.
REMOVE EXISTING
MANHOLE & BACKFILL
PLUG OR REMOVE EXISTING
CULVERT PIPES AFTER NEW
STORM DRAINS ARE
INSTALLED.
RevStatus
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\03-McKEEVER WWTP DEMO.dwg Nov 11, 2020 - 3:34PM GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
0' 10'
SITE MAP
McKeever WWTP
Demolition Plan - Phase I & Phase II
Legend
1 PHASE I DEMOLITION
2 PHASE II DEMOLITION
TO BE DONE AFTER NEW
PLANT IS IN OPERATION.
NOTE:
SEE DEMOLITION SPECIFICATION FOR DETAILED
INSTRUCTIONS FOR REMOVAL AND SALVAGING
REQUIREMENTS.
DEMOLITION AREAS TO BE
BACKFILLED TO MATCH
SURROUNDING GRADE
TO BE DONE AFTER NEW
PLANT IS IN OPERATION.
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\04-McKEEVER WWTP PROPOSED SITE.dwg Nov 12, 2020 - 1:51PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
0' 10'
SITE MAP
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\05-McKEEVER WWTP YARD PIPING.dwg Nov 12, 2020 - 1:18PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
0' 5'
YARD PIPING
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\06-McKEEVER WWTP HYD PROFILE.dwg Nov 11, 2020 - 3:57PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\07-McKEEVER WWTP TANK DETAILS.dwg Nov 11, 2020 - 3:59PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
McKeever WWTP
FOR BACKFILL AND COMPACTION SEE DETAIL 1
SHEET 08
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\08-McKEEVER WWTP UNIT DETAILS.dwg Nov 11, 2020 - 4:01PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
McKeever WWTP
Lay a level, 95% compacted bed of <
" -in. (19-mm) aggregate, pea gravel, or approved granule for transfer lines.
Backfill in 12 -in. (300-mm) lifts - don't damage the lines.
Use a mechanical compacter to compact each lift.
If necessary, moisten the backfill material with water to help compaction.
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\09-McKEEVER WWTP CHEM BLDG.dwg Nov 12, 2020 - 1:04PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\10-McKEEVER GREASE TRAP SITE.dwg Nov 11, 2020 - 4:07PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
0' 20'
SITE MAP
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\11-McKEEVER WWTP STORM PROFILES.dwg Nov 11, 2020 - 4:10PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
1"=10' HORIZ. & VERT.
PROFILES
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\12-McKEEVER WWTP SITE CROSS SECTIONS.dwg Nov 11, 2020 -
4:13PM GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
1"=10' HORIZ. & VERT.
CROSS SECTIONS
E
Top=2552.6
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IE=2547.6
Top=2550.9
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1093-99
1093-100
Inv =2549.8
Inv =2548.1
Inv =2548.7
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C
P
CO.
CO.
SPLITTER
BOX
EXIST. TREATMENT UNIT #1
EXIST. TREATMENT UNIT #2
ELEC.
TRANS.
METER BASE
& DISCONNECT
HOSE BIBB
CONC. HEADWALL
PERMIT NO. WV 103110
OUTLET NO. 001
A
C
C
E
A
D
M
P
Inv =2547.8
Inv =2542.7
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Ex.MH
Ex.MH
Ex.MH
B-5
B-6
B-1
B-2
B-4
B-3
RevStatus
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\13-McKEEVER WWTP S&E PLAN.dwg Nov 11, 2020 - 4:18PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
0' 20'
SITE MAP
McKeever WWTP
NOTE:
ALL DISTURBED AREAS TO BE SEEDED & MULCHED AS
PER PARK AUTHORITIES DIRECTION.
10' MAX. C/C
M
I N
24" TO 36" LONG
2" X 2" HARDWOOD STAKES
SILTSOXX OR
APPROVED EQUAL
24" TO 36" LONG
2" X 2" HARDWOOD STAKES
SILTSOXX OR
APPROVED EQUAL
NOTE:
INLET AND DITCH CHECK MATERIAL SHALL BE SILTSOXX AS
MANUFACTURED BY FILTREXX INTERNATIONAL, OR ENGINEER'S
APPROVED EQUAL.
RevStatus
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\13-McKEEVER WWTP S&E PLAN.dwg Nov 11, 2020 - 4:20PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
MAINTENANCE NOTES:
1. INSPECT AFTER EACH 1/2" OF RAINFALL AND AT LEAST ONCE A WEEK AND REPAIRS MADE AS NEEDED.
2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP.
3. INLET PROTECTION SHOULD REMAIN IN PLACE AND OPERATIONAL UNTIL THE DRAINAGE AREA IS COMPLETELY STABILIZED.
M
A X
I M
U M
VARIES
M
I N
VARIES
VARIES
STONE CHECK DAM WITH OR WITHOUT SUMP MAINTENANCE
REQUIREMENTS
1. INSPECT EACH CHECK DAM AT A MINIMUM ONCE EVERY SEVEN
CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT
GREATER THAN 0.5" OF RAIN PER 24 HOUR PERIOD. CHECK TO SEE
IF WATER HAS FLOWED AROUND THE EDGES OF THE STRUCTURE.
2. REPLACE STONE AND REPAIR DAMS AS NECESSARY TO MAINTAIN
CORRECT HEIGHT AND CONFIGURATION.
3. SEDIMENT SHOULD BE REMOVED FROM BEHIND THE CHECK
DAMS WHEN IT HAS ACCUMULATED TO ONE HALF OF THE ORIGINAL
HEIGHT OF THE DAM. DISPOSE OF THE SEDIMENT IN AN
APPROPRIATE PLACE.
4. DRAINAGE AREA OF 2 ACRES OR LESS USE AASHTO #1 STONE.
FOR DRAINAGE AREAS OF OVER 2 ACRES USE CLASS 1 RIPRAP.
A
C
I
N
G
SOIL TYPE AND SLOPE
SPACING DEPENDS ON THE
STEEPNESS
24" TO 36" LONG
1" X 1" HARDWOOD STAKES
WATTLES
F
L
O
W
SEDIMENT IS CAPTURED
BEHIND THE ROLLS
CONTOURS
FIBER ROLLS MUST BE PLACED
EXACTLY ON CONTOURS
ABUT ENDS FIRMLY
ALWAYS PLACE PERPENDICULAR
TO THE FLOW
MAINTENANCE NOTES:
1. INSPECT WATTLES AT LEAST ONCE A WEEK AND AFTER EACH RAIN EVENT GREATER THAN 0.5".
2. REPAIR OR REPLACE SPLIT,TORN,RAVELING, OR SLUMPING WATTLES.
3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE
GROUND SURFACE.
4. REPAIR ANY RILLS OR GULLIES PROMPTLY. RESEED OR REPLANT VEGETATION IF NECESSARY UNTIL THE SLOPE IS
STABILIZED.
100' L.
100' L.
WEIR WIDTH
2' PLUS
2' PER ACRE
4' MAX
12" TYP.
COMPACTED EARTH BERM
FILTER FABRIC
VARIABLE
ORIGINAL GROUND
VARIABLE
DRY STORAGE
1800 CU. FT. / AC.
( EXCAVATED
1800 CU. FT. / AC.
WET STORAGE)
ORIGINAL GROUND
2" - 10" WELL-GRADED STONE
FILTER CLOTH
COARSE AGGREGATE 1' THICK
RIP RAP TRAP INLET PROTECTION
ELEVATION
CROSS SECTION
MAINTENANCE NOTES:
1. SEDIMENT SHOULD BE REMOVED FROM THE TRAP BEFORE THE TRAPS WET STORAGE VOLUME IS REDUCED BY
ONE-HALF. SEDIMENT REMOVED FROM THE TRAP SHOULD BE STORED OR DISPOSED IN A MANNER IN WHICH WILL NOT
CREATED AN EROSION OR SEDIMENT PROBLEM.
2. FILTER STONE SHOULD BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE
CHOKED WITH SEDIMENT SHOULD BE REMOVED AND CLEANED OR REPLACED.
3. THE STRUCTURE SHALL BE CHECKED EVERY SEVEN DAYS AND/OR AFTER 0.5" OF RAIN TO ENSURE THAT IT IS
STRUCTURALLY SOUND AND HAS NOT DAMAGED.
VARIABLE
RevStatus
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\13-McKEEVER WWTP S&E PLAN.dwg Nov 11, 2020 - 4:21PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
12"
SUBSURFACE DRAIN DETAIL
V A
R I E
S
TYPICAL FENCE DETAILS
END POST
E N
D
P
O S
T
L E
N G
T H
C O
R N
S
T
L E
N G
T H
10'-0" MAX. SPACING
(3) STRANDS OF BARBED WIRE,
EACH CONSISTING OF 2 STRAND
LINE WIRE W/ 4 PT. BARBS.
LINE POST
45° B/W ARM
TENSION BAR
F
A B
R I
H
I G
H T
L I N
E
P
O S
T
L E
N G
T H
TRUSS ROD
ADJUSTING UNIT
" DIA. ADJUSTABLE
TRUSS ROD
TENSION BAND
12" O.C.
BRACE BAND
LINE POST TIE
12" O.C.
" O.D. BRACE
RAIL
BOTTOM SELVAGE
KNUCKLED
TENSION WIRE
7 GAUGE
HOG RING
18" O.C.
HOG RING
18" O.C.
DOME TOP
CORNER ARM
TENSION WIRE
7 GAUGE
CHAIN LINK FABRIC 2" MESH 6
GAUGE. TOP SELVAGE TWISTED
16" DIA. FOOTINGS
12'-0" OPENING
FACE TO FACE
TERMINAL / GATE POST
N
O M
H
E I G
H T
DOME TOP
BARBED WIRE
CHAIN LINK FABRIC 2" MESH 6
GAUGE.
" O.D. BRACE
RAIL
TENSION BAR
" O.D. FRAME
BOTTOM TENSION WIRE
TRUSS ROD
ADJUSTING UNIT
TRUSS ROD
DROP ROD
LATCH
HINGE
D E
P T
H
D E
P T
H
16" DIA. FOOTINGS
TRUSS ROD
ADJUSTING UNIT
3'-6"
2'-6"
"1
D
R O
P
CAST IRON FRAME & GRATE
3'-6"
6" 6"
PRECAST CONCRETE
DROP INLET
SEAL PIPE OPENING
W/ NON-SHRINK GROUT
(TYP.)
FLOW
18" HDPE PIPE
18" HDPE PIPE
18" HDPE PIPE
18" HDPE PIPE
DROP INLET DETAIL
NO SCALE
THE TOP OF THE INLET AND GRATE SHALL CONFORM
TO THE ELEVATION AND SLOPES OF THE PAVEMENT
UNLESS OTHER- WISE SHOWN ON THE PLANS OR
DIRECTED BY THE ENGINEER.
TYPICAL ACCESS ROAD SECTION
NO SCALE
1 1/2" AMERICAN
NATIONAL STRAIGHT
THREAD HOSE
CONNECTION
2" SCREWED BRASS 90° ELBOW
2" BRASS NIPPLE
YARD HYDRANT DETAIL
2" SERVICE
2"TYPE "K"
FITTING FLARED CONN.
x I.P. THREAD
M.J. PLUG
CONCRETE PADS
POST HYDRANT
NON-FREEZE
ZURN INDUSTRIES
CURB BOX
No. 1390
PAPER
TAR
2 CU. FT.
AASHTO 57
COPPER
2"CURB STOP
1/4" I.P.S.
DRAIN PORT
2" THK.
x I.P. THREAD
FITTING FLARED CONN.
2" SERVICE
RevStatus
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\16-McKEEVER WWTP MISC.SITE DETAILS.dwg Nov 11, 2020 -
4:24PM GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
TYPICAL CONNECTION TO
EXISTING GRAVITY SEWER PIPE
SECTION
CONNECTION TO EXIST. MANHOLE DETAIL
EXTERIOR CASTING/CHIMNEY
SEAL INFI-SHIELD UNI-BAND
OR EQUAL
EXTERIOR JOINT WRAP
INFI-SHEILD GATOR WRAP
OR EQUAL
SECTIONAL PLAN
48" DIA. CONCRETE MANHOLE DETAIL
NOT TO SCALE
SECTION A-A
NOT TO SCALE
NOT TO SCALE
FILL ANNULAR SPACE WITH
NON-SHRINK GROUT
CONC. ENCASE AROUND
OPENING AND PIPE
2000 PSI CONCRETE
NEW SEWER LINE
NEOPRENE MANHOLE/PIPE
WATERSTOP WITH STAINLESS
STEEL HOSE CLAMP
RE-FORM CHANNEL
AS REQUIRED WITH
NON-SHRINK GROUT
AGGREGATE BEDDING
REPLACED PIPE SECTION
W/ STAINLESS STEEL SHEAR RING
FERNCO (OR EQUAL) COUPLING
EXISTING PIPE SECTION
AASHTO NO. 57
COARSE AGGREGATE
WHERE A TRANSITION MUST BE MADE TO THE PIPE FROM A PIPE
OF DIFFERENT MATERIAL AN APPROVED FLEXIBLE TYPE COUPLING OR
DONUT, COMPRESSION TYPE JOINT SEALER MUST BE UTILIZED. THE
COUPLINGS AND SEALERS MUST BE AS MANUFACTURED BY FERNCO
INC., OR APPROVED EQUAL..
WHERE THE EXISTING SEWER PIPE HAS BEEN BROKEN, THE PERIPHERY
SHALL BE CUT NEATLY IN A UNIFORM RADIUS PRIOR TO INSTALLATION
OF THE COUPLING/SEALER. JAGGED EDGES OF PIPE WILL NOT BE
PERMITTED.
3/4" DIA. S.S. ANCHOR BOLTS
(2 TYPICAL)
CASTING TO SIT ON
MASTIC BED "KENT SEAL"
OR EQUAL AND GROUT
1/2" COAT OF
CEMENT MORTAR
CONCRETE BRICK MASONRY
WATERPROOF OUTSIDE
OF MANHOLE WITH
THOROSEAL OR SIMILAR
MATERIAL
MASTIC JOINT MATERIAL
"KENT" SEAL OR EQUAL
TWO CONTINUOUS BEADS
MANHOLE STEPS POLYPROP.
PLASTIC COATED
(ASTM D-2146 TYPE II CR.49108)
3/8" GRADE 40 DEFORMED STL.
BAR (ASTM A-615)
48" DIA.
M
A X
29"
MIN. DIA.
CLEAR
27" DIA.
5"
PRECAST CONCRETE SECTIONS
(ASTM C-478)
NOTE: FORMED CHANNEL
DEPTH EQUAL TO
PIPE DIAMETER
MONOBASE
3000 PSI CONCRETE
6" THICK CRUSHED
STONE BEDDING
(AASHTO #57)
(SEE NOTE 1)
MIN.
8"
P I P
E
D I A
COVER TO BEAR THE WORDS
"CLB SANITARY SEWER"
EXCEPT AS NOTED, ALL MANHOLE FRAMES AND
COVERS SHALL BE EAST JORDAN OR EQUAL.
WATER TIGHT MANHOLES DESIGNATED AS
"W.T." ON THE DRAWINGS SHALL BE FURNISHED
W/ MACHINED GROOVE TO RECEIVE AN O RING SEAL.
OR APPROVED FLEXIBLE COUPLING
W/STAINLESS STL. STRAPS
FLEXIBLE BOOT
MANHOLE TO PIPE
PROVIDE MINIMUM 12" PVC
AND FERNCO FOR CONNECTION
TO EXISTING VCP
CHANNEL
FORMED
12"
MIN.
28 3/4"DIA.
V A
R I E
S
6"MAX.
OUTSIDE AS SHOWN
5"
12"
MAX
MIN
RIP-RAP
D =12"
D = 9"
D = 6"
24"
L
C
4'
TYPICAL RIP-RAP GUTTER DETAIL9
NO SCALE
CONCRETE CRADLE
END OF MAIN
SANITARY LINE
PIPE JOINTS AS
REQUIRED
2. CLEANOUT TO BE SAME
SIZE AS MAIN SANITARY
LINE
NOTES:
1. PIPE MUST NOT SUPPORT
INSPECTION FRAME AT
ANY POINT.
FRAME & LID
(NEENAH OR EQUAL)
PLUG
3'-0"
CAST IRON INSPECTION
CLEANOUT DETAIL
NOT TO SCALE
RIPRAP
GUTTER
8"
1'-4"
2'-0"
PLAN
SECTION
CONCRETE OUTFALL HEADWALL DETAIL
NO SCALE
4" PVC PLANT
EFFLUENT
4" PVC PLANT
EFFLUENT
#3 REBAR @ 12"
C/C, EACH WAY
RevStatus
Drawing Number
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\16-McKEEVER WWTP MISC.SITE DETAILS.dwg Nov 11, 2020 -
4:24PM GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\18-McKEEVER WWTP ELEC SITE.dwg Nov 23, 2020 - 3:45PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
MNH
MNH
THS
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal MNH
2 Nov. 2020 KDG 100% Submittal MNH
IB
IB
IB
GRAPHIC SCALE
0' 5'
ELECTRICAL SITE PLAN
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\18-McKEEVER WWTP ELEC SITE.dwg Nov 23, 2020 - 3:46PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
MNH
MNH
THS
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal MNH
2 Nov. 2020 KDG 100% Submittal MNH
IB
IB
IB
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\18-McKEEVER WWTP ELEC SITE.dwg Nov 23, 2020 - 3:47PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
MNH
MNH
THS
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal MNH
2 Nov. 2020 KDG 100% Submittal MNH
IB
IB
IB
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\21-PIPESTEM CAMPGROUND SITE.dwg Nov 11, 2020 - 4:37PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
0' 20'
SITE MAP
GENERAL NOTE
CONTRACTOR SHALL FIELD LOCATE AND VERIFY 35
CAMPSITE SEWER HOOK UP CONNECTIONS AND
REPLACE ALL WITH NEW CAMPSITE SEWER HOOK
UPS. SEE DETAIL 1 SHEET 24
NOTE:
UTILITY INFORMATION IS SHOWN HEREON FOR
INFORMATION ONLY AND IS INTENDED ONLY TO
INDICATE THE EXISTENCE THEREOF. IT IS BASED
ON EVIDENCE AVAILABLE AT THE TIME OF THE
SURVEY. THE UTILITY LOCATIONS AND INFORMATION
SHOWN MAY NOT BE ACCURATE OR COMPLETE
AND SHOULD NOT BE RELIED ON. ALL UTILITY
INFORMATION MUST BE VERIFIED IN THE FIELD
WITH THE APPROPRIATE AUTHORITIES PRIOR TO
ANY CONSTRUCTION OR OTHER USE.
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\22-PIPESTEM CAMPGROUND DUMP STATION SITE.dwg Nov 11, 2020 - 4:39PM GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
2 Nov. 2020 KDG 100% Submittal THSGDF
GRAPHIC SCALE
0' 5'
SITE MAP
NOTE:
UTILITY INFORMATION IS SHOWN HEREON FOR
INFORMATION ONLY AND IS INTENDED ONLY TO
INDICATE THE EXISTENCE THEREOF. IT IS BASED
ON EVIDENCE AVAILABLE AT THE TIME OF THE
SURVEY. THE UTILITY LOCATIONS AND INFORMATION
SHOWN MAY NOT BE ACCURATE OR COMPLETE
AND SHOULD NOT BE RELIED ON. ALL UTILITY
INFORMATION MUST BE VERIFIED IN THE FIELD
WITH THE APPROPRIATE AUTHORITIES PRIOR TO
ANY CONSTRUCTION OR OTHER USE.
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\22-PIPESTEM CAMPGROUND DUMP STATION SITE.dwg Nov 11, 2020 - 4:40PM GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\22-PIPESTEM CAMPGROUND DUMP STATION SITE.dwg Nov 11, 2020 - 4:41PM GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
JJM
THS
THS
GDF
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal THSGDF
Scale at ARCH D
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Security
Client
App’dCh’k’dDescriptionDrawnDateRev
Project Number
TotalB/O
P:\WVDNR\403765 WVDNR Pipestem Wastewater\Pipestem Resort SP\DWG\25-PIPESTEM CAMPGROUND ELEC DET.dwg Nov 23, 2020 - 3:44PM
GAR69416
201 Pennsylvania Avenue, 4th Floor
Charleston, West Virginia 25302
U.S.A.
T 304.356.3010
F 304.357.9222
W www.motmac.com/americas
Pipestem Resort State Park
SUMMERS COUNTY, WEST VIRGINIA
507403765
As Noted PRE 2 STD
KDG
KDG
MNH
MNH
THS
Wastewater System Improvements
1 Sept. 2020 KDG 30% Submittal MNH
2 Nov. 2020 KDG 100% Submittal MNH
IB
IB
IB
GRAPHIC SCALE
0' 20'
ELECTRICAL SITE MAP
EXISTING BATHHOUSE
ELECTRICAL PANEL
W
G
N D
EXIST. LOAD
1 HP
NO SCALE
PARTIAL ONE LINE - BATHHOUSE POWER OPTION
P
V
H
EXISTING OFFICE
ELECTRICAL PANEL
EXIST. LOAD
1 HP
NO SCALE
PARTIAL ONE LINE - OFFICE POWER OPTION
NOTE:
UTILITY INFORMATION IS SHOWN HEREON FOR
INFORMATION ONLY AND IS INTENDED ONLY TO
INDICATE THE EXISTENCE THEREOF. IT IS BASED
ON EVIDENCE AVAILABLE AT THE TIME OF THE
SURVEY. THE UTILITY LOCATIONS AND INFORMATION
SHOWN MAY NOT BE ACCURATE OR COMPLETE
AND SHOULD NOT BE RELIED ON. ALL UTILITY
INFORMATION MUST BE VERIFIED IN THE FIELD
WITH THE APPROPRIATE AUTHORITIES PRIOR TO
ANY CONSTRUCTION OR OTHER USE.
20A / 2P
20A / 2P
W
G
N D
P
V
H
| 02_PIPESTEM_Engineer's Design Report |
| 1. Background/Historical Info |
| 2. Scope of Work |
| 3. Existing McKeever Lodge Station Design |
| B. McKeever WWTP Effluent Limits and Flows |
| 4. Proposed McKeever Lodge Station Design: An Orenco FRP Packaged WWTP is proposed to replace the aging and failing metal prefabricated units for the McKeever WWTP. The Orenco system is a system of prepackaged textile filters which consists of two distinct stages. A primary stage is expected to remove 50 percent of BOD from the process, and the tertiary stage (textile filters) will remove the remainder to below the prescribed effluent limits. The prepackaged Orenco system consists of the following: |
| 5. McKeever Lodge Grease Trap Replacement |
| 6. McKeever Lodge Proposed Civil Upgrades |
| A. Improve Vehicle Access at the Grease Trap |
| 7. Campsite Dump station |
| 8. Canyon Rim WWTP |
| 9. Constructability Plan |
| A. McKeever WWTP |
| B. Grease Trap |
| The grease trap will be installed in the same time period as the new WWTP. |
| C. Canyon Rim Demolition |
| Demolition of the existing Canyon Rim WWTP must be coordinated with Pipestem to be performed after the installation of new septic systems (Separate contract) |
| 10. Permitting and Planning Requirements |
| A. West Virginia Department of Health and Human Resources |
| The proposed upgrades to the WWTP includes new flow and a new process. The WV Bureau for Public Health representative was contacted to identify any permitting requirements. The representative advised that under the proposed conditions, the upgrades to the WWTP will require the following: |
| FRONT COVER - Pipestem |
| Pipestem WWTP 100% Submittal 11-12-20 |
| 00 01 10 Table of Contents |
| TABLE OF CONTENTS |
| AIA Document A101-2007 |
| AIA General Conditions (003) |
| Division 01 Breaker |
| Pipestem Resort SP Wastewater Improvements 01 10 00 SUMMARY OF WORK 111120 |
| SECTION 01 10 100 |
| END OF SECTION |
| Pipestem Resort SP Wastewater Improvements 01 12 00 MATERIAL AND EQUIPMENT |
| PART 1 – GENERAL |
| PART 3 – EXECUTION |
| 3.3 MATERIALS AND EQUIPMENT TO SUIT DESIGN |
| Pipestem Resort SP Wastewater Improvements 01 13 00 SPECIAL CONDITIONS |
| PART 1 – GENERAL |
| PART 2 – PRODUCTS (Not Used) |
| PART 3 – EXECUTION (Not Used) |
| Pipestem Resort SP Wastewater Improvements 01 29 00 MEASUREMENT AND PAYMENT |
| PART 1 – GENERAL |
| Pipestem Resort SP Wastewater Improvements 01 31 19 PROJECT MEETINGS |
| PROJECT MEETINGS |
| Pipestem Resort SP Wastewater Improvements 01 33 00 SUBMITTALS |
| Pipestem Resort SP Wastewater Improvements 01 45 00 QUALITY CONTROL |
| PART 2 – PRODUCTS (Not Used) |
| Pipestem Resort SP Wastewater Improvements 01 50 00 TEMPORARY FACILITIES |
| Division 02 Breaker |
| 04_PIPESTEM_02 41 00 - DEMOLITION |
| PART 1 GENERAL |
| PART 2 PRODUCTS (NOT USED) |
| PART 3 EXECUTION |
| Division 13 Breaker |
| 04_PIPESTEM_13 35 01 - FRP BUILDING |
| 1.1 DESCIPTION |
| 1.2 REFERENCE Specifications, codes and standards |
| 1.3 warranty |
| 1.4 SUBMITTALS |
| 1.5 DELIVERY, STORAGE AND HANDLING |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| Division 26 Breaker |
| Division 46 Breaker |
| 04_46 25 24 DUMP STATION |
| PART 1 - GENERAL |
| PART 2 - STANDARDS |
| 04_PIPESTEM_46 53 01 - AXMAX |
| PART 1 - GENERAL |
| PART 2 – PRODUCTS |
| PART 3 - EXECUTION |
| PIPESTEM 465301 - APPENDIX A |
| PAGE BLANK |
| FRONT COVER - Specs |
| PAGE BLANK |
| PAGE BLANK |
| PAGE BLANK |
| Pipestem Resort SP Wastewater Improvements 01 10 00 SUMMARY OF WORK 111120 |
| Form_SJ ths |
| McKeever WL Allocation application |
| WLA Approval Ltr-electronic signature |
| WVG551164 Outlet 001-WLA for replacement of WWTP |
| 00 01 10 Table of Contents |
| Electrical set |
| 260500 - BASIC ELECTRICAL REQUIREMENTS_0 |
| PART 1 - GENERAL |
| 260519 Low-Voltage Electrical Power Conductors and Cables_0 |
| 1.1 RELATED DOCUMENTS |
| 1.2 SUMMARY |
| 1.3 ACTION SUBMITTALS |
| 1.4 INFORMATIONAL SUBMITTALS |
| PART 2 - PRODUCTS |
| PART 3 - EXECUTION |
| 260526 Grounding and Bonding_0 |
| PART 1 - GENERAL |
| PART 2 - PRODUCTS |
| PART 3 - EXECUTION |
| 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS_0 |
| PART 1 - GENERAL |
| PART 2 - PRODUCTS |
| PART 3 - EXECUTION |
| 260533 Raceways and Boxes_0 |
| PART 1 - GENERAL |
| PART 2 - PRODUCTS |
| PART 3 - EXECUTION |
| 260553 Identification for Electrical Systems_0 |
| PART 1 - GENERAL |
| PART 2 - PRODUCTS |
| PART 3 - EXECUTION |
| 260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY_0 |
| PART 1 - GENERAL |
| PART 2 - PRODUCTS |
| PART 3 - EXECUTION |
| 262813 Fuses_0 |
| PART 1 - GENERAL |
| PART 2 - PRODUCTS |
| PART 3 - EXECUTION |
| 262816 Enclosed Switches and Circuit Breakers_0 |
| PART 1 - GENERAL |
| PART 2 - PRODUCTS |
| PART 3 - EXECUTION |
PAGE BLANK
| PAGE BLANK |
| PAGE BLANK |
| PAGE BLANK |
File details come from the government source that posted it. Updated .